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0 1 <br />0 <br />Hydrologic Data <br />After receiving the cooperating agency's biologic recommendation, the CWCB staff conducted <br />an evaluation of the stream hydrology to determine if water was physically available for an <br />instream flow appropriation. The hydrograph below was derived from data collected by the <br />USGS stream gage for Badger Creek, Lower Station near Howard, CO (ID #07093775), which <br />has a drainage area of 211 square miles (See Gage Summary in Appendix). The total drainage <br />area of the Badger Creek Drainage is approximately 211 square miles. The period of record for <br />this gage was 1980 -2003, the period of record used by staff in their analysis was 1980 -2003, or <br />24 years of record. Table 2 and Figure 1; display the estimated stream flow of Badger Creek in <br />terms of a percentage of exceedence and average discharge. <br />Table 2• Estimated flow Bad er Creek in terms of nerce nt exceedence cfs <br />t <br />Jan <br />Feb <br />Mar <br />Apr <br />May <br />Jun <br />Jul <br />Aug <br />Sep <br />Oct <br />Nov <br />Dec <br />1% <br />10.04 <br />14.48 <br />22 <br />108.3 <br />66.61 <br />31 <br />27.74 <br />27 <br />10.1 <br />12 <br />13 <br />11 <br />5% <br />8.82 <br />9.5 <br />17 <br />38 <br />37 <br />25 <br />16 <br />15 <br />8.55 <br />10 <br />11 <br />9.5 <br />10% <br />7.54 <br />8.5 <br />14 <br />20 <br />28 <br />20 <br />12 <br />11 <br />7.8 <br />9.2 <br />9.6 <br />8.6 <br />20% <br />1 6.5 <br />6.6 <br />10 <br />14 <br />18 <br />12 <br />9.1 <br />8.8 <br />6.6 <br />7.8 <br />8.5 <br />7.5 <br />50% <br />5.2 <br />5.2 <br />7.7 <br />9.8 <br />9.8 <br />7.9 <br />5.9 <br />6.3 <br />5.3 <br />6 <br />7.2 <br />5.5 <br />80% <br />3.9 <br />4.5 <br />5.62 <br />7.6 <br />6.9 <br />5.6 <br />4.7 <br />4.6 <br />4.2 <br />5 <br />5.8 <br />4.1 <br />90% <br />3.5 <br />3.92 <br />4.9 <br />6.7 <br />6.2 <br />5.1 <br />4.3 <br />3.5 <br />3.6 <br />4.6 <br />5.3 <br />3.3 <br />95% <br />3.2 <br />3.5 <br />4.5 <br />6.2 <br />5.7 <br />4.6 <br />3.6 <br />3.06 <br />3.2 <br />4.3 <br />5 <br />3 <br />99% <br />2.09 <br />1.5 <br />1 4 <br />1 5.19 <br />5.2 <br />4.2 <br />3.2 <br />2.6 <br />0.73 <br />2.06 <br />4 <br />2.28 <br />t <br />