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<br />'. <br /> <br />Precipitation Data <br />Staff reviewed a local precipitation data set from 1 site located around the Dyke Creek Drainage <br />(see Precipitation Data in Appendix C). Table 3 shows the water year and the percent of average <br />precipitation recorded at each site. <br /> <br />Table 3: Precipitation Data as a percentage of Average. <br /> <br /> Elevation = agO <br /> Lat 39 1406 <br /> Long 107 58 00 <br /> Year Coli bran <br /> 1960 76% <br /> 1961 114% <br /> 1962 69% <br /> 1963 105% <br /> 1964 89% <br /> 1965 138% <br /> 1966 -- <br /> ? <br /> 1967 ? <br /> 1968 ? <br /> 1969 ? <br /> 1970 ? <br /> 1971 ? <br /> 1972 ? <br /> 1972 ? <br />~- Averaae ? <br /> <br />Table 3 shows that the 13 years of stream-flow data analyzed is representative of average water- <br />years. <br /> <br />Existing Water Right Informati6n <br /> <br />Staff has analyzed the water rights tabulation and consulted with the Division Engineer Office <br />(DEO) to identify any potential water availability problems. There is one decreed surface <br />diversion within this reach of stream (Bell Ranch Spring & Pipeline). According to the DEO, <br />. Based on this analysis staff has determined that water is available for appropriation <br />on Dyke Creek, between the Unnamed Lake and the confluence with West Muddy Creek, to <br />preserve the natural environment to a reasonable degree without limiting or foreclosing the <br />exercise of valid existing water rights. <br /> <br />- 6- <br />