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<br />, <br /> <br />" <br /> <br />if it would assist in developing a reasonable boundary for flow sharing on this reach of stream. <br />Suggested flows that meet the 2 00 (winter) and 3 of3 (summer) criteria test used to set ISF <br />recommendations were identified from each effort available to be included in this report. Results <br />can be viewed in Table 3 and sampling results completed by QOR in 2004 can be viewed in <br />Appendix m. <br /> <br />e <br /> <br />Table 3. Results of R2 Cross evaluations 1985 vs 2002 VI 2004 <br /> <br />6.34 cIs <br />2J.5cft <br />2.9 ciS <br />6.0 ciS <br />3.1 ciS <br />7.1 ciS <br />5.1 cft <br />804 cft <br />6.2 cIs <br />6.5 cls* <br />22 cls* <br />*not use/lble cross section. <br />Review of these effurts compIeted over the period of record has produced a reasonable boundary <br />for flow sharing that would continue to protect the biota of the stream to a reasonable degree <br />below the established 10 cfS. Of particular importance is the results of cross sections completed <br />after the restoration as this effurt identifies the "after restoration" recommended flows that afford <br />protection using the R2Cross methodology. Additiooally, it is hydrologically reasonable to <br />approach the flow sharing agreement utilizing a strati1ication of the stream based on the <br />contribution ofEgeria Creek. This agreement results in one definition of flow sharing above <br />Egeria Creek and a difibent one below Egeria Creek. Flow sharing criteria above Egeria Creek <br />could utilize a protection flow that is lower than those needed below Egeria Creek. <br /> <br />1985 Upper <br /> <br />Lower <br /> <br />2002 Upper <br /> <br />Lower <br /> <br />2004 Upper <br /> <br />Upper <br /> <br />Lower <br /> <br />. <br /> <br />Lower <br />Lower <br /> <br />2/3 (0.4'd. 80";"WP,VO.8') <br />3/3 (0.6'd. 88% WP, VI') <br />2/3 <br />3/3 <br />2/3 <br />3/3 (no veL=l' produced) <br />2/3 <br />3/3 <br />2/3 <br />3/3 <br />2/3 <br />3/3 <br />2/3 <br />3/3 <br />2/3=3/3 <br />2/3 <br />3/3 <br /> <br />5.62 ciS <br />12.68 ciS <br />6.34 cIs <br />6.34 cIs <br />6.12 ciS <br /> <br />E"amining the R2Cross effurts completed throughout the period of record below Egeria Creek <br />(lower) indicates that a flow less than 10 ciS is estimated 5 out of 5 times for winter flows (2 00 <br />criteria met) and 3 out of5 times for summer flows (3 of3 criteria met). Resuhs indicate that a <br />flow of 6.0-6.5 cfS is most often estimated to be capable of protecting the biota in the stream to a <br />reasonable degree. A result approximately in this range or lower is prechcted 4 out of 4 times for <br />winter flows and 2 out of 4 times for summer flows. A flow-sharing agreement that allows flows <br />in the stream below the Ranch's diversion points at levels less than 6 ciS but generally not less than <br />5 ciS is supported by the dramatic increase in trout habitat abundance and trout habitat quality, the <br />fiIct that each afJected reach is within close proximity of an unaffected reach that can provide <br /> <br />e <br />