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<br />OOlJ720 <br /> <br />CHAPTER 2 <br /> <br />GROUND RULES, ASSUMPTIONS AND ANALYSIS PROCEDURES <br /> <br />2.1 INTRODUCTION <br /> <br />The Executive Committee and the consultant team established ground rules in Phase 1 under which <br />the feasibility investigation of alternatives for supplying an annual average of 20,000 acre-feet of water <br />in those years when the forecast spring peak flows are between 12,900 cfs and 26,600 cfs would <br />proceed. The Executive Committee and the team also identified assumptions that are necessary to <br />facilitate the study. The purpose of this section is to detail the ground rules and assumptions that have <br />been made for this investigation and to provide explanation and justification for them. The frequency <br />and certainty with which the average annual 20,000 acre-feet will be made available is detailed in the <br />Flow Targets section below. " <br /> <br />2.2 GROUND RULES <br /> <br />.2.2.1 Administration <br /> <br />Recommended alternatives from this investigation do not need to include recommendations for a <br />mechanism for administration or legal protection of water released or otherwise supplied during the <br />spring peak to the head of the 1S-Mile Reach. This is because there is unappropriated water available <br />during the spring peak in years when flows at the head of the 1S-Mile Reach are in the range of . <br />12,900 to 26,600 cfs. From an administrative standpoint, the river is under "free river" conditions, and <br />therefore administration of flows past intervening water rights is currently unnecessary. As specified in <br />the PBO, any new depletion during this period of the year may be covered under the PBO. For the <br />same reason, the conversion of water rights to instream flows in order to protect and convey flows to <br />the head of the 1S-Mile Reach during the spring peak will not be considered further. . <br /> <br />With regard to the secondary study purpose of providing flows in the late irrigation season, potential <br />administrative mechanisms will need to be identified to protect the water to and through the 1S-Mile <br />Reach because the river is generally on call during that time of the year. <br /> <br />During Phase 1, the issue of how bypassed diversions to storage would be administered has been <br />discussed. Several alternatives for administration exist: <br /> <br />. <br /> <br />Bypassed diversions to storage would be credited toward a "paper fill" of the reservoir <br />and the reservoir would attempt to achieve a subsequent physical fill using a junior <br />refill right. This is essentially the administration agreed to by the SWAT team and used <br />to decree the Clinton Gulch, Green Mountain and Dillon refills. <br /> <br />Bypassed diversions to storage would not be credited toward a paper fill under an <br />administrative policy such that bypasses are regulatory in nature and the reservoir <br />would attempt to fill later under its own priority. <br /> <br />. <br /> <br />II <br /> <br />P: \Dat:! \GEN\CWCB\19665\Repon Phase 2\FinalRepon12,Q2\Final_ Draft _ Repon(l-03),doc <br /> <br />13 <br />