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<br />000686 <br /> <br />EXECUTIVE SUMMARY <br /> <br />The comments received are attached with specific responses in Track Changes format. Changes in <br />response to these comments will be included in the final report. <br /> <br />The reviewers in their comments noted many occurrences of "Why did this parameter go up when it <br />should have gone down?" There were also a number of comments questioning the <br />applicability/acceptability of the Ground Rules, Assumptions and Analysis Procedures agreed to at <br />the start of the investigation. These Ground Rules, Assumptions and Analysis Procedures are <br />repeated in Chapter 2 of the Draft Final Report and a copy of Chapter 2 is attached for your review. <br />In response to these and other comments Brown and Caldwell offers the following: <br /> <br />. <br /> <br />We have been working on this project since 1999. <br /> <br />. <br /> <br />We have revised the C1 Data Set five times to model reality better. These revisions <br />are detailed in the series of Technical Memoranda and the Phase 1 and Phase 2 Final <br />Reports. <br /> <br />. <br /> <br />StateMod was revised by CWCB and the State Engineer's Office to model reality <br />better. These changes are detailed in the Phase 2 Final Report. <br /> <br />. <br /> <br />We modeled 19 alternatives and did various modifications of these alternatives. <br /> <br />. <br /> <br />Sensitivity analysis was performed to determine the feasibility of making the 20,000 <br />acre-feet release under future forecast depletion conditions. <br /> <br />Despite all these changes and modifications of StateMod and the C1 Data Set, the basic conclusions <br />have not changed: <br /> <br />\~ <br /> <br />1. <br /> <br />Based on the 1975-91 hydrology study period and the assumptions and procedures <br />incorporated in the StateMod monthly time step modeling with the revised C1 Data <br />Set, there is adequate available storage and there are adequate available water rights <br />to fill the storage thereby facilitating the release/bypass of 20,000 acre-feet in those <br />years when the peak flow of the Colorado River at Palisade is between 12,900 and <br />26,600 cfs. Furthermore, based on the results of this investigation and the review of <br />these results by study participants, the required 20,000 acrecfoot release/bypass was <br />made in 8 years of ~he 17 year study period without reducing existing projects' yields. <br />This basic conclusion is true for a number of the alternatives, and combinations of <br />alternatives, investigated. <br /> <br />P,\Data \GEN\CWCB\19665\Repon Phase 2\ Technical Memorandum No. 12\ TechMemo12.2.28.03.doc <br /> <br />1 <br />