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those recharged amounts reach the stream. Conceptual schematic drawings for the Camp Ranch <br />Recharge Facility are shown in Figures 3 and 4. <br />The Mapes Well No. 1 may possibly be utilized as a retiming augmentation well. The well can <br />be equipped so that it can pump through a pipeline that will discharge to the Huerfano River at <br />times when the recharge facility is not able to provide the necessary accretions to the Huerfano <br />River. Those well depletions as lagged to the stream will then later be replaced by use of the <br />consumptive use credits from the Camp Ranch Water Rights. This process uses the Mapes Well <br />as an augmented structure to retime and allocate the stream accretions from the recharge facility <br />to correspond with the timing of the augmentation plan depletions to the river. Conceptual <br />schematic drawings for the Mapes Augmentation Well are shown in Figures 3 and 4. <br />As previously described, the proposed project includes construction of an off channel lined <br />reservoir of approximately 25 acre -feet near Red Wing for storage of transferable consumptive <br />use credits and delayed return flow obligations from the historically irrigated Camp Ranch <br />property. An appropriative right of exchange will be applied for to allow the historical <br />consumptive use entitlement and delayed return flows at the William Craig Ditch and the Jose <br />Maria Ditch to be diverted by exchange at the Wilson Ditch headgate for storage in the proposed <br />Red Wing Augmentation Pond for later release to replace the augmentation plan depletions and <br />delayed/non - irrigation season return flows. A map of the exchange reach is shown in Figure 5. <br />A preliminary analysis of exchange potential between Camp Ranch and the Wilson Ditch <br />headgate was conducted. This analysis was performed for the eight years for which there are <br />gage records at both the Manzanares Crossing Near Redwing gage (USGS Gauge No. 7111000) <br />and the Badito gage (USGS Gauge No. 7112500). These eight years include two drought years, <br />two flood years and four average flow years. The analysis of exchange potential shows that <br />there is not a dry -up point in the river restricting exchange potential between the Wilson Ditch <br />headgate and William Craig Ditch headgate. In fact, during the irrigation season, the exchange <br />potential in this reach averaged approximately 43 percent of the flow of the river at the <br />Manzanares Crossing Near Red Wing gage. As a result, we believe the Red Wing Augmentation <br />Pond will be able to be filled by exchange with the historical consumptive use credits and <br />delayed flows from the senior Camp Ranch Water Rights. <br />2.3.2 Water Supply Demands <br />The HCWCD has utilized a Substitute Water Supply Plan and a Regional Rule 14 Replacement <br />Plan for the last five years 2009 -2013 to provide augmentation water to 5 separate entities who <br />were in danger of having their water use curtailed due to out of priority usage. A copy of the <br />most recent approved SWSP and Rule 14 Plan are included in Appendix I. The current entities <br />have demands of approximately 10 acre -feet of 100% consumptively used water are as follows: <br />Huerfano County <br />Road & Bride <br />Malachite <br />Spring <br />CO 61 Water <br />Association <br />Gardner Water & <br />Sanitation Dist. <br />Paradise <br />Acres HOA <br />1.0 <br />3.0 <br />2.0 <br />3.0 <br />1.0 <br />Please note that the CO 61, Gardner and Paradise Acres groups utilize water wells for their water <br />supply. The amounts shown are the annual depletions from pumping these wells. They are not <br />the entire amount pumped. These demands will continue for the foreseeable future with a likely <br />