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DWR_3538977
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DWR_3538977
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Last modified
12/26/2020 9:18:56 PM
Creation date
12/6/2019 1:34:52 PM
Metadata
Fields
Template:
Division Filing
Document Date
8/16/2019
Document Type - Division Filing
Report/Study
Division
2
WDID
1707701
Subject
PILOT PROJECT - COLORADO SPRINGS UTILITIES SUPER DITCH HB1248 PILOT PROJECT APPLICATION 2019
Outside Send/Recipient
CRIAG LIS, MARTIN AND WOOD ON BEHALF OF COLORADO SPRINGS AND SUPER DITCH
Tags
DWR Re-OCR
Description:
Signifies Re-OCR Process Performed on or after 10/6/2019
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Ms.Megan Gutwein <br /> August 16,2019 <br /> Page 13 of 25 <br /> Table 9 <br /> Colorado Springs'Supplies for Return Flow Replacement <br /> Average <br /> Company Shares Annual Yield* <br /> (Acre-feet <br /> Colorado Canal Company 28,012.76 16,057 <br /> (included <br /> Lake Meredith Reservoir Company 21,084.75 with Colorado <br /> Canal) <br /> (included <br /> Lake Henry Reservoir Company 6,923.15 with Colorado <br /> Canal) <br /> Sugarloaf Water Rights _ 200 <br /> Denver Basin Reusable Water - - <br /> Fountain Mutual Irrigation Company Water 144 + <br /> Chilcott Ditch Company Water 9 + <br /> Temporary Use Agreement Waters - - <br /> Total Reusable Return Flows 23,360 <br /> *Colorado Springs'actual annual diversions,1994-2018. <br /> + Fountain Mutual Irrigation Company and Chilcott Ditch Company are new sources for <br /> Colorado Springs,so no longterm average has been established. <br /> Though many of these sources have a firm yield of zero, reusable return flows provide an average <br /> yield of 23,360 acre-feet annually that could be made available to meet the post-project return flow <br /> obligations, which is more than adequate to satisfy the maximum annual estimated Post-Pilot <br /> Project Return Flow Obligations of 681.9 acre-feet projected to occur in 2023 (see Appendix I,Table <br /> 1-2), based upon three-years of consecutive operation of the Pilot Project during its ten-year term. <br /> In addition, current storage of consumable water from these sources in Lake Meredith and Pueblo <br /> Reservoir, which is provided in the following table, is more than adequate to replace the total <br /> maximum estimated Post-Pilot Project Return Flow Obligations of 1,193.3 acre-feet. <br /> Martin and Wood Water Consultants,Inc. <br />
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