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Reconnaissance-Level Water Action Plan
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Last modified
3/8/2013 3:46:56 PM
Creation date
1/30/2013 3:15:07 PM
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Template:
Water Supply Protection
Description
for the Governance Committee of the Cooperative Agreement for Platte River Research (aka Platte River Recovery Implementation Program or PRRIP)
State
CO
NE
WY
Basin
South Platte
Water Division
1
Date
9/14/2000
Author
Boyle Engineering Corporation in association with BBC Research & Consulting andAnderson Consulting Engineers
Title
Platte River Research Cooperative Agreement Reconnaissance-Level Water Action Plan
Water Supply Pro - Doc Type
Report/Study
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year in which case it would not be subject to forfeiture under the "use- it -or- lose -it" <br />condition. <br />Option 3: Groundwater Irrigation. Farmers would be paid to put in wells and use <br />groundwater as opposed to surface water to irrigate. Reductions in storage water <br />diversions could be stored in the Lake McConaughy EA when storage is available and <br />released as needed for the Program. <br />Option 4: Conjunctive Use. A conjunctive use project under CNPPID's system would <br />consist of shallow wells that discharge directly into CNPPID's distribution system and a <br />recharge system of wells, pits, or drains located in the same area. Each year, in late fall <br />and winter, flows at the Johnson #2 Power Plant that exceed target flows would be <br />diverted through CNPPID's distribution system for recharge to the local groundwater <br />aquifer. The groundwater aquifer would be recharged to a pre - determined level. Each <br />spring and summer, an equivalent amount of water would be pumped for irrigation. <br />Pumping during the irrigation season would replace irrigation releases from Lake <br />McConaughy. <br />0 On -Site Hydrologic Effects: <br />The options described above could be implemented to yield a total of 1,400 ac -ft /yr for <br />the Program. Each of these projects has been analyzed independently of each other. <br />Ultimately, only one of these projects or a combination of these projects will be <br />implemented for a total yield of 1,400 ac -ft/yr. <br />The following table summarizes how any one of these projects could be implemented in <br />the areas described above to yield 1,400 ac -ft/yr. It was assumed that implementation of <br />any one of these options will reduce the water supply for the others. However, it is <br />possible that one option or a combination of these options could be implemented to yield <br />a total of 1,400 ac -ft/yr. For active groundwater pumping from high groundwater areas it <br />was assumed that 280 ac -ft would be pumped each month from May through September <br />during periods of target flow shortage, for an annual total of 1,400 ac -ft. For passive <br />lowering of the groundwater table and groundwater irrigation the monthly distribution of <br />reductions in surface water consumptive use was based on the monthly distribution of <br />diversions into the Phelps County Canal. For a conjunctive use project, 1,400 ac -ft will <br />be diverted to recharge in November, and 280 ac -ft would be pumped each month from <br />May through September to replace irrigation storage releases. For options 2 through 4, <br />the yield to the Platte River represents storage increases in the Lake McConaughy EA <br />which can be released to meet target flow shortages. <br />\\DN00\E- DRNE \PROJECTS\Platte \Work Products \Task 9 \wapc report (Version 7).doc 36 <br />
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