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PROJ02106
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PROJ02106
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Entry Properties
Last modified
8/4/2011 10:05:51 AM
Creation date
7/17/2007 8:52:16 AM
Metadata
Fields
Template:
Loan Projects
Contract/PO #
FS0063FX
Contractor Name
Groundwater Appropriators of the South Platte
Contract Type
Miscellaneous
Water District
0
Loan Projects - Doc Type
Feasibility Study
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<br />I. <br />I <br />I <br />I <br />I <br />I <br />I <br />I <br />I <br />I <br />I <br />I <br />I <br />I <br />I <br />I <br />I <br />I <br />I <br /> <br />IV. Conclusions and Recommendations <br /> <br />The following conclusions and recommendations are offered from this study and report: <br /> <br />1. The proposed proj ect configuration using an off channel ring dike and re-regulating winter <br />flows through reservoir storage would provide an effective method of supplementing flows in <br />the river to offset compact call demands. <br /> <br />2. The geotechnical and engineering data support a conclusion that the construction of the <br />reservoir using on-site materials for the dam embankment is feasible. <br /> <br />3. There are adequate flows in the South Platte River to support a junior diversion during the <br />winter months in most years. A review of historic flows in the river showed that the majority <br />of the years the reservoir would have the ability to fill. <br /> <br />4. The proposed reservoir could be filled by a gravity diversion from the Peterson Ditch. <br /> <br />5. A preliminary opinion of probable cost was prepared for the project. The project could be <br />constructed at a cost ranging between $600 to $700 per acre-foot. These costs will need to <br />refined during the preliminary design phase. The cost of wetlands mitigation was not <br />included in the cost estimates. <br /> <br />6. The project site has wetlands that may be considered jurisdictional by the U.S. Army Corps <br />of Engineers. An individual 404 permit would need to be obtained to allow for construction <br />of the project. Preliminary talks with the Corps indicate they would be supportive of the <br />project because it can have some environmental benefits to the river. A mitigation plan will <br />probably be required to replace the wetlands destroyed by the project. A wetland delineation <br />has been done to determine the exact location and extent of wetlands on the site. A regular <br />monitoring program using the piezometers installed should be started. This data can provide <br />baseline information on the groundwater table. <br /> <br />7. The proposed project will fall under the scrutiny of the Three States Agreement. A one for <br />one replacement source of water may be necessary to allow this project to operate during the <br />study period ofthis agreement. This agreement will playa role in the permitting. <br /> <br />8. There may be other sites in the area of similar nature that could be used for the same <br />purposes. These alternate sites will probably have the same permitting problems associated <br />with them as that outlined for the site studied in this report. Jurisdictional wetlands are <br />difficult to avoid in this reach of the river. This should be considered in the alternative <br />analysis prepared for a 404 permit application. <br /> <br />9. The monthly modeling ofthe lower river shows that there are sufficient quantities and times <br />when water in the river may be available for beneficial uses by others in the State. <br />Additional study is recommended on identifying other participants that may use this project <br />water for beneficial use in Colorado. <br /> <br />21 <br /> <br />
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