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C150111 Approval letter
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C150111 Approval letter
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Last modified
11/19/2009 11:00:34 AM
Creation date
3/26/2007 10:25:51 PM
Metadata
Fields
Template:
Loan Projects
Contract/PO #
C150111
Contractor Name
Akron, Town of
Contract Type
Loan
Water District
1
County
Washington
Loan Projects - Doc Type
Approval Letter
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<br />Town of Akron - Well and Pipeline Construction <br />September 11-12, 2002 <br /> <br />Agenda Item 12c <br /> <br />Proiect Description <br /> <br />The purpose of this project is to add two new wells, with transmission lines, to the Town of Akron's <br />water system to provide adequate water supplies for current needs, while allowing for modest <br />residential and commercial growth. <br /> <br />Hoyer Well - The project will connect the existing Hoyer Well to a pipeline to bring it to the Town's <br />Reservoir. In addition to the well and related pumping equipment, the project includes 8,300' of 12" <br />ductile iron pipe. The total costfor this part of the project is $241,410. The $14,705 cost to drill the <br />well is included in the total cost, as is being considered as part of the Town's local match of <br />$39,000. <br /> <br />Thomas/Kuesel Well- The project will drill the well and build a pipeline to connect to adjacent <br />transmission lines. In addition to drilling the well and providing related pumping equipment, the <br />project includes 2700 feet of 12" ductile iron pipe. The total cost of this part of the project is <br />$131,389. <br /> <br />Backup Generator - The project will install a backup emergency generator at one of the existing <br />wells close to Town. The cost of this part of the project is $16,000. <br /> <br />Three potential sources of water supply were considered: <br /> <br />1. The Chadron Formation <br />2. The Ogallala Formation <br />3. The Alluvium along the Twenty-two Slough <br /> <br />Alternative NO.1 is the primary potential source of additional water supply. The most promising <br />locations for test wells are Sections 22 and 27, 3N, R53W. The saturated thickness at these <br />locations is estimated to be 50 feet of highly permeable sand and gravel lenses. The wells would <br />intercept groundwater flow in the relatively narrow linear channels which trend generally north and <br />northwest. <br /> <br />Alternative No.2 is the water producing sands of the Ogallala formation, which are relatively thin <br />and widely scattered in the area east and south of Akron. In the NE 1/4, Section 6, 2N, R51W the <br />saturated thickness is estimated to be 75 feet. Saturated thicknesses in excess of 75 feet occur to <br />the south of this location in isolated pockets which overlie the alluvium along Surveyor Creek. <br />However, given the probable low yield of completed wells, questionable long-term recharge, and <br />distance to Akron's distribution system, the Ogallala has less priority as a significant source of <br />additional water supply at the present time. <br /> <br />Alternative No.3 is the alluvium along the Twenty-two Slough north of Akron, and along Camp <br />Creek west of Akron. The Twenty-two Slough source has been eliminated from consideration at <br />this time since it is tributary to the South Platte River, and remotely located compared to the Camp <br />Creek Alluvium. <br /> <br />The Camp Creek Alluvium lies generally west of Akron at the western edge of Washington County. <br />A significant deposit of alluvium lies within five miles from the proposed well site in the Chadron <br />formation on Section 22. The alluvium in Camp Creek is a significant and dependable groundwater <br />source. It is capable of providing Akron's long-term needs in the event that wells completed in the <br />Chadron formation are unable to sustain future growth. <br /> <br />Page 3 of 7 <br />
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