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C150314 Feasibility Study
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C150314 Feasibility Study
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Last modified
2/16/2016 12:06:41 PM
Creation date
3/5/2014 9:05:51 AM
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Loan Projects
Contract/PO #
CT2015-019
C150314
Contractor Name
Farmers High Line Canal and Reservoir Company
Contract Type
Loan
Water District
7
County
Adams
Jefferson
Loan Projects - Doc Type
Feasibility Study
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Feasibilitc Shide <br />Farmers' High Line Canal and Reservoir Company <br />October 2010 <br />— S1C�eWallS <br />- Divider wall <br />- Transition walls to canal banlc <br />- Downstream riprap revetment canal stabilization <br />The cost associated with this alternative would be $93,000 <br />Alternative 3, Removal and Replacement of the Siphon <br />Tlus alternative would involve demolislung the siphon and rebuilding a new one. The cost of <br />iinplementing this alternative would be $237,000. <br />Burlin�ton Northern Railroad Siphon <br />The overall performance of the siphon appears to be functioning nominally. lininediately <br />downstream of the siphon some erosioi7 needs to be repaired. To accomplish this repair three <br />alternatives were evaluated as follows: <br />l. No Action <br />2. I�IStallation of soine erosion control ($8,000) <br />3. Remove and replace the entire stn�cture ($750,000) <br />Alternative l, No Action <br />This alternative was not selected because inaction would eventually result in the stnicture losing <br />serviceability. <br />Alternative 2_ Constn�ction of Modifications <br />This is the preferred alternative. This alternative would involve some excavation and placement of <br />some riprap to prevent further erosion. <br />The cost associated with this alternative would be $8,000. <br />Altenlative 3, Reinoval and Re�lacement of the Si�hon <br />This alternative would involve demolishing the siphon and rebuilding a new one. The cost of <br />iinplementing this alternative would be $750,000. <br />Tree Removal <br />Tlus project consists of the removal of cottonwood trees in the Canal banlcs and easeinent area. <br />These trees, having reached the end of their life expectances, now need to be removed before they <br />fall and damage large portions of the ditch bank or nearby structures. The evaluated alternatives <br />were as follows: <br />-9- <br />
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