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C150302 feas study
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C150302 feas study
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Last modified
8/10/2011 10:08:52 AM
Creation date
12/30/2009 11:38:28 AM
Metadata
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Template:
Loan Projects
Contract/PO #
C150302
Contractor Name
WRCC, Inc.
Contract Type
Loan
County
Larimer
Weld
Loan Projects - Doc Type
Feasibility Study
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Alternative 4— New ConduitAlong North Alignment <br />This alternative consists of a new inlet structure and RCBC conduit along an alignment to the north <br />of the existing aligntnent, and will require the acquisition of a new easement or a land purchase. <br />• Construct a new CIP concrete inlet structure off of the Poudre Valley Canal. <br />• Cut back ditch side slopes, reclaim the side slopes and fence. <br />• Construct a new CIP concrete inlet chute (approximately l OH: l V longitudinal slope) <br />and stilling basin <br />• Construct two (2) new four (4) foot high CIP concrete or grouted riprap drop structures <br />Figure 2 provides a plan of the different alternate alignments considered. Appendix B includes a <br />conceptual sketch of the alternative chosen. Table 1 provides a comparison of the different <br />alternatives and the pros and cons of each alternative. <br />Table 1. Alternative Comparison <br />Alternative Pros Cons <br />1 • Cost effective • Long term maintenance <br />• Requires minimal • Requires installation of <br />ROW/land purchase several drop structures <br />within the existing inlet <br />canal <br />2 • Provides for a more stable • Requires construction of <br />configuration than cast-in-place in existing inlet <br />Alternative No. 1 canal <br />• Less maintenance than <br />Alternative No. 1 <br />3 • Abandons the de-graded • Requires new <br />section of the inlet channel ROW/easements and land <br />• Minimizes maintenance owner approval <br />• Channel conveyed • Requires new <br />4 completely in RCBC ROW/easement and land <br />• Minimizes maintenance owner approval <br />• Changes location of <br />discharge into Cobb Lake <br />4.0 PROBABLE OPINION OF CONSTRUCTION COSTS <br />Construction costs were based on estimated quantities of the various alternatives considered and unit <br />rates from similar recent construction projects within the region. <br />4 <br />
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