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PROJ00382
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Last modified
10/5/2010 10:57:00 AM
Creation date
10/5/2006 11:52:06 PM
Metadata
Fields
Template:
Loan Projects
Contract/PO #
C153685
Contractor Name
Monument, Town of
Contract Type
Loan
Water District
10
County
El Paso
Bill Number
SB 94-029
Loan Projects - Doc Type
Feasibility Study
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<br />14 <br /> <br />BOYLE.': <br /> <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 />Chapter III . Background Information <br /> <br />structure, the State has indicated that they are not comfortable accepting the Class III dam <br />classification due to possible impacts on future downstream development. <br /> <br />Therefore, to justifY the existing 100-year spillway capacity for future downstream <br /> <br /> <br />development, an IDA was performed. The IDA was performed to define the baseline floodplain <br /> <br /> <br />limits for future downstream development. Future development will be restricted outside of the <br /> <br />defined IDA floodplain limits so not to trigger a reclassification of the dam by the SEO. <br /> <br />An IDA is based upon comparison oftw() floods: base flood and dam break flood. The <br /> <br /> <br />base flood is a percentage of the PMP which wi!] cause a dam failure by overtopping, and then <br /> <br /> <br />routing the flood downstream assuming no dam is in place. The dam break flood is the flood <br /> <br />resulting from an overtopping dam failure due to the base flood. The area between the compared <br /> <br /> <br />flood stage elevations is the incremental zone. <br /> <br />The IDA results are presented in Figure 1II-2. The present downstream development is <br /> <br />outside of the flood inundation limits. The Colorado State Rules and Regulations for Dam Safety <br /> <br /> <br />and Dam Construction Rule S.A.(S)(c) states "". The spillway capacity and IDF will be <br /> <br /> <br />acceptable where it can be shown that the dam fiiilure flood would cause no expected additional <br /> <br />loss of life and would not cause significant incremental flood damages downstream." The results <br /> <br /> <br />verifY that the downstream incremental flood effects are within the SEO guidelines for a spillway <br /> <br /> <br />with a 100-year flood capacity and therefore, the SEO accepted the existing spillway capacity for <br /> <br /> <br />the project. <br /> <br />E.2 Water Rights <br /> <br />No court decree adjudicating water storage rights from Monument Lake has been located. <br /> <br /> <br />Monument Lake has been storing water since it was completed in 1893 as a result of Colorado <br /> <br />Legislative authorization in 1891. A possible conclusion which could be drawn from this is that <br /> <br /> <br />the Legislature, by enacting the 1891 Statute intended to legislatively create a water right with <br /> <br /> <br />priority date as of the date of passage of the act for storage of water in Monument Lake for the <br /> <br /> <br />purposes therein stated. Legislature had the pOWer to create such a water right under our <br /> <br />Constitution. The Town filed for water storage rights on December 29, 2000 and was assigned <br /> <br />case number 00CW146. The following generally describes the historical use of the reservoir. <br /> <br />Monument Lake Dam Feasibility Study <br />
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