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Exhbits P-S; Rebuttal Report to Prehearing Statements
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Exhbits P-S; Rebuttal Report to Prehearing Statements
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Last modified
1/26/2010 4:41:19 PM
Creation date
7/24/2009 12:28:32 PM
Metadata
Fields
Template:
Water Supply Protection
File Number
8230.51A1a
Description
Applicant's Prehearing Statements: Legal Documents
State
CO
Basin
Colorado Mainstem
Water Division
5
Date
7/6/2005
Author
Brown and Caldwell
Title
Exhbits P-S; Rebuttal Report to Prehearing Statements
Water Supply Pro - Doc Type
Court Documents
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? • Numerous similar structures that do not imPact 100-Year water surface elevations <br />have been constructed in Colorado and other states. <br />The 100-year water surface profile at the project site is partially controlled by <br />backwater from the Highway 9 river crossing just downstream of the site. The <br />100-year water surface profile of the Blue River upstream of the Highway 9 <br />crossing is controlled in part by the conveyance capacity of that crossing. Review <br />of the FEMA flood insurance study for this reach suggests that backwater caused <br />by the Highway 9 crossing propagates upstream during the 100-year flood event <br />into at least part of the reach in which the proposed structures will be constructed. <br />Preliminary review of hydraulic modeling conducted by Ecological Resources <br />Consultants, Inc. for design of fish habitat just upstream of the Highway 9 <br />crossing tends to reinforce this finding. The impact of this backwater will be to <br />lessen the influence of river channel shape, roughness, irregularities, etc. on the <br />100-year water surface profile. <br />Prior to construction, a floodplain permit will need to be obtained from the Town of <br />Silverthorne. As part of the permit, it will need to be shown that the control structures <br />will not cause a violation of floodplain regulations. Hydraulic modeling will be used to <br />provide evidence of compliance. Brown and Caldwell has initiated the development of a <br />more detailed design of the structures. If requested by CWCB, necessary design <br />? geometry of the control structures could be hydraulically modeled in advance of the <br />permitting process to assure CWCB that floodplain regulations will not be violated. <br />In order to model the reach of the Blue River potentially affected by the Silverthorne <br />RICD, more detailed data on river channel geometry must be obtained. At present <br />(June 29, 2005), flow in the Blue River at the project site was over 800 cfs, which is <br />unsafe for wading and surveying. Currently, the flow in the Blue River at the site is <br />dependent on precipitation runoff and Lake Dillon operations. Flows will need to <br />decrease prior to surveying the site. It is uncertain when flows will reduce to levels safe <br />for wading and surveying. However, it is likely that the survey can be conducted <br />sometime in July or August when flows typically decrease. <br />The question of adequate access was raised in the Prehearing Statement of CWCB. As <br />indicated on the Plat Map for Riverview Subdivision, Filing No. 1 attached hereto as <br />Exhibit P, Silverthorne is the owner the parcel delineated as Tract C which comprises the <br />bed of the Blue River from the Highway 9 Bridge to I-70, except for a portion of the river <br />bed, delineated as Tract D that is owned by the Buffalo Mountain Metropolitan District. <br />As explained in the attached Rebuttal Testimony, Silverthorne is currently in active <br />negotiations with that District for Silverthorne's ownership of Tract D. Also, as indicated <br />on Exhibit P, there is an existing easement for pedestrian access all along the east bank of <br />the Blue River along the Course. To the extent that additional rights of access are needed, <br />Silverthorne is a municipality of the State of Colorado and, as such, is authorized by law <br />to acquire such rights by consent or other lawful means, including by eminent domain. <br />10
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