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Gunnison - Overland Reservoir Dam Expansion Restoration_Full Application
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Gunnison - Overland Reservoir Dam Expansion Restoration_Full Application
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Last modified
10/26/2012 11:03:54 AM
Creation date
9/13/2007 8:52:57 AM
Metadata
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Template:
WSRA Grant and Loan Information
Basin Roundtable
Gunnison
Applicant
Overland Ditch & Reservoir Company
Description
Overland Reservoir Dam Expansion/Restoration
Account Source
Statewide
Board Meeting Date
9/19/2007
Contract/PO #
08000000038
WSRA - Doc Type
Grant Application
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<br />Water Supply Reserve Account - Grant Application Form - ([l)c \!t)iJcrlUItl:J 1.Ditcl) ,,\: 3Rc5criJoir <!Co. <br /> <br />Form Revised Octo her 2006 <br /> <br />5.(Continued.) <br /> <br />The portion of the above work that may be possible to perform in late 2007 includes part of the design of <br />fisheries mitigations and designation of timber removal. <br /> <br />c. The Forest Service will make a technical review of the proposed project studies and plans. <br />It is possible that this review will take place in late 2007. <br /> <br />d. A final Special Use Permit will be issued which contains the conditions for construction and <br />long-term use and maintenance. This permit will not be issued until all technical issues and other <br />permitting issues are resolved. Therefore, it is possible that this final permit processing will not <br />occur until late 2007. <br /> <br />3 Delta County does not have a requirement for special use permits when the project is located in a <br />National Forest. However, issues such as road use will have to be addressed with the County. This <br />work may take place during late summer or fall of 2007. <br /> <br />The above discussion and attached cost estimates include anticipated permits and engineering required for <br />starting construction. They do not include engineering costs, oversight by the Forest Service or other <br />construction related cost items. It is important to note that, at this stage of the project, it is impossible to <br />anticipate permitting costs with a very high degree of certainty. There may be other costs or additional <br />permits that are not included in this description or the attached cost estimate. A contingency amount of <br />$6000 is included with the cost itemization to cover these uncertainties. <br /> <br />The Forest Service has recently instituted a cost recovery program whereby they charge the permittee for <br />their services involved with the permit process. The Overland permit was initiated prior to starting of that <br />program. That means that the cost for the initial field studies and initial scoping was absorbed by the Forest <br />Service, but the costs for further services will be charged to the owner. Costs expected to be incurred by <br />the Forest Service are included in the cost estimate. <br /> <br />Other than final permits, deliverables will include progress reports issued at the intervals indicated on the <br />attached schedule. <br /> <br />To date, the Overland Ditch and Reservoir Company has been satisfied with making project decisions based <br />on existing water supply information. However that information is dated and incomplete. It has become <br />apparent that updating the yield information will be beneficial in pursuing further finding options. Therefore, <br />the cost estimate includes conducting a reservoir yield investigation. <br /> <br />1. Stream flow data will be collected from USGS gaging stations. Nearby streams that may provide <br />applicable data include Leroux Creek (period of record 1936-1969) Cow Creek (period of record <br />1960-1969), Leroux Creek at Hotchkiss (period of record 1976-1996), Surface Creek, Hubbard <br />Creek, Terror Creek, Buzzard Creek and Muddy Creek. Any flow pattern correlation will need to be <br />adjusted for storage effects and other applicable diversions. During filling periods, storage <br />adjustment will consist of reduction of the effective drainage area. During spilling periods, the <br />dampening effects of reservoir spills will need to be accounted for by reducing the base flow. If the <br />ratio of total storage to total drainage basin area is similar for two basins, no adjustment will be <br />necessary. Available data from prior studies will be used as much as possible. <br /> <br />8 <br />
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