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PERMFILE120474
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PERMFILE120474
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Entry Properties
Last modified
8/24/2016 10:19:11 PM
Creation date
11/25/2007 8:30:54 AM
Metadata
Fields
Template:
DRMS Permit Index
Permit No
M2005045
IBM Index Class Name
Permit File
Doc Date
11/17/2005
Doc Name
Permit Application-Adequacy Review
From
Gravel LLC
To
DMG
Media Type
D
Archive
No
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Water necessary for irrigation of vegetative cover of undisturbed areas and on <br />topsoil berms and that required for reclamation is available with the following <br />annual water rights held by the owner operator: <br />Dashner Ditch - 2cfs <br />West Tyner Ditch - 9/16cfs <br />East Tyner Ditch, - lcfs <br />Florida Project Water A - 34.3 of <br />29. The conditions referenced from the Office of the State Engineer Response o F <br />7/28/05 are hereby acknowledged. <br />30. Gravel, LLC received comments from the US Army Corps of Engineers <br />recommending that the proposed setback from the Florida River channel be <br />extended from 60 feet to 100 feet. This recommendation was accepted and i:; <br />represented on revised Exhibit C, R-2. <br />An evaluation has been completed of the Florida River 100-year floodplain at <br />points of interest adjacent to Phase D, B and A. Since the project is located on <br />private property within the boundary of the Southern Ute Indian Reservation, the <br />Federal Emergency Management Agency (FEMA) does not have jurisdictio ~ over <br />Iloodplains. Consequently, there is no published Flood Insurance Rate Map that <br />covers this reach of the Florida River. <br />A floodplain analysis, however, was performed recently for a proposed resicential <br />subdivision approximately 1 mile upstream from the subject property. The <br />research and subsequent data generated from this study have been reviewed and <br />extrapolated to provide an approximate 100-year water surface elevation within <br />the subject property. <br />A basis of 4,500 cubic feet per second was adopted for the analysis. The <br />difference between existing stream flow elevations and the 100-year water surface <br />elevation was determined at several sections of the existing study. A weighted <br />average of 5.25 feet was measured and extrapolated to the subject property. It has <br />been determined that none of the proposed mining activity will be within this <br />floodplain boundary. <br />31. Because dewatering within Phase Dhas-been withdrawn from this application, a <br />revised stormwater control analysis is being conducted to determine the <br />appropriate design and capacity of the proposed detention pond. Gravel, LLC will <br />provide your office with the design specifications as they are received. <br />32. Attached as R-32, is a report titled `Wildlife Information'. This assessment vas <br />performed to substantiate statements provided in the original application. <br />
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