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2011-07-11_PERMIT FILE - M2011001 (12)
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2011-07-11_PERMIT FILE - M2011001 (12)
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Last modified
8/24/2016 4:35:32 PM
Creation date
7/12/2011 7:51:15 AM
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Template:
DRMS Permit Index
Permit No
M2011001
IBM Index Class Name
PERMIT FILE
Doc Date
7/11/2011
Doc Name
Third Adequacy Review Response
From
Tetra Tech
To
DRMS
Media Type
D
Archive
No
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Design Point 2 <br />Basin R -2 contains approximately 23.42 acres and will follow historic drainage patterns and <br />sheetflow off the property to the east and into wetlands adjacent to the Cache la Poudre <br />River. Basin R -2 contains undeveloped, agricultural land and therefore has an <br />imperviousness of 2 percent. The runoff coefficient was calculated to be 0.409 for the 100 - <br />year storm. A time of concentration of 83 minutes would results in a 100 -year rainfall <br />intensity of 2.24 inches per hour. Applying the rational method produced a peak runoff of <br />21.49 cfs. Reclaimed conditions for this basin will return to historic conditions and will not <br />increase the runoff, or area, flowing to design point 2. <br />Basin R -3 is 50.08 acres and will consist entirely of the reclamation pond. The proposed <br />pond has a surface area of 36.8 acres and an available storage volume for storm water capture <br />of 115 acre -feet above the normal pool. The unlined pond is assumed to have a minimum of <br />approximately 3 feet of freeboard above natural high water level before overtopping could <br />occur. <br />The surface hydrology associated with the reclaimed condition will not adversely impact the <br />adjacent properties. Final grading will result in contours that either match or are below pre - <br />mining contours. Surface runoff from the majority of the site will flow directly into the <br />unlined pond and upland areas. <br />8.0 SAFETY HAZARDS <br />The drainage structures proposed for this project have minimal associated safety hazards. <br />Safety concerns for the mining operation have been addressed in the permit applications to <br />the State. <br />9.0 CONCLUSION <br />This report was prepared in compliance with the Weld County Code and the Weld County <br />Storm Drainage Criteria Addendum to the Urban Storm Drainage Criteria Manuals Volumes <br />1, 2 and 3. <br />The proposed Iverson Mine development will reduce the runoff from the site due to the <br />capture of runoff within the mining area. Upon completion of the mining project, the <br />screening/overburden stockpile berms will be removed and used for reclamation of the <br />unlined open water pond and upland areas. <br />For existing conditions, the sum of all drainage basin areas is 104.81 acres. Direct <br />precipitation on the reclaimed unlined pond and the sum of the basin area that would be <br />captured by the unlined pond is 50.08 acres. The reclaimed site will reduce the contributing <br />drainage area to approximately 48 percent of the historic area without increasing the <br />imperviousness of the contributing drainage area. <br />- 5 - <br />Final Drainage Report Iverson Mine <br />P:\23511\133-23511-10002 \Deliverables \Drainage Report \Drainage Report.doc <br />February 2011 <br />
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