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2012-06-20_PERMIT FILE - C2010089A (28)
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2012-06-20_PERMIT FILE - C2010089A (28)
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Last modified
8/24/2016 5:01:23 PM
Creation date
8/24/2012 3:03:54 PM
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DRMS Permit Index
Permit No
C2010089A
IBM Index Class Name
PERMIT FILE
Doc Date
6/20/2012
Doc Name
Protection of Hydrologic Balance
Section_Exhibit Name
Section 2.05.6(3)
Media Type
D
Archive
Yes
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pond. Where necessary, culverts will be designed and constructed using approved engineering <br />design criteria to minimize erosion and prevent the contribution of additional sediment to runoff. <br />Surface Water Quantity The Operations Plan - New Horizon North (Map 2.05.3 -1) details <br />pond diversion and culvert locations that will control all drainage into, through, and out of New <br />Horizon North mining area. Surface water flow at NHN is primarily the product of seasonal <br />irrigation, (See Section 2.04.7). The 2 Park Lateral will be diverted through a HDPE pipeline <br />around the mining area. Once mining has advanced far enough to the north, the HDPE pipeline <br />will be moved to the approximate original 2 Park Lateral right -of -way. Down stream irrigation <br />water flow will not be interrupted. The plan has been developed for insuring that changes in <br />surface water quantities are minimized The impact of designed structures proposed for the New <br />Horizon North mining area (sediment pond, diversion ditches, culverts, etc.), was determined to <br />have no significant effect on surface water quantity (see Probable Hydrologic Consequences at <br />the end of this section). <br />The sediment ponds have been designed according to acceptable engineering criteria to contain <br />(at a minimum) the 10 -year, 24 -hour runoff volumes. WFC will ensure that the ponds maintain <br />this capacity by dewatering and/or excavating excessive sediment accumulated according to <br />plans outlined in Section 2.05.3(3), Mine Facilities. The bottom and sides of the sediment pond <br />will be compacted to a sufficient density to prevent leakage of pond water to the shallow bed <br />rock zones. This method has been successful at the adjacent New Horizon Mine. <br />Diversions have been designed to pass the 10 -year, 24 -hour runoff volumes in accordance with <br />approved engineering design criteria. Culverts and road drainage -ways will insure that runoff <br />originating within or outside each mining area will be controlled and adequately routed through <br />to minimize changes in surface water quantities. <br />The post mining landscape is designed to protect the hydrologic balance by establishing slopes <br />that generally will not exceed 5:1. Any highwall reductions will result in maximum slopes not to <br />exceed 5:1. Reclaimed hillsides proposed for the New Horizon North mining area approximate <br />the original pre- mining contours. <br />Topsoil material will exhibit infiltration rates generally similar to pre- mining soils. At the NHN <br />Mine, future reclaimed areas will be manipulated mechanically using chisel plowing and ripping <br />of graded and top - soiled areas in combination with timely reseeding to minimize overland flow <br />rates and volumes. <br />Surface Water Monitoring WFC will continue to collect data from the baseline surface water <br />monitoring sites (SW -N200 through SW -N209, minus SW -N206, destroyed by County <br />maintenance) for the foreseeable future, (see Section 2.04.7 and Appendix 2.04.7 -2). It is <br />anticipated that some of the sites may be relocated (with DRMS consultation) as mining <br />Section 2.05.6(3) Page 6 November 2011 <br />
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