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2017-08-16_PERMIT FILE - C2010089A (3)
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2017-08-16_PERMIT FILE - C2010089A (3)
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Last modified
8/9/2018 9:44:21 AM
Creation date
11/1/2017 9:11:58 AM
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DRMS Permit Index
Permit No
C2010089A
IBM Index Class Name
PERMIT FILE
Doc Date
8/16/2017
Doc Name
Protection of Hydrologic Balance
Section_Exhibit Name
Section 2.05.6(3)
Media Type
D
Archive
Yes
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have been developed for water rights augmentation pumping that will meet effluent limitations <br />and minimize erosion. Drainage from haulage and access roads will be routed to the sediment <br />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 2nd 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 2nd Park Lateral right-of-way. Downstream 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. NHN 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. <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 from disturbance areas will be controlled and routed through sediment ponds to <br />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 NHN 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 />Section 2.05.6(3) Page 6 April 2016 (PR -01) <br />
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