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PERMFILE126273
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PERMFILE126273
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Last modified
8/24/2016 10:23:31 PM
Creation date
11/25/2007 3:11:15 PM
Metadata
Fields
Template:
DRMS Permit Index
Permit No
C1981008A
IBM Index Class Name
Permit File
Doc Date
8/27/2004
Section_Exhibit Name
NH2 Section 2.05.3(3) Mine Facilities
Media Type
D
Archive
Yes
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When the ponds are removed, the affected land will be regraded and revegetated pursuant to the <br />CDMG's regulations, Section 4.05.17 and the approved WFC Reclamation Plan. <br />Pond 008 through 014 Designs <br />As shown above for Sediment Pond 007, Tables 2.05.3(3)-1 and 2.05.3(3)-2 list the values of CN <br />and "k" for different soil and vegetation types at the New Horizon Mine. The tables have been <br />revised to address new soils found in the area west of 27.00 Rd <br />The curve number (CN) and "k" factor for each of the ponds is determined as a weighted average. <br />The undisturbed area curve number and "k" factor information is based on the soils and vegetation <br />information found within Sections 2.04.9 and 2.04.10, respectively, of the New Horizon mine permit <br />application. <br />The pond volumes are calculated by first using the Curve Number and Runoff Routine within the <br />Hydrology module of the SURVCADD software and then using the USLE sediment storage routine <br />within the Hydrology module of the SURVCADD 2000 software. The LS factors for the USLE are <br />determined from the 3D CAD grid model of the drainage areas for each pond. The water volume is <br />determined from the weighted average CN for the watershed based on the worst case conditions <br />over the life of the mine and the appropriate design storm rainfall. Curve numbers used are from 78 <br />to 90 based on the existing conditions, level of disturbance and the hydrologic soil type of each <br />watershed. Once the required volume of sediment and storm inflow is known, these two are <br />combined to get the total required volume. SURVCADD was then used to design ponds in each <br />location which had the parameters described in the previous section. All ponds were designed to <br />contain the 25 year 24 hour event except Pond 010, which was designed to safely pass the 25 year <br />event through the emergency spillway. <br />Shown on the following two pages are the calculations used by the SURVCADD Program in <br />determining the pond volumes. <br />(Revised 7/2004) 2.05.3(3) - 16 <br />
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