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2009-02-03_GENERAL DOCUMENTS - C1981041
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2009-02-03_GENERAL DOCUMENTS - C1981041
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Last modified
5/19/2020 1:05:43 PM
Creation date
2/4/2009 11:11:11 AM
Metadata
Fields
Template:
DRMS Permit Index
Permit No
C1981041
IBM Index Class Name
GENERAL DOCUMENTS
Doc Date
2/3/2009
Doc Name
Proposed Decision & Findings of Compliance for PR4
From
Unit Train Loadout
Permit Index Doc Type
Findings
Email Name
MPB
Media Type
D
Archive
No
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D. Sedimentation Ponds <br />Information on the surface water sediment control system can be found in Volume 3, Tab 13, <br />page 13-5 of the permit application. A list of sediment control structures, along with references <br />to appropriate exhibits for designs and cross sections, are found in Table 13-4 of the application. <br />Calculations used to design these structures are given in appendix 13-2 of the permit application. <br />Sediment Pond 8 at the South Portals was reduced in size and storage capacity in association <br />with the PR-3 reclamation plan. Location and configuration of the revised Pond 8 is depicted on <br />Exhibit 6C-A, and design elevations and capacities are listed on page RSS-4, of Appendix 13-2. <br />Eight sediment ponds are in place, as previously approved by the Division and have been <br />treating disturbed-area surface water runoff under the existing permit for the Roadside Mines. <br />All ponds have performed well over this period. These ponds are described in the Summary, <br />"Description of Operations Plan" section of this document. References to designs for these <br />ponds and their locations are found in Tables 13-5 and 13-6 of the permit application. <br />All but two sediment ponds are designed to contain the runoff and sediment from a 10-year, 24- <br />hour precipitation event. Sediment Ponds #1 and #2 were combined to contain the 25-year, 24- <br />hour storm event. Sediment ponds #1, #2, #7, #8 and #11 require pumps as the principal <br />dewatering mechanism because the surrounding ground elevations are higher than the sediment <br />pond bottom elevations. The emergency spillways are designed to pass the 25-year, 24-hour <br />peak flow. The outflow below the spillway is to be riprapped where necessary to control <br />erosion. <br />With the exception of approved small area exemptions, all surface runoff from disturbed areas is <br />routed through one of eight sediment ponds (note that Ponds 1 and 2 have been combined and <br />now form a single pond): <br />Area of Disturbance <br />Rail Loadout <br />North Portal <br />North Decline <br />South Portal <br />CRDA-1 <br />CRDA-2 <br />CBA-2 <br />Sediment Ponds Other Structures <br />Pond #1 and #2 Berm, short ditch <br />Pond #13 <br />Pond #7 <br />Ponds #8, #9 <br />Pond #6 <br />Pond #10 <br />Pond #11 <br />Diversion, berms and ditches <br />Berm, ditches, sumps <br />Diversion, berms, pipes <br />Berm, underdrain, ditches <br />Diversion, ditches <br />There is no Sediment Pond #3. Former Ponds 4, 5, and 12 have been reclaimed. <br />E. Impoundments <br />The only impoundments existing within the permit area in addition to sediment ponds are <br />sewage lagoons, and three non-discharging sumps. Former Mine-water treatment pond 12 has <br />been reclaimed. A set of evaporative, non-discharging sewage lagoons has been permitted near <br />the loadout for treating water from the Roadside Mine and the loadout. <br />Permit Revision No. 4 23 February 3, 2009
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