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2022-05-04_REVISION - C1981018 (9)
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2022-05-04_REVISION - C1981018 (9)
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Last modified
5/9/2022 10:25:31 AM
Creation date
5/5/2022 8:43:09 AM
Metadata
Fields
Template:
DRMS Permit Index
Permit No
C1981018
IBM Index Class Name
Revision
Doc Date
5/4/2022
Doc Name
Proposed Revision Materials
From
Blue Mountain Energy
To
DRMS
Type & Sequence
TR74
Email Name
CCW
THM
Media Type
D
Archive
No
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IV.J Sedimentation and Drainage Control <br /> Sedimentation and drainage control systems utilized in the "D" Portal Area are shown on Maps 24, <br /> 25, 26, 27 and 34, Loadout Area are shown on Map 103a, in the Refuse Disposal Area are shown <br /> on Maps 77, 77a, 78, 79, 80, 162, and 165 along the Conveyor and Slot Storage area on Maps <br /> 106-113, in the East Portal Area are shown on Map 89. These measures were in addition to mining <br /> and reclamation procedures intended to protect the quality and quantity of existing surface and <br /> ground water. Emergency spillways on all ponds are designed to safely pass the peak flow from a <br /> 25-year, 24-hour storm event (2.1 inches). Illustration 40 shows that the spillway design for Pond <br /> RR-1 can pass 14.39 cfs when only 11.5 cfs is the maximum flow of runoff. Illustration 39 shows <br /> that the ponds at the slot storage area (SS-1 and SS-2) have double the capacity of a 10-year, <br /> 24-hour storm event. Since a 10-year, 24-hour event is 1.6 inches and a 100-year event is 2.4 <br /> inches, a 3.2 inch event is improbable. Therefore, no emergency spillways were designed into <br /> either SS-1 or SS-2. Sedimentation and drainage control utilized for the B Seam ventilation shaft <br /> facility and access is either shown on Map 151 or covered by the Small Area Exemptions in <br /> Illustration 44. <br /> Sump dewatering holes SDH-2 and SDH-3 currently allow for the dewatering of the D-Seam <br /> workings if needed. Ponds near these holes are designed to allow settling of suspended solids and <br /> to allow aeration or other treatment prior to discharge. SDH-3 discharges by pipe to a pond next to <br /> this site. SDH-2 can discharge by pipe to the SDH-3 pond or to the ponds between SDH-2 and <br /> SDH-1. The SDH-2/SDH-1 ponds discharge to the SDH-3 pond via gravity feed through a pipe. <br /> The primary spillway for SDH-3 pond was sized to handle 307 gpm of mine discharge. See Map <br /> 140 for spillway rating. Therefore, the inflow of these sources did not exceed the capacity of that <br /> spillway. The SDH-3 pond discharges to an unnamed tributary to Red Wash through outfall#026 of <br /> NPDES Permit No. CO0038024 (see Illustration 1-46). <br /> The Deserado Mine is also allowed to remove water from the underground workings through the <br /> portals to PP-2 pond. PP-2 pond is permitted to discharge through outfall #004 of the NPDES <br /> Permit. <br /> Other sump dewatering holes have been permitted, constructed and decommissioned through the <br /> course of mining. Initially mine water was pumped out through the `D' and East Portals. The East <br /> Portals and associated treatment ponds have been reclaimed and removed from the NPDES <br /> Permit. <br /> SDH-1 was the first sump dewatering hole. It became obsolete once SDH-2 was constructed. <br /> SDH-1 has since been plugged and reclaimed. The associated treatment ponds are still available <br /> for use near SDH-2. <br /> TR-74 (4/2022) IV-3 9 <br />
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