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2008-03-21_PERMIT FILE - C1980007A (46)
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2008-03-21_PERMIT FILE - C1980007A (46)
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Last modified
8/24/2016 3:25:41 PM
Creation date
6/20/2008 3:24:27 PM
Metadata
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Template:
DRMS Permit Index
Permit No
C1980007A
IBM Index Class Name
Permit File
Doc Date
3/21/2008
Doc Name
pg 2.05-200 to 2.05-300
Section_Exhibit Name
2.05.6 Mitigation of Surface Coal Mining Operation Impacts Part 2
Media Type
D
Archive
Yes
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West Elk Mine <br />• Sedimentation Ponds Management <br />The fresh water pond (FW-1) receives North Fork water from the raw water intake gallery. <br />From FW-1, water is either diverted to the water treatment plant for domestic purposes or it is <br />conveyed to a 1.2 million gallon raw water storage tank that is located to the south of the main <br />mine facilities and west of the Sylvester Gulch Facilities Area. Water is then used for both <br />longwall mining operations and continuous miner/development mining operations. Within the <br />mine, water is used for dust suppression and for the hydraulic equipment associated with the <br />longwall and continuous miners. <br />Of the five sedimentation ponds, three ponds (MB-3, MB-4, and MB-5) receive only local runoff <br />and water from facilities washdown operations. In contrast, MB-I and MB-2R can receive mine <br />water dischazge, in addition to local runoff. Consequently, Ponds MB-1 and MB-2R have the <br />largest capacities at 13.3 and 14.6 acre-feet, respectively, and are the focus of the remaining <br />discussion. <br />Prior to the Mine Water Pumping Facility (MWPF) coming online in 2000, Ponds MB-1 <br />and MB-2R received most of the mine water. While they no longer receive significant <br />volumes of mine water, the ponds continue to play a pivotal role in surface water <br />management at West Elk Mine. The waters are treated and then dischazged to the North Fork, <br />in accordance with the NPDES permit that is provided as Exhibit 7. The combined volume of <br />these ponds is 27.9 acre-feet. Because the ponds also intercept stormwater and snowmelt runoff, <br />• the optimal mode of pond operations is to keep the pond levels low to maintain the 10-year <br />return frequency, 24-hour duration runoff volume of 6.8 acre-feet for both ponds. One of the <br />major reasons MCC utilized the NW Panels sealed sump in late 1996 was to assure that there <br />would be sufficient storage capacity in Ponds MB-1 and MB-2R to treat the necessazy <br />stormwater volumes. <br />Mine Water Discharges <br />MCC has added the capability to discharge water from the NW Panels sealed sump into Lone <br />Pine Gulch. MCC received approval from the CWQCD to add this location as an NPDES <br />dischazge point (Outfall #013). Discharge to Lone Pine Gulch began in late December 1997. <br />Long-term observations of Lone Pine Gulch by MCC staff indicate that it is an ephemeral <br />drainage, which flows only in response to snowmelt runoff and intense rainfall runoff events. <br />The maximum flow rate that can be pumped to Lone Pine Gulch is 2,000 gpm, but has typically <br />been approximately 300 gpm. The dischazge point is very low in the watershed, approximately <br />300 feet upstream of the confluence with the North Fork where the drainage flattens out. Since <br />MCC began pumping from the NW Panels sealed sump into Lone Pine Gulch, the water quality <br />has met NPDES standazds without further treatment. Discharges via the Lone Pine facility <br />ceased in 2000, following the completion of the connection of the NW Panels sealed sump to <br />the NE Panels sealed sump. Once the connection was established, mine water was pumped <br />to the surface for discharge to Sylvester Gulch. <br /> <br />2.05-221 Revised November 2004 PR/0; Rev. March 2006; Rev. May 1006 PRIO <br />
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