Laserfiche WebLink
Introduction <br />Mine water inflow results were consistent with the predictions presented in the mining permit <br />application. <br />Discharged Water <br />The D-Seam mine began discharging inflow water at a rate of approximately 5 g.p.m. from <br />the underground workings during the fourth quarter of 2002. This water is directed from the <br />portal areas to Sedimentation Pond C. The estimate of mine water inflow during the first two <br />months of 2004 was about 25 g.p.m. When D9 panel was complete early in March 2004, <br />dewatering of the D-Seam ceased. Mining in the B-Seam began in January 2004. Water <br />was encountered as the tunnels were excavated to provide access to the B-Seam in late <br />2003 and water continues to be encountered. During 2004 it was estimated the B-Seam <br />produced about 15 g.p.m. The B1, B2 and B3 panels developed during 2005 and 2006 in <br />the B-Seam are virtually dry. Development in panels B4, B5, and a portion of B-6 developed <br />during 2007 were also considered dry. The B-Seam has hit steadily increasing water inflows <br />beginning in 2008. The inflow is predominantly from sandstone channels. As of the end of <br />May 2008, the mine inflow was about one million gallons per day (-700 gpm). Much of the <br />inflow is from sandstone channels around the B-8 panel. As of August 2008 the mine inflow <br />had reduced to about 350 gpm. At the end of 2008 the mine inflow had increased to over <br />500 gpm. The mine inflow was recorded at 340 gallons per minute based on a July 2009 <br />mine inflow report. <br />During 2009 the water produced in the mine was stored in the mined out B-1 through B-3 <br />panels and discharged through outfall 006. Discharge from outfall 006 at times approached <br />1,000 gallons per minute. Average discharge from outfall 006 was 210 gpm. <br />Up through 2006 there have not been any specific point sources, in the D-Seam or B-Seam. <br />Water inflow into the mine was associated with overlying igneous sills, sandstone channels <br />or fractures in the roof or flow from fractures in the floor. The pattern of water inflow is one of <br />steadily decreasing flow as the face mines through an area and advances away from it. <br />During 2007 the operator did not monitor any point sources of mine inflow. During 2008 and <br />2009 point sources of mine inflow were monitored. <br />Following is a 2009 report on mine inflows prepared by Barrett Lavergne. Mine water quality <br />analyses also follow. A year end mine inflow map is also provided. <br />Consumptive Use <br />The Bowie No. 2 Mine extracts dust suppression and sanitary water from the Deer Trail <br />Ditch via a pump station located on the Deer Trail ditch as shown on Map15-1 of the permit <br />application. <br />The pump station is metered. This meter records the consumptive use of water from the <br />Deer Trail Ditch. During the 2009 calendar year, the Bowie No. 2 Mine consumed 250 AC- <br />FT of water in order to produce 1,213,000 tons of coal. Pond evaporation is estimated at 4.8 <br />AC-FT per year. The addition of the estimated pond evaporation to the mine consumption <br />produces a consumptive use of 254.8 AC-FT of water for the 2009 year and is less than the