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OOIA on an as needed/ sporadic basis. Pump flows were estimated. CDPHE Discharge Monitoring Reports are <br />copied to DRMS. <br />Outfall 001A was recorded as flowing in March 2010 for approximately 3 consecutive days. There was no <br />further flow in 2010. No exceedances were noted. TCC subsequently applied for a CDPS permit to make 6MN a <br />permanent Outfall. A permit (COG-850051) was subsequently approved in January 2010 by CDPHE, effective <br />February 1, 2010, expiring June 30, 2013. DRMS is copied on CDPHE DMRs for this site. The site discharged <br />for approximately one day in April 2010. <br />Emergency Discharge Permit COG-850048 <br />In late August 2008, an unanticipated rise in water levels within sealed mine areas resulted in a condition where <br />water was backed-up against the mine seals in two areas of the mine (old WMD and EMD). Due to concerns of a <br />potential inundation hazard to the safety of the miners, TCC temporarily suspended operations, withdrew all <br />personnel and notified MSHA. The mine was shut down for approximately 10 days. During this period an <br />emergency discharge permit was obtained from CDPHE, and a 12-inch diameter high density polyethylene <br />(HDPE) pipeline was installed from the existing TORT pump in the EMD to a drainage ditch and flume leading to <br />Foidel Creek, east of the intersection of County Road 33, the railroad tracks, and the entrance road for 6MN pad. <br />In addition HDPE piping was also installed from a pump located at the old Fish Creek Ventilation Shaft (FCVS) <br />• in the old WMD to the Area # 1 Pit for dewatering. As of the first week in March 2010, there is approximately <br />30.5 feet of freeboard in the old WMD. As a result of the flooding, a water balance study was conducted by TCC <br />in early 2010, and is discussed further under section 3.9. <br />Discharge at 1ORt was initiated in early September 2008. During discharge, downstream water quality samples <br />were collected to verify potential impacts. Samples collected at site 1005 (Trout Creek) downstream of <br />confluences from Fish Creek and Foidel Creek. The secondary stream standard of 250 mg/l for sulfate was of <br />concern. In discussions with CDPHE, they indicated that their database showed no down stream portable water <br />users for Trout Creek, so the standard was not applicable, however TCC was aware that a family (Richard Jones) <br />did utilize an alluvial well for showering, washing dishes and clothes. In 2008, TCC purchased two 2000 gallon <br />storage tanks for the Jones, and had them buried on his property at his direction with the appropriate plumbing <br />hook-ups to his home. TCC is currently paying for clean imported water (i.e. Raindrop, Inc.) to be delivered to <br />their new tanks, so they would discontinue using their alluvial well. <br />Subsequent water quality data from the TORT raw effluent indicated some exceedances for total recoverable iron. <br />In addition it became obvious that the raw effluent would not be able to pass the required quarterly Whole <br />Effluent Toxicity (WET) test. Note that water quality samples collected at site 900, downstream of the TORT and <br />upstream of the confluence with Middle Creek, passed three consecutive WET tests and met iron requirements. <br />Bench tests on the raw effluent were conducted by the analytical laboratory Aqua-Tox of Wheatridge, Colorado. <br />These tests suggested that elevated concentrations of sulfate and ammonia contributed to the WET test failures. <br />14