Laserfiche WebLink
RECEIVED <br /> Battle Mountain Resources,Inc. FEB 2 0 2019 <br /> P.O. Box 310 DMSCN OF RECIAWTIN <br /> San Luis, CO 81152-0310 MINING AND SAFETY <br /> February 12, 2019 <br /> .VIr. Lucas West <br /> State of Colorado <br /> Division of Reclamation, Mining and Safety <br /> 1313 Sherman Street, Room 215 <br /> Denver, CO 80203 <br /> Re: Addendum to TR-34 <br /> South Diversion Ditch Overflow Section Grading <br /> San Luis Mine Project <br /> Permit No. M-88-112 <br /> Dear Mr. West: <br /> The purpose of this letter is to provide notice on regrading work of the South Diversion Ditch <br /> Overflow Section for Battle Mountain Resources Inc.'s (BMRI) Permit No. M-88-112. <br /> As.previously submitted in TR-34, the Design Report, South Diversion Ditch Drop Structure <br /> (Miller Geotechnical Consultants, Inc., February 2017) details the design approach of the <br /> diversion ditch, overflow section, and drop structure. The South Diversion Ditch was designed <br /> to divert upland runoff from a 100-year event around the perimeter of the tailings storage facility <br /> (TSF) impoundment and over the south abutment of the tailings dam via a drop structure. Larger <br /> floods were intended, by design, to overtop the ditch and flow into the tailings impoundment, <br /> which has adequate capacity to contain floods up to and including the probable maximum flood <br /> (PMF) event. The portion of the ditch that is designed to overtop is called the overflow section. <br /> During the PMF, 1,800 cfs (approximately 41ac-ft) would pass over the overflow section to the <br /> TSF. <br /> In the fall of 2016, routine maintenance was performed on the South Diversion Ditch. This <br /> maintenance included removal of accumulated sediments, vegetation, and slight regrading of the <br /> Ditch in a few areas. The maintenance activities did not change the existing function of the <br /> Ditch. <br /> Part of the 2016 planned Ditch maintenance included reshaping the overflow section. This <br /> planned work included lowering the west side of the Ditch, on the east side of the tailing facility, <br /> for a length of approximately 500 feet, to an elevation of 8625.5 feet above mean sea level <br /> (amsl). Since the overflow section grading was located over a portion of the TSF liner, BMRI <br /> postponed this portion of the Ditch maintenance until the depth of the liner could be field <br /> verified. <br />