Laserfiche WebLink
Robinson Lake Operating Plan Climax Molybdenum Company <br />Version: R1 Permit M -1977 -493 <br />• 1.0 OVERVIEW <br />• <br />In accordance with the requirements described in the Climax Mine Environmental Protection <br />Plan (EPP), Robinson Lake is designed and operated as a zero discharge facility to preclude <br />overflow to Eagle Park Reservoir and the East Fork of the Eagle River. To fulfill this <br />commitment, the water level in Robinson Lake is maintained well below the spillway control <br />crest to provide sufficient surcharge capacity to store, without release, runoff from the probable <br />maximum precipitation (PMP) event, plus runoff from the 100 -year snowmelt event, plus <br />seepwater from the Robinson Dam, 1 Dam, and 4 Dam seepage collection systems, plus <br />operating return flows from the Tenmile Tunnel. The following technical discussion provides the <br />basis and assumptions used to establish the Robinson Lake Operating Plan. <br />2.0 BASIS AND ASSUMPTIONS <br />2.1 Probable Maximum Precipitation <br />A site - specific PMP study for the Climax Mine was completed by Applied Weather Associates in <br />2005 and revised in 2009. This study concluded that the PMP event at Climax would produce <br />4.41 inches of total rainfall. A discussion of the analyses and conclusions are presented in <br />Permit Amendment AM -06 Exhibit G. <br />2.2 100 -Year Snowmelt <br />• As part of the Climax flood hydrology study completed in 2005, Wheeler developed 100 -year <br />snowmelt runoff rates for the Climax site. These rates were based on an analysis of the Black <br />Gore Creek drainage basin near Vail and adjusted for the Climax site. The snowmelt study <br />determined the 100 -year 1 -day maximum snowmelt runoff rate to be 15.28 gallons per minute <br />(gpm) per acre (0.0675 acre -feet per acre in one day). Correspondingly, the peak 100 -year 5- <br />day- average snowmelt runoff rate was determined to be 12.40 gpm per acre (0.2740 acre -feet <br />per acre in five days). <br />2.3 Seepwater Inflow <br />The Robinson Dam and 4 Dam seepwater systems collect seepage below the respective dams <br />and pump that water into Robinson Lake. The seepage rate from Robinson Dam has <br />historically been less than about 25 gpm. The pump system that pumps this seepwater back to <br />Robinson Lake has a nominal capacity of 480 gpm and is therefore only run on an intermittent <br />basis. The seepage rate from 4 Dam has historically been less than 25 gpm. This pump system <br />also has a pumpback capacity of 480 gpm. <br />Seepage from 1 Dam is conveyed to Warren's Pump System where it is normally pumped into <br />the Tenmile Creek basin for treatment. The rate of 1 Dam seepage has historically been less <br />than 1,000 gpm. Warren's Pump System has a nominal capacity of 4,500 gpm. <br />2.4 Operating Return Flows <br />During operation, approximately 10,000 gpm of process water will be pumped from Robinson <br />Lake to supply the demands of the mine and mill. Whenever the natural inflow to the lake is not <br />sufficient to maintain the desired operating water levels, water can be diverted into the lake from <br />the Tenmile Creek basin through the Tenmile Tunnel. Water from the Tenmile Tailings Storage <br />EPP — Appendix D <br />August 2011 1 <br />