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• <br />Technical Revision (TR -18) Climax Molybdenum Company <br />Environmental Protection Plan Permit No. M- 1977 -493 <br />• Upgradient diversions to prevent storm water runon from coming into contact with OSF material; <br />• Run -off control features to contain and direct impacted storm water to the water management and <br />treatment system; <br />• Underdrains to eliminate contact between shallow groundwater and OSF materials; <br />• Underdrains beneath OSF toe areas to collect and route seepage to the water management and <br />treatment system. <br />PDWTP: The new PDWTP will provide second stage treatment of the impacted waters to comply with <br />discharge permit requirements. The flow capacity of this plant will limit the total discharge capacity of the <br />process water system. As stated previously, when final design of the PDWTP becomes available, <br />appropriate submittals will be made to DRMS. At that time, additional information regarding chemicals for <br />water treatment contained within the PDWTP and their associated EPFs will also be provided. <br />Containment for Water Treatment Chemicals: As discussed, various source waters are treated by lime <br />neutralization to raise the pH and precipitate metal hydroxides. Precipitates (treatment sludges) are <br />primarily contained within the sludge cell on the Tenmile TSF. Additional precipitation and settling occurs <br />in the Tenmile and Mayflower TSFs. Prior to discharge to Tenmile Creek, sulfuric acid is employed to <br />reduce the final pH into the range stipulated by the CDPS Permit. <br />Lime: Slaked lime is currently produced at the Lime Station. The lime station includes conventional silos <br />for storage of lime and lime slakers. Slaked lime is produced by mixing lime from the silos with fresh <br />water from Buffehrs Lake and /or the McNulty Well. Slaked lime is then piped to the SDP and also to the <br />3 Dam Pump Station located between Tenmile TSF and Mayflower TSF. <br />Sulfuric Acid: Sulfuric acid is incorporated into the water treatment system to lower the pH of <br />discharged water to within the range of pH 6.5 to 9.0. Sulfuric acid is stored in a 7,000 gallon carbon <br />steel tank at the Mayflower Pump Station. The tank is located within an epoxy lined concrete sump <br />designed to contain 120 percent of tank capacity. <br />GreatFloc 5500: GreatFloc 5500 is received in bags and put into solution onsite. The liquid solution is <br />stored in a 2,000 gallon mix tank and a 3,500 gallon feed /storage tank. These tanks are located within <br />secondary containment inside the SDP <br />East and West Interceptor Systems: An extensive clean water interceptor system has been established <br />by Climax around the affected areas of the upper Tenmile Creek Watershed. The interceptor canal <br />system conveys storm water around the process facility and TSFs, which limits the amount of impacted <br />waters to be treated and discharged. As agreed upon with DRMS, although these interceptors are <br />considered to be pre -EPF systems and do not contain or control designated chemicals or process <br />solutions, they will be managed as internal EPFs. The interceptor system is closely monitored, inspected <br />and maintained as part of routine site monitoring activities. Other than repair and maintenance, any <br />future expansion or modification of the interceptors will be subject to review by DRMS, consistent with <br />Section 6.4.21(10)(a)(ii) of the Rules. <br />The interceptors total approximately 13 miles in length and are labeled as the West Interceptor and the <br />East Interceptor (Figure AM- 06- T -01). These interceptors were constructed in the 1970s during <br />construction of the Mayflower TSF to intercept and convey snowmelt and storm water around the three <br />TSFs in the Tenmile Creek Watershed. The West Interceptor begins along the west side of the Tenmile <br />TSF and drains directly into Tenmile Creek within the Climax property line downstream of the Mayflower <br />TSF. The east interceptor begins at the edge of the McNulty OSF and terminates at the Clinton Gulch <br />Reservoir. The Clinton Canal begins at Clinton Reservoir and terminates at Mayflower Creek. The total <br />Interceptor System handles approximately 14,500 acre -feet of water annually. Clinton Reservoir offers <br />flood protection for Mayflower TSF. <br />Protection of Clinton Reservoir: As the McNulty OSF is expanded, it will become necessary to truncate <br />the upper end of the East Interceptor Canal to direct runoff from the OSF to the water management and <br />treatment system instead of allowing this water to enter the interceptor and Clinton Reservoir. The design <br />EPP: Revision R1 <br />T -26 July 2011 <br />