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• <br />• <br />• <br />9.0 SURFACE WATER MANAGEMENT <br />9.1 General <br />The hydrologic design parameters used to design the surface water management system <br />for the MLE activities are the same as those used for previous submittals including <br />Amendment No. 7, Amendment No. 8 and the East Cresson Mine Expansion. The design <br />storms for the Cresson Project previously approved by the OMLR are as follows (from <br />the NOAA iso-pluvial charts): <br />¦ 10-year, 24-hour=2.4 inches <br />¦ 100-year, 24-hour = 3.5 inches <br />The mines, overburden storage areas, VLF, and support facilities for the Cresson Project <br />incorporate designs to protect the quality and quantity of Project area ground and surface <br />waters. The VLF, including the Phase 5 extension, and the existing ADR facilities are <br />designed as zero discharge systems with upgradient runoff diverted around the facilities. <br />The VLF is designed and constructed to contain precipitation from a 100-year, 24-hour <br />storm event within the lined area. Integration of the ADR facilities into the VLF liner <br />system provides for further containment of solutions. Runoff from undisturbed areas is <br />diverted around areas of disturbance to the extent possible. Runoff from disturbed areas <br />will be controlled with best management practices to minimize erosion and to retain <br />excessive sediment. CC&V operates in accordance with the Colorado General Storm <br />Water Permit for the facility. <br />Surface flows resulting from intense, but infrequent, storm events will be controlled and <br />routed around the new disturbance areas associated with the Phase 5 VLF extension, <br />North Cresson Mine area, WHEX of the East Cresson Mine area, SGOSA Extension and <br />ECOSA. This will be accomplished with a series of diversion ditches constructed at <br />various stages in the operations. The size and geometry of the diversions will be based on <br />the anticipated location and longevity of the structure as well as the peak storm water <br />flow estimates. These estimates are developed using practical graphic- or computer-based <br />modeling techniques, in this case the SEDCAD4 model. <br />Cripple Creek & Victor Gold Mining Company <br />Cresson Project Mine Life Extension <br />9-1