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• certain project components. In those instances where the submittal of further <br />information is warranted, CC&V will provide Issued For Construction ("IFC") <br />drawings and appropriate supporting documentation (e.g., calculations, narrative <br />explanations) to the OMLR containing design details and changes that are based <br />on site specific conditions and constraints. Comparable to Amendment No. 8 <br />activities, submittal of the IFC drawings and any supporting information is not <br />expected to require new approvals but is intended merely to ensure that the <br />OMLR is aware of the phased implementation of the MLE activities. It is <br />recognized that certain design changes may require OMLR review and approval <br />as more detailed information is provided pursuant to approved MLE. It also is <br />recognized that if the OMLR determines that any proposed change will be of such <br />a nature to diminish the ability of the structure to protect persons, property, or the <br />environment, the OMLR may require the appropriate information or revision. <br />As with construction of previous phases, CC&V will employ the services of a <br />qualified quality assurance contractor during the construction of VLF <br />components. Reviews, inspections, and applicable testing of specific elements of <br />the VLF component construction will be carried out to ensure adherence to <br />• construction specifications. Technical Specifications for construction of Phase 5 <br />are presented in Appendix 8. <br />6.4 Ore Loading <br />Haul trucks will be filled at the LOB or directly haul run of mine ore from the mine areas <br />to the VLF. The loaded haul trucks transport the ore to designated areas on the VLF <br />where end dumping and spreading by dozers is conducted. <br />CC&V will maintain an overall ore slope of 1.6H:1 V on perimeter slopes against <br />upsloping ground during operations as currently approved for other areas of the VLF. <br />Overall operational slopes on ore side slopes against downsloping ground will be <br />maintained at 2.5H:1 V and operational slopes above the Phase 5 PSSA embankment will <br />be maintained at 2.OH:1 V. <br />6.5 Solution Application <br />Pregnant solution from the enrichment tanks (see Section 7.0) or barren solution is <br />pumped from the ADR facility to the Phase 5 VLF in a 24-inch diameter HDPE or steel <br />pipelines, referred to as headers, located entirely within the lined portion of the VLF. <br />These pipelines branch into a series of 12-inch diameter HDPE pipes connected to six- <br />Cripple Creek & Victor Gold Mining Company <br />Cresson Project Mine Life Extension <br />6-10