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C) <br /> RPM,Inc.,25049 E.Alder Dr.,Aurora,CO 80016 Phone:(303)854-74" Email:hlhumphries2@comcast.net <br /> use later during reclamation. Front-end loaders, scrapers, excavators, or other <br /> suitable equipment will be used to remove PGM and borrow material, <br /> followed by site reclamation. <br /> The short duration of the borrow operation and timely site reclamation will <br /> minimize impacts to the hydrologic balance. <br /> SEMA's Corporate Stormwater Management Plan is being implemented to <br /> protect the hydrologic balance. <br /> Ground water will not be intercepted or otherwise impacted. <br /> The reclaimed surface will be returned to land suitable for rangeland. The pit <br /> slopes will be 3H:1 V or less. <br /> Upon completion of mining, all runoff will be contained within the pit and <br /> will infiltrate into the ground water system. The subsoils are characterized as <br /> being "well drained" and "no ponding." These measures will ensure a stable <br /> reclaimed configuration and will minimize disturbance to the hydrologic <br /> balance. <br /> (m) Specify if the deposit will be processed on-site. If the deposit will be <br /> processed,then describe the nature of the process,facilities and chemicals <br /> used. The process area and any structures must be described on Exhibit <br /> E—Map: <br /> No on-site processing will take place. <br /> (n) Identification of the primary and secondary commodities mined and <br /> intended uses: <br /> The primary product(commodities)excavated from this mine site will be <br /> borrow material which will be utilized as embankment material on the <br /> adjacent construction project. <br /> No secondary commodities will be produced. <br /> (o) Identification of the expected incidental products mined and intended <br /> uses: <br /> No incidental products will be mined. <br /> (p) Specify if explosives will be used in conjunction with the mining or <br /> reclamation. In consultation with the Office, the Applicant must <br /> demonstrate, pursuant to Subsection 6.5(4), Geotechnical Stability <br /> 51 <br />