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3. A 995-foot long lower section conveying water from the stilling basin to <br />the outfall into the existing drainage below the tailings collection pond. <br />This section will be constructed at an average bed slope of approximately <br />6%, with a finished bottom width of 3 feet, side slopes of 2.5:1 (h:v) and <br />a depth of 2.5 feet. The peak velocity in this segment will be <br />approximately 10 fps during the design storm event and it is assumed that <br />rip rap armoring will be required to prevent erosion along this segment. <br />The reclamation plan for the Collection Pond remains unchanged from previous <br />plans. The reclamation cost has been updated to reflect current labor and equipment <br />rates. <br />r~ <br />U <br /> <br />n <br />Battle Mountain Resources, Inc. E-4 Te[esto Solutions, lnc. <br />P:Ntojsnt212-Newmont(SavLUis)\SaNUis~Penna AmenNvem - West Pit MvagementNZemuAmmdment_v3.EOC July 2006 <br />