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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 a <br />depth of 2.5 feet. The peak velocity in this segment will be approximately <br />10 fps during the design storm event and rip rap armoring will be required <br />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 />Battle Mountain Resources, /nc. 13 Telesto Solutions, lnc. <br />P1RojecL~Q@-NewmongSaN,uis)~SanLUis~Pemrit Amen~mem - Wut R~ Ma1w.geme~t\V4 Repon & P~FSPertuitAmenament v4.doc October 2006 <br />