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5.7.2 East Cresson Overburden Storage Area ( "ECOSA ") 5 -19 <br />5.7.3 Deposition of Overburden into Mine Areas 5 -21 <br />5.8 Haul /Access Roads 5 -22 <br />5.8.1 General 5 -22 <br />5.8.2 Public Roads 5 -23 <br />5.8.3 Access Roads 5 -24 <br />5.8.4 Haul Roads 5 -24 <br />6.0 HIGH GRADE MILL FACILITIES 6 -1 <br />6.1 Introduction and General Characteristics 6 -1 <br />6.2 High Grade Mill Facilities Operations 6 -3 <br />6.2.1 Crushing and Grinding 6 -3 <br />6.2.2 Froth Flotation 6 -5 <br />6.2.3 Agglomeration 6 -5 <br />6.2.4 Regrind Circuit 6 -6 <br />6.2.5 Leach Circuit 6 -6 <br />6.2.6 CIP Circuit 6 -7 <br />6.3 Construction 6 -7 <br />6.3.1 High Grade Mill Facilities Platform 6 -7 <br />6.3.2 Mill Layout and Buildings 6 -10 <br />6.4 Mill Reagents 6 -11 <br />6.5 Water Balance and Recycling 6 -12 <br />6.6 Storm Water Control at the High Grade Mill Facilities 6 -13 <br />6.7 Stability 6 -13 <br />7.0 VALLEY LEACH FACILITIES 7 -1 <br />7.1 Arequa Gulch VLF 7 -1 <br />7.2 Squaw Gulch VLF 7 -1 <br />7.2.1 SGVLF and Underdrain System Design Components 7 -3 <br />7.2.1.1 Underdrain System 7 -3 <br />7.2.1.2 Ore Storage Area Liner System 7 -4 <br />7.2.1.3 Pregnant Solution Storage Area Liner System 7 -5 <br />7.2.1.4 High Volume Solution Collection System 7 -5 <br />7.2.1.5 Low Volume Solution Collection System 7 -6 <br />7.2.1.6 Leak Detection System 7 -7 <br />7.2.1.7 Closure Drain 7 -7 <br />7.2.2 Construction Sequence 7 -8 <br />7.2.2.1 Clearing and Soil Stripping 7 -8 <br />7.2.2.2 PSSA Embankment Construction and Relocation of SH 67 7 -8 <br />7.2.2.3 SGVLF Foundation 7 -9 <br />7.2.2.4 Closure Drain and Boreholes to Diatreme 7 -10 <br />7.2.2.5 Construction of Leak Detection 7 -11 <br />7.2.2.6 Access /Haul Roads 7 -12 <br />7.2.2.8 Construction Drawings, Construction Specifications, Inspection, and <br />Certification 7 -12 <br />7.2.3 Ore Loading 7 -13 <br />Cripple Creek & Victor Gold Mining Company <br />Cresson Project Mine Life Extension 2 <br />iii <br />