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Figure 3 <br />Cripple Creek & Victor Mining Company <br />Squaw Gulch VLF -Process Solution Storage Area <br />Design PSSA Stage Storage Curve <br />ELEVATION (FT) <br />9460 <br />9440 <br />9420 <br />9400 <br />9380 <br />9360 <br />9340 <br />DESIGN PSSA FILLING CURVE <br />0 <br />10 <br />20 <br />30 <br />40 <br />VOLUME (FT3) <br />50 <br />60 <br />70 <br />80 <br />Millions <br />• Elevation 9,445' at 35% ore porosity is 175.5 million gallons. <br />• 80% of maximum pregnant solution storage capacity is estimated to be 140.5 million gallons assuming an ore porosity of 35%. This <br />corresponds to a solution elevation of 9433.2'. <br />• Maximum anticipated pregnant solution storage volume (including all contingency flows) is approximately 92 million gallons. <br />Page 6 of 8 <br />j ELEVATION <br />9,450' <br />— <br />_ <br />(_ <br />1 <br />1-1 <br />W <br />�cl <br />u-+ <br />LI <br />zpl <br />o:l <br />-'1 <br />eel <br />Co l <br />i <br />Ieft <br />i <br />^,,,1 <br />44 <br />1 <br />0 <br />10 <br />20 <br />30 <br />40 <br />VOLUME (FT3) <br />50 <br />60 <br />70 <br />80 <br />Millions <br />• Elevation 9,445' at 35% ore porosity is 175.5 million gallons. <br />• 80% of maximum pregnant solution storage capacity is estimated to be 140.5 million gallons assuming an ore porosity of 35%. This <br />corresponds to a solution elevation of 9433.2'. <br />• Maximum anticipated pregnant solution storage volume (including all contingency flows) is approximately 92 million gallons. <br />Page 6 of 8 <br />