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• <br />• <br />• <br />Table 1 <br />Tailings Impoundment Water Balance <br />Bench Inflow/Outflow Area Amount Flow Totals <br /> (s q. (2m) ( m) <br />Barrier Inflow Total 31.42 <br /> Process Water from Mill - - - - 31.11 <br /> Direct Precipitation (avg.) 16,410 15.72 0.31 <br /> Stormwater Run-on 0 0.00 0.00 <br /> Out ow Total -31.42 <br /> Available Decant Water Recycle - - - - -24.66 <br /> Pan Evaporation (avg.) 16,410 38.00 -0.74 <br /> Seepage (2.05e-4 gpm/sq. ft.) - leachate <br />collected & recycled <br />16,410 <br />- - <br />-3.36 <br /> Void Space Entrainment - - - - -2.66 <br /> Direct Discharge - - - - 0.00 <br /> Total Available Recycle Water -28.02 <br /> <br />Water Storage, al. <br />36,824 (based on 15% area, 2' avg. <br />depth <br /> Make-up water gal./day 4,890 <br />Bench #1 Inflow Total 31.99 <br /> Process Water from Mill - - - - 31.11 <br /> Direct Precipitation (avg.) 47,100 15.72 0.88 <br /> Stormwater Run-on 0 0.00 0.00 <br /> Outflow Total -31.99 <br /> Available Decant Water Recycle - - - - -23.62 <br /> Pan Evaporation (avg.) 47,100 38.00 -2.12 <br /> Seepage (7.63e-5 gpm/sq. ft.) - leachate <br />collected & recycled <br />47,100 <br />- - <br />-3.59 <br /> Void Space Entrainment - - - - -2.66 <br /> Direct Discharge - - - - 0.00 <br /> Total Available Re cle Water -27.21 <br /> <br />Water Storage, al. <br />105,692 (based on 15% area, 2' avg. <br />depth) <br /> Make-up water gal./day 6,881 <br />Bench #2 Inflow Total 32.27 <br /> Process Water from Mill - - - - 31.11 <br /> Direct Precipitation (avg.) 62,300 15.72 1.16 <br /> Stormwater Run-on 0 0.00 0.00 <br /> Out ow Total -32.27 <br /> Available Decant Water Recycle - - - - -22.67 <br /> Pan Evaporation (avg.) 62,300 38.00 -2.81 <br /> Seepage (6.64e-5 gpm/sq. ft.) - leachate <br />collected & recycled <br />62,300 <br />- - <br />-4.14 <br /> Void Space Entrainment - - - - -2.66 <br /> Direct Discharge - - - - 0.00 <br /> Total Available Recycle Water -26.81 <br />Page 18 of 35