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CRESSON HEAP LEACH WATER BALANCE <br />PHASE 1 LEACH PAD <br />x,500 CONTINOUS APPLICATION RATE TO HEAP <br />DETERMINISTIC ANALYSIS <br />JPUT DATA: LAKE EVAPORATION lin) <br /> PRECIP Iin) PRECIP MONTH WGT <br />TH MEAN TD DE MEAN MFAN <br /> +2 STD DEV STD DEV FACTOR <br />N 0.38 0.27 0.82 0.870 0.11 0.28 <br />EB 0.34 0.18 0.88 1.040 0.25 0.3d <br />IAR 0.80 0.37 1.34 2.370 0.39 0.77 <br />PR 1.37 7.1E 3.08 4.280 0.77 1.40 <br />IAV 1.E7 D.E3 2.93 4.570 0.70 1.40 <br />UN 1.59 1.11 3.81 5.580 0.88 1.82 <br />UL 4.84 2.57 9.98 5.370 0.77 1.73 <br />UG 3.88 1.95 7.5E O.SOD 0.84 1.47 <br />EP 1.61 0.57 2.75 3.800 0.60 1.24 <br />CT 1.08 0.93 2.94 2.480 0.47 0.81 <br />OV 0.3E 0.1E O.EB 1.110 0.29 0.3E <br />EC 0.48 0.50 1.48 0.880 0.14 0.29 <br />DOTAL 17.98 TOTAL 30.80 <br /> MONTHLY AVG 3.07 <br />EARLY ORE PRODUCTION RATE. <br />VG PRIMARY LEACH APPLICATION RATE _ <br />JITIAL ORE MOISTURE _ <br />RE MOISTURE FIELD CAP.= <br />VG BARREN FLOW TO HEAP= <br />NNUAL AVG DRIP EVAPORATIVE LOSB (%OF USAGE/100)- <br />VG PRECIPITATION LOSS ON INACTIVE HEAP (%/100). <br />INIMUM OPERATING VOLUME OF PREG SOLUTION STORAGE. <br />PERATING PREGNANT SOLN. STORAGE VOLUME ABOVE MIN.- <br />OLUTION DRAINDOWN DURATION @AVG. APPLICATION RATE= <br />JO YEAR, 2a HOUR STORM DEPTH: <br /> <br /> <br />8,000,000 TONS <br />0.0034 GPM/SF <br />0.058 BY WEIGHT <br />0.08 BY WEIGHT <br />4500 GPM <br />0.02 <br />0.25 <br />1,700,000 GALLONS <br />10,000,000 GALLONS <br />24 HOURS <br />J.50 INCHES <br /> <br />