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Table 26B -Projections of the Flooded Workings <br />• Water Quality following Recycling of <br />Thickener Water for Key Constituents <br /> Flooded <br />Wofirjngs <br />MDNE (Max)' <br />Tbickerer~ <br />Year 13 <br />Year 3° <br />At Discharge s <br /> pH (S.in 8.4 8.2 8.3 8.2 8.2 <br /> TDS (mg/1) 1412 510 839 636 510 <br /> EC (umhos/cm) 1729 900 1203 1016 900 <br /> Chloride 8 72 49 63 72 <br /> Iron 0.89 <0.05 0.36 0.17 <0.05 <br /> (total recoverable)(mg/I) <br /> Iron (dissolved) (mgR) <0.02 0.03 <0.03 0.03 0.03 <br /> Manganese 0.04 <0.01 <0.02 <0.01 <0.01 <br /> (total recoverable) <br />• (mg/1) <br /> Manganese (dissolved) 0.01 <0.01 <0.01 <0.01 <0.01 <br /> (mg/1) <br /> Molybdenum (mg/1) 0.02 NA 0.11 0.12 NA <br /> Nickel (mg/l) <0.02 0.01 <0.01 0.01 0.01 <br /> Nitrate as N 0.02 0.38 0.25 0.33 0.38 <br /> SAR 40.49 11.15 21.88 15.25 11.15 <br /> Selenium 0.001 0.007 0.005 0.006 0.007 <br /> Sulfate (mg/1) 17 130 88.5 114 130 <br /> 'Ma:~~~~„ values developed from a corrtpatisott of the 4194 addition ro Exhibit 8 and tom the sample acquired 5/4x94. <br /> rlttickerer vahtes acquired from 12!30/94 sample. Water quality in flooded workings will look IHce thickener in year 4. <br /> 'Binary m':'^9 assumigg 36.6% from mire in>jow aid 63.3% from the thickener (2.43 x 1~ gal. thickener/6.63 x 1(l gal. ht mire) <br /> az Yeaz 1. <br /> 'Binary mixing assorting 14% from mire inflow and 86% (7.29 x 1~ gal. dtickener/8.98 x lOB gal. mire water vohtme) from the <br /> thickerer az Yeaz 3. <br /> 'Butary Mixing assunw(g floodug ro the elevation of the Fast Pond and sU65eyuem discharge reflecting thickener water quality. <br />• <br /> (Revised 2/6/95) <br /> 2.05-86 <br />