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COLORADO DEPARTMENT OF HEALTH, Water Quality Control Division <br />Rationale -Page 7, Pennir No. CO-0043648 <br />Table III-2, cont'd <br />Metals Standards Summary - Arequa Gulch, Segment 22 of the Upper Arkansas Sub-basin of the Arkausas <br />River Basin, All Concentratiorss Are uR/l <br />Stream Standard, ug/l <br />Metal Acute Chronic Analytical Method <br />T~p~ry Modifications -Effective Throitglt 12/3]/97 <br />Aluntinunt - 22, 000 <br />Cadmium - 77 <br />Iron - 3, 000 <br />Manganese - 9, 000 <br />Zinc - 1,700 <br />Underlying Standards -Effective 1/1/98 <br />Aluminum 750 87 <br />Cadmium 19 3.4 <br />Iron - 1,000 <br />Manganese - 1,000 <br />Zinc 379 343 <br />Dissolved <br />Dissolved <br />Total Recoverable <br />Dissolved <br />Dissolved <br />Dissolved <br />Dissolved <br />Total Recoverable <br />Dissolved <br />Dissolved <br />Allowable /nstrenm Total Ammonia <br />No significant quantities of ammonia are expected to be !n any discharge associated with the active operation of <br />the mine. However, ammonia will likely be produced in the treatment of cyanide, and if unexpectedly high <br />concentrations of cyanide appear in any wastestreant flowing to compliance points included in this permit, such <br />treatment will be required. Then, both ammonia as well as cyanide concentrations will need to 6e controlled. <br />In order to insure that the instream standard for un-ionized ammonia will be protected, effluent limitations for <br />total ammonia must be evaluated. To do so, the Division standardly uses the Colorado Ammonia Model when <br />sufficient stream and effluent pH and temperature data is available. This model requires 3 to 4 years worth of <br />weekly instream pH and temperature measurements. <br />In this case, such data is not available. /t was therefore necessary to use the results of regional analyses that <br />have been performed for the whole State of Colorado. From these analyses, the maximum allowable instream <br />total ammonia concentration below the discharge has been estimated to be 0.2 mg/l. <br />Effluent limitations based upon the allowable instream total ammonia concentration listed above are discussed in <br />section Vl.A. <br />Another consideration is that after the active operation of the facility is completed, the leaching solution will <br />need to be detoxified and discharged. Then, ammonia limits will be a more significant issue, and the Colorado <br />Ammonia Model will need to be used in order to determine ammonia limits in the renewal of this permit. <br />In order to insure that enough pH and temperature data will be collected for use in the model, a compliance <br />schedule requiring their collection will be included in the permit. <br />