Laserfiche WebLink
COLORADO DEPARTMENT OF HEALTH, Water Quality Control Division <br /> Rationale - Page 3. Permit No. CO-000021.3 <br /> APPENDIX A <br /> Water quality standard (WQS) based effluent limitations are calculated using <br /> Lhe fo Llowing mass balance formula: <br /> LI, WQS 07-10 t QEFF) <br /> QEFF <br /> Where: <br /> EL = Calculated effluent limitation (mg/1) <br /> WQS = Applicable water quality standard (mg/1) <br /> Q7-10 = Receiving water 7-day, 1.0-year low flow (7.0 cfs) <br /> QEFF = Maximum effluent flow (1.14 cfs) <br /> 1. Total Recoverable Copper: <br /> EL - 0.018 (7.0 + 1.14) - 0.13 mg/1 <br /> 1.14 <br /> 2. T.R. Iron: <br /> EL = 1.0 (1.0 + 1.14) - 7.14 mg/l <br /> 1.14 <br /> 3. T.R. Manganese: <br /> EL - 1.0 (7.0 + 1.14), - 7.14 mg/l <br /> 1.14 <br /> 4. T.R. Zinc: <br /> EL - 0.085 (7.0 + 1.14) - 0.61 mg/1 <br /> 1.14 <br /> 5. T.R. Cadmium: <br /> EL = 0.001 (7.0 + 1.14) - 0.007 mg/1 <br /> 1.14 <br /> 6. T.R. Silver: <br /> EL - 0.0001 (7.0 + 1.14) - 0.0007 mg/l <br /> 1.14 <br /> 7-6-35 <br />