NPDES Discharge Permit Effluent Limits and Performance Standards Sample Clauses

NPDES Discharge Permit Effluent Limits and Performance Standards. ‌ The City of Allentown Xxxxx’x Island Wastewater Treatment Plant (WWTP) operates under NPDES permit PA 0026000. The current NPDES permit has expired, but has been administratively extended. The permit will be reissued with nutrient removal requirements. The Concessionaire will be responsible for compliance with all current and future discharge limitations. The effluent limits in the current NPDES permit are summarized in Table B-1 below Table B-1: NPDES Discharge Permit Effluent Limitations‌ Parameter‌ Monthly Average Effluent LimitWeekly Average Effluent Limit‌ Instantaneous (Daily) Maximum Effluent Limit Carbonaceous Biochemical Oxygen Demand (CBOD5) 20 mg/L 30 mg/L 40 mg/L Total Suspended Solids (TSS) 30 mg/L‌ 45 mg/L‌ 60 mg/L‌ Ammonia Nitrogen (NH3-N) May 1 to October 31 5 mg/L --- 10 mg/L Ammonia Nitrogen November 1 to April 30 15 mg/L --- 30 mg/L Fecal Coliform May 1 to September 31 200/100 ml geometric mean Fecal Coliform‌ October 1 to April 30 2,000/100 ml geometric mean Residual Chlorine 0.5 mg/L ---‌ --- pH 6.0 to 9.0 SU Dissolved Oxygen 5.0 mg/L minimum In addition to the effluent limits in Table B-1 above, the minimum percentage removal as a monthly average under 40 CFR 133 for BOD5 and TSS is 85%. This summary does not replace the terms as set forth in the NPDES permit. In addition, the Concessionaire shall meet the performance standards set forth in Table B-2. Table B-2: Performance Standards‌ Parameter‌ Monthly Average Effluent Concentration Weekly Average Effluent Concentration Carbonaceous Biochemical Oxygen Demand (CBOD5) ≤ 12 mg/L mg/L CBOD5 Percent Removal ≥ 90 %‌ ---‌ Total Suspended Solids (TSS) ≤12 mg/L mg/L TSS Percent Removal ≥90 % --- Ammonia Nitrogen (NH3-N)‌ May 1 to October 31 ≤1.5 mg/L --- Ammonia Nitrogen November 1 to April 30 ≤12 mg/L --- Fecal Coliform May 1 to September 31 ≤12/100 ml geometric mean Fecal Coliform October 1 to April 30 ≤35/100 ml geometric mean Residual Chlorine ≤0.5 mg/L‌ --- pH 6.0 – 9.0 SU Dissolved Oxygen ≥5.0 mg/L minimum The standards listed in Table B-2 are equivalent to two (2) times the previous three-year average effluent concentration for CBOD, TSS, and Ammonia-Nitrogen. The chlorine and dissolved oxygen standards are equivalent to the regulatory standard. The Fecal Coliform standard is representative of actual performance over the past three (3) years. The City recognizes that performance may be impacted to some extent by the magnitude of WWTP influent flow and loadings. Should the flow and ...
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