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WASTE DISCHARGE REQAMENTS ORDER NO. 5-00-031 • -11- <br /> CITY OF LODI <br /> WHITE SLOUGH WATER POLLUTION CONTROL PLANT <br /> SAN JOAQUIN COUNTY <br /> IT IS HEREBY ORDERED that Order No. 93-030 is rescinded and the City of Lodi, its agents, <br /> successors and assigns, in order to meet the provisions contained in Division 7 of the California <br /> Water Code and regulations adopted thereunder, and the provisions of the Clean Water Act and <br /> regulations and guidelines adopted thereunder, shall comply with the following: <br /> A. Discharge Prohibitions: <br /> 1. Discharge of wastewater at a location or in a manner different from that described in the <br /> Findings is prohibited. <br /> 2. The by-pass or overflow of wastes to surface waters is prohibited, except as allowed by <br /> Standard Provision A.13. [See attached "Standard Provisions and Reporting <br /> Requirements for Waste Discharge Requirements (NPDES), dated 1 March 1991]". <br /> 3. When the dissolved oxygen concentration in Dredger Cut, Bishop Cut, or White Slough <br /> falls below 5 mg/1, the discharge of wastes to surface waters is prohibited. The points of <br /> compliance for this determination shall be defined as receiving water monitoring <br /> locations R-1 and R-2, at a time between 7:00 a.m. and 9:00 a.m. Compliance with this <br /> Prohibition in Dredger Cut shall be in accordance with the time schedule in Provision <br /> H.2. <br /> B. Effluent Limitations (Discharges to Dredger Cut): <br /> 1. The effluent shall not exceed the following limits: <br /> Monthly Weekly Daily Dail - <br /> Constituents Units Average Average Average Maximum <br /> Dissolved Oxygen] mar5] , <br /> Total Suspended mg/1 202 402 50- <br /> Solids lbs/day 1168' 23353 2919' <br /> Settleable Solids ml/1 0.1 <br /> Oil and Grease mg/1 10 15 <br /> lbs/day 584 8 5 <br /> Chlorine Residual4 mg/l 0.01 0.0194 <br /> lbs/day 0.58 3 1.113 <br /> Discharge must meet or exceed 5 mg/l dissolved oxygen. <br /> To be ascertained by a flow proportional 24-hour composite sample. <br /> 3 Based on an average dry weather flow capacity of 7.0 mgd. <br /> 4 Note that the 0.019 mg/l limitation is an hourly average not daily average. <br />