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WASTE DISCHARGE REQUIREML_..S ORDER NO.R5-2004-XXXX -9- DEFENSE DISTRIBUTION DEPOT SAN JOAQUIN SHARPE WASTEWATER TREATMENT FACILITY SAN JOAQUIN COUNTY Requirements"dated 1 March 1991. A. Discharge Prohibitions: 1. Discharge of wastes to surface waters or surface water drainage courses is prohibited. 2. Bypass or overflow of untreated or partially treated waste is prohibited. 3. Discharge of sewage from a sanitary sewer system at any point upstream of the WWTF is prohibited. Discharge of treated wastewater downstream of the treatment plant, other than at the approved discharge areas, is prohibited. 4. Discharge of waste classified as `hazardous', as defined in Sections 2521(a) of Title 23, CCR, Section 2510, et seq., (hereafter Chapter 15), or `designated' as defined in Section 13173 of the California Water Code, is prohibited. 5. The discharge of any wastewater other than that from municipal sources or municipal equivalent is prohibited. B. Discharge Specifications: 1. The monthly average inflow to the WWTF shall not exceed 50,000 gpd. 2. Disposal of effluent shall be confined to the designated disposal area as defined in Finding 8. 3. No waste constituent shall be released or discharged, or placed where it will be released or discharged, in a concentration or in a mass that causes violation of the Groundwater Limitations. 4. Neither the treatment nor the discharge shall cause a nuisance or condition of pollution as defined by the California Water Code, Section 13050. 5. Objectionable odor originating at the facility shall not be perceivable beyond the limits of the wastewater treatment and disposal areas. 6. As a means of discerning compliance with Discharge Specification No.5, the dissolved oxygen content in the upper zone(1 foot) of the evaporation/percolation pond shall not be less than 1.0 mg/l. 7. Public contact with wastewater shall be precluded or controlled through such means as fences and signs, or acceptable alternatives. 8. The Discharger shall operate all systems and equipment to maximize treatment of wastewater and optimize the quality of the discharge.