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WASTE DISCHARGE REQUIREMENTS -5- SADDLE CITY COUNTY SERVICE AREA NO. 31 GIBRALTAR COMMUNITY BUILDERS WASTEWATER TREATMENT FACILITY SAN JOAQUIN COUNTY 0A41,11 D. Receiving Water Limitations:�� 1. The Discharger shall not cause the dissolved oxygen concentration in either White Slough or Bishop Cut to fall below 5.0 mg/1. When dissolved oxygen concentrations fall below this limit, the discharge of waste to surface waters is prohibited. 2. The discharge shall not cause visible oil, grease, scum, foam, floating or suspended material in the receiving waters or watercourses. 3. The discharge shall not cause concentrations of any materials in the receiving waters which are deleterious to human, animal, aquatic, or plant life. 4. The discharge shall not cause esthetically undesirable discoloration of the receiving waters. 5. The discharge shall not cause fungus, slimes, or other objectionabTe growths in the receiving waters. 6. The discharge shall not cause bottom deposits in the receiving waters. 7. The discharge shall not increase the turbidity of the receiving waters by more than 10% over background levels. 8. The discharge shall not alter the normal ambient pH of White Slough more than 0.5 units. 9. The discharge shall not increase the normal ambient temperature of White Slough water more than 50F (3°C). 10. The discharge shall not cause a violation of any applicable water quality standard for receiving waters adopted by the Board or the State Water Resources Control Board as required by the Clean Water Act and regulations adopted thereunder. If more stringent applicable water quality standards are approved pursuant to Section 303 of the Clean Water Act, or amendments thereto, the Board will revise and modify this Order in accordance with such more stringent standards. E. Provisions: 1. The Discharger shall provide land to be used for storage and/or disposal when the discharge of wastes to surface waters is prohibited. 2. The Discharger shall submit an operations and maintenance plan for the facility. The plan shall include a schedule for routine maintenance to assure proper operation; a description of proposed sludge disposal; alternative sources of power; and a contingency plan in case the Contreat System fails.