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AUG-05-1994 16:14 FROM Public Works TO 94648138 P.85 •---w...,- •..••.�,e-ts.or a -3wv town I$%-LTJ•Created:20 3day 1949 11:54- PVt 5 of 7 wASTE DISCHAR(3E REQUIREMENTS 5 CITY OF LATHROP AND CROSSROADS SANITARY CORP, L4THROP INDUMIAL WASTEWATER TREATMENT PLANT SAN JOAQUIN COUNTY 2. The Discharger shall use the best practicable cost-effective control technique currently available to limit mineralization to no more than a reasonable increment. The Discharger shall submit a Plan to limit mineralization within 60 days prior to the onset of the discharge, 3. The Discharger shall provide quarterly progress reports on the construction of the wastewater facilities is preparation for initiating the discharge. 4. The Discharger shall comply with the Monitoring and Reporting Program No., which is part of this Order, and any revisions thereto as ordered by the Executive Officer. 5. The Discharger shall submit within 60 days of the onset of wastewater effluent discharge, a ground water monitoring work plan that will enable monitoring the ground water mounding and ground water quality beneath each of the wastewater disposal ponds. 6. The Discharger shall comply with the "Standard Provisions and Reporting Requirements for Waste Discharge Requirements", dated 1 March 1991, which ale attached hereto and by reference a part of this Order. This attachment and its individual paragraphs are commonly referenced as "Standard Provision(g).° 7. On or about 1 October of each year,available pond storage and disposal capacity shall at least equal the volume.necessary to comply with Discharge Specification S. The Discharger shall report to the Board by 30 October each year on it compliance with this provision. 8. The Discharger shall implement, as more completely set forth in 40 CFR 443.5, the necessary legal authorities,programs,and control to ensure that the following incompatible wastes are not introduced to the treatment system, where incompatible wastes are: a. Wastes which create a fire or explosion hazard in the treatment works; b. Wastes which will cause corrosive structural damage to treatment works, but in no case wastes with a pH lower than 5.0, unless the works is specially designed to accommodate such wastes; C. Solid or viscous wastes in amounts which cause obstruction to flow in sewers, or which cause other interference with proper operation or treatment works; d. Any waste, including oxygen demanding pollutants(BOD, etc.), released in such volume or strength as to cause inhibition or disruption in the treatment works, and subsequent treatment process upset and loss of treatment efficiency; e. Heat in amounts that inhibit or disrupt biological activity in the treatment works,or that raise influent temperatures above 40°C(104°F), unless the treatment works is designed to accommodate such heat; f. Petroleum oil, nonbiodegradable cutting oil, or products of mineral oil origin in amounts that will cause interference or pass-through;