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WASTE DISCHARGE REQUIREMENTS <br /> SIMPSON INVESTMENT COMPANY <br /> AND SIMPSON PAPER COMPANY <br /> RIPON MILL <br /> SAN JOAQUIN COUNTY <br /> 4. Regeneration brine from the cogeneration plant water softeners and the mill effluent are <br /> collected in a sump and discharged into a circular primary clarifier. The clarifier <br /> effluent is discharged into two aeration stabilization basins (ASB) in series (see <br /> Attachment B which is hereby made part of this Order). The first ASB No. 1 is a 14- <br /> foot deep lined basin converted from an abandoned sludge pit. The second ASB No. 2 <br /> is an unlined 5-foot deep basin. Effluent from ASB No. 2 is disposed of on-site to <br /> percolation fields and orchards through a system of pumps and irrigation pipelines. <br /> The original No. 1 and No. 3 effluent ponds (renamed as Dry Ponds No. 1 and No. 2) <br /> have been removed from the wastewater treatment system and are used only to contain <br /> excess wastewater in the event of a system upset or a 100-year storm event. Similarly, <br /> two other "dry ponds", known as Dry Pond No. 3 and No. 4, can be used for <br /> overflow situations. Clarifier sludge is discharged to an on-site sludge pond. <br /> 5. The Discharger also operates an electric cogeneration plant. Water supplied to the <br /> cogeneration plant is treated by a reverse osmosis (RO) filtration unit. The 4-stage RO <br /> process removes 95 percent of the dissolved solids from the water; the purified water is <br /> used to make steam. The steam can then be recycled without contaminants clogging <br /> the system and damaging the generator turbine blades. The RO effluent goes directly <br /> to ASB No. 2. <br /> 6. The Discharger, in an effort to abate odors emanating from its ponds, has converted <br /> the inactive sludge pond (see Attachment B) to an aeration basin for secondary <br /> treatment of mill effluent. Inert dewatered sludge from the inactive sludge pond has <br /> been placed on 50 acres and disced into the top eight inches of soil as a soil <br /> amendment. <br /> 7. The discharge has resulted in elevated levels of total dissolved solids (TDS) beneath the <br /> disposal areas. Wastes discharged to percolation areas in the past had TDS levels as <br /> high as 2500 mg/1. <br /> 8. Regional Board staff determined that past waste discharges were classified as <br /> "designated wastes" under Title 23, California Code of Regulations, Division 3, <br /> Chapter 15. <br /> 9. Subsequent to the Regional Board's determination that the waste was designated, the <br /> Discharger has completed or proposed three projects in order to reduce effluent total <br /> dissolved solids (TDS): <br /> a. The Discharger has reduced the alum consumption by making changes in the <br /> manufacturing chemistry. This change has reduced the effluent TDS to 1400 <br /> mg/1. <br />