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Diamond Pet Food&Ripon Cogeneration May 28,2014 <br /> Second-Quarter 2014 Groundwater Monitoring Report Page 3 of S <br /> According to DP personnel, the maximum discharge reflects operation of all four production <br /> lines which rarely occurs. <br /> The existing wastewater facilities (Sump, Clarifier, ASB-1, ASB -2, and irrigation piping) are <br /> used to treat the wastewater through aeration and disperse it. Effluent from the Clarifier is <br /> discharged into the two aeration stabilization basins in sequence (ASB-1 then ASB-2). The first <br /> pond, ASB-1, is approximately 14-feet deep and is lined; the second, ASB-2, is unlined and <br /> approximately 5-feet deep. Effluent from ASB-2 is pumped to 86 acres of fields and orchards <br /> around the site. Other ponds on the site (labeled Ponds 1 through 4) are unlined and are used <br /> only to contain excess wastewater in case of a system upset or a 100-year-or-greater storm <br /> event. <br /> RIPON COGENERATION PLANT <br /> The Cogen plant routes blowdown through the DP facilities wastewater system. The average <br /> daily flows from the Cogen in 2013 were between 11,136 and 166,790 gallons per day and the <br /> total volume of water discharged in 2013 was 42,237,830 gallons. The most recent (October <br /> 2012) TDS value for Cogen flow was 828 mg/L; previously(2010), TDS in the Cogen <br /> discharge ranged between 500 and 1,200 mg/L. <br /> Historically, the Cogen flow was blended with lower TDS paper-mill effluent before being <br /> discharged, in sequence, into the two aeration basins (ASB-1 and ASB-2)before being pumped <br /> to irrigation and percolation fields around the site for disposal. After the paper mill closed(May <br /> 2009), the Cogen discharge was blended with water pumped from production well PW-6 before <br /> being dispersed to the irrigation fields. <br /> CITY OF RIPON <br /> The City of Ripon operates a municipal WWTF adjacent to the southwest quadrant of the <br /> DP/Cogen site. The WWTF treats an average of 1.0 million gallons per day(MGD). The <br /> system consists of a series of clay-lined ponds with a surface mechanical aeration system to <br /> oxygenate the waste water. Treated effluent water is disposed by percolation from 45 acres of <br /> disposal ponds. The City is currently under directive from the CVRWQCB to evaluate the <br /> impacts of effluent disposal on groundwater quality. <br /> NESTLES <br /> Nestl6s USA formerly operated an instant coffee and tea processing plant, located <br /> approximately 2,000 feet north of the DP/Cogen site, from 1948 through 1986. Solvents used in <br /> the decaffeination process, and their daughter products (trichloroethene, dichloroethene, and <br /> vinyl chloride) have impacted soils at the site and groundwater in the upper and intermediate <br /> aquifers along the northern and western portions of the DP/Cogen site, and have impacted wells <br /> south of the Stanislaus River. Nestl6s' consultant, Environmental Cost Management, <br /> historically operated two groundwater-treatment systems in the area to remediate the <br /> contaminant plumes, one on South Stockton Avenue and one on Industrial Avenue. The <br /> Stockton Avenue treatment systems effectively reduced the mass of contaminants in <br /> groundwater to the point where ECM was able to take the Stockton Avenue system offline on <br /> October 1, 2010. The Industrial Avenue system still is in operation. Based on the distance of <br /> the system's extraction well from the DP/Cogen site and the volume of water treated by the <br /> system(<500 gpm), and the relatively high permeability of the aquifer, it is unlikely that the <br /> extraction system influences the hydraulic gradient in DP/Cogen wells. <br /> 010107.06 Task 2 Lawrence&Associates <br /> W.-I CLIENTSIDiamond Pet Foods 1010107.01-Groundwater Monitoring)Groundwater Monitoring120M2Q20M2st quarter 2014 report.docx <br />