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Resolution No. 4793
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2004 No. 4782-4819
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Resolution No. 4793
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6/10/2010 4:49:14 PM
Creation date
7/7/2004 4:37:39 PM
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City Recorder
CMO_Document_Type
Resolutions
Document_Date
6/28/2004
Document_Number
4793
CMO_Effective_Date
6/28/2004
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6 DEVELOPMENT A~D EVAIUAllON OF ALTERNAtiVES <br /> <br />38 percent volatile solids reduction. With the comb/nation of anaerobic digestion and <br />treatment in the FSLs, it is anticipated that VSS reduction in projected solids production <br />through the design period will continue to exceed the 38 percent reduction requirement. <br /> <br />6.5.2 Anaerobic Digestion <br />Capacity, both near- and long-term, is the primary issue to be addressed with regards to the <br />anaerobic digesters. <br /> <br />A lithium chloride analysis to evaluate digester capacity was conducted approximately <br />10 years ago. Results from the test indicated that the active volume of the digesters was <br />63 percent. Since that analysis, no major modifications have been made to the digesters to <br />increase the active volume. As flows and loads continue to increase, the solids retention <br />time in the digesters decreases. This may affect MWMC's potential to meet effluent biosolids <br />pathogen and VSS reduction requirements. Modification of the existing digester gas rnJxing <br />system with a pump mixing system would increase the active volume of the digesters to <br />above 90 percent. <br /> <br />Long-term capacity of the digesters was also evaluated. Projected upper limit flows and <br />loads presented kt Chapter 4.0 were used to determine future capacity requirements. It was <br />assumed that digester mixing improvements had been implemented and had improved the <br />active volume of the digesters to 95 percent. Solids and hydraulic loading rates to the <br />digesters were evaluated and the annual average hydraulic loading, with a 20-day solids <br />retention time (SRT), was determined to be the limiting criteria. Figure 6.5.2-1 i~ustrates the <br />capacity of the digesters based on processing the projected annual average flows. As seen in <br />Figure 6.5.2-1, additional capadty is needed in approximately year 2010. The fourth digester <br />shown in Figure 6.5.2-1 assumes a traditional mesophilic digester of the same size as the <br />existing units. However, to provide MWMC with future biosolids flexibility, advanced <br />digestion treatment processes were also evaluated. <br /> <br />Alternatives were evaluated on monetary and non-monetary issues. Non-monetary issues <br />include siting, cons~actability, performmnce, affect on downstream equipment, operat4onal <br />flexibility, and maintenance. Processes selected for preliminary consideration were: <br /> <br /> Conventional, mesophilic digester <br />,, Pre-pasteurization <br /> Temperature-phased anaerobic digestion (TPAD) <br /> Table 6.5.2-1 provides a process comparison sttmmary of the three alternatives. <br /> <br /> <br />
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