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R <br /> ODOR CONTROL STUDY <br /> M <br /> • 1 ,4-dichlorobenzene : STEL — N . A . PEL — 75 ppmv <br /> The OSHA exposure limits are much , much higher than the concentrations measured at <br /> the site . Although no extensive health analysis was performed , 1 , 44chlorobenzene is <br /> used in common household products to which people are frequently exposed , and the <br /> measured concentrations do not appear to provide concern for adverse health effects <br /> for operators or anyone else . <br /> 8 . 0 Conclusions and Recommendations <br /> Odor and sulfur emission inventories and evaluations performed in this study show that <br /> the existing Regional Sludge Facility ( RSF ) Scrubbers , Anoxic Tank , and Sludge and <br /> Septage Storage Tanks are , in order, the major sources of odorous emissions from the <br /> Central WWTF . H2S and organic sulfides are the major odorants emitted from these <br /> sources. Emission data show that the existing RSF scrubbers are not adequately <br /> removing H2S and organic sulfides . Evaluations also show that improvements to the <br /> RSF scrubbers will provide the most odorant removal . <br /> Although recent efforts to eliminate sludge dewatering filtrate and Aerobic Digester <br /> emissions have reduced total plant emissions by an estimated 25 to 33 % , air dispersion <br /> models shows that additional improvements are needed to further reduce emissions <br /> from the major sources . Air dispersion modeling also indicates that 90 % reduction of <br /> emissions from the major sources should help make the Central WWTF a "community- <br /> friendly facility". <br /> Several alternative improvements were evaluated for each of the major sources . Based <br /> on the advantages , disadvantages , effectiveness , and estimated costs associated with <br /> these alternatives , the following improvements ( in order of importance ) are <br /> recommended for the Central WWTF and the RSF . <br /> 8 . 1 RSF Scrubber Improvements <br /> • Install automatic chlorine solution addition facilities to both scrubbers and operate <br /> the existing scrubbers in series , as a two-stage system . <br /> • Install oxidation -reduction potential (ORP ) controls on both scrubbers . The ORP <br /> monitors will control the addition of chlorine solution . Add a gas phase chlorine <br /> monitor to the last scrubber to ensure adequate chlorine addition in the last <br /> stage . <br /> • Operate the first scrubber with mostly caustic soda . Operate the second scrubber <br /> with mostly chlorine solution . Engineering start- up , testing , and training services <br /> should be used to help determine appropriate operating conditions . <br /> i� 29 Indian River County, Central Wastewater Treatment Facility <br /> 111 PBSW #071230, February 2003 <br />