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ODOR CONTROL STUDY <br /> Other Minor and Transient Sources Improvements <br /> • Improve the ventilation in the bar screen dumpster area so that the garage doors <br /> can remain closed . Improved ventilation could be accomplished when the Anoxic <br /> Tanks are covered and ventilated . The ventilated air could be added to the <br /> Anoxic Tank biofilter at a construction cost of approximately $ 80 , 000 . <br /> • Openings that exist at slide gates and bar screens on top of the Headworks <br /> Structure should be closed with rubber gaskets . The cost for these gaskets is <br /> estimated to be less than $ 1 , 000 , assuming County personnel install the <br /> gaskets . <br /> • The existing grit removal units , dumpsters , and mechanical sludge thickener are <br /> the most difficult transient odor sources to control . No improvements are <br /> recommended for these sources at this time because they are expensive to <br /> cover and few emissions are likely to be controlled . The addition of a local <br /> meteorological station (wind speed and direction ) is recommended for the RSF . <br /> Data and information from the local meteorological station could be used to make <br /> decisions when not to operate these facilities . The cost for a local meteorological <br /> station is estimated to be approximately $ 15 , 000 <br /> Dewatering Building Improvements <br /> • Ambient H2S was measured by the Jerome meter at concentrations between 0 , <br /> and 6 ppmv inside the Dewatering Building . H2S measurements were highest <br /> near the belt filter presses and the belt filter press sumps . The new belt filter <br /> press hoods will probably reduce fugitive emissions in the Dewatering Building . <br /> However, open grating over the filtrate sump will likely allow significant emissions <br /> to continue to escape into the Dewatering Building . It is not known how ambient <br /> H2S concentrations will be affected by the new hoods and open sumps . <br /> • The belt press filtrate sump could be eliminated or covered . Piping changes <br /> could be made to the belt filter press drains and/or aluminum plates could be <br /> used to cover the sumps . Construction and engineering costs for these <br /> improvements are estimated to be less than $20 , 000 , assuming County <br /> maintenance personnel make these improvements . <br /> Proposed Improvement Budget and Schedule <br /> Provided below is a summary of a proposed conservative budget for all of the above <br /> recommended improvements : <br /> :9 III Indian River County, Central Wastewater Treatment Facility <br /> PBSW #071230, February 2003 <br />