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Appendices to Integrated Resources & Solid Waste Management Plan - Dec 2009
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Appendices to Integrated Resources & Solid Waste Management Plan - Dec 2009
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HAWAII COUNTY MECHANICAL - BIOLOGICAL TREATMENT FACILITY CONCEPTUAL DESIGN <br />Health and safety measures should be incorporated into the design to mitigate operator fatigue <br />and recordable injuries, and downtime due to human -error related incidents. <br />Corrosion Protection <br />Experience at several MBT and organic waste processing facilities over the past 15 years has <br />highlighted the corrosive nature of the sorting and conversion processes when these processes <br />are conducted in enclosed buildings or vessels. Therefore, all buildings and major equipment <br />that will be come into contact with the organic material, process off - gasses, or other corrosive <br />environments at the facilities should be designed and constructed using suitable materials or <br />protective coatings to minimize corrosion. Site - specific environmental conditions (rainfall and <br />volcanic emissions) should be taken into consideration when designing corrosion mitigation <br />measures. <br />Storm Water Management <br />Storm water that has come in contact with feedstocks, or which has been contaminated by run- <br />off from receiving, processing and product storage areas can be high in biochemical oxygen <br />demand (BOD), suspended solids and /or nutrients. Storm water runoff and related regulatory <br />compliance issues were a major factor contributing to the eventual shut down of the Unisyn <br />facility on Oahu. <br />In order to minimize the potential for contamination of surface waters (which in turn increases <br />leachate management requirements), storm water from areas outside of the facility should be <br />diverted around or away from the facilities through ditches, swales, berms or other conveyance <br />methods. Similarly, drainage from building roofs should be controlled so that it does not enter <br />or impede access to processing areas and buildings. <br />All drainage controls and conveyances should be designed such that the potential for erosion <br />and sediment transport is minimized. Use of filter berms, bioswales and erosion blankets <br />constructed from compost should also be incorporated into drainage controls as necessary. <br />Appropriate regulatory compliance plans for storm water and process water should be <br />prepared for each facility. <br />Process Water and Wastewater Management <br />To control the impacts that could potentially result from the releases of contaminated surface <br />water, run -off generated within each facility's receiving, processing, and curing areas should be <br />collected and managed as leachate. <br />Working surfaces in these areas should be constructed to withstanding expected wear and tear <br />from site equipment and customer vehicles, and should be underlain by an impermeable layer <br />to prevent downward and lateral migration of leachate into groundwater. <br />Surplus process water that can not be recycled and reused within the process should be <br />subjected to analytical testing, and could likely be managed in conjunction with leachate from <br />the landfill operations. <br />13 <br />
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