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Mr . Hinianshu Mehta, P . E . <br /> 26 March 2012 <br /> Page 7 <br /> final QA/QC certification report will be submitted to FDEP for approval with copies provided to <br /> SWDD , <br /> Phase 6 : Miscellaneous Engineering Support Services <br /> This phase will address two issues associated with the operation of the expanded Class I landfill <br /> including : <br /> • The inter-connection of INPB ' s compressor and gas conveyance system to the relocated <br /> gas flare station ; and <br /> • The maintenance requirements associated with the operation of the new vertical <br /> expansion access road . <br /> INPB has entered into agreement with SWDD to purchase landfill gas generated from the Class I <br /> landfill , for use as a supplemental fuel in the waste to ethanol process . To transport the gas to <br /> the ethanol facility , INPB has constructed a landfill gas conveyance system consisting of a 6 - m . <br /> diameter pipeline and a compressor to force the gas to flow to the ethanol plant . This system <br /> should be connected to the flare station at the new location in a manner that ensures reliable and <br /> uninterrupted transportation of the gas from the landfill to the ethanol plant when INPB is able to <br /> accept it or to the flare for destruction prior to release to the atmosphere when INPB is unable to <br /> utilize it in the process . Geosyntec will review INPB design for the gas conveyance system and <br /> the details of the interconnection of the compressor to the gas flare station . We will meet with <br /> representatives of SWDD, INPB , and RSI to establish operating protocols , record keeping, and <br /> reporting for each of these entities , to maximize the delivery of landfill gas to the ethanol plant <br /> and minimize the need to dispose off it by flaring . <br /> Geosyntec will also meet with representatives of SWDD and RSI to discuss the operational <br /> problems of the new access road to the vertical expansion of the Class I landfill and the <br /> additional maintenance requirements that they impose . It is anticipated that following this <br /> meeting improvements to the access road and perimeter ditch would be necessary . Geosyntec <br /> will design and prepare drawings and specifications for these improvements which could be <br /> added to the scope of work for the selected contractor for the Phase 2 construction . <br /> SCHEDULE <br /> Geosyntec schedule is based on the assumption that the procurement program terminating with <br /> the signing of the construction contract with the selected candidate contractor will be completed <br /> by 30 April 2012 . Construction is estimated to require three months to complete with an <br /> NCP2012\XL 12090\JL 12034 <br /> enghleers I fiCiel,tists I ijino hors <br />