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f a • "There is the potential issue with changing Segment 1 groundwater flow under the no -pumping condition which may be resolved by eliminating the C-5 Canal between the original property and the newly acquired property. The stormwatcr management system is adequate for a no pumping scenario for Segment 2/ infill and approximately two/ thirds of Segment 3. There is a severe requirement of the Indian River Farms District that limits the peak rate of discharge to two inches per clay/ acre. Additional stormwater capacity is needed for buildout of the existing landfill. The C -G canal south of the landfill cannot handle additional flows withwit a waiver from the Indian River fanns district. Onsite wetlands on the landfill site must be addressed including past agreements with FDEP and/or ACOE for removal or preservation • Properties north of the acquired properties but south of Oslo Road may hinder development of the landfill site. • Address concurrency requirements for buildout of site. G&R will develop a detailed plan and buildout with the input of IRC staff. If it appears that the site build out wi11 occur before the end of the platuiing horizon of the study, G&R will develop recommendations for the acreage of additional properties needed to acquire. If the County requests a specific search for parcels by G&R, then that work will be authorized under Task 17. 'rusk 13.0 Revenue Generation The G&R project team will initially develop a long term capital improvement plan (CiP) plan to implement the recommended alternative and site build out plan. This analysis will also include operational costs for the alternatives and various disposal systems. Financing for capital projects will also be included. The G&R team will work with IRC to include actual budget and financial information (e.g. financial assurance) such that the model will provide a realistic picture of the financial impact of the selected alternative. The high medium and low growth projections will be used to provide a sensitivity analysis of financial impact of growth rates on the system. This analysis will involve developing a financial rate model based upon the selected alternative. The preliminary analysis will determine the adjustments needed to the current assessment or rate structure. The analysis will also include the potential rate structure of a dual rate plan where the County utilizes the assessment method plus institutes a tipping fee for certain waste categories. 14