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capita! cost estimates cannot be developed until water quality is evaluated and design of the <br />facility has begun. This will not include land acquisition costs for the proposed WTP. <br />3Operations and Maintenance costs are highly dependent on the final treatment process selected <br />and the design of the overall system. The discussion on this cost component in Phase ! will be <br />generalized and based on Consultant's experience with other surface water treatment facilities in <br />Florida. More detailed estimates can be developed in subsequent Phases of the project. <br />In addition to past project experience, Consultant shall apply unit costs obtained from previous SIRWMD <br />and South Florida Water Management District cost guidance documents in development of the <br />conceptual capital cost estimates. Capital cost estimates developed will apply to the proposed <br />conceptual configurations and will include development of a range of anticipated'costs related to <br />additional infrastructure needs, but will not address compensating storage requirements or site <br />remediation, if needed. <br />The property acquisition analysis will include a title search to identify the owners of the parcels required <br />to acquire both the reservoir property and the pipeline ROWs for transmitting the diverted surface <br />water (to the reservoir) and for transmitting the stored water to the North County WTP. It is assumed <br />for the purpose of this analysis that the new WTP would be co -located with the existing North County <br />WTP and no property acquisition will be required for the purpose of constructing the new WTP. This <br />scope of services does not include a conceptual layout for the new WTP to determine if adequate land is <br />available at the existing WTP site. This task will include development of an approximate cost estimate <br />for acquisition of the reservoir property based on current market conditions. Consultant will enlist the <br />assistance of the County property appraiser to aid in developing this estimate. It should be noted that <br />the real estate market is constantly changing and any estimate developed for land acquisition is only <br />valid for a short period of time. If plausible, Consultant will also consult with a real estate appraiser to <br />confirm that the the cost per acre developed with the County property appraiser is consistent with <br />market conditions. <br />The feasibility analysis will also include a cursory review of the Flood Insurance Rate Map (FIRM) for the <br />area to determine if any or all of the property under review falls within a flood zone. Location within a <br />flood zone can affect the ability to fully develop the site. <br />It should be noted that even though an approximate reservoir size and corresponding supply flow <br />requirement can be addressed through this process for land acquisition and planning purposes, <br />quantification of the actual flow and reliability (timing) of supply from the identified sources cannot be <br />accurately determined without modeling. Future modeling may indicate that the available volume of <br />water in the canal system may not be adequate to supply the full capacity required of the project. Once <br />modeling has been completed and the available withdrawal volume from the canal system is quantified, <br />a cost -benefit analysis should be completed to determine if the project is economically feasible as it <br />relates to ability to meet the long-term demand. <br />The feasibility analysis performed as part of Phase 1 will be summarized in an addendum to the 2007 <br />AWSMP and distributed to County staff in draft format via electronic PDF. The addendum will include <br />discussion on all items presented in Tasks 1 through 3, and listed in bullet format under Phase 1 in the <br />background portion of this scope of services. Once comments are received by the County, the <br />addendum will be finalized and Consultant will provide five hardcopies and a final electronic PDF <br />version. <br />A-6 <br />429REV5 (2).doc.docx <br />108 <br />