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SCHEDULE It is estimated that it will take approximately four months from the time that CDM receives notice to proceed to complete the work outlined in Tasks 2 . 1 ad 2. 2 . The survey will be field documented by June 15, 2004 and the subsequent survey and survey report will be completed by July 15, 2004 . The completed Financial Assurance Report will be completed by September 1 , 2004 . TASK 3 . 0 - PERMIT RENEWAL OF CLASS I LANDFILL WITH HORIZONTAL C &D EXPANSION CDM is providing consulting services to modify SWDD' s Class I landfill permit to allow for a slope geometry design change . A meeting was held with the Florida Department of Regulation (FDEP) regarding these changes . They recommended submitting a permit renewal in place of a permit modification. During the same meeting SWDD staff put forth the idea of placing Construction and Demolition (C&D) debris on the western and southern sideslopes of Segment I landfill . The placement of C&D waste takes advantage of increasing the existing sideslopes from 4 . 2H : 1V to 3H : 1V and also provides greater top area to Segment 1 . The top of Segment I may be the foundation of a future vertical expansion (not part of this proposal) of the current Class I landfill . This facilitates the expansion to the North and maximizes the capacity of the existing cell, increasing the life of the site . This proposal is to prepare a permit renewal of the Class I Operating permit, the Horizontal C&D expansion, and to add the horizontal expansion of Segment II . This project achieves three goals under one permit renewal application which eliminates duplication of effort if permitted separately . TASK 3 . 1 - SEGMENT I LANDFILL GEOTECHNICAL EVALUATION The permit renewal will require that the placement of C&D waste on Segment I will be stable and not adversely affect the current closure cap . The following is the proposed scope of work for the geotechnical evaluation for Segment I sideslopes . This proposal assumes that we can base the evaluation on existing geotechnical data and reports and that we will not need a field investigation. This work is expected to proceed with the following subtasks : ■ Review available information including design documents and previous geotechnical reports for Segment I . We will visit the site to observe site conditions . We have assumed that there is sufficient available geotechnical information and that no additional field or laboratory investigations are needed . ■ Estimate settlement of the final cover system based on the revised slope geometry ■ Perform global stability analyses of the landfill mass ■ Perform veneer stability analyses of the current cap system under the proposed C&D loads ■ Evaluate placement of drainage terraces on Segment I B-3 rb4520 .doc