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ATTACHMENT A – SCOPE OF WORK <br /> <br />PART 1 – MEETINGS AND PROJECT MANAGEMENT <br />a. Project Management: Cummins Cederberg will provide project management services for the <br />coastal engineering components included under this proposal. This will include: <br /> <br /> Kick off meeting <br /> Project updates <br /> Up to Two Project Meetings in Marathon <br /> Presentation of results in Marathon <br /> <br />PART 2 – DATA COLLECTION <br />Cummins Cederberg will compile available information pertaining to the projects. This may <br />include: <br /> <br /> Nautical charts <br /> Bathymetric data <br /> Historical beach profiles <br /> Geotechnical data existing sand <br /> Marine resource data <br /> Historical aerials <br /> <br />PART 3 – EROSION STUDY <br />a. Site Visit: A Cummins Cederberg’ coastal engineer will conduct a two (2) day site visit to <br />visually evaluate the coastal processes within the vicinity of the Project site. Specifically, <br />observations will be made of the existing topography and bathymetry in accessible areas, <br />shoreline configuration, sediment transport, wind and wave characteristics. <br /> <br />b. Historical Data Review: Cummins Cederberg will review the historical data available to <br />assess potential trends in erosion and accretion patterns. Historical data may include aerials <br />and/or beach profiles. The data will be reviewed relative to longer and shorter terms trends. <br />The performance of historical beach project will be reviewed based on the available data. <br /> <br />c. Design Winds and Offshore Waves: Conduct a statistical analysis based on +100-year <br />historical storm and hurricane tracks and available offshore wave data within the Project <br />vicinity in order to determine seasonal and extreme conditions. Cummins Cederberg will <br />utilize an in-house database of offshore wave data throughout the Caribbean in an <br />approximately 25-mile grid. The design winds and design offshore waves for extreme <br />conditions (i.e. 25, 50 and 100-year return periods) will be determined through an extreme