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0. 94 <br />Mr. John A. Crumpton <br />® Apri123,2008 <br />Page 7 of 11 <br />The final report will include all supporting documentation as stipulated by <br />NCAC 15A 2K, Darn Safety. The final report will include all of the elements <br />above and be presented as a comprehensive document. A summary of the <br />significant report elements follows: <br />• Property Ownership Concerns <br />• Final Size and Hazard Classification Requirements <br />• Final HEC-HMS Model Development <br />• Proposed Embankment Construction Considerations <br />• Drawdown Calculations <br />• Minimum Stream Flow Release Considerations (if applicable) <br />• Construction Quality Control <br />• Anticipated Filling Schedule <br />• Operations and Maintenance Schedule <br />• Emergency Action Plan <br />• Stage- Discharge Development <br />• Reservoir Drain Hydraulics <br />• Permanent Energy Dissipater - Design <br />• Breach Analysis <br />• Slope Protection Design Calculations <br />• Anti-Flotation Calculations <br />• Structural Design Calculations <br />• Emergency Spillway Calculations <br />• Construction Specifications <br />• Geotechnical Report <br />FEMA Permitting <br />In Phase 2, the following elements of the FEMA process would be performed: <br />1. Permitting and Design <br />Develop models (duplicate effective, corrected <br />effective, pre-project and project conditions) to <br />evaluate water-surface profiles resulting from the <br />new spillway/dam configuration in accordance with <br />FEMA requirements. <br />Prepare a CLOMR submittal package in accordance <br />with FEMA Form MT-2 requirements (if required); <br />C <br />