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Published byDiana Carter Modified over 9 years ago
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May 14, 2014 RAMSHORN POND DAM REHABILITATION PUBLIC INFORMATION SESSION PARE CORPORATION, FOXBORO, MA Allen R. Orsi, P.E., Managing Engineer
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Additional Evaluations Proposed Design Approach Additional Design Considerations OUTLINE
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Upstream Membrane Option ADDITIONAL EVALUATIONS
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Upstream Membrane Option ADDITIONAL EVALUATIONS
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Toe Drain Impacts Reviewed improvements provided by downstream toe drain Existing Seepage Exit Gradient Factor of Safety = 1.2 With Toe Drain Exit Gradient Factor of Safety = 2.0 Dam safety practice designs for a Factor of Safety = 5.0 ADDITIONAL EVALUATIONS
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Opinions of Cost Significant cost impacts associated with contingencies and early stage of design ADDITIONAL EVALUATIONS
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Recommended Approach Upstream Cutoff Wall Durability Permittability Schedule Drawdowns ADDITIONAL EVALUATIONS
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Proposed Site Plan DESIGN APPROACH
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Proposed Spillway DESIGN APPROACH
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Proposed Low Level Outlet DESIGN APPROACH
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Proposed Upstream Wall DESIGN APPROACH
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Proposed Parking DESIGN APPROACH
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Proposed Public Access DESIGN APPROACH
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Proposed Drainage DESIGN APPROACH
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Control of Water Drawdowns Bypass / Flow Maintenance Cofferdams Construction Phasing Detours / Road Closure Public Access Information / Signage ADDITIONAL DESIGN CONSIDERATIONS
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QUESTIONS
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