100-year overland flow conveyance Sample Clauses

100-year overland flow conveyance. The Sub-Phase H&H Plan shall utilize dynamic hydrologic modeling (e.g. SWMM or equivalent) for the 100-year design storm, (1) at the 100-year tide overland flows for current conditions and (2) at each Sea Level Rise milestone as outlined in the Infrastructure Plan to demonstrate that the overland flow path is adequately sized to safely convey the runoff from the Sub-Phase as well as from the best estimate of a 100-year design storm runoff from the proposed upstream development at full build-out within the street curbs (top-of-curb to top-of-curb). Safe conveyance requires that the sidewalks (or in the case of curbless streets, the pedestrian accessibility routes, or PARs) be accessible during the 100-year storm event. The modeling shall also determine if any off-site improvements are reasonably necessary to protect publicly- and privately-owned property downstream (e.g. the Job Corps Site). Additionally, modeling shall determine the anticipated depth and horizontal extent of any open space ponding.
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