Drainage Improvement Facility Sizing and Alignment Sample Clauses

Drainage Improvement Facility Sizing and Alignment. The proposed increased local pipe sizing will be based on the results of XPSWMM or WSPG for the new revised flowrates. Preliminary horizontal and vertical alignments will be developed for the recommended facilities. The lengths and elevation data will be used for detailed hydraulic analysis and cost estimating purposes. Recommended drainage improvements to remove hydraulic deficiencies of the municipal storm drain systems will be analyzed in FlowMaster, or in some cases WSPG, developed in the previous tasks to verify operation. The precise sizing of the modifications to the existing storm drain sizes will be adjusted using the water surface profile model to optimize the performance of the system. For the major systems, the proposed increased sizing will be based on the XPSWMM results. Final drainage solution alternatives will be prepared for City review and acceptance. These alternatives will be identified based on priority. Areas of high susceptibility to flooding and/or priority water quality treatment will be ranked highest. Three levels of storm drain modification priority will be created in conjunction with City. A color coded map will be provided to the City identifying the priority ranked systems to be replaced.
Sample 1
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