The project area consists primarily of residential and office park developments mixed with open space or natural land uses.
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Localized flooding has been reported in the residential areas and was attributed to inadequate stormwater collection systems.
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An existing conditions adICPR model was developed through extensive site reconnaissance as well as the review of numerous reports, previous studies, permits, construction plan sets, aerials, and topographic maps.
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Hydrologic parameters (i.e., basin areas and SCS curve numbers) were calculated using geoprocessing techniques.
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In order to address the reported flooding concerns, the adICPR model was refined to include portions of the secondary drainage systems. Reported flooding was verified by model results.
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Capital improvement recommendations included replacement of secondary drainage systems, channel improvements and pond construction.
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Proposed improvements were coordinated with another consultant who was responsible for concurrent sanitary sewer improvements in the area.
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A detailed engineering report was prepared describing all findings of the study phase of the investigation as well as the design recommendations.
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Construction documents were prepared for the proposed improvements.
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Pre-application meetings were conducted with the SJRWMD to present and discuss the proposed improvements.
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MSSW and ERP permits have been granted by the SJRWMD for most aspects of this project.