Land Development Projects

Town Center at Palm Coast Master Development Plan

Hammock Dunes Condominiums

Palm Coast Park

 

 

Stormwater Studies & Retrofit Design Projects

Regional Stormwater Facility - FSU/COT

Little Econlockhatchee River - Drainage Basin Master Plan

Betton-Cline-Chamberlin - Stormwater Improvements Project

Bithlo Area - Stormwater Management Master Plan

Bonneville Road - Master Drainage Plan

Meginnis Creek Tributary Drainage Basin - Stormwater Master Plan

Crane Strand Regional Stormwater Facility - Watershed Modeling, Design Development and Evaluation

Upper Myakka River/Howard Creek - Stormwater Management Plan

Braden River - Watershed Management Plan

Howell Creek Emergeny Erosion Countermeasures - Engineering Analysis and Design

Beverely Parkway, Catholic High, 11-Mile Creek, 8-Mile Creek

LWR Erosion and Sedimentation Control Projects - Engineering Analysis and Design

 

 


 

Bonneville Road - Master Drainage Plan

 

  • Hydrodynamic Modeling
  • 4.5 Square Mile Watershed
  • Geoprocessing Technologies
  • Stormwater Retrofit

 

 

Project Background and Purpose:

  • Under contract with the Orange County Department of Public Works, SAI prepared a comprehensive stormwater plan for this basin.

  • The objectives of the project included the following:

  1. Identification of the causes of problematic flooding, and

  2. Development of capital improvements to provide flood protection and water quality enhancement where possible.

 

Stormwater Modeling / Investigation:

  • The project area consists primarily of residential and office park developments mixed with open space or natural land uses.

  • Localized flooding has been reported in the residential areas and was attributed to inadequate stormwater collection systems.

  • 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.

  • Hydrologic parameters (i.e., basin areas and SCS curve numbers) were calculated using geoprocessing techniques.

  • 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.

  • Capital improvement recommendations included replacement of secondary drainage systems, channel improvements and pond construction.

  • Proposed improvements were coordinated with another consultant who was responsible for concurrent sanitary sewer improvements in the area.

  • A detailed engineering report was prepared describing all findings of the study phase of the investigation as well as the design recommendations.

  • Construction documents were prepared for the proposed improvements.

  • Pre-application meetings were conducted with the SJRWMD to present and discuss the proposed improvements.

  • MSSW and ERP permits have been granted by the SJRWMD for most aspects of this project.

 

 

 

 

 
 
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