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

 

 


 

Braden River - Watershed Management Plan

 

  • Complex Hydrodynamic Modeling
  • Approx. 59 Square Mile Watershed
  • Model Calibration
  • GIS Implementation

 

 

Project Background and Purpose:

  • Under contract with the Southwest Florida Water Management District, SAI and Jones Edmunds have combined efforts to perform a watershed management program (WMP) for the Braden River watershed located in Manatee and Sarasota Counties.

  • The three elements of the WMP project that are being performed by the SAI/Jones Edmunds Team include: Topographic Information, Watershed Evaluation, and a Watershed Management Plan.

 

 

Stormwater Modeling / Investigation:

  • Comprehensive stormwater modeling of the 59 square mile watershed is being conducted using the FEMA approved ICPR program.

  • The watershed is highly urbanized with significant stormwater treatment including extensive networks of interconnected ponds.

  • The project has involved the review of hundreds of reports, previous studies, permits, and over 700 construction plan/record drawing sets.

  • The model will include over 2,000 drainage sub-basins and nodes.

  • Field reconnaissance and secondary survey of hydraulic structures throughout the watershed has been conducted using survey-grade RTK-GPS and ArcPad GIS.

  • Custom tools are then utilized to import massive amounts of data from the geodatabases into the hydrodynamic model. This approach results in high quality model data while significantly streamlining the development of the model and minimizing the amount of conventional survey required.

  • Model calibration and validation will be conducted using Doppler radar rainfall data from 4 separate storms.

  • A surface water resource assessment inventory and approach has been prepared.

  • A significant amount of stream, water quality, and climatic data has been collected.

  • Modeling approaches (including continuous simulation analysis) have been developed for both water quantity and water quality resource assessments.

 

 

 
 
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