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

 

 


 

Upper Myakka River/Howard Creek - Stormwater Management Plan

 

  • Complex Hydrodynamic Modeling
  • Floodplain Mapping
  • GIS Implementation
  • Level of Service Evaluation
  • Approximately 38 Square Miles Watershed

 

 

Project Background and Purpose:

  • Under contract with Sarasota County, SAI is currently performing a comprehensive drainage investigation and developing a stormwater model of the Upper Myakka River watershed including the Howard Creek Tributary basin.

  • The primary objective of the project includes identification of all residential and non-residential structures that are within the 100-year floodplain.

  • All conventional survey data was prepared in a specific database format.  Using custom tools SAI was able to import the information directly into the ICPR model.

  • GIS based tools were utilized to define overland flow weir interconnections, model runoff parameters and storage.

  • The field reconnaissance data, model input data, results, and flood impacts are being managed using a graphical information system (GIS).

 

Stormwater Modeling / Investigation:

  • Comprehensive stormwater modeling of the 38 square mile for the upper basin of the Myakka River is being conducted using the FEMA approved ICPR program.

  • The watershed is highly rural with pastureland and scattered low density residential subdivisions.

  • The intricate system of natural storage areas found throughout the watershed produces a slow recovery time through the drainage network.

  • The model includes over 1,000 drainage sub-basins and nodes.  Extensive field reconnaissance and survey was performed to review and inventory the primary drainage infrastructure and document concerns (flooding, maintenance, etc.).

  • Modeling involved seven complex bridge structures and a dike/pump system that discharges into the Myakka River.

  • Boundary conditions were developed based on historical USGS gage data at the Myakka River.

 

 

 

 
 
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