Tampa Bay Region - Southwest Florida Water Management District
Tampa Bay Region - Southwest Florida Water Management District
Tampa Bay Region - Southwest Florida Water Management District
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SOUTHWEST FLORIDA WATER MANAGEMENT DISTRICT<br />
FY2014 COOPERATIVE FUNDING INITIATIVE APPLICATION FORM<br />
Project Name<br />
Basin SD-2 & SD-3 Improvements<br />
Project Number N537<br />
Cooperator<br />
Belleair Bluffs<br />
Department<br />
Contact Person William Reidy, P.E.<br />
Address<br />
3931 68th Avenue<br />
City Sate Zip Pinellas Park, FL 33781<br />
Phone # 727-526-9158<br />
Email<br />
keller@aed-fl.com<br />
Project Type:<br />
<strong>Water</strong> Supply X <strong>Water</strong> Quality Flood Protection Natural Systems<br />
Strategic Initiatives:<br />
X <strong>Water</strong> Quality Maintenance and Improvement <strong>Water</strong> Quality Monitoring<br />
Alternative <strong>Water</strong> Supply Conservation<br />
Reclaimed <strong>Water</strong> <strong>Region</strong>al <strong>Water</strong> Supply Planning<br />
Emergency Flood Response Floodplain <strong>Management</strong><br />
Minimum Flows and Level Establishment and Monitoring Minimum Flows and Levels Recovery<br />
Natural Systems Conservation and Restoration Natural Systems Identification and Monitoring<br />
Indicate All Counties to Benefit From Project:<br />
Charlotte Citrus Desoto Hardee Hernando Highlands Hillsborough Lake<br />
Levy Manatee Marion Pasco X Pinellas Sarasota Sumter Polk<br />
Project Description:<br />
The City of Belleair Bluffs is a coastal municipality located in west central Pinellas County. The City experiences substantial grade<br />
fluctuations which are somewhat unique to the County. While the City's terrain adds to the "charm" of this municipality, it can often<br />
exacerbate stormwater collection issues that plague similar communities. A majority of the roadways do not utilize curbing or<br />
drainage structures for stormwater collection and conveyance. Therefore, these non-curbed roadways allow for stormwater runoff<br />
to flow down-grade, which often results in structural flooding. Further, these lengthy stormwater flow paths provide multiple<br />
opportunities for runoff to collect floatables, sediment, oils, greases and nutrient rich material (i.e. fertilizer from landscaped areas).<br />
Residents and City staff often view uncontrolled stormwater flow during non-extreme storm events. Drainage system<br />
improvements, as proposed by the City, allow for stormwater to be collected and conveyed to outfalls. Doing so minimizes the<br />
occurrences of structural flooding and reduces the stormwater path, thus limiting opportunities for stormwater to collect pollutants<br />
resulting in water quality improvements.<br />
In 1999, the City of Belleair Bluffs authorized a drainage evaluation of the Sunset Bluff Basin. The Sunset Bluff Basin, which is the<br />
portion of the City west of Indian Rocks Rd., was divided into multiple sub-basins. These sub-basins were evaluated and drainage<br />
improvements were proposed that would minimize stormwater flow paths and reduce overall flooding. Implementation of the study's<br />
recommendations has been ongoing for the past several years.<br />
The purpose of the City of Belleair Bluffs' Implementation of BMPs within Basin SD-2 & SD-3 project is to continue these drainage<br />
improvements, as outlined in the aforementioned study. The "SD-2" & "SD-3" designations refer to Sunset Bluff sub-basins located<br />
on Bluff View Drive (SD-2) and Pinehurst Drive (SD-3) in which the installation of stormwater inlets and associated piping is<br />
proposed. Disallowing stormwater to sheet over heavily fertilized landscaped areas will minimize the amount of nutrient rich<br />
material entering Clearwater Harbor. Please reference the attached location map to view the locations in which storm structure and<br />
piping installation is proposed.<br />
The City is aware that the implementation of BMP's is vital to improving water quality as it enters the stormwater system and is<br />
eventually discharged to Clearwater Harbor. If the above improvements are constructed, the newly collected flows would be routed<br />
towards an existing outfall. Prior to discharge, the flows must pass through an existing hydrodynamic separator (Stormceptor)<br />
which would treat the stormwater. Devices using this technology have the ability to collect large floatables and small sediment.<br />
Greases and oils are also removed by being captured within the devices' internal baffles. Studies have found that this technology is<br />
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