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 />
<strong>Bay</strong>view Drive Drainage Improvements<br />
Project Number N434<br />
Cooperator<br />
Cardno TBE<br />
Department<br />
Contact Person Ernest May<br />
Address 380 Park Place Blvd.,Suite 300<br />
City Sate Zip Clearwater, FL 33759<br />
Phone # 727-431-1560<br />
Email<br />
ernie.may@cardno.com<br />
Project Type:<br />
<strong>Water</strong> Supply X <strong>Water</strong> Quality X 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 />
X 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 Town of Belleair has been experiencing shoreline erosion along the <strong>Bay</strong>view Drive shoreline from Manatee Road to the bridge<br />
north of Ocala Road (approximately 2,700 LF). The continuous erosion caused by a combination of stormwater discharge,<br />
groundwater and by wave action has caused environmental damage to the existing seagrasses and mangroves. There are seven<br />
existing stormwater discharge pipes that collect runoff from a 113.27 acre tributary. The storm outfalls discharge through the bluff<br />
side banks about midway up the slope causing severe erosion of the bluff banks and at the toe of the bluff. The existing storm<br />
outfalls are also undersized causing upstream localized flooding and have very high velocities through the outfall pipes. The is to<br />
capture the runoff currently discharging through seven storm outfalls into a single storm pipe and directing all the runoff to one<br />
outfall location (see attached exhibits). A baffle drop box with a sump is proposed to dissipate the energy and reduce the velocity at<br />
the outfall thereby eliminating erosive discharge velocities and allowing for sediements to settle out within the box, which will be<br />
removed by routine maintenance. The segment of pipe from the baffle box to the bay will also be lowered so the pipe invert is<br />
slightly above the bottom of the bay in order to futher reduce erosion. The bluff banks around the new outfall will be stabilized with<br />
rubble rip-rap. The existing storm outfalls will then be removed, abandoned or capped eliminating erosion and sedimentation at<br />
those locations. This improvement will provide significant benefit to the existing seagrasses and mangroves along the shoreline and<br />
will eliminate localized flooding in the upstream areas. Also, a conservation easement has been obtained to protect the seagrasses<br />
and mangroves along the shoreline (see attached document).<br />
This is a request to provide the second and final year funding (FY2014) for the <strong>Bay</strong>shore Drive Drainage Improvement project<br />
(N434). The Town was previously approved for a cooperative grant in FY2010 (Agreement No. 09C00000068) in the amount of<br />
$5M to provide the environmental and flood protection benefits listed above. Under the original grant, the proposed improvements<br />
consisted of stabilizing approximately 2,700 linear feet of the bluff bank. Due to the economic conditions, the Town elected to revise<br />
the design in order to reduce the overall cost to under $2M while at the same time providing improved habitat, water quality and<br />
flood protection benefits for the area. In 2011 the project scope was modified with a final estimated total cost of $1,740,000. The<br />
Town submitted a cooperative funding application for FY 2012 for an amount of $1,740,000 of which the Town and <strong>District</strong> would<br />
fund equally at fifty percent each. The request was approaved and based on the project schedule and cash flow needs, a total first<br />
year funding amount of $800,000 was approved for FY 2013. The request for $940,000 in FY 2014 represents the remaining<br />
project costs.<br />
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