Legislation Details

File #: 17226   
Type: Agenda Item Status: Agenda Ready
File created: 2/25/2026 In control: Board of County Commissioners
On agenda: 8/25/2026 Final action:
Enactment date: Enactment #:
Title: Results of Brittle Road Within Lizzie Hart Sink Watershed Stormwater Improvement Feasibility Study and Department of Public Works Recommendation to Forego Pursing Alternatives
Attachments: 1. Brittle Road Lizzie Hart Sink Stormwater Improvements - Task 7 Final Report, 2. Brittle Road Lizzie Hart Sink Location Maps, 3. Project Areas
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Results of Brittle Road Within Lizzie Hart Sink Watershed Stormwater Improvement Feasibility Study and Department of Public Works Recommendation to Forego Pursing Alternatives

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BRIEF OVERVIEW
The Southwest Florida Water Management District (SWFMD) and Hernando County cooperatively developed the Brittle Road Lizzie Hart Sink Stormwater Improvements Feasibility Study to include a resource evaluation of the Lizzie Hart Sink watershed, a level-of-service analysis (LOS), and identification and ranking of Best Management Practices (BMPs) to mitigate flooding and water quality impacts near Brittle Road within the Lizzie Hart Sink watershed. The Study was initiated October 12, 2023, by Stantec Consulting Services, Inc. and concluded July 16, 2025.

The Study provided flood protection benefits data and details, including water quality, project costs, property rights/acquisition needs, and permitting/mitigation requirements for proposed alternative Capital Improvement Projects (CIPs) to help determine whether the County would move forward with design and construction of any or all of the alternatives.

The Study focused on the three following alternative CIPs:

PROJECT 1:
Includes a new inlet and culvert crossing under Brittle Road located approximately 300 feet north of Raintree Drive with a v-notch weir and a 12-inch diameter storm pipe discharging to the east.
* Project Cost Estimate: $79,134
* Benefit Cost Analysis: 0.21

PROJECT 2:
Includes a new inlet and culvert crossing under Brittle Road located approximately 450 feet south of Raintree Drive with a v-notch weir and a 12-inch diameter storm pipe with an in-line check valve installed north to Raintree, then east to a manhole located approximately 450 feet east of Brittle Road.
* Project Cost Estimate: $748,146
* Benefit Cost Analysis: 0.05

PROJECT 3:
Involves connecting the existing wet ponds located on the south side of Trail 28 with a 200-foot long, 4' x 6' box culvert; pipe ...

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