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MANASOTA & PEACE RIVER BBDs Meeting Notebook 10-21-09.docx

MANASOTA & PEACE RIVER BBDs Meeting Notebook 10-21-09.docx

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N072<br />

(Completed) Lake Eva Water Quality Improvement Project<br />

Project Type Cooperative Funding<br />

AOR(s)<br />

Flood Protection, Water Quality<br />

Basin(s) Peace River<br />

Cooperator(s)<br />

Haines City<br />

Project Manager KOLASA, KEITH<br />

Task Manager(s)<br />

Status Completed<br />

Description<br />

The purpose of this Lake Eva stormwater project is to reduce nonpoint source pollutant loadings to the lake and<br />

downstream water bodies. The proposed structure is a nutrient separating baffle box strategically located to collect<br />

untreated stormwater runoff from a 180-acre urban basin, approximately 25% of the Lake Eva watershed. This<br />

stormwater BMP project will reduce a significant amount of pollutant loading to the lake and the downstream water<br />

bodies. Currently, less than 1% of the total contributing area to Lake Eva is served by a permitted stormwater<br />

management system. This project was recommended within the recently completed Haines City Watershed<br />

Management Plan (cooperatively funded by SWFWMD). This proposed stormwater project is ranked third within the<br />

City's Capital Improvement Projects (CIPs) with funding allocated for the project through the City's stormwater utility.<br />

Benefits<br />

This project will enhance water quality of Lake Eva within the heart of Haines City by treating stormwater runoff in a<br />

highly urbanized basin. The basin that will be retrofitted has had a history of water quality related to untreated runoff.<br />

TSS loading from the downtown drainage basin is estimated to be 18,749 lb/yr while nutrient loading (nitrogen and<br />

phosphorus) is estimated to be 620 lb/yr. The installation of the nutrient separating baffle box will reduce TSS by<br />

approximately 80% and the nutrient loading by approximately 60%. The project will be located on City owned land to<br />

eliminate land costs, will minimize culvert relocations to lower overall construction costs and the BMP structure will be<br />

located in an accessible area for ease of maintenance.<br />

Costs<br />

The FY2009 budget is $500,000, of which 50% has been funded by Haines City ($250,000) in their FY2008 budget,<br />

and 50% is requested to be funded by the Peace River Basin Board ($250,000). The funding table below includes<br />

District staff salaries, travel and central garage charges.<br />

Additional Information<br />

The BMP for this water quality improvement project is a nutrient separating baffle box to be installed along an existing<br />

outfall pipe to Lake Eva. The proposed system will capture and treat runoff at the 5th Street outfall where the majority<br />

of the downtown drainage basin flows into Lake Eva (sub-basin of the Lake Eva basin). Lake Eva outfalls to the<br />

Haines City Drainage District (HCDD) Ditch watershed, which drains to Lake Hamilton and ultimately to the Peace<br />

Creek Drainage Ditch. The unit will be placed entirely underground. Ground level hatches are opened and the foliage<br />

and sediment is vacuumed out of the unit during maintenance. A preliminary ICPR model was run to evaluate peak<br />

discharge through the outfall pipe. Model results indicate that a 25 year, 24-hour storm event will produce a discharge<br />

rate of 118 cfs through the pipe. The dimensions of the baffle box proposed for this location are <strong>10</strong>-foot by 16-foot by<br />

<strong>10</strong>.5-foot, which will be able to handle a 25-yr, 24-hr discharge rate through the 60-inch culvert. In combination with<br />

the BMP, the existing outfall pipe will be slip-lined with HDPE, an end-wall treatment will be constructed and<br />

downstream erosion control will be provided. The outfall pipe discharges to an open ditch that has eroded during past<br />

years. The banks of the ditch are very steep and continued erosion causes bank failure. This stormwater BMP<br />

project will also include bank excavation to reduce the steep slope, bank stabilization with geo-textile, and<br />

sodding/landscaping. Landscaping will include upland and wetland native species. A preliminary spreadsheet<br />

pollutant load analysis was performed for the downtown drainage basin using EMC values presented in the Watershed<br />

Management Plan. A pre-application meeting was held with a SWFWMD permitting engineer and environmental staff<br />

on December 12, 2007. SWFWMD staff indicated that the project was feasible and could be permitted through a<br />

General Permit based on the presented information.<br />

020 - Peace River Basin 330

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