Storm Water Management Workshop
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1 Storm Water Management Workshop February 26, 2018 Rohan Regional Recreation Center March 2, 2018 Savannah Center 1
2 Storm Water Management Workshop WORKSHOP TOPICS Storm water system permitting & function Storm water as an Alternative Water Supply Types of basins around the community Storm water system operation Storm water basin maintenance 2
3 Storm water system permitting & function Storm water system permitting & function Permitting Considerations Closed Basin Drainage No off site discharge Majority of basins in The Villages Basin sizing considers runoff characteristics of the entire watershed (type of surface, connectivity, impervious area) Significant changes negatively impact basin function Remove runoff from property and streets Inlets and pipes Current design of conveyance systems for 25 year storm (25% chance in any year, 7.0 in. in 24 hr.) Historic area in Lake Co. likely had conveyance system designed for a 10 year storm (no SJRWMD permit requirements at the time) 3
4 Storm water system permitting & function Storm water system permitting & function Permitting Considerations (continued) Protection from flooding Storage for 100 year storm (1% chance in any year, 10.0 in. in 24 hr.) for SWFWMD Storage for 25 year, 96 hour storm (11.4 in.) for SJRWMD Historic area in Lake Co. was likely designed for 10 year storm (no SJRWMD permit requirements at the time) Storage provided in retention basins Golf courses provide storage of major events Hurricane Irma 12 to 15 inches of rainfall in about 18 hours On heels of 30+ inches of rainfall in June through August Hurricane Irma in excess of design storm (unprecedented event) Storm water management system functioned incredibly well given the extreme circumstances 4
5 Storm water system permitting & function Hurricane Irma The Village of Hillsborough The Village of Fernandina 5
6 Storm water system permitting & function Hurricane Irma Bonifay Golf Course Bonifay Golf Course 6
7 Storm water system permitting & function Hurricane Irma The Village of Fernandina The Village of Hillsborough 7
8 Storm water system permitting & function Golf Courses & Streets are Impacted Before Homes 8
9 Storm Water as an Alternative Water Supply Storm Water as an Alternative Water Supply Water Use Permitting Sets the quantity of water that can be used Lowest quality first Storm Water Reclaimed Water Groundwater Cannot cause unacceptable adverse environmental impact Alternative Water Supply Storm water is used as an alternative supply for irrigation and fire protection Reduces groundwater demand and helps protect environmental resources Water management district dictates that we maximize beneficial use of storm water 9
10 Storm Water as an Alternative Water Supply Storm Water Reuse System North of CR 466 Golf Course and Roadway Irrigation (No residential or commercial properties) Lined basins for storage and irrigation sources include: Reclaimed Wastewater Storm Water Floridan Aquifer Groundwater Separate Irrigation Pump Stations Residential & Commercial properties receive irrigation water from the Potable Water System 10
11 Storm Water as an Alternative Water Supply Storm Water Reuse System South of CR 466 Storm Water Collection Storm Water Reuse Utilities: The Villages Water Conservation Authority (VWCA) for VCDDs 5 8 Sumter Water Conservation Authority (SWCA) for VCDDs 9 11 Fenney Water Conservation Authority (FWCA) for VCDD 12 Lower Floridan Groundwater Well Pump Station 11
12 Storm Water as an Alternative Water Supply Storm Water Reuse System South of CR 466 For Irrigation of Residential & Commercial Properties Golf Courses are irrigated separately using reclaimed wastewater and Lower Floridan groundwater Pump Station Irrigation Distribution System 12
13 Types of Basins Around the Community Types of Basins Around the Community 1. Residential/Commercial irrigation direct supply (VWCA/SWCA/FWCA) 2. Residential/Commercial irrigation supply behind control structure (VWCA/SWCA/FWCA) 3. Residential/Commercial irrigation supply via a transfer pump station (VWCA/SWCA/FWCA) 4. Golf course irrigation supply (no storm water) 5. Storm water retention basin 6. Storm water retention basin with overflow to waters of the State 7. Rapid infiltration basin (WWTP related) 8. Storm water retention and golf & urban landscape supply with no well 9. Storm water retention and golf & urban landscape supply with well 10. Storm water retention and golf & urban landscape supply behind control structure 11. Storm water retention and golf & urban landscape supply via transfer pump station 12. Wetland / mitigation area 13. Dry retention area 14. Natural Lake 13
14 Types of Basins Around the Community 14
15 Types of Basins Around the Community Examples of Storage Basins Storm Water Basin Type 1 Supplies VWCA/SWCA/FWCA Interconnected basins Water Sources Storm water runoff Lower Floridan groundwater Golf Course Basin Type 4 Isolated basin Water Sources Reclaimed wastewater Lower Floridan groundwater No conveyance of runoff 15 Storm Water Basin Type 5 Might be interconnected basins Storm water runoff No water removed Completely reliant on rainfall
16 Types of Basins Around the Community Typical Wet Retention Basin North of CR 466 TOB 77 HDPE OR CLAY LINER TOL 69 5 TO 7 FEET BOTTOM 63 TOB = Top of Bank (Area within which the 100 year flood is retained) TOL = Top of Liner (Area above is for Flood Storage) 16
17 Types of Basins Around the Community Typical Wet Retention Basin South of CR 466 TOB 70 TOL 60 HDPE LINER ML 58 5 TO 6 FEET BOTTOM 52 TOB = Top of Bank (Area within which the 100 year flood is retained) TOL = Top of Liner (Area above is for Flood Storage) ML = Management Level (Level where groundwater is added) any excess storm water above the ML is available for use 17
18 Storm Water System Operation Storm Water System Operation CONTROL VALVES LEGEND Gravity connection Connection behind a control structure or pump station IRRIGATION PUMP STATIONS TRANSFER PUMP STATIONS 18
19 Storm Water System Operation Interconnected Basins Basin A Basin B 19
20 Storm Water System Operation Interconnected Basins Cross section BASIN A GROUND SURFACE STORM INLET (TYP) BASIN B TOL TOL ML ML BOTTOM BOTTOM TOL = Top of Liner ML = Management Level 20
21 Storm Water Basin Maintenance Water Quality Responsibility of District Property Management Algae control Removal of nuisance aquatics Basin Banks Responsibility is typically determined by property ownership (District or Villages) Landscaping and turf Trash removal NPDES Considerations Storm Water Basin Maintenance Anything that enters a storm water system is discharged untreated into the water Dumping, discharge or disposal of any kind is prohibited by law 21
22 Storm Water Basin Maintenance Storm Water Basin Maintenance Water quality maintained by Sumter Landing Project Wide & banks surrounding basin maintained by Golf Management Solutions LEGEND Water quality maintained by Sumter Landing Project Wide & banks surrounding basin maintained by Sumter Landing Project Wide Gravity connection Connection behind a control structure or pump station 22
23 Storm Water Management Workshop Storm Water System Summary Permitting & Function Primarily closed basin drainage Current basins designed for 100 year Storm (10.0 inches in 24 hours) Conveyance system (inlets & pipes) designed for 25 year Storm (7.0 inches in 24 hours) Golf courses and roads flood before properties Alternative Water Supply Minimize groundwater demand Protect environmental resources Types of Basins Identified 14 different types Additional lined storage in basins south of CR 466 for storm water reuse system 23
24 Storm Water Management Workshop Storm Water System Summary System Operation Highly complex system Manage water to comply with permits and consider aesthetics whenever possible Basin Maintenance Water quality maintained by District Property Management Bank maintenance typically based on property ownership NPDES No dumping, discharge or disposal 24
25 Storm Water Management Workshop Break out Sessions Four Stations All the same information Staffed by environmental specialists & District personnel For Additional Information The presentation will be available at or copies are available at the District office located at 984 Old Mill Run in Lake Sumter Landing 25
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