Cost/benefit Analysis of Stormwater Pond Alternative Management Controls Demonstration Project
Texas; Innovative Stormwater Controls - Austin Energy
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Transcript of Texas; Innovative Stormwater Controls - Austin Energy
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Environmental Criteria Manual Environmental Criteria Manual Updates:Updates:
Innovative Stormwater Innovative Stormwater ControlsControls
Michael Kelly, P.E.John Gleason, Landscape Architect
Watershed Protection Watershed Protection and Development and Development Review DepartmentReview Department
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ECM 1.6.7 Innovative Water Quality ECM 1.6.7 Innovative Water Quality ControlsControls
•• Vegetative Filter Strips (VFS)/ VFS Vegetative Filter Strips (VFS)/ VFS –– Disconnection of Imp. CoverDisconnection of Imp. Cover
•• BiofiltrationBiofiltration
•• Rainwater HarvestingRainwater Harvesting
•• Porous Pavement for Pedestrian UsePorous Pavement for Pedestrian Use
•• Rain GardensRain Gardens
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OnOn--site Stormwater Treatmentsite Stormwater TreatmentSedimentation/Filtration: standard water quality treatment pondSedimentation/Filtration: standard water quality treatment pond
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Vegetated Filter Strip/Disconnected Vegetated Filter Strip/Disconnected Impervious CoverImpervious Cover
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Vegetative Filter StripsVegetative Filter Strips
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Vegetated Filter Strip Credit/Vegetated Filter Strip Credit/ Disconnected Impervious CoverDisconnected Impervious Cover
1. Same as existing vegetated filter strip, except allow for smaller sizing to receive proportionately reduced credit.
2. Directs water over vegetated area.
3. Requires adequate soil quality & depth, slope, hydraulic loading rate.
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Vegetative Filter Vegetative Filter StripsStrips
(acres of VFS per acre (acres of VFS per acre of impervious cover)of impervious cover)
Contributing Contributing Area Imp. Area Imp. CvrCvr.. SOSSOS
Sand Filtration Sand Filtration EquivalencyEquivalency
15%15% 0.280.28 NANA
25%25% .45.45 .40.40
50%50% 1.041.04 .91.91
75%75% 1.841.84 1.611.61
100%100% 2.852.85 2.492.49
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Vegetative Filter Strip DesignVegetative Filter Strip DesignAllowable in the BSZAllowable in the BSZ
May be natural or engineeredMay be natural or engineered
Size: Requires relatively large land Size: Requires relatively large land areaarea
Maintain sheet flowMaintain sheet flow
Do not exceed max. Do not exceed max. velocities/hydraulic loading ratesvelocities/hydraulic loading rates
Width: as wide as the contributing drainage areaWidth: as wide as the contributing drainage area
Leng
th
Min
. 25’
Pavement
L e v e l s p r e a d e r c r e a t e s s h e e t f l o w
Vegetated Filter Strip
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Vegetative Filter Strip DesignVegetative Filter Strip Design
Primary pollutant removal mechanism Primary pollutant removal mechanism is infiltration is infiltration
Bunchgrass: min. ht. 18Bunchgrass: min. ht. 18””Turf: min. ht. 3Turf: min. ht. 3””
Pavement
66”” min. soil depthmin. soil depth
Min. 3Min. 3”” drop drop
Water depth may not exceed the Water depth may not exceed the height of vegetation height of vegetation
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BiofiltrationBiofiltration
Old Dominion Freight (near Lake Walter Long)
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BiofiltrationBiofiltration1. Same design procedures as
sedimentation/filtration.
2. Key differences:
1. Addition of organic material into sand medium.
2. Plants provide key functional component to remove additional dissolved nutrients and enhance aesthetics
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BiofiltrationBiofiltration: Vegetated Flow : Vegetated Flow Spreader vs. GabionSpreader vs. Gabion
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Diagram of Biofiltration PondDiagram of Biofiltration PondCrossCross--Section Section –– Conceptual DesignConceptual Design
InletInlet
Splitter Splitter BoxBox Separator ElementSeparator Element
Filtration MediaFiltration Media
Filter FabricFilter Fabric
GravelGravel VegetationVegetation
Flood spillwayFlood spillway
FiltrationFiltrationSedimentationSedimentation OutletOutlet
Outlet PipeOutlet Pipe
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BiofiltrationBiofiltration –– Landscape Design Landscape Design
•• Plants must tolerate wide variations in moisturePlants must tolerate wide variations in moisture•• Total Plants: Surface area (Total Plants: Surface area (s.fs.f.) of pond bottom .) of pond bottom
x 0.1x 0.1•• Sedimentation basin: Min. 20% of total plantsSedimentation basin: Min. 20% of total plants
•• Trees are allowedTrees are allowed•• Filtration basin: Min. 50% of total plantsFiltration basin: Min. 50% of total plants
•• Min. 20% tall herbaceousMin. 20% tall herbaceous•• No more than 30% medium herbaceousNo more than 30% medium herbaceous•• No trees are allowedNo trees are allowed
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Biofiltration Plants Biofiltration Plants -- GrassesGrasses
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BiofiltrationBiofiltration at at TechRidgeTechRidge
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Rainwater HarvestingRainwater Harvesting
HEB Brodie Lane
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Rainwater Harvesting: Option ARainwater Harvesting: Option ACaptured Runoff discharged to a VFS for infiltration (<72 hr)Captured Runoff discharged to a VFS for infiltration (<72 hr)
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Rainwater HarvestingRainwater Harvesting1. Captures runoff to be used for other
beneficial purposes.
2. Capture volume can be sized to meet watershed specific requirements (e.g. Urban vs. SOS); requires adequate infiltration or irrigation field for ultimate disposal of stormwater
3. May be upsized to provide water conservation function.
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Rainwater Harvesting: Option ARainwater Harvesting: Option ACaptured Runoff discharged to a VFS for infiltration (<72 hr)Captured Runoff discharged to a VFS for infiltration (<72 hr)
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Rainwater Harvesting:Rainwater Harvesting: Option AOption A
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Rainwater Harvesting: Option BRainwater Harvesting: Option BCaptured Runoff Used to Irrigate Vegetated AreaCaptured Runoff Used to Irrigate Vegetated Area
Conveyance system
• Max. 72 hr. drawdown time
• Use retentio/irrigation criteria (ECM 1.6.7A)
• Allowable in the Barton Springs Zone
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Rainwater Harvesting: Option BRainwater Harvesting: Option BCaptured Runoff Used to Irrigate Vegetated AreaCaptured Runoff Used to Irrigate Vegetated Area
Tank
Sprinkler system (per retention/irrigation criteria)
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Porous Pavement for Pedestrian Use Porous Pavement for Pedestrian Use
Pervious ConcretePervious Concrete Permeable PaversPermeable Pavers
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Porous PavementPorous Pavement
1. Retains & infiltrates water underneath pavement used for pedestrian use only.
2. Criteria will allow for Impervious Cover (IC) credit.
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Porous PavementPorous PavementPossibilities include: Possibilities include: •• porous concreteporous concrete•• reinforced turfreinforced turf•• gravelgravel
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Rain GardensRain Gardens
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Rain GardensRain Gardens
• Filtration or Infiltration system for small (<1 acre) drainage areas
• Allows for dispersed, small-scale treatment systems integrated into site landscaping
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Rain Garden Info: Grow GreenRain Garden Info: Grow Green
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Rain GardensRain Gardens
Plan View
Section
PlanPlan
SectionSection
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Contact InformationContact Information
Michael Kelly, P.E. John Gleason
(512) 974-6591 (512) 974-3543
[email protected] [email protected]
Environmental Resource Management
Watershed Protection and Development Review Department
505 Barton Springs Road
Austin, Texas 78704