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Watershed Protection
and Development
Review Department

Environmental Criteria Manual
         Updates:
   Innovative Stormwater
         Controls

              Michael Kelly, P.E.
      John Gleason, Landscape Architect
ECM 1.6.7 Innovative Water Quality
             Controls

 •   Vegetative Filter Strips (VFS)/ VFS –
     Disconnection of Imp. Cover
 •   Biofiltration
 •   Rainwater Harvesting
 •   Porous Pavement for Pedestrian Use
 •   Rain Gardens
On-site Stormwater Treatment
Sedimentation/Filtration: standard water quality treatment pond
Vegetated Filter Strip/Disconnected
        Impervious Cover
Vegetative Filter Strips
Vegetated Filter Strip Credit/
Disconnected 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.
Vegetative Filter
                Strips
        (acres of VFS per acre
         of impervious cover)
 Contributing            Sand Filtration
Area Imp. Cvr.   SOS      Equivalency

    15%          0.28            NA
    25%           .45          .40

    50%          1.04          .91
    75%          1.84         1.61

    100%         2.85         2.49
Vegetative Filter Strip Design
Allowable in the BSZ
May be natural or engineered
Size: Requires relatively large land
   area
Maintain sheet flow
Do not exceed max.
  velocities/hydraulic loading rates

                    Width: as wide as the contributing drainage area

                                       Pavement
                      Level spreader creates sheet flow
         Min. 25’
Length




                                   Vegetated Filter Strip
Vegetative Filter Strip Design

           Min. 3”
            drop
                       Primary pollutant removal mechanism
Pavement                                       is infiltration



                        6” min. soil depth



                     Water depth may not exceed the
                                height of vegetation

                        Bunchgrass: min. ht. 18”
                        Turf: min. ht. 3”
Biofiltration




Old Dominion Freight (near Lake Walter Long)
Biofiltration
1. 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
Biofiltration: Vegetated Flow
     Spreader vs. Gabion
Diagram of Biofiltration Pond
                  Cross-Section – Conceptual Design


                  Sedimentation           Filtration               Outlet




Inlet

Splitter
Box           Separator Element
                                                                  Outlet Pipe
              Filtration Media
              Filter Fabric
                                                 Vegetation
              Gravel
                                                 Flood spillway
Biofiltration – Landscape Design

 • Plants must tolerate wide variations in moisture
 • Total Plants: Surface area (s.f.) of pond bottom
         x 0.1
 • Sedimentation basin: Min. 20% of total plants
    • Trees are allowed
 • Filtration basin: Min. 50% of total plants
    • Min. 20% tall herbaceous
    • No more than 30% medium herbaceous
    • No trees are allowed
Biofiltration Plants - Grasses
Biofiltration at TechRidge
Rainwater Harvesting




     HEB Brodie Lane
Rainwater Harvesting: Option A
Captured Runoff discharged to a VFS for infiltration (<72 hr)
Rainwater Harvesting
1. 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.
Rainwater Harvesting: Option A
Captured Runoff discharged to a VFS for infiltration (<72 hr)
Rainwater Harvesting:
      Option A
Rainwater Harvesting: Option B
  Captured Runoff Used to Irrigate Vegetated Area

                   • Max. 72 hr. drawdown time
                   • Use retentio/irrigation criteria (ECM 1.6.7A)
                   • Allowable in the Barton Springs Zone


           Conveyance system
Rainwater Harvesting: Option B
  Captured Runoff Used to Irrigate Vegetated Area




              Tank




                        Sprinkler system (per retention/irrigation criteria)
Porous Pavement for Pedestrian Use




  Pervious Concrete    Permeable Pavers
Porous Pavement

1. Retains & infiltrates water underneath
   pavement used for pedestrian use
   only.

2. Criteria will allow for Impervious Cover
   (IC) credit.
Porous Pavement
Possibilities include:
• porous concrete
• reinforced turf
• gravel
Rain Gardens
Rain Gardens
• Filtration or Infiltration system for small
  (<1 acre) drainage areas
• Allows for dispersed, small-scale treatment
  systems integrated into site landscaping
Rain Garden Info: Grow Green
Rain Gardens
                   Plan


               Plan View




                Section
                 Section
Contact Information
Michael Kelly, P.E.            John Gleason
(512) 974-6591                 (512) 974-3543
mike.kelly@ci.austin.tx.us     john.gleason@ci.austin.tx.us

Environmental Resource Management
Watershed Protection and Development Review Department
505 Barton Springs Road
Austin, Texas 78704

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Innovative Stormwater Controls Update

  • 1. Watershed Protection and Development Review Department Environmental Criteria Manual Updates: Innovative Stormwater Controls Michael Kelly, P.E. John Gleason, Landscape Architect
  • 2. ECM 1.6.7 Innovative Water Quality Controls • Vegetative Filter Strips (VFS)/ VFS – Disconnection of Imp. Cover • Biofiltration • Rainwater Harvesting • Porous Pavement for Pedestrian Use • Rain Gardens
  • 3. On-site Stormwater Treatment Sedimentation/Filtration: standard water quality treatment pond
  • 6. Vegetated Filter Strip Credit/ Disconnected 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.
  • 7. Vegetative Filter Strips (acres of VFS per acre of impervious cover) Contributing Sand Filtration Area Imp. Cvr. SOS Equivalency 15% 0.28 NA 25% .45 .40 50% 1.04 .91 75% 1.84 1.61 100% 2.85 2.49
  • 8. Vegetative Filter Strip Design Allowable in the BSZ May be natural or engineered Size: Requires relatively large land area Maintain sheet flow Do not exceed max. velocities/hydraulic loading rates Width: as wide as the contributing drainage area Pavement Level spreader creates sheet flow Min. 25’ Length Vegetated Filter Strip
  • 9. Vegetative Filter Strip Design Min. 3” drop Primary pollutant removal mechanism Pavement is infiltration 6” min. soil depth Water depth may not exceed the height of vegetation Bunchgrass: min. ht. 18” Turf: min. ht. 3”
  • 10. Biofiltration Old Dominion Freight (near Lake Walter Long)
  • 11. Biofiltration 1. 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
  • 12. Biofiltration: Vegetated Flow Spreader vs. Gabion
  • 13. Diagram of Biofiltration Pond Cross-Section – Conceptual Design Sedimentation Filtration Outlet Inlet Splitter Box Separator Element Outlet Pipe Filtration Media Filter Fabric Vegetation Gravel Flood spillway
  • 14. Biofiltration – Landscape Design • Plants must tolerate wide variations in moisture • Total Plants: Surface area (s.f.) of pond bottom x 0.1 • Sedimentation basin: Min. 20% of total plants • Trees are allowed • Filtration basin: Min. 50% of total plants • Min. 20% tall herbaceous • No more than 30% medium herbaceous • No trees are allowed
  • 17. Rainwater Harvesting HEB Brodie Lane
  • 18. Rainwater Harvesting: Option A Captured Runoff discharged to a VFS for infiltration (<72 hr)
  • 19. Rainwater Harvesting 1. 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.
  • 20. Rainwater Harvesting: Option A Captured Runoff discharged to a VFS for infiltration (<72 hr)
  • 22. Rainwater Harvesting: Option B Captured Runoff Used to Irrigate Vegetated Area • Max. 72 hr. drawdown time • Use retentio/irrigation criteria (ECM 1.6.7A) • Allowable in the Barton Springs Zone Conveyance system
  • 23. Rainwater Harvesting: Option B Captured Runoff Used to Irrigate Vegetated Area Tank Sprinkler system (per retention/irrigation criteria)
  • 24. Porous Pavement for Pedestrian Use Pervious Concrete Permeable Pavers
  • 25. Porous Pavement 1. Retains & infiltrates water underneath pavement used for pedestrian use only. 2. Criteria will allow for Impervious Cover (IC) credit.
  • 26. Porous Pavement Possibilities include: • porous concrete • reinforced turf • gravel
  • 28. Rain Gardens • Filtration or Infiltration system for small (<1 acre) drainage areas • Allows for dispersed, small-scale treatment systems integrated into site landscaping
  • 29. Rain Garden Info: Grow Green
  • 30. Rain Gardens Plan Plan View Section Section
  • 31. Contact Information Michael Kelly, P.E. John Gleason (512) 974-6591 (512) 974-3543 mike.kelly@ci.austin.tx.us john.gleason@ci.austin.tx.us Environmental Resource Management Watershed Protection and Development Review Department 505 Barton Springs Road Austin, Texas 78704