Vegetated Filter Strip System Design Manual
Design Tables

Chapter 6 — Design Tables (Metric)

6.1 Maximum Runoff Storage Settling Volume Using Conservation Method (m³), 25-year, 24-hour Storm, Holding 100%

• Thunder Bay
• Sault St. Marie
• Windsor
• Chatham

• Owen Sound
• Stratford
• Brantford
• Guelph

• Hamilton
• Toronto
• Barrie
• Oshawa

• Peterborough
• Port Colborne
• Brockville
• Ottawa

6.2 Minimum Storage Settling Volume Required and Peak Discharge Rate Using Rational Method

• Thunder Bay, Sault St. Marie, Windsor, Chatham
• Owen Sound, Stratford, Brantford, Guelph
• Hamilton, Toronto, Barrie, Oshawa
• Peterborough, Port Colborne, Brockville, Ottawa
  
  

6.3 Infiltration Area Required Based on Saturated Hydraulic Conductivity of Soil Texture Classes

• Sand, Loamy Sand, Sandy Loam
• Loam, Silt, Silt Loam
• Sandy Clay Loam, Clay Loam, Silty Clay Loam
• Sandy Clay, Silty Clay, Clay

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