Draft Details
- Design and construction of bioretention system...
- CSA W200-26
- Legal Notice for Draft Standards
- Preface
- + 1 Introduction
- 1.1 Description
- + 1.2 Mechanisms
- 1.2.1 Runoff volume reduction
- 1.2.2 Runoff rate control
- 1.2.3 Groundwater recharge
- 1.2.4 Treatment
- 1.3 Purpose
- + 1.4 Functions, benefits and outcomes
- 1.4.1 Primary functions
- 1.4.2 Primary benefits
- 1.4.3 Co-benefits
- 1.4.4 Outcomes
- 1.5 Implementation context
- + 1.6 Advantages of source control for stormwater...
- 1.6.1 Factors for design and construction succe...
- + 2 Scope
- 2.1 General
- 2.2 Users
- 2.3 Bioretention features covered by this Stand...
- 2.4 Rain garden features covered by this Standa...
- 2.5 Bioretention systems not covered by this St...
- 2.6 Regional Context
- 2.7 Terminology
- 3 Reference publications
- + 4 Definitions, abbreviations, and symbols
- 4.1 Definitions
- 4.2 Abbreviations
- 4.3 Symbols
- + 5 Bioretention systems versus rain gardens
- + 5.1 Overview
- 5.1.1 General
- 5.1.2 Bioretention systems
- Figure 1. Typical bioretention system schemati...
- + Figure 2. Cross-section of a typical bioretent...
- 5.1.3 Rain Garden
- + Figure 3. Typical rain garden schematic. Adapt...
- 5.1.4 Differences between bioretention systems ...
- + Table 1. Functional differences between bioret...
- 5.1.5 Design factors affecting performance
- 5.1.6 Site factors affecting performance
- + 6 Climate Consideration
- + 6.1 Cold Climate Suitability
- 6.1.1 General
- 6.1.2 Cold climate challenges
- + 6.1.3 Cold climate design modifications
- 6.1.3.1 General
- 6.1.3.2 Vegetation
- 6.1.3.3 Bioretention Specific Design Modificati...
- 6.1.3.3.1 Snow management
- 6.1.3.4 Rain garden specific design modificatio...
- 6.1.3.4.1 Snow management
- 6.2 Climate change impacts
- + 7 Bioretention
- + 7.1 Roles and responsibilities
- + 7.1.1 Design
- 7.1.1.1 Design team lead
- 7.1.1.2 Design team
- + 7.1.2 Construction
- 7.1.2.1 Construction team
- 7.1.2.2 Contractor
- 7.1.2.3 Engineer
- 7.1.2.4 Inspector
- 7.1.2.5 Erosion and sediment control (ESC) prof...
- 7.1.2.6 Landscape practitioner
- 7.1.2.7 Project manager
- 7.1.2.8 Bioretention growing media supplier
- + 7.2 Documentation
- 7.2.1 General
- 7.2.2 Design report/brief
- + 7.3 Bioretention system design
- 7.3.1 Bioretention system design criteria
- 7.3.2 Design factors for improved pollutant rem...
- + Table 2. Factors that affect pollutant removal...
- + 7.3.3 Bioretention system site planning, criter...
- 7.3.3.1 Typical bioretention locations
- + Figure 4
- Figure 5
- 7.3.3.2 Suitability
- 7.3.3.2.1 General
- 7.3.3.2.2 Considerations for site suitability
- 7.3.3.2.3 High risk site activities
- 7.3.3.2.3.1 Risk of groundwater contamination
- 7.3.3.2.3.2 Pre-treatment for high-risk catchme...
- 7.3.3.2.3.3 Clean runoff within high-risk sites...
- 7.3.3.2.3.4 Contaminated soils
- 7.3.3.2.3.5 Cumulative effects
- 7.3.3.2.4 Wellhead protection
- 7.3.3.2.4.1 Allowable infiltration
- 7.3.3.2.4.2 Infiltration restrictions
- 7.3.3.2.4.3 Roads
- 7.3.3.2.5 Catchment topography and siting
- 7.3.3.2.5.1 Catchment grades
- 7.3.3.2.5.2 Bioretention grades
- 7.3.3.2.5.3 Location of bioretention systems wi...
- 7.3.3.2.6 Available head
- 7.3.3.2.7 Water table
- 7.3.3.2.7.1 Separation of subgrade
- 7.3.3.2.7.2 Temporal analysis
- 7.3.3.2.7.3 Hydrogeological assessment and moni...
- 7.3.3.2.8 Subgrade soils
- 7.3.3.2.9 Contributing catchment area
- 7.3.3.2.9.1 Preferred catchment area size
- 7.3.3.2.9.2 Maximum contribution catchment area...
- 7.3.3.2.9.3 Ratio of impervious drainage area t...
- 7.3.3.2.10 Proximity to utilities
- 7.3.3.2.10.1 General
- 7.3.3.2.10.2 Utility conflicts
- 7.3.3.2.10.3 Utility corrosion
- 7.3.3.2.11 Setbacks from buildings
- 7.3.3.2.11.1 General
- 7.3.3.2.11.2 Bioretention planters with imperme...
- 7.3.3.2.11.3 Waterproofing building foundations...
- 7.3.3.2.11.4 Bioretention systems with an under...
- 7.3.3.2.12 Protection of roadways
- 7.3.3.3 Safety
- + 7.3.4 Background investigations
- 7.3.4.1 General
- 7.3.4.2 Soil and geotechnical assessment
- 7.3.4.2.1 General
- 7.3.4.2.2 Background evaluation of geotechnical...
- 7.3.4.2.3 Test pit or soil boring observations ...
- 7.3.4.2.4 Saturated hydraulic conductivity (Ste...
- 7.3.4.2.4.1 General
- 7.3.4.2.4.2 Field infiltration test types and m...
- + Table 4. Minimum recommended number of borehol...
- 7.3.4.2.4.3 Local conditions
- 7.3.4.3 Selection of geotechnical design parame...
- 7.3.4.3.1 General
- 7.3.4.3.2 Conversion from field measured hydrau...
- 7.3.4.3.3 Changes due to clogging of bioretenti...
- + 7.3.5 Bioretention system design
- 7.3.5.1 Design process
- 7.3.5.2 Design functions and configurations
- 7.3.5.2.1 General
- + Figure 6
- 7.3.5.2.2 Key features and configurations
- 7.3.5.2.2.1 General
- Figure 7
- + Table 5. Advantages and rationale of each type...
- 7.3.5.2.2.2 Underdrain locations
- 7.3.5.2.3 Bioretention systems without and unde...
- 7.3.5.2.3.1 Objectives
- + Figure 9
- 7.3.5.2.3.2 Limitations
- 7.3.5.2.3.3 Standpipe for monitoring
- 7.3.5.2.4 Bioretention systems with underdrain ...
- 7.3.5.2.4.1 Objectives
- 7.3.5.2.4.2 Limitations
- 7.3.5.2.5 Bioretention systems with elevated un...
- 7.3.5.2.5.1 Objectives
- + Figure 10
- 7.3.5.2.5.2 Limitations
- 7.3.5.2.5.3 Standpipe monitoring
- 7.3.5.2.6 Bioretention systems with impervious ...
- 7.3.5.2.6.1 Objectives
- 7.3.5.2.6.2 Limitations
- 7.3.5.2.7 On-line and off-line bioretention sys...
- 7.3.5.2.7.1 General
- 7.3.5.2.7.2 Requirements for on-line bioretenti...
- 7.3.5.2.7.3 Velocity at outlet
- + 7.3.6 Sizing of the bioretention system
- 7.3.6.1 Recommended depth and thickness
- + Table 6 - Recommended bioretention system comp...
- 7.3.6.2 Evaluation of design discharge and desi...
- 7.3.6.2.1 Runoff flow rate
- 7.3.6.2.2 Design volume for water quality
- 7.3.6.2.3 Design volume for volume reduction
- 7.3.6.2.4 Design volume for flood control
- 7.3.6.2.5 Climate change impact on design volum...
- 7.3.6.3 Footprint area calculations
- 7.3.6.3.1 Footprint area
- 7.3.6.3.2 Footprint area validation
- 7.3.6.3.3 Typical Footprint Sizes
- 7.3.6.3.4 Draw Down Verification
- 7.3.6.3.4.1 General
- 7.3.6.3.4.2 Full infiltration
- 7.3.6.3.4.3 Partial infiltration
- 7.3.6.3.4.4 Biofilter — No infiltration
- 7.3.6.3.4.5 Ponded water depth draindown verifi...
- 7.3.6.3.5 Capacity of Underdrain
- + Figure 11
- 7.3.6.4 Subgrade Saturated hydraulic conductivi...
- 7.3.6.4.1 Application
- 7.3.6.4.2 Design subgrade soil saturated hydrau...
- 7.3.6.4.3 Minimum value
- 7.3.6.4.4 Validation through water balance or w...
- + Table 7. Safety correction factor for measured...
- + 7.3.7 Bioretention growing media
- 7.3.7.1 Growing media specification
- + Table 8. Bioretention growing media specificat...
- 7.3.7.2 Organic matter sources
- 7.3.7.3 Mineral aggregate sources
- 7.3.7.4 Nutrients
- 7.3.7.5 Salts
- 7.3.7.6 Amendments
- 7.3.7.6.1 General
- 7.3.7.6.2 Metals
- 7.3.7.6.3 Nitrogen
- 7.3.7.6.4 Phosphorus
- 7.3.8 Bioretention materials specifications
- + Table 9 Bioretention material specifications a...
- + 7.3.9 Underdrains
- 7.3.9.1 General
- 7.3.9.2 Underdrain valve
- 7.3.9.3 Underdrain flow regulator
- + 7.3.10 Inlets
- 7.3.10.1 Inflow configuration
- + Figure 12
- 7.3.10.2 Inlet interception capacity
- 7.3.10.3 Inlet configuration
- + 7.3.11 Pre-treatment
- 7.3.11.1 General
- 7.3.11.2 Sedimentation pads or sumps
- + Figure 13
- 7.3.11.3 Two cell design (forebay)
- 7.3.11.4 Vegetated filter strip
- + Table 10 Vegetated filter strip sizing
- 7.3.11.5 Gutter screens
- 7.3.11.6 Structural stormwater treatment
- 7.3.11.7 Gravel diaphragm
- 7.3.11.8 Vegetated swale
- 7.3.11.9 Outlets and flow diversion structures
- 7.3.11.9.1 Outlet structures
- + Figure 14
- 7.3.11.9.2 Flow splitters and bypass structures...
- 7.3.11.9.3 Bioretention systems with overflow c...
- + 8 Rain garden
- 8.1 Intent
- + 8.2 Roles and responsibilities
- + 8.2.1 Design
- 8.2.1.1 General
- 8.2.1.2 Design team lead
- 8.2.1.3 Design team
- + 8.2.2 Construction
- 8.2.2.1 Construction team
- 8.2.2.2 Contractor
- 8.2.2.3 Engineer
- 8.2.2.4 Inspector
- 8.2.2.5 Erosion and sediment control (ESC) prof...
- 8.2.2.6 Landscape practitioner
- 8.2.2.7 Project manager
- 8.2.2.8 Rain garden soil supplier
- + 8.3 Design documentation
- 8.3.1 General
- 8.3.2 Design report
- 8.3.3 Rain garden design criteria
- + 8.3.4 Rain garden site planning, criteria and c...
- 8.3.4.1 Typical rain gardens locations
- + Figure 15
- 8.3.4.2 Suitability
- 8.3.4.2.1 General
- 8.3.4.2.2 Considerations for site suitability
- 8.3.4.2.3 High-risk site activities
- 8.3.4.2.3.1 Clean runoff within high-risk sites...
- 8.3.4.2.3.2 Contaminated soils
- 8.3.4.2.3.3 Cumulative effects
- 8.3.4.2.4 Wellhead protection
- 8.3.4.2.5 Topography and siting
- 8.3.4.2.5.1 Rain garden grades
- 8.3.4.2.5.2 Location of rain gardens within a s...
- 8.3.4.2.6 Water table
- 8.3.4.2.6.1 Separation of subgrade
- 8.3.4.2.6.2 Subgrade soils
- 8.3.4.2.7 Contributing catchment area
- 8.3.4.2.7.1 Preferred catchment area sizing
- 8.3.4.2.7.2 Maximum contribution catchment area...
- 8.3.4.2.7.3 Ratio of impervious drainage area t...
- 8.3.4.2.8 Proximity to utilities
- 8.3.4.2.9 Setbacks from buildings
- 8.3.4.2.9.1 General
- 8.3.4.2.9.2 Waterproofing building foundations
- 8.3.4.2.10 Protection of hard surfaces
- 8.3.4.2.11 Safety
- + 8.3.5 Background investigations
- 8.3.5.1 Soils and geotechnical assessments
- 8.3.5.1.1 General
- 8.3.5.1.2 Background evaluation of geotechnical...
- 8.3.5.1.3 Test pit or soil boring observations ...
- 8.3.5.1.4 Saturated hydraulic conductivity (Ste...
- 8.3.5.1.4.1 General
- 8.3.5.1.4.2 Field infiltration tests
- 8.3.5.1.4.3 Local conditions
- 8.3.5.2 Selection of geotechnical design parame...
- 8.3.5.2.1 General
- 8.3.5.2.2 Conversion from field measured hydrau...
- + 8.3.6 Rain Garden Design
- 8.3.6.1 Design process
- 8.3.6.2 Design function and configurations
- 8.3.6.2.1 General
- + Table 11 Context for choosing dug vs. scraped ...
- 8.3.6.2.2 Configurations
- Table 12 Advantages and rationale of each type...
- Figure 16
- Figure 17
- + Figure 18
- + 8.3.7 Sizing of rain gardens
- 8.3.7.1 Recommended depth and thickness
- + Table 13 Recommended rain garden component dep...
- 8.3.7.2 Evaluation of design volume
- 8.3.7.2.1 Design volume for water quality
- 8.3.7.2.2 Design volume for volume reduction
- 8.3.7.2.3 Design volume for flood control
- 8.3.7.2.4 Climate impact on design volume
- 8.3.7.3 Footprint area verification
- 8.3.7.3.1 General
- 8.3.7.3.2 Footprint area verification based on ...
- 8.3.7.3.3 Footprint area validation
- 8.3.7.3.4 Typical Footprint Sizes
- 8.3.7.4 Draw Down Verification
- 8.3.7.4.1 General
- 8.3.7.4.2 Ponding water depth drain down verifi...
- + 8.3.8 Rain garden soil
- 8.3.8.1 Uses of in-situ soil
- 8.3.8.1.1 A Horizon topsoil
- 8.3.8.1.2 B Horizon subsoil
- 8.3.8.2 Placed soil specification
- 8.3.8.3 Organic matter sources
- 8.3.8.4 Mineral aggregate sources
- 8.3.8.5 Nutrients
- 8.3.8.6 Electrical conductivity
- 8.3.9 Rain garden materials specifications
- + Table 14 Rain garden material specifications a...
- + 8.3.10 Inlets
- 8.3.10.1 Inflow configuration
- + Figure 19
- 8.3.11 Pre-treatment
- 8.3.12 Overflows
- + 9 Vegetation
- 9.1 Vegetation functional properties
- + 9.2 Plant types
- 9.2.1 Use of native plants
- 9.2.2 Plant characteristics to exclude
- 9.2.3 Plant characteristics to avoid
- 9.2.4 Plant diversity
- + 9.2.5 Plant material selection considerations
- 9.2.5.1 Growing conditions
- 9.2.5.2 Physical Context
- + 9.3 Moisture zones
- 9.3.1 Water balance analysis
- + 9.3.2 Moisture conditions
- 9.3.2.1 Configuration of moisture conditions
- 9.3.2.1.1 Basin style with inlet at base
- + Figure 21. Basin style with inlet at base
- 9.3.2.1.2 Linear style with inlet at base
- 9.3.2.1.3 Inlets from top in a concentrated flo...
- 9.3.2.1.4 Inlet at base with marked wet/dry sea...
- 9.3.2.1.5 No side slopes
- 9.3.2.1.6 Diffuse inflow around perimeter at to...
- Figure 25. Diffuse inflow around perimeter top...
- 9.4 Plant examples
- + 9.5 Planting strategy
- 9.5.1 Planting density
- 9.5.2 Inlets and overflows
- 9.5.3 Leaf litter
- 9.5.4 Plant material size for contract document...
- 9.5.5 Seeding specification for contract docume...
- + 10 Construction
- 10.1 General
- 10.2 Roles and responsibilities
- + 10.3 Contract documentation
- 10.3.1 General contract documentation
- 10.3.2 Change order requests
- 10.3.3 Specific contract documentation
- + 10.4 Construction considerations
- 10.4.1 General considerations
- + 10.4.2 Construction supervision
- 10.4.2.1 General
- 10.4.2.2 Site visit logs
- 10.4.2.3 Inspection documentation
- + 10.4.3 Utilities
- 10.4.3.1 Contractor responsibility
- 10.4.3.2 Utility conflict avoidance
- 10.5 Construction sequencing
- + 10.6 Erosion and sediment control
- 10.6.1 General
- 10.6.2 Inspections
- 10.6.3 Erosion and sediment control (ESC) measu...
- + Table 15. Examples of erosion and sediment con...
- 10.6.4 Planning for major and minor storm event...
- + 10.6.5 Specific erosion and sediment control me...
- 10.6.5.1 Education
- 10.6.5.2 Fencing
- 10.6.5.3 Off-line Configuration
- 10.6.5.4 Protection of underlying layers
- 10.6.5.5 Barrier removal
- + 10.6.6 Erosion and sediment control plan (ESC p...
- 10.6.6.1 Implementation responsibility
- 10.6.6.2 Minimum ESC plan components
- 10.6.6.3 Supplementary ESC plan components
- 10.7 Contamination remediation
- + 10.8 Documentation responsibilities
- 10.8.1 General responsibilities
- 10.8.2 Documents provided
- 10.8.3 Contractor’s documentation responsibilit...
- + 10.9 Material supply and handling
- 10.9.1 General
- 10.9.2 General bioretention growing media and r...
- 10.9.3 Bioretention growing media mixing
- 10.9.4 Bioretention growing media additives
- 10.9.5 Bioretention growing media and rain gard...
- 10.9.6 Installation steps of bioretention growi...
- 10.9.7 Bioretention growing media or rain garde...
- + 10.9.8 Timing of testing of bioretention growin...
- 10.9.8.1 General
- 10.9.8.2 Testing intervals
- + 10.9.9 Hand and mechanically mixed samples
- 10.9.9.1 General
- 10.9.9.2 Hand mixed samples
- 10.9.9.3 Mechanically mixed samples
- + 10.10 Testing requirements
- 10.10.1 Laboratory
- 10.10.2 Laboratory accreditation
- 10.10.3 Test methods
- 10.10.4 Bioretention growing media / rain garde...
- + 10.11 Plant materials
- 10.11.1 Sourcing of plant stock
- 10.11.2 Timing of seeding and planting
- 10.11.3 Transportation and storage of plant sto...
- 10.12 Geotextiles
- 10.13 Aggregates
- + 10.14 Installation considerations
- 10.14.1 Avoidance of compaction
- 10.14.2 Alleviation of compaction
- 10.14.3 Grades and grading
- + 10.14.4 Impermeable Liners
- 10.14.4.1 Placement of liners
- 10.14.4.2 Protection of liners
- 10.14.5 Monitoring wells
- 10.14.6 Underdrains, valves and piping
- 10.14.7 Inlets, outlets, and overflows
- + 10.14.8 Bioretention growing media or rain gard...
- 10.14.8.1 Preparation of subgrade
- 10.14.8.2 Permissible equipment
- 10.14.8.3 Placement
- 10.14.8.4 Compaction
- 10.14.8.4.1 Wetting method
- 10.14.8.4.2 Manual method
- 10.14.8.5 Soil corrections
- + 10.15 Landscape considerations
- + 10.15.1 Planting
- 10.15.1.1 Planting method
- 10.15.1.2 Planting cleanup
- 10.15.2 Watering requirements
- + 10.15.3 Seeding
- 10.15.3.1 Seeding dates
- 10.15.3.2 Erosion protection for seeded plant m...
- 10.15.3.3 Mulch or permanent cover layer
- + 10.16 Warranty period maintenance
- 10.16.1 Contract inclusions
- 10.16.2 Annual to biannual activities
- 10.16.3 Watering
- 10.16.4 Erosion control
- 10.16.5 Sediment removal
- 10.16.6 Plant material
- 10.16.7 Weeding
- 10.16.8 Ecocides
- 10.16.9 Cover layer
- 10.17 Assumption protocols
- + 11 Operation and maintenance
- 11.1 Importance of maintenance
- 11.2 Maintenance schedules
- 11.3 Operation and maintenance tasks for rain g...
- Table 16. Typical routine maintenance for bior...
- 11.4 Inspection Frequency
- 11.5 Operation and maintenance plan
- 12 Annex A (informative)
- + 13 Annex B (informative)
- B.1 Symbols used in this Annex
- B.2 General
- + B.3 Defining the terms and their relations — Ba...
- B.3.2 Darcy’s Law
- + Figure B.1
- B.3.3 Green-Ampt equation
- Figure B.3
- + B.4 Methods to estimate infiltration and rates
- B.4.1 General
- + Figure B.4
- B.4.2 Testing for site assessment or planning/c...
- B.4.3 Testing for detailed design stage
- B.4.4 Indirect validation of field testing
- B.5 Safety factors to obtain a design value
- B.6 Groundwater mounding
- B.7 Bibliography
- 14 Annex C (informative)
- 15 Annex D (informative)
- 16 Annex E (informative)
2.1 General
This Standard provides requirements and recommendations for the design and construction of bioretention systems and rain gardens intended for the management of urban stormwater runoff.
This Standard covers the following items:
a) roles and responsibilities;
b) design guidance;
c) contract documentation;
d) construction sequencing;
e) erosion and sediment control for bioretention;
f) construction documentation;
g) material supply and handling;
h) installation considerations;
i) landscape materials and maintenance;
j construction warranty maintenance; and
k) assumption protocols.
2.2 Users
The intention if this standard is that responsible authorities can use this Standard for better planning, and design, policy making and decision-making with respect to these assets.
Potential users include:
a) technical practitioners: Engineering design, planning, and other technical practitioners within and external to government play integral roles in design, and construction.
b) Authority having jurisdiction staff: staff that construct, assume and/or operate bioretention systems and rain gardens.
c) builders/developers: Builders and developers should factor improved stormwater management and climate resiliency into infrastructure design and construction.
2.3 Bioretention features covered by this Standard
The following types of bioretention systems are covered by this Standard:
a) bioretention systems with an underdrain and without an underdrain; and
b) biofilters (impermeable liner).
2.4 Rain garden features covered by this Standard
Rain gardens covered by this Standard do not include an underdrain or an impermeable liner within their designs.
Note: with proper provisions, rain gardens can be installed with liners if installed within required building setbacks.
2.5 Bioretention systems not covered by this Standard
The following sub-types of bioretention systems are not covered by this Standard:
a) tree trenches or pits; and
b) soil cells.
2.6 Regional Context
The application of bioretention systems and rain gardens to provide stormwater management varies across the country due to climatic, resource and different jurisdictional requirements. Users of this document will be required to consider the application of this standard with respect to their jurisdiction and adopt and/or revise the clauses as fits their requirements.
Users of this Standard are reminded that this Standard should not be considered a replacement for the requirements contained in any:
a) applicable federal/territorial or provincial statute;
b) regulation, license, or permit issued pursuant to an applicable statute; or
c) contract that an owner has with a contractor.
Bioretention systems and Rain Gardens shall be designed to meet or achieve design or performance criteria set by a local or regional authority, or in the absence of local criteria, shall be designed in accordance with typical criteria outlined in this standard.
2.7 Terminology
In this Standard, “shall” is used to express a requirement, i.e., a provision that the user is obliged to satisfy in order to comply with the Standard; “should” is used to express a recommendation or that which is advised but not required; and “may” is used to express an option or that which is permissible within the limits of the Standard.
Notes accompanying clauses do not include requirements or alternative requirements; the purpose of a note accompanying a clause is to separate from the text explanatory or informative material.
Notes to tables and figures are considered part of the table or figure and may be written as requirements.
Annexes are designated normative (mandatory) or informative (non-mandatory) to define their application.
You may comment on any section of this document by clicking the “Submit Comment” link at the bottom of the relevant section.