Difference between revisions of "Screening LID options"
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* Natural Heritage Systems or green infrastructure | * Natural Heritage Systems or green infrastructure | ||
=== Screen LID Options === | === Screen Potential LID Options === | ||
A number of factors need to be considered when screening the suitability of a given | |||
location within a development site for application of stormwater BMPs. Table 3.4.1 | |||
summarizes site constraints associated with some general types of structural LID | |||
practices for stormwater management that should be considered. Further | |||
information regarding constraints to the design of various end-of-pipe BMPs can be | |||
found in the Ontario Ministry of the Environment Stormwater Management Planning and | |||
Design Manual (2003). The use of LID BMPs should be considered first to meet the | |||
design criteria before the use of end-of-pipe BMPs. | |||
==== Structural Requirements or Site Constraints ==== | ==== Structural Requirements or Site Constraints ==== |
Revision as of 20:00, 12 September 2017
Process for selecting a suite of LID Options[edit]
Site Conditions[edit]
Define Design Criteria[edit]
A detailed description of the design criteria that need to be defined is provided in the
respective CVC and TRCA Stormwater Management Criteria documents. If outside jurisdictional
boundaries, criteria developed should have requirements to:
- preserve groundwater and baseflow characteristics;
- prevent undesirable and costly geomorphic changes in the watercourse;
- prevent any increases in flood risk potential;
- protect water quality; and ultimately,
- maintain an appropriate diversity of aquatic life and opportunities for human uses
The design criteria required to protect, enhance or restore the environmental resources
can be grouped under the following five categories.
- Flood Protection;
- Water Quality;
- Erosion Control;
- Recharge; and
- Natural Heritage Systems or green infrastructure
Screen Potential LID Options[edit]
A number of factors need to be considered when screening the suitability of a given
location within a development site for application of stormwater BMPs. Table 3.4.1
summarizes site constraints associated with some general types of structural LID
practices for stormwater management that should be considered. Further
information regarding constraints to the design of various end-of-pipe BMPs can be
found in the Ontario Ministry of the Environment Stormwater Management Planning and
Design Manual (2003). The use of LID BMPs should be considered first to meet the
design criteria before the use of end-of-pipe BMPs.