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HomeMy WebLinkAboutStormwater Management PlanUpdate: June 2013 CITY OF MAPLE RIDGE STORMWATER MANAGEMENT PLAN – THREE TIER SITE SOURCE CONTROL GUIDELINES A stormwater / rainwater management plan must be submitted to the District which fulfills the requirements of the current Watercourse Protection Bylaw. A final stormwater management plan should be submitted and approved by the District before any construction works commence on site. The Stormwater plan and report should include the following: a) Provide a conceptual Stormwater / Rainwater Management Plan for the site early on in the process with the conceptual development layout that must address the following factors before a final design layout :  The SMP must consider how it is going to address the District’s three tier stormwater site source control requirements including DFO standards for stormwater volumes, runoff rates, and water quality.  The conceptual SMP must consider how it will respect potential conservation setbacks associated with the protection of significant natural features such as watercourses, ponds, or wetlands;  Consideration of potential setbacks associated with geotechnical areas, steep slopes over 15%, tree conservation areas, community greenway trail corridors, etc  Consideration of any new development plans in the neighbourhood that require integration of resources for dealing with water volumes, velocities, and quality; and  Consideration on site and off site of any groundwater management concerns that may be impacted by the proposed works, especially in areas within or surrounded by vulnerable aquifer zones.  Within environmental DP areas, a best level of effort must be demonstrated to limit the total impervious area for the site where possible meeting the 10% runoff volume target. b) Before second reading and before any subdivision servicing construction related works commence on a development site, a final Stormwater / Rainwater Management Plan (SMP) must be submitted to the District’s Engineering and Environment section for review and approval. The SMP will need to include the following:  Rationale on how the SMP will adequately address current federal, provincial, and regional stormwater / rainwater site source control regulations and standards focusing on three tier site source controls where possible as required in the Watercourse Protection Bylaw 6410-2006.  Final SMP design drawing that illustrates where the three tier site source controls will be implemented along with appropriate calculations for any larger detention or bio-filtration facilities. Site source controls should include consideration of bio-filtration swales & appropriate sized oil water separation controls along roadways and parking areas. For dealing with runoff rates and water quality, on-lot topsoil amendments and on-lot detention facilities will be required where appropriate;  A final letter of assurance from the engineer of record is required that has been signed and stamped. The letter must provide assurances that the engineer of record is satisfied that the SMP meets the District’s three tier stormwater requirements & DFO standards with respect to detention, runoff rates, and water quality. Update: June 2013  Consider appropriate design & sizing for above ground stormwater management detention facilities to ensure they mimic natural features where possible, using safe and aesthetically pleasing designs with appropriate municipal landscaping standards.  Ensure that detention facilities that require regular ongoing maintenance do not encroach into designated park or conservation areas.  Stormwater restrictive covenants and fencing may be required to ensure appropriate protection of stormwater management controls and facilities. In addition, ongoing maintenance requirements as well as local area service agreements may be required as part of the ongoing maintenance requirements associated with stormwater management covenants. For large scale or multi phase developments, pre and post development monitoring of water volumes and water quality may have to be prepared by the engineer of record to help determine the adequacy of the existing and/or proposed stormwater facilities.