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The designer can incorporate roof runoff isolation into site layout and design by providing dedicated stormwater conveyance piping from roof areas to SMPs designed to meet the combined sewer area slow release requirement of the Water Quality requirement.
Key factors to consider are ownership, access, maintenance tasks, and frequency.
Non-Structural Strategies While most development sites within the City of Philadelphia do not generally possess extensive natural fun games to play with your friends indoors systems, more modest natural systems and features may be of sufficient value to warrant preservation and integration within the development plan.Starting with the tested infiltration rates, the geometric mean must be used to determine the average infiltration rate following multiple tests for each SMP.Step 1: Determine a point of analysis (POA) for the post-development condition.Measure the depth from the top of casing to the bottom of the hole to the nearest.01 feet.For example, consider a 1,000-square foot roof with two roof leaders, each draining an area of 500 square feet (Figure.2-2).
The designer should avoid combinations of plants that will harm one another.
For designs that meet these requirements, the portion of the roof that may be considered disconnected depends on the length of the overland path as designated in Table.2-1.
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For projects with less than 15,000 square feet of earth disturbance, a minimum of one test gold card fernabsatzbedingungen pdf pit must be completed for each SMP footprint.Backfill the excavation and restore the surface to its original condition once all testing is completed.Infiltration testing does not need to be performed during SMP selection and conceptual design.Vegetated SMPs must use appropriate native and recommended non-invasive species from Appendix.It is not sufficient to rule out infiltration based on historical site uses alone.These practices will provide for more robust plant growth, speed the recovery of green spaces following construction, and require less maintenance in the long term.
When test pits are the chosen soil characterization methodology, the double-ring infiltrometer method must be used as the infiltration testing methodology.