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<!--*[[Construction observations for green roofs]]--> | <!--*[[Construction observations for green roofs]]--> | ||
*[[Assessing the performance of green roofs]] | *[[Assessing the performance of green roofs]] | ||
− | *[[Operation and maintenance of green roofs]] | + | *[[Operation and maintenance (O&M) of green roofs]] |
+ | *[[Operation and maintenance of green roofs - supplemental information]] | ||
+ | **[[Operation and maintenance of green roofs]] - we recommend using the above two pages | ||
*[[Calculating credits for green roofs]] | *[[Calculating credits for green roofs]] | ||
*[[Cost-benefit considerations for green roofs]] | *[[Cost-benefit considerations for green roofs]] |
Green roofs typically occur at the beginning of stormwater treatment trains. Green roofs provide filtering of suspended solids and pollutants associated with those solids, although total suspended solid (TSS) concentrations from traditional roofs are generally low. Green roofs provide both volume and rate control, thus decreasing the stormwater volume being delivered to downstream Best Management Practices (BMPs).
A listing of contributors and participants to the development of pages comprising the green roof section of this Manual appears in the Acknowledgements section.