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Stormwater Controls Manual
For easier access, the Murfreesboro Stormwater Controls Manual is presented in separate pieces below.
Note the introductory sections, which describe procedures for selecting controls and for using controls in series. Also presented in 2.1.6 is a method for adjusting stormwater runoff volumes in cases where an off-line control captures the water quality volume of a storm event.
Section | Document |
---|---|
2.1 |
Controls Manual – Title Page, Contents |
2.1.1-2 | Categories of controls; Suitability |
2.1.3 | Screening Process, Step 1 |
2.1.3 | Screening Process, Steps 2-3, example |
2.1.3 | Screening Process, Matrix |
2.1.6 | Using controls in series; adjusting CN for WQv |
2.2.1 |
Bioretention |
2.2.2 | Enhanced Swales |
2.2.3 | Grass Channel |
2.2.4 | Open Conveyance Channel |
2.2.9 | Dry Detention/Extended Detention Dry Basins |
2.2.10 | Multi-Purpose Detention Areas |
2.2.11 | Underground Detention |
2.2.12 | Filter Strip |
2.2.14 | Planter Boxes |
2.2.15 | Sand Filters |
2.2.17 | Gravity (Oil-Grit) Separator |
2.2.18 | Downspout Drywell |
2.2.19 |
Infiltration Trench |
2.2.20 | Soakage Trenches |
2.2.21 | Stormwater Ponds |
2.2.22 | Green Roof |
2.2.23 | Modular Porous Paver Systems |
2.2.24 | Porous Concrete |
2.2.25 | Proprietary Structural Controls |
2.2.25a | Proprietary Structural Controls - Approval List and Links |
2.2.26 | Rain Harvesting (Tanks/Barrels) |
2.2.27 | Stormwater Wetlands |