Chapter 5 — Stormwater Management BMPs

Figure II-5.1. Infiltration Feasibility Flow Chart.

Figure II-5.2. Runoff Treatment BMP Selection Flow Chart.

Table II-5.1. Summary of Minimum Dispersion Flow Path Area and Length Requirements.

Table II-5.2. Minimum Horizontal Setback Requirements between Stormwater BMPs and Onsite Sewage System (OSS) Components.

Table II-5.3. Minimum Horizontal Setback Requirements Between Stormwater BMPs and Private/Public Wells.

Table II-5.4. Summary of Minimum Investigation and Testing Requirements for Shallow Infiltration BMPs, Steps 2, 3, and 5.a

Table II-5.5. Minimum Measured Infiltration Rates.

Table II-5.6. Post Construction Soil Quality and Depth Applicability.

Table II-5.7. Preserving Native Vegetation Applicability.

Table II-5.8. Dispersion Applicability.

Table II-5.9. Rain Gardens Applicability.

Table II-5.10. Bioretention Cells, Swales, and Planter Boxes Applicability.

Table II-5.11. Perforated Stub-Out Connection Applicability.

Table II-5.12. Permeable Pavement Applicability.a

Table II-5.13. Tree Retention and Tree Planting Applicability.

Table II-5.14. Vegetated Roofs Applicability.

Table II-5.15. Reverse Slope Sidewalks Applicability.

Table II-5.16. Minimal Excavation Foundation Applicability.

Table II-5.17. Rainwater Harvesting Applicability.

Table II-5.18. Infiltration Basins Applicability.a

Table II-5.19. Infiltration Trenches Applicability.a

Table II-5.20. Drywell Applicability.a

Table II-5.21. CAVFS Applicability.

Table II-5.22. Sand Filter BMPs Applicability.

Table II-5.23. MFD Applicability.

Table II-5.24. Vegetated Filter Strip Applicability.

Table II-5.25. Wetpond Applicability.

Table II-5.26. Wetvault Applicability.

Table II-5.27. Stormwater Treatment Wetland Applicability.

Table II-5.28. Oil/Water Separator Applicability.

Table II-5.29. Detention Pond Applicability.

Table II-5.30. Detention Tank Applicability.

Table II-5.31. Detention Vault Applicability.

Table II-5.32. Combined Detention and Wetpool BMP Applicability.