Storm drainage is
naturally handled by vegetation canopy, ground cover plants, soil
absorption, and streams and waterways on undeveloped sites. When
designing the site layout,
storm drainage must be understood in regard to the impacts on
the existing drainage system as well as the resulting structures and
systems that will be necessary to handle the new drainage pattern.
Sustainable goals for storm
drainage control involve the regulation of runoff in order to
provide protection from soil
erosion and avoid directing water into unmanageable volumes.
Removal of natural vegetation, topsoil, and natural channels that
provide natural drainage control should always be avoided. An
alternative would be to stabilize soils, capture runoff in
depressions (to help recharge groundwater supply), and revegetate
areas to replicate natural drainage systems.
Aside from the sustainable benefits of effective storm water
management the Air Force is also motivated to meet the legislated
requirements of the Clean Water Act (CWA). The CWA is a law enacted
by Congress and signed by the President that establishes
environmental programs, including the National Pollutant Discharge
Elimination System (NPDES) program, to protect the Nation's waters.
The following guidelines should be considered when designing a
site layout for sustainability:
- the use of culverts and canals for
watercourses should be
avoided wherever possible, and opportunities to re-establish
natural watercourses,
channels, margins and wetlands
should be maximized;
- the amount of non-porous hard surfacing should be minimized to
enable infiltration;
- downstream watercourses
should be protected from the adverse effects of excess surface
water run-off, both in quantity and quality;
- landscape areas should incorporate such features as swales and
filter strips to reduce the volume of piped surface water run off;
- infiltration methods, such as pervious
pavement, bioswales and
vegetated roofs
should be used wherever possible and where soil conditions permit;
- where surface water cannot be absorbed on site provision
should be made for open balancing ponds;
- where site drainage is to a combined sewer the impact of any
increased flow on combined sewer overflows
should be considered and minimized;
- install oil interceptors and silt traps to improve the quality
of any surface water discharge to watercourses,
rain gardens and/or
bioswales;
- provide facilities for rainwater collection for re-use;
- where possible, site landscaping should utilize plant species
which do not require irrigation.
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