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Impacts of Development Upon Stormwater Runoff
As undeveloped areas are converted to urban uses, the natural vegetation
is removed, land slopes modified, and natural pervious areas covered with
impervious surfaces, such as roads, drives and roofs. These changes can
significantly affect the quantity and quality of stormwater runoff.
Urbanization impacts surface waters in several ways:
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As an area becomes urbanized, natural pervious areas typically are covered
with impervious surfaces, such as pavement and buildings, and less pervious
landscaped areas. This reduces rainfall infiltration and increases the
quantity of stormwater runoff. In addition, drainage modifications constructed
during urbanization decrease the travel time of stormwater runoff. The
result is that peak stormwater discharge from the urbanized area is increased,
and the dry weather stream flow may be decreased. Therefore, one result
of urbanization can be higher stream flows during periods of rainfall and
lower stream flows during dry periods.
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A second impact related to the changes discussed above is streambank erosion
caused by an increase in stormwater runoff. In order for a stream channel
to adapt to the increase in stormwater runoff resulting from urbanization,
it may erode a larger channel. This eroded material causes the same impacts
as sediment from other sources. The changes to the stream channel also
may affect aquatic habitats, water depths and stream-side vegetation.
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The increase in pollutants and its impact on water quality is a third major
concern of urbanization. These pollutants can vary widely from runoff event
to runoff event and over the course of the year. These pollutants are byproducts
of modern urban life and include road salt, fertilizers, pesticides, heavy
metals, oils, nutrients, oxygen-demanding substances, and bacteria. There
are several mechanisms for depositing pollutants on the urban landscape.
These include deposition of atmospheric pollutants; direct application
on the land of such materials as road salt and sand, fertilizers and pesticides;
and applications that are unintentional results of urban activity, such
as oil drippings from motor vehicles. Trace metals can be picked up from
metal roofing and flashing, metal culverts, paints, and automobile products.
Additional sources of pollutants include pet droppings, vegetative matter,
litter and anything else deposited upon the urban landscape and capable
of being washed off. These pollutants are picked up by runoff and carried
along, ultimately reaching a water body.
Proper planning, design and construction of a new development can mitigate
many of these impacts. Properly sized detention ponds can reduce the peak
rate of runoff, although not the volume, to pre-development levels. This
can mitigate the problems of potential flooding and streambank erosion.
There are numerous measures for treating stormwater to remove many of the
pollutants. The more common measures are listed below:
Vegetated filter strips are areas of land with natural
or planted vegetation designed to receive sheet runoff from up-gradient
development. They may be, or resemble, various natural environments such
as meadows or riparian forests. Their primary function is to remove soil
particles and nutrients from overland sheet flow before it reaches a surface
water. The primary removal mechanisms are sedimentation and infiltration
as the flow moves through the strip.
Grassed swales are shallow, vegetated, manmade ditches
designed so that the bottom elevation is above the ground water table to
allow runoff to infiltrate into the ground. The vegetation prevents erosion,
filters sediment and provides some nutrient uptake.
Extended detention ponds are structures designed to hold
stormwater for up to 24 hours. The extended detention pond is normally
dry between storm events, but may have a shallow marsh in the detention
area. Unlike dry detention ponds, which only detain runoff long enough
to reduce the peak rate of runoff, extended detention ponds detain stormwater
runoff for a longer time to allow for settling of particulates.
Wet ponds are designed to have a permanent pool of water,
which prevents the resuspension of sediments in the pond from previous
storm events. Microorganisms and plants in the permanent pool assist in
biological uptake and degradation of pollutants. Additional storage is
provided above the permanent pool to detain stormwater. Properly designed
wet ponds can achieve both pollutant removal and peak discharge reduction.
Constructed wetlands are engineered systems designed to
simulate the water quality improvement functions of natural wetlands to
treat and contain surface water runoff pollutants and decrease loadings
to surface waters. Constructed urban runoff wetlands differ from artificial
wetlands created to comply with mitigation requirements in that they do
not replicate all of the ecological functions of natural wetlands.
Infiltration practices are designed to infiltrate surface
runoff into the ground. These devices include both infiltration trenches
and infiltration ponds. An infiltration trench is a subsurface trench filled
with stone to which runoff is either piped directly or flows overland.
An infiltration basin is an open area to which the runoff is discharged
and allowed to pond while infiltrating through the sides and bottom of
the basin.
Water quality inlets are also known as oil and grit separators.
They are underground, multi-chambered tanks designed to remove sediments
and to a lesser degree floatable solids.
Generally, the less the concentration of runoff, and the less
sophisticated the treatment measures, the better the solution. Natural
solutions are preferable to constructed solutions, e.g., buffer strips
are preferable to water quality inlets. However, it is recognized that
certain developments in highly urbanized areas do not have sufficient land
area for natural treatment methods.
Proper planning of the development is important, it has been shown
that impervious areas directly connected to storm drainage systems are
the most critical to the quantity, rate and pollutant concentration of
the runoff. Proper planning can allow for landscaping which incorporates
areas for shallow ponding and infiltration, overland flow through vegetated
areas, and reduces stormwater flowing directly from impervious areas to
the storm drainage system. In areas requiring stormwater detention for
peak flow reduction, it is frequently best to combine the treatment and
detention measure in one device such as an extended detention pond, wet
pond, or created wetland.
Additional information is included in the publications "Best Management
Practices for Urban Stormwater Runoff" and "Stormwater Management and Erosion
and Sediment Control Handbook for Urban and Developing Areas in New Hampshire".
Both are available from the N.H. DES PIP Unit (603)-271-2975.
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