|

Green Technology Best Management Practice Approach for Stormwater
Management
Good
stormwater management used to mean moving the water from where
it fell to streams that could move it away from developed areas
as quickly and efficiently as possible. Unfortunately, this
approach leads to high pollutant loading of our waterways, and
needs to be changed for the health of our watersheds.
In recent
years a
"green technology" approach has been designed to intercept
runoff from rooftops, parking lots, roads, and other impervious
surfaces as close as possible to its source. It was
then directed it into vegetative recharge/filtration facilities
incorporated into the overall site design and runoff conveyance
system. The
green technology system includes a quantitative estimation
of pollutant loads, and projects how well a particular design
will remove such pollutants. It's a technology
capable of providing realistic estimates of pollutant loading
and removal while addressing the hydrologic and hydraulic parameters
involved in urban site design. The detailed design principles
based on this technology are incorporated into the Delaware Urban
Runoff Management Model (DURMM).
Delaware's
green technology best management practices (BMPs)
include conservation site design, impervious area disconnection,
conveyance of runoff through swales and biofiltration swales,
filtration through filter strips, terraces, bioretention facilities,
and recharge through infiltration facilities. These practices
are incorporated into green technology at the site engineering
level. Unlike structural BMPs, such as detention ponds,
green technology BMPs don't appear highly complex. Their
proper design and implementation rely on the same hydrologic
and hydraulic principles as their structural cousins, and result
in a "greener" appearance.
Centralized
treatment and/or storage facilities located at the “end
of pipe” discharge
from developed sites are classified as structural best management
practices. While structural BMPs such as stormwater ponds
and wetlands can be effective in controlling peak flows from the
site, regulatory requirements for these structures do not
address storms that erode stream banks, and do little
or nothing to promote recharge. Structural systems
can contribute to downstream flooding when discharges from multiple
on-site structural BMPs overlap. Although they can be effective
in pollutant removal, structural systems are usually not designed
for groundwater recharge, consume space, and require extensive
maintenance. Wet detention structural BMPs often contribute
to elevated stream temperatures and discharge algae laden effluent,
which can substantially degrade the bottom-dwelling organisms in
the receiving stream.
Green
Technology Best Management Practices
Conservation
Site Design —
These are site design methods to reduce the extent of impervious
surfaces on-site and increase the extent of wooded areas, as
expressed in the “Conservation
Design Manual for Stormwater Management”, produced
by DNREC and the Brandywine Conservancy (1997). This
manual addresses many of the background issues in urban runoff
and discusses specific methods in detail. DURMM
provides a quantitative approach to define the benefits of
conservation design.
Source
Area Disconnection — Disconnection
is the process of directing runoff from impervious surfaces
over adjacent vegetated surfaces, providing infiltration
and pollutant removal. DURMM quantifies the runoff reductions
by disconnecting flow from impervious surfaces as it discharges
onto adjacent permeable areas.
Filter
Strips — Filter strips spread
runoff uniformly over a vegetated surface,
providing infiltration and pollutant removal. Filter
strips can provide substantial treatment if not overloaded
by sediment and runoff. DURMM quantifies the runoff
reductions and pollutant removal of filter strips.
Biofiltration
Swales/Grassed Swales — A swale is an elongated
depression in land that is at least seasonally wet or marshy,
is usually heavily vegetated, and is normally without flowing
water. Biofiltration swales convey runoff at shallow
flow depths. They
can be very effective in removing Total Suspended Solids (TSS)
and adsorbed metals, although less effective in terms of nutrients.
While swales are not thought to be capable of quantity
management, designs incorporating check dams can provide substantial
attenuation of peak flows. DURMM quantifies the runoff
reductions and pollutant removal of overland conveyance through
properly designed swales.
Terraces — Terraces
are swales extending across gentle slopes designed to intercept
runoff and increase the potential for infiltration. In
terms of pollutant removal, terraces operate as filter strips,
as runoff flows into them from upslope and are similar
to swales in terms of runoff response. DURMM quantifies
the runoff reductions and pollutant removal of overland conveyance
through properly designed terraces.
Bioretention
Structures — These are landscaped pocket
depressions designed to infiltrate runoff through an engineered
soil media. Incorporated into the urban landscape, they
can provide substantial filtering and nutrient transformations
before runoff is discharged into the conveyance system. Research
suggests that bioretention structures can be designed to provide
substantial soluble phosphorus removal capabilities, unlike
most other BMPs. DURMM quantifies the runoff reductions
and pollutant removal of overland conveyance through properly
bioretention structures.
Infiltration
Practices — Most
green technology BMPs incorporate infiltration as part of the
treatment process. Specific infiltration facilities include
trenches. Infiltration trenches located in swales
provide additional wetted surface area and storage volume,
and often they can be designed to penetrate shallow impermeable
soil profiles to recharge deeper soil horizons. DURMM
quantifies the runoff reductions of infiltration trenches.
Complementing
these engineered BMPs, riparian buffer systems (RBS) and stream
bank restoration (SBR) BMPs are other important green technology
systems that can enhance receiving waters. They provide
substantial improvements in stream habitat and stability, as
well as reducing pollutants from urban runoff. RBSs bring
benefits to streams through shading, bank stabilization
and litterfall. RBSs can also provide substantial runoff
filtering and pollutant removal when conditions are favorable.
Since RBSs are sensitive to concentrated flows, design
procedures to ensure sheet flow through level spreaders, filter
strips and parallel swales can be incorporated into their design. A
companion document specifically focused on RBS design is being
prepared by DNREC.
Stream
bank restoration differs from other BMPs in that it provides
no direct hydrological controls, nor does it remove pollutants
from upland runoff. However, by stabilizing eroding stream
banks, it may be the most effective mitigation measure for unstable
streams stressed by urban runoff.
For
additional information on green technology BMPs” and/or
the Delaware Urban Runoff Management Model (DURMM), please contact
the Division
of Soil & Water Conservation at (302) 739-4411.
|