xvEPA
United States
Environmental Protection
Agency
Office of Water
Washington, D.C.
EPA832-F-99-012
September 1999
Storm Water
Technology Fact Sheet
Bioretention
DESCRIPTION
Bioretention is a best management practice (BMP)
developed in the early 1990's by the Prince George's
County, MD, Department of Environmental
Resources (PGDER). Bioretention utilizes soils
and both woody and herbaceous plants to remove
pollutants from storm water runoff. As shown in
Figure 1, runoff is conveyed as sheet flow to the
treatment area, which consists of a grass buffer
strip, sand bed, ponding area, organic layer or
mulch layer, planting soil, and plants. Runoff
passes first over or through a sand bed, which slows
the runoffs velocity, distributes it evenly along the
length of the ponding area, which consists of a
surface organic layer and/or ground cover and the
underlying planting soil. The ponding area is
graded, its center depressed. Water is ponded to a
depth of 15 centimeters (6 inches) and gradually
infiltrates the bioretention area or is
EVAPO-TRANSPI RATION
PAVING
Source: PGDER, 1993.
FIGURE 1 BIORETENTION AREA
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evapotranspired. The bioretention area is graded to
divert excess runoff away from itself. Stored water
in the bioretention area planting soil exfiltrates over
a period of days into the underlying soils.
The basic bioretention design shown in Figure 1
can be modified to accommodate more specific
needs. The City of Alexandria, VA, has modified
the bioretention BMP design to include an
underdrain within the sand bed to collect the
infiltrated water and discharge it to a downstream
sewer system. This modification was required
because impervious subsoils and marine clays
prevented complete infiltration in the soil system.
This modified design makes the bioretention area
act more as a filter that discharges treated water
than as an infiltration device. Design modifications
are also being reviewed that will potentially include
both aerobic and anaerobic zones in the treatment
area. The anaerobic zone will promote
denitrifi cation.
APPLICABILITY
Bioretention typically treats storm water that has
run over impervious surfaces at commercial,
residential, and industrial areas. For example,
bioretention is an ideal storm water management
BMP for median strips, parking lot islands, and
swales. These areas can be designed or modified so
that runoff is either diverted directly into the
bioretention area or conveyed into the bioretention
area by a curb and gutter collection system.
Bioretention is usually best used upland from inlets
that receive sheet flow from graded areas and at
areas that will be excavated. The site must be
graded in a manner that minimizes erosive
conditions as sheet flow is conveyed to the
treatment area, maximizing treatment effectiveness.
Construction of bioretention areas is best suited to
sites where grading or excavation will occur in any
case so that the bioretention area can be readily
incorporated into the site plan without further
environmental damage. Bioretention should be used
in stabilized drainage areas to minimize sediment
loading in the treatment area. As with all BMPs, a
maintenance plan must be developed.
Bioretention has been used as a storm water BMP
since 1992. In addition to Prince George's County
and Alexandria, bioretention has been used
successfully at urban and suburban areas in
Montgomery County, MD; Baltimore County, MD;
Chesterfield County, VA; Prince William County,
VA; Smith Mountain Lake State Park, VA; and
Cary, NC.
ADVANTAGES AND DISADVANTAGES
Bioretention is not an appropriate BMP at locations
where the water table is within 1.8 meters (6 feet)
of the ground surface and where the surrounding
soil stratum is unstable. In cold climates the soil
may freeze, preventing runoff from infiltrating into
the planting soil. The BMP is also not
recommended for areas with slopes greater than 20
percent, or where mature tree removal would be
required. Clogging may be a problem, particularly
if the BMP receives runoff with high sediment
loads.
Bioretention provides storm water treatment that
enhances the quality of downstream water bodies.
Runoff is temporarily stored in the BMP and
released over a period of four days to the receiving
water. The BMP is also able to provide shade and
wind breaks, absorb noise, and improve an area's
landscape.
DESIGN CRITERIA
Design details have been specified by the Prince
George's County DER in a document entitled
Design Manual for the Use of Bioretention in Storm
Water Management (PGDER, 1993). The
specifications were developed after extensive
research on soil adsorption capacities and rates,
water balance, plant pollutant removal potential,
plant adsorption capacities and rates, and
maintenance requirements. A case study was
performed using the specifications at three
commercial sites and one residential site in Prince
George's County, Maryland.
Each of the components of the bioretention area is
designed to perform a specific function. The grass
buffer strip reduces incoming runoff velocity and
filters particulates from the runoff. The sand bed
also reduces the velocity, filters particulates, and
spreads flow over the length of the bioretention
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area. Aeration and drainage of the planting soil are
provided by the 0.5 meter (18 inch) deep sand bed.
The ponding area provides a temporary storage
location for runoff prior to its evaporation or
infiltration. Some particulates not filtered out by
the grass filter strip or the sand bed settle within the
ponding area.
The organic or mulch layer also filters pollutants
and provides an environment conducive to the
growth of microorganisms, which degrade
petroleum-based products and other organic
material. This layer acts in a similar way to the leaf
litter in a forest and prevents the erosion and drying
of underlying soils. Planted ground cover reduces
the potential for erosion as well, slightly more
effectively than mulch. The maximum sheet flow
velocity prior to erosive conditions is 0.3 meters per
second (1 foot per second) for planted ground cover
and 0.9 meters per second (3 feet per second) for
mulch.
The clay in the planting soil provides adsorption
sites for hydrocarbons, heavy metals, nutrients and
other pollutants. Storm water storage is also
provided by the voids in the planting soil. The
stored water and nutrients in the water and soil are
then available to the plants for uptake.
The layout of the bioretention area is determined
after site constraints such as location of utilities,
underlying soils, existing vegetation, and drainage
are considered. Sites with loamy sand soils are
especially appropriate for bioretention because the
excavated soil can be backfilled and used as the
planting soil, thus eliminating the cost of importing
planting soil. An unstable surrounding soil stratum
(e.g., Marlboro Clay) and soils with a clay content
greater than 25 percent may preclude the use of
bioretention, as would a site with slopes greater
than 20 percent or a site with mature trees that
would be removed during construction of the BMP.
Bioretention can be designed to be off-line or
on-line of the existing drainage system. The "first
flush" of runoff is diverted to the off-line system.
The first flush of runoff is the initial runoff volume
that typically contains higher pollutant
concentrations than those in the extended runoff
period. On-line systems capture the first flush but
that volume of water will likely be washed out by
subsequent runoff resulting in a release of the
captured pollutants. The size of the drainage area
for one bioretention area should be between 0.1 and
0.4 hectares (0.25 and 1.0 acres). Multiple
bioretention areas may be required for larger
drainage areas. The maximum drainage area for
one bioretention area is determined by the amount
of sheet flow generated by a 10-year storm. Flows
greater than 141 liters per second (5 cubic feet per
second) may potentially erode stabilized areas. In
Maryland, such a flow generally occurs with a
10-year storm at one-acre commercial or residential
sites. The designer should determine the potential
for erosive conditions at the site.
The size of the bioretention area is a function of the
drainage area and the runoff generated from the
area. The size should be 5 to 7 percent of the
drainage area multiplied by the rational method
runoff coefficient, "c," determined for the site. The
5 percent specification applies to a bioretention area
that includes a sand bed; 7 percent to an area
without one. An example of sizing a facility is
shown in Figure 2. For this discussion, sizing
specifications are based on 1.3 to 1.8 centimeters
(0.5 to 0.7 inches) of precipitation over a 6-hour
period (the mean storm event for the
Baltimore-Washington area), infiltrating into the
bioretention area. Other areas with different mean
storm events will need to account for the difference
in the design of the BMP. Recommended
minimum dimensions of the bioretention area are
4.6 meters (15 feet) wide by 12.2 meters (40 feet) in
length. The minimum width allows enough space
for a dense, randomly-distributed area of trees and
shrubs to become established that replicates a
natural forest and creates a microclimate. This
enables the bioretention area to tolerate the effects
of heat stress, acid rain, runoff pollutants, and insect
and disease infestations which landscaped areas in
urban settings typically are unable to tolerate. The
preferred width is 7.6 meters (25 feet), with a length
of twice the width. Any facilities wider than 6.1
meters (20 feet) should be twice as long as they are
wide. This length requirement promotes the
distribution of flow and decreases the chances of
concentrated flow.
The maximum recommended ponding depth of the
bioretention area is 15 centimeters (6 inches). This
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Bioretentio
Area Locatio
BIORETENTION AREA
SIZING COMPUTATION
PAVEMENT
GRASS
B OTENT ON AREA S ZE
1. With Sand Bed (5% Sum of C x Area)
= 05 x 23,900 = 1,195 OR SAY 1.200 sq.ft.
2. Without Sand Bed (7% Sum of C x Area)
= 07 x 23,900 = 1,1673 OR SAY 1.700 so. ft.
SEE CHAPTER IV. PRINCE GEORGES COUNTYSTORMWATER MANAGEMENT MANUAL
Source: PGDER, 1993.
FIGURE 2 BIORETENTION AREA SIZING
depth provides for adequate storage and prevents
water from standing for excessive periods of time.
Because of some plants' water intolerance, water
left to stand for longer than four days restricts the
type of plants that can be used. Further, mosquitoes
and other insects may start to breed if water is
standing for longer than four days.
The appropriate planting soil should be backfilled
into the excavated bioretention area. Planting soils
should be sandy loam, loamy sand, or loam texture
with a clay content ranging from 10 to 25 percent.
The soil should have infiltration rates greater than
1.25 centimeters (0.5 inches) per hour, which is
typical of sandy loams, loamy sands, or loams. Silt
loams and clay loams generally have rates of less
than 0.68 centimeters (0.27 inches) per hour. The
pH of the soil should be between 5.5 and 6.5.
Within this pH range, pollutants (e.g., organic
nitrogen and phosphorus) can be adsorbed by the
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soil and microbial activity can flourish. Other
requirements for the planting soil are a 1.5 to 3
percent organic content and a maximum 500 ppm
concentration of soluble salts. In addition, criteria
for magnesium, phosphorus, and potassium are 39.2
kilograms per acre (35 pounds per acre), 112
kilograms per acre (100 pounds per acre), and 95.2
kilograms per acre (85 pounds per acre),
respectively. Soil tests should be performed for
every 382 cubic meters (500 cubic yards) of
planting soil, with the exception of pH and organic
content tests, which are required only once per
bioretention area.
Planting soil should be 10.1 centimeters (4 inches)
deeper than the bottom of the largest root ball and
1.2 meters (4 feet) altogether. This depth will
provide adequate soil for the plants' root systems to
become established and prevent plant damage due
to severe wind. A soil depth of 1.2 meters (4 feet)
also provides adequate moisture capacity. To
obtain the recommended depth, most sites will
require excavation. Planting soil depths of greater
than 1.2 meters (4 feet) may require additional
construction practices (e.g., shoring measures).
Planting soil should be placed in 18 inches or
greater lifts and lightly compacted until the desired
depth is reached. The bioretention area should be
vegetated to resemble a terrestrial forest community
ecosystem, which is dominated by understory trees
(high canopy trees may be destroyed during
maintenance) and has discrete soil zones as well as
a mature canopy and a distinct sub-canopy of
understory trees, a shrub layer, and herbaceous
ground covers. Three species each of both trees and
shrubs are recommended to be planted at a rate of
2500 trees and shrubs per hectare (1000 per acre).
For example, a 4.6 meter (15 foot) by 12.2 meter
(40 foot) bioretention area (55.75 square meters or
600 square feet) would require 14 trees and shrubs.
The shrub-to-tree ratio should be 2:1 to 3:1. On
average, the trees should be spaced 3.65 meters (12
feet) apart and the shrubs should be spaced 2.4
meters (8 feet) apart. In the metropolitan
Washington, D.C., area, trees and shrubs should be
planted from mid-March through the end of June or
from mid-September through mid-November.
Planting periods in other areas of the U.S. will vary.
Vegetation should be watered at the end of each day
for fourteen days following its planting.
Native species that are tolerant to pollutant loads
and varying wet and dry conditions should be used
in the bioretention area. These species can be
determined from several published sources,
including Native Trees, Shrubs, and Vines for
Urban and Rural America (Hightshoe, 1988). The
designer should assess aesthetics, site layout, and
maintenance requirements when selecting plant
species. Adjacent non-native invasive species
should be identified and the designer should take
measures (e.g., provide a soil breach) to eliminate
the threat of these species invading the bioretention
area. Regional landscaping manuals should be
consulted to ensure that the planting of the
bioretention area meets the landscaping
requirements established by the local authorities.
The optimal placement of vegetation within the
bioretention area should be evaluated by the
designers. Plants should be placed at irregular
intervals to replicate a natural forest. Shade and
shelter from the wind will be provided to the
bioretention area if the designer places the trees on
the perimeter of the area. Trees and shrubs can be
sheltered from damaging flows if they are placed
away from the path of the incoming runoff. Species
that are more tolerant to cold winds (e.g.,
evergreens) should be placed in windier areas of the
site.
After the trees and shrubs are placed, the ground
cover and/or mulch should be established. Ground
cover such as grasses or legumes can be planted
during the spring of the year. Mulch should be
placed immediately after trees and shrubs are
planted. Five to 7.6 cm (2 to 3 inches) of
commercially-available fine shredded hardwood
mulch or shredded hardwood chips should be
applied to the bioretention area to protect from
erosion. Mulch depths should be kept below 7.6
centimeters (3 inches) because more would interfere
with the cycling of carbon dioxide and oxygen
between the soil and the atmosphere. The mulch
should be aged for at least six months (one year is
optimal), and applied uniformly over the site.
PERFORMANCE
Bioretention removes storm water pollutants
through physical and biological processes,
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including adsorption, filtration, plant uptake,
microbial activity, decomposition, sedimentation
and volatilization. Adsorption is the process
whereby particulate pollutants attach to soil (e.g.,
clay) or vegetation surfaces. Adequate contact time
between the surface and pollutant must be provided
for in the design of the system for this removal
process to occur. Therefore, the infiltration rate of
the soils must not exceed those specified in the
design criteria or pollutant removal may decrease.
Pollutants removed by adsorption include metals,
phosphorus, and some hydrocarbons. Filtration
occurs as runoff passes through the bioretention
area media, such as the sand bed, ground cover and
planting soil. The media trap particulate matter and
allow water to pass through. The filtering
effectiveness of the bioretention area may decrease
over time. Common particulates removed from
storm water include particulate organic matter,
phosphorus, and suspended solids. Biological
processes that occur in wetlands result in pollutant
uptake by plants and microorganisms in the soil.
Plant growth is sustained by the uptake of nutrients
from the soils, with woody plants locking up these
nutrients through the seasons. Microbial activity
within the soil also contributes to the removal of
nitrogen and organic matter. Nitrogen is removed
by nitrifying and denitrifying bacteria, while aerobic
bacteria are responsible for the decomposition of
the organic matter (e.g., petroleum). Microbial
processes require oxygen and can result in depleted
oxygen levels if the bioretention area is not
adequately aerated.
Sedimentation occurs in the swale or ponding area
as the velocity slows and solids fall out of
suspension.
Volatilization also play s a role in pollutant removal.
Pollutants such as oils and hydrocarbons can be
removed from the wetland via evaporation or by
aerosol formation under windy conditions. The
removal effectiveness of bioretention has been
studied during field and laboratory studies
conducted by the University of Maryland (Davis et
al, 1998). During these experiments, synthetic
storm water runoff was pumped through several
laboratory and field bioretention areas to simulate
typical storm events in Prince George's County,
MD. Removal rates for heavy metals an nutrients
are shown in Table 1. As shown, the BMP
removed between 93 and 98 percent of metals,
between 68 and 80 percent of TKN and between 70
and 83 percent of total phosphorus. For all of the
pollutants analyzed, results of the laboratory study
were similar to those of field experiments.
Doubling or halving the influent pollutant levels
had little effect on the effluent pollutants levels
(Davis et al, 1998). For other parameters, results
from the performance studies for infiltration BMPs,
which are similar to bioretention, can be used to
estimate bioretention's performance. These
removal rates are also shown in Table 1. As shown,
the BMP could potentially achieve greater than 90
percent removal rates for total suspended solids,
organics, and bacteria. The microbial activity and
plant uptake occurring in the bioretention area will
likely result in higher removal rates than those
determined for infiltration BMPs.
TABLE 1 LABORATORY AND ESTIMATED
BIORETENTION
Pollutant
Total Phosphorus
Metals (Cu, Zn, Pb)
TKN
Total Suspended Solids
Organics
Bacteria
Removal Rate
70%-83% 1
93%-98% 1
68%-80% 1
90% 2
90% 2
90% 2
Source: 1Davis et al. (1998)
2PGDER(1993)
OPERATION AND MAINTENANCE
Recommended maintenance for a bioretention area
includes inspection and repair or replacement of the
treatment area components. Trees and shrubs
should be inspected twice per year to evaluate their
health and remove any dead or severely diseased
vegetation. Diseased vegetation should be treated
as necessary using preventative and low-toxic
measures to the extent possible. Pruning and
weeding may also be necessary to maintain the
treatment area's appearance. Mulch replacement is
recommended when erosion is evident or when the
site begins to look unattractive. Spot mulching may
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be adequate when there are random void areas;
however, once every two to three years the entire
area may require mulch replacement. This should
be done during the spring. The old mulch should be
removed before the new mulch is distributed. Old
mulch should be disposed of properly.
The application of an alkaline product, such as
limestone, is recommended one to two times per
year to counteract soil acidity resulting from
slightly acidic precipitation and runoff. Before the
limestone is applied, the soils and organic layer
should be tested to determine the pH and therefore
the quantity of limestone required. When levels of
pollutants reach toxic levels which impair plant
growth and the effectiveness of the BMP, soil
replacement may be required (PGDER, 1993).
COSTS
Construction cost estimates for a bioretention area
are slightly greater than those for the required
landscaping for a new development. Recently-
constructed 37.16 square meter (400 square foot)
bioretention areas in Prince George's County, MD
cost approximately $500. These units are rather
small and their cost is low. The cost estimate
includes the cost for excavating 0.6 to 1 meters (2
to 3 feet) and vegetating the site with 1 to 2 trees
and 3 to 5 shrubs. The estimate does not include
the cost for the planting soil, which increases the
cost for a bioretention area. Retrofitting a site
typically costs more, averaging $6,500 per
bioretention area. The higher costs are attributed to
the demolition of existing concrete, asphalt, and
existing structures and the replacement of fill
material with planting soil. The costs of retrofitting
a commercial site in Maryland (Kettering
Development) with 15 bioretention areas were
estimated at $111,600.
The use of bioretention can decrease the cost for
storm water conveyance systems at a site. A
medical office building in Maryland was able to
reduce the required amount of storm drain pipe
from 243.8 meters (800 feet) to 70.1 meters (230
feet) with the use of bioretention. The drainage
pipe costs were reduced by $24,000, or 50 percent
of the total drainage cost for the site (PGDER,
1993). Landscaping costs that would be required at
a development regardless of the installation of the
bioretention area should also be considered when
determining the net cost of the BMP.
The operation and maintenance costs for a
bioretention facility will be comparable to those of
typical landscaping required for a site. Costs
beyond the normal landscaping fees will include the
cost for testing the soils and may include costs for
a sand bed and planting soil.
REFERENCES
1. Bitter, S., and J. Keith Bowers, 1994.
Bioretention as a Water Quality Best
Management Practice. Watershed
Protection Techniques, Vol. l,No.3. Silver
Spring, MD.
2. Davis, A.P., Shokouhian, M., Sharma, H.,
and Minani, C., 1998. Optimization of
Bioretention Design for Water Quality and
Hydrologic Characteristics.
3. Hightshoe, G.L., 1988. Native Trees,
Shrubs, and Vines for Urban and Rural
America. Van Nostrand Reinhold, New
York, New York.
4. Prince George's County Department of
Environmental Resources (PGDER), 1993.
Design Manual for Use of Bioretention in
Storm water Management. Division of
Environmental Management, Watershed
Protection Branch. Landover, MD.
5. Prince George's County Department of
Environmental Resources (PGDER), 1997.
Bioretention Monitoring: Preliminary Data
Analysis. Division of Environmental
Management, Watershed Protection Branch.
Landover, MD.
6. Reed, P.B., Jr, 1988. National List of
Species That Occur in Wetlands:
Northeast. United States Fish and Wildlife
Service, St. Petersburg, Florida.
7. Schueler, T.R., 1987. Controlling Urban
Runoff: A Practical Manual for Planning
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and Designing Urban Best
Management Practices.
Metropolitan Washington Council
of Governments.
8. Schueler, T.R., 1992. A Current
Assessment of Urban Best Management
Practices. Metropolitan Washington
Council of Governments.
ADDITIONAL INFORMATION
The City of Alexandria, Virginia
Warren Bell
Department of Transportation and Environmental
Services
P.O.Box 178, City Hall
Alexandria, VA 22313
The Town of Gary, North Carolina
Tom Horstman
Department of Development Review
P.O. Box 8005
Cary,NC 27513
Center for Watershed Protection
Tom Schueler
8391 Main St.
Ellicott City, MD 21043
Northern Virginia Planning District Commission
David Bulova
7535 Little River Turnpike, Suite 100
Annandale, VA 22003
Prince Georges County, Maryland
Larry Coffman
Department of Environmental Resources For more information contact:
9400 Peppercorn Place
Largo, MD 20774 Municipal Technology Branch
U.S. EPA
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Environmental Protection Agency.
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