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Low Impact Development Manual for Michigan - OSEH - University ...

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Description and Function<br />

Filter strips (Figure 7.48) are gently sloping areas that<br />

combine a grass strip and dense vegetation to filter, slow,<br />

and infiltrate sheet flowing stormwater. Filter strips are<br />

best used to treat runoff from roads and highways, roof<br />

downspouts, small parking lots, and other impervious<br />

surfaces. They are generally not recommended as<br />

stand-alone features, but as pretreatment systems <strong>for</strong><br />

other BMPs, such as infiltration trenches or bioretention<br />

areas. There<strong>for</strong>e, filter strips generally should be<br />

combined with other BMPs as part of a treatment train<br />

so that water quality and quantity benefits are sufficient<br />

to meet recommended site design criteria.<br />

Maintaining a dense growth pattern that includes turf<strong>for</strong>ming<br />

grasses and vegetation on a filter strip is critical<br />

<strong>for</strong> maximizing pollutant removal efficiency and erosion<br />

prevention.<br />

The grass portion of the filter strip provides a pretreatment<br />

of the stormwater be<strong>for</strong>e it reaches the densely vegetated,<br />

or wooded area. In addition, a stone drop can be located<br />

at the edge of the impervious surface to prevent sediment<br />

from depositing at this critical entry point.<br />

In addition to a stone drop, a pervious berm can reduce<br />

runoff velocity and increase volume reduction by<br />

providing a temporary, shallow ponded area <strong>for</strong> the<br />

runoff. The berm should have a height of not more than<br />

six to 12 inches and be constructed of sand, gravel, and<br />

sandy loam to encourage growth of a vegetative cover.<br />

Figure 7.48<br />

Diagram showing elements of a vegetated filter strip<br />

150<br />

An outlet pipe(s) or an overflow weir may be provided<br />

and sized to ensure that the area drains within 24 hours<br />

or to allow larger storm events to pass. The berm must<br />

be erosion resistant under the full range of storm events.<br />

Likewise, the ponded area should be planted with vegetation<br />

that is resistant to frequent inundation.<br />

Filter strips are primarily designed to reduce total<br />

suspended solids (TSS) levels. However, pollutants<br />

such as hydrocarbons, heavy metals, and nutrients may<br />

also be reduced. Pollutant removal mechanisms include<br />

sedimentation, filtration, absorption, infiltration, biological<br />

uptake, and microbial activity. Depending on soil<br />

properties, vegetative cover type, slope, and length of<br />

the filter strip, a reduction in runoff volume may also be<br />

achieved by infiltration.<br />

Applications<br />

Vegetated filter strips can be used in a wide variety of<br />

applications from residential/commercial developments<br />

to industrial sites and even transportation projects where<br />

the required space is available. Lack of available space<br />

limits use in ultra urban areas and some redevelopment<br />

projects.<br />

Design Considerations<br />

1. The design of vegetated filter strips is determined<br />

by existing drainage area conditions including<br />

drainage area size, length, and slope. In addition,<br />

the filter strip soil group, proposed cover type, and<br />

LID <strong>Manual</strong> <strong>for</strong> <strong>Michigan</strong> – Chapter 7 Page 291

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