This is an old revision of the document!
Table of Contents
Erosion Control
Erosion occurs when soil particles are detached from the land surface and carried down slope by moving water. Figure 1 illustrates how this process commonly occurs. First, a raindrop’s velocity increases as it approaches the soil surface. This velocity, plus the drop’s weight, provides sufficient energy at impact to detach soil particles. Once detached, upslope soil particles are carried by runoff until the flow spreads out, the gradient decreases and energy dissipates. As the flow loses the energy needed to suspend particles, it deposits the particles as sediment.
Dane County construction sites are highly susceptible to erosion for several reasons. First, soil is easily detached from the land surface because vegetation and the surface layer of organic soil are stripped. Second, heavy machinery compacts the soil causing it to lose infiltration capacity, which increases the volume of water that becomes runoff and the potential to wash soil downhill. Third, since there is no vegetation to spread runoff into sheet flow, it is more likely to concentrate and cause gully erosion. Fourth, Dane County soils are comprised of large amounts of silt, which is easily detached from the other soil particles.
There are a variety of strategies for minimizing soil loss from construction sites. These include preventing soil detachment, diverting runoff around disturbed areas, and trapping sediment carried by runoff before it leaves the site. The most important strategy for controlling construction site erosion is preventing soil particle detachment through soil stabilization. Vegetation should be re-established as soon as possible after land is disturbed. In the meantime, other erosion control practices, such as polymer application, Erosion Matting, and Mulching must be in place. A second line of defense is to prevent runoff from contacting detached soil particles by diverting runoff around disturbed areas. Diversions minimize the opportunity for runoff to entrain detached soil particles and carry them offsite. Finally, when soil particles are detached and carried by runoff, practices that slow and/or trap sediment must be installed to prevent suspended sediment from leaving the site and entering water bodies.
Performance Standards
To minimize erosion from construction sites and protect the county’s lakes and streams from sediment pollution, it's required that plans for all construction sites include practices that meet the standards in the table below.
Standard Name | Performance Requirement | Purpose | Applicability |
---|---|---|---|
Sheet and Rill Erosion | Limit cumulative sediment deposition to 5 tons/acre/year | Minimize soil loss and prevent water quality and aquatic habitat degradation | All sites requiring an erosion control plan |
Gully and Streambank Erosion | Prevent gully and streambank erosion | Minimize soil loss and prevent water quality and aquatic habitat degradation | All sites requiring an erosion control plan |
Stable Outlet | Provide stable outlet capable of carrying design flows at a non-erosive velocity | Prevent downstream erosion | All sites requiring an erosion control plan |
In order to assist in meeting the standards and requirement set forth by the ordinance, Tables 1 and 2 list non-structural and structural practices that could be used to achieve the performance standards. The table briefly describes where practices should be used along with maintenance requirements, environmental concerns and any special considerations for the practices.
Erosion Control Practices
Table 1: Non-structural practices
Non-Structural Practices | Applicable Standard | Site Applicability | Maintenance Requirement | Environmental Concerns | Special Consideration |
---|---|---|---|---|---|
'Construction Scheduling ' | Sheet and Rill Erosion | Widely Applicable | Low | None | Can greatly reduce erosion from a site |
'Deep Tilling ' | Sheet and Rill Erosion | Widely applicable on sites where heavy grading has occurred | Very Low | None | Should be timed after grading has occurred; Buried Utilities |
'Mulching ' | Sheet and Rill Erosion | Widely Applicable | Moderate | Limited effectiveness on steep slopes depending on the type of mulch | Must be reapplied/replaced frequently and crimped |
'Polymer and Other Additives ' | Sheet and Rill Erosion | Applicable on sites that are not actively being graded | Moderate | Risk of adverse impacts if over applied | Must be re-applied if site is disturbed after initial application |
'Seeding ' | Sheet and Rill Erosion | Widely Applicable | Moderate; Low once established | Possible erosion during establishment; fertilizer runoff | Must match seed mix with the time of year and site conditions; Requires > 3“ of topsoil |
'Sod ' | Sheet and Rill Erosion | Widely Applicable | Low after establishment | Fertilizer runoff, Overwatering | May need to be staked on steep slopes & channels; Proper selection of species; Requires > 3” of prepared topsoil |
'Surface Roughening ' | Sheet and Rill Erosion | Widely Applicable | Moderate | Erosion may increase if not done on the contour of the slope | Need a specially selected tracked or wheeled vehicle |
Table 2: Structural practices
Non-Structural Practices | Applicable Standard | Site Applicability | Maintenance Requirement | Environmental Concerns | Special Consideration |
---|---|---|---|---|---|
Vegetated Buffer Strip | Sheet and Rill Erosion | Applicable when already installed | Low | None | Sufficient/suitable land area; Must be used in conjunction with other practices |
'Permanent Diversion ' | Sheet and Rill Erosion | Widely Applicable | Moderate | Possible erosion of diversion structure if diverted runoff carries a large sediment load | Must be carefully designed to prevent property damage |
'Temporary Diversion ' | Sheet and Rill Erosion | Widely Applicable | Moderate | Possible erosion of diversion structure if diverted runoff carries a large sediment load | May need frequent repair/replacement; Channel must be stabilized on slopes with a grade of >2% |
'Erosion Matting ' | Sheet and Rill Erosion | Widely applicable on low to moderate slopes | Low | Limited effectiveness on steep slopes | Proper installation |
'Gabion ' | Sheet and Rill Erosion; Gully Erosion | Applicable to vegetated ditches and swales | Low | Does not remove smaller suspended particles | Usually used in conjunction with other practices |
'Sediment Basin ' | Sheet and Rill Erosion | Applicable on sites with a drainage area of <100 acres | Low | Maximum sediment removal capacity of 60-80%; Does not remove fine silts and clays | May need frequent repair/replacement; Sufficient/ suitable land area; Proper design and construction |
'Sediment Trap ' | Sheet and Rill Erosion | Applicable on sites with a drainage area of <5 acres | Low | Maximum sediment removal capacity of 60-80%; Does not remove fine silts and clays | May need frequent repair/replacement; Sufficient/ suitable land area; Proper design and construction |
'Silt Fence and Silt Sock ' | Sheet and Rill Erosion | Widely Applicable | High | Sediment transport; High rates of failure if not properly installed and maintained; Disposal | Longevity, proper installation |
'Slope Drain ' | Sheet and Rill Erosion; Gully Erosion | Applicable on sites that are vulnerable to convey runoff downslope | Moderate | Possible erosion around inlet & outlet | Pipe size |
'Stone Check Dam ' | Sheet and Rill Erosion; Gully Erosion | Applicable to vegetated ditches and swales, Drainage areas <2 acres | Low to Moderate | Does not remove smaller suspended solids | |
'Stone Tracking Pad ' | Sheet and Rill Erosion | Widely Applicable | Low to High | None | Cost effective; Must use >3“ clear stone |
'Stone Weeper ' | Sheet and Rill Erosion; Gully Erosion | Applicable to vegetated ditches and swales, Drainage areas <2 acres | Low to Moderate | Does not remove smaller suspended particles | |
'Inlet Protection ' | Sheet and Rill Erosion | Widely Applicable | Moderate to High | Ineffective for large storm events; Limited effectiveness with large sediment loads | May need frequent cleaned/replacement; used in conjunction with other practices |