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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.

Conceptual model of erosion

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 NamePerformance RequirementPurposeApplicability
Sheet and Rill ErosionLimit cumulative sediment deposition to 5 tons/acre/yearMinimize soil loss and prevent water quality and aquatic habitat degradationAll sites requiring an erosion control plan
Gully and Streambank ErosionPrevent gully and streambank erosionMinimize soil loss and prevent water quality and aquatic habitat degradationAll sites requiring an erosion control plan
Stable OutletProvide stable outlet capable of carrying design flows at a non-erosive velocityPrevent downstream erosionAll 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.

Table 1: Non-structural erosion control practices (adapted from Massachusetts Stormwater Technical Handbook, 1997)

Non-Structural PracticesApplicable StandardSite ApplicabilityMaintenance RequirementEnvironmental ConcernsSpecial Consideration
'Construction Scheduling'Sheet and Rill ErosionWidely ApplicableLowNoneCan greatly reduce erosion from a site
'Deep Tilling'Sheet and Rill ErosionWidely applicable on sites where heavy grading has occurredVery LowNoneShould be timed after grading has occurred; Buried Utilities
'Mulching'Sheet and Rill ErosionWidely ApplicableModerateLimited effectiveness on steep slopes depending on the type of mulchMust be reapplied/replaced frequently and crimped
'Polymer and Other Additives'Sheet and Rill ErosionApplicable on sites that are not actively being gradedModerateRisk of adverse impacts if over appliedMust be re-applied if site is disturbed after initial application
'Seeding'Sheet and Rill ErosionWidely ApplicableModerate; Low once establishedPossible erosion during establishment; fertilizer runoffMust match seed mix with the time of year and site conditions; Requires > 3“ of topsoil
'Sod'Sheet and Rill ErosionWidely ApplicableLow after establishmentFertilizer runoff, OverwateringMay need to be staked on steep slopes & channels; Proper selection of species; Requires > 3” of prepared topsoil
'Surface Roughening'Sheet and Rill ErosionWidely ApplicableModerateErosion may increase if not done on the contour of the slopeNeed a specially selected tracked or wheeled vehicle

Table 2: Structural erosion control practices (adapted from Massachusetts Stormwater Technical Handbook, 1997)

Non-Structural PracticesApplicable StandardSite ApplicabilityMaintenance RequirementEnvironmental ConcernsSpecial Consideration
Vegetated Buffer StripSheet and Rill ErosionApplicable when already installedLowNoneSufficient/suitable land area; Must be used in conjunction with other practices
'Permanent Diversion'Sheet and Rill ErosionWidely ApplicableModeratePossible 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 ErosionWidely ApplicableModeratePossible erosion of diversion structure if diverted runoff carries a large sediment loadMay need frequent repair/replacement; Channel must be stabilized on slopes with a grade of >2%
'Erosion Matting'Sheet and Rill ErosionWidely applicable on low to moderate slopesLowLimited effectiveness on steep slopesProper installation
'Gabion'Sheet and Rill Erosion; Gully ErosionApplicable to vegetated ditches and swalesLowDoes not remove smaller suspended particlesUsually used in conjunction with other practices
'Sediment Basin'Sheet and Rill ErosionApplicable on sites with a drainage area of <100 acresLowMaximum sediment removal capacity of 60-80%; Does not remove fine silts and claysMay need frequent repair/replacement; Sufficient/ suitable land area; Proper design and construction
'Sediment Trap'Sheet and Rill ErosionApplicable on sites with a drainage area of <5 acresLowMaximum sediment removal capacity of 60-80%; Does not remove fine silts and claysMay need frequent repair/replacement; Sufficient/ suitable land area; Proper design and construction
'Silt Fence and Silt Sock'Sheet and Rill ErosionWidely ApplicableHighSediment transport; High rates of failure if not properly installed and maintained; DisposalLongevity, proper installation
'Slope Drain'Sheet and Rill Erosion; Gully ErosionApplicable on sites that are vulnerable to convey runoff downslopeModeratePossible erosion around inlet & outletPipe size
'Stone Check Dam'Sheet and Rill Erosion; Gully ErosionApplicable to vegetated ditches and swales, Drainage areas <2 acres Low to ModerateDoes not remove smaller suspended solids
'Stone Tracking Pad'Sheet and Rill ErosionWidely ApplicableLow to HighNoneCost effective; Must use >3“ clear stone
'Stone Weeper'Sheet and Rill Erosion; Gully ErosionApplicable to vegetated ditches and swales, Drainage areas <2 acresLow to ModerateDoes not remove smaller suspended particles
'Inlet Protection'Sheet and Rill ErosionWidely ApplicableModerate to HighIneffective for large storm events; Limited effectiveness with large sediment loads May need frequent cleaned/replacement; used in conjunction with other practices

The 5 Tons/Acre/Year Standard

Calculating Soil Loss and Sediment Discharge From Construction Sites

Gully and Streambank Erosion

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