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<font size=3>[[File:Example of silt fence.jpg|thumb|150px|alt=photo illustrating a silt fence|Photo illustrating a Silt Fence]]</font size> | <font size=3>[[File:Example of silt fence.jpg|thumb|150px|alt=photo illustrating a silt fence|Photo illustrating a Silt Fence]]</font size> | ||
*Silt Fence | *Silt Fence | ||
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<font size=3>[[File:Example of road construction entrance 1.jpg|thumb|150px|alt=photo illustrating a Rock Construction Entrance|Photo illustrating a Rock Construction Entrance]]</font size> | <font size=3>[[File:Example of road construction entrance 1.jpg|thumb|150px|alt=photo illustrating a Rock Construction Entrance|Photo illustrating a Rock Construction Entrance]]</font size> | ||
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<font size=3>[[File:Example of grade breaks.jpg|thumb|150px|alt=photo illustrating Grade Breaks|Photo illustrating a Rock Construction Entrance]]</font size> | <font size=3>[[File:Example of grade breaks.jpg|thumb|150px|alt=photo illustrating Grade Breaks|Photo illustrating a Rock Construction Entrance]]</font size> | ||
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* Grade Breaks | * Grade Breaks | ||
** Areas to Use | ** Areas to Use | ||
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<font size=3>[[File:Example of erosion control blanket.jpg|thumb|150px|alt=photo illustrating Grade Breaks|Photo illustrating an Erosion Control Blanket]]</font size> | <font size=3>[[File:Example of erosion control blanket.jpg|thumb|150px|alt=photo illustrating Grade Breaks|Photo illustrating an Erosion Control Blanket]]</font size> | ||
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* Erosion Control Blanket | * Erosion Control Blanket | ||
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* Mulch | * Mulch | ||
** Areas to Use | ** Areas to Use | ||
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<font size=3>[[File:Erosion hydraulic mulch spraying.jpg|thumb|150px|alt=photo illustrating Hydraulic Mulch|Photo illustrating Mulch]]</font size> | <font size=3>[[File:Erosion hydraulic mulch spraying.jpg|thumb|150px|alt=photo illustrating Hydraulic Mulch|Photo illustrating Mulch]]</font size> | ||
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* Hydraulic Mulch | * Hydraulic Mulch | ||
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− | + | <font size=3>[[File:Example of temporary down drain.jpg|thumb|150px|alt=photo illustrating Temporary Pipe Downdrains|Photo illustrating Mulch]]</font size> | |
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− | + | * Temporary Pipe Downdrains | |
+ | ** Areas to Use | ||
+ | *** Erosion Protection | ||
+ | *** Slopes | ||
+ | ** Method | ||
+ | *** A temporary pipe downdrain conveys runoff down slopes in a pipe so that runoff will not cause erosion. Pipe downdrains are installed where concentrated flow would drain onto a disturbed slope | ||
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+ | <font size=3>[[File:Example of floatation silt curtain.jpg|thumb|150px|alt=photo illustrating Temporary Pipe Downdrains|Photo illustrating Floatation Silt Curtain]]</font size> | ||
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+ | * Floatation Silt Curtain | ||
+ | ** Areas to Use | ||
+ | *** Sediment Control | ||
+ | *** Other | ||
+ | **** Lakes, Wetlands, Streams | ||
+ | ** Method | ||
+ | *** Floatation silt curtain is fabric fence installed in water bodies to contain sediment near the banks of the work area. Must be used in conjunction with other sediment control techniques | ||
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+ | <font size=3>[[File:Example of rock bags.jpg|thumb|150px|alt=photo illustrating Temporary Pipe Downdrains|Photo illustrating Rock or Compost Bags]]</font size> | ||
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+ | * Rock or Compost Bags | ||
+ | ** Areas to Use | ||
+ | *** Sediment Control | ||
+ | *** Slopes | ||
+ | *** Other | ||
+ | **** Drainage System Inlets | ||
+ | ** Method | ||
+ | *** Rock and compost bags are filled bags that are used to filter water, control ditch grade, or to provide inlet protection | ||
− | + | <font size=3>[[File:Example of rock check dam.jpg|thumb|150px|alt=photo illustrating Temporary Pipe Downdrains|Photo illustrating Rock Check Dam]]</font size> | |
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− | + | * Rock Check Dam | |
− | + | ** Areas to Use | |
− | + | *** Sediment Control | |
− | + | *** Drainageways | |
− | + | ** Method | |
− | + | *** Rock and compost bags are filled bags that are used to filter water, control ditch grade, or to provide inlet protection | |
− | + | ||
+ | |||
+ | |||
+ | <font size=3>[[File:Example of rip rap.jpg|thumb|150px|alt=photo illustrating Riprap|Photo illustrating Rock Check Dam]]</font size> | ||
+ | |||
+ | |||
+ | |||
+ | * Riprap | ||
+ | ** Areas to Use | ||
+ | *** Erosion Protection | ||
+ | *** Other | ||
+ | **** Drainage System Inlets | ||
+ | ** Method | ||
+ | *** Riprap is appropriately sized rocks that reduce the energy of fast moving flows. Riprap is used along channels and at outfalls | ||
+ | |||
+ | |||
+ | <font size=3>[[File:Site with temporary sediment control 1.jpg|thumb|150px|alt=photo illustrating a Temporary Sedimentation Basin|Photo illustrating Rock Check Dam]]</font size> | ||
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+ | |||
+ | |||
+ | |||
+ | * Temporary Sedimentation Basin | ||
+ | ** Areas to Use | ||
+ | *** Sediment Control | ||
+ | *** Other | ||
+ | **** Throughout Site | ||
+ | ** Method | ||
+ | *** Temporary sedimentation basins are depressions that capture runoff to slow the flow of water and allow sediment to settle out | ||
+ | |||
+ | |||
+ | <font size=3>[[File:Example of filter bag.jpg|thumb|150px|alt=photo illustrating a Temporary Sedimentation Basin|Photo illustrating Filter Bag]]</font size> | ||
+ | |||
+ | |||
+ | |||
+ | * Filter Bag | ||
+ | ** Areas to Use | ||
+ | *** Sediment Control | ||
+ | *** Other | ||
+ | **** Drainage System Inlets | ||
+ | ** Method | ||
+ | *** Filter bags are mesh bags that capture sediment but allow water to pass through. Filter bags are installed in storm drain inlets. | ||
Temporary construction erosion and sediment control is the practice of preventing or reducing the movement of sediment from a site during construction through the implementation of man-made structures, land management techniques, or natural processes. Note that this Fact Sheet does not contain detail on the use of specific BMPs. Because there are many good resources on erosion and sediment control, this Fact Sheet merely discusses their use and refers the reader to other useful resources for detail.
Temporary construction erosion and sediment control limits the amount of sediment that is carried into lakes, streams and rivers by storm water runoff. Sediment carries nutrients and pollutants that degrade water resources and harm aquatic wildlife. Proper planning of construction site activities greatly reduces the impact of soil disturbance activities on nearby resources and diminishes the need for costly restorations. A construction plan that limits sediment disturbance in potential problem areas and uses effective temporary sediment control practices will lessen negative impacts to local water resources and natural areas.
To establish a construction plan that will minimize sediment movement, designers will need information on existing site conditions and neighboring resources that require special consideration including water bodies, natural areas, bluffs and other highly erodible or sensitive areas. Construction activities should be designed in a manner that minimizes overall soil disturbance and phases areas of disturbance such that the amount of land disturbed at any one time is reduced. This type of planning will limit the need for larger structural sediment control solutions. Additionally, the designer should determine which local, state, and federal agencies require permits for the type of work planned. The site plan will need to account for the requirements of all agencies issuing permits.
Projects disturbing one acre or more of land or part of a common area that is disturbed will require a National Pollutant Discharge Elimination System (NPDES) Construction Stormwater Permit from the Minnesota Pollution Control Agency. The size threshold can be smaller if the site is a part of a “common plan of development or sale” and if the larger common plan will ultimately disturb more than one acre (see NPDES Construction General Permit). The permit requires the establishment of a Stormwater Pollution Prevention Plan (SWPPP) for the construction site.
Other Minnesota agencies requiring permits typically might include watersheds, municipalities, and soil and water conservation districts.
The practices included in the site plan and SWPPP will need to control runoff, stabilize slopes and exposed soils, and limit the movement of soils into drainage systems and natural areas. A key factor in accomplishing these goals is the sequencing of construction activities such that the minimum possible area is disturbed at any one time. Initial site work should include establishing protective buffer zones adjacent to onsite resources that require protection and setting up perimeter sediment controls.
During the course of construction, a variety of erosion prevention and sediment control practices may be necessary in order to stabilize slopes and drainageways, protect inlets to the storm water conveyance system, limit gully formation, and capture sediment. Table 12.CONST.1 summarizes some of the most common temporary erosion and sediment control practices, the on-site areas to use the practices, and the method of use for each of the practices. Table 12.CONST.2 indicates NPDES requirements and the temporary sediment control practices that can be used to fulfill these requirements. Temporary seeding is not erosion protection or sediment control until vegetation is established or until the area is protected with an erosion control blanket. Projects that are actively under construction in winter/frozen months should include additional inspection and clean-up activities. Temporary sediment basins should be sized to include extra storage for snowmelt, as discussed in Chapter 9.
A final key element to ensure effectiveness of the erosion and sediment control plan is the implementation of an inspection and maintenance program. Frequent inspection and maintenance activities ensure that the installed temporary sediment control practices are operating effectively throughout the course of the project.
NPDES General Construction Storm water Permit Requirement *
* Not recommended for a