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<font size=3>[[File:Site with temporary sediment control 1.jpg|thumb|300px|alt=photo showing a construction site with sediment control practices|Example of a construction site with sediment control practices]]</font size> | <font size=3>[[File:Site with temporary sediment control 1.jpg|thumb|300px|alt=photo showing a construction site with sediment control practices|Example of a construction site with sediment control practices]]</font size> | ||
− | =='''Sequencing | + | =='''Sequencing activities'''== |
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. | 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. | ||
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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. Several practices can be used as temporary erosion and sediment control practices and these can be used to meet NPDES requirements (see [[Temporary construction erosion and sediment control#Overview of temporary sediment control practices|temporary construction erosion and sediment control]]). 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 [[Cold climate impact on runoff management|snowmelt]]. | 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. Several practices can be used as temporary erosion and sediment control practices and these can be used to meet NPDES requirements (see [[Temporary construction erosion and sediment control#Overview of temporary sediment control practices|temporary construction erosion and sediment control]]). 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 [[Cold climate impact on runoff management|snowmelt]]. | ||
− | =='''Inspection and | + | =='''Inspection and maintenance'''== |
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. | 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. | ||
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− | <font size=3>[[File:Example of silt fence.jpg|thumb| | + | <font size=3>[[File:Example of silt fence.jpg|thumb|200px|alt=photo illustrating a silt fence|Photo illustrating a Silt Fence]]</font size> |
*'''Silt Fence''' | *'''Silt Fence''' | ||
**Uses: sediment control | **Uses: sediment control | ||
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− | <font size=3>[[File:Example of fiber log.jpg|thumb| | + | <font size=3>[[File:Example of fiber log.jpg|thumb|200px|alt=photo illustrating a silt fence|Photo illustrating a Fiber Log]]</font size> |
* '''Fiber Log''' | * '''Fiber Log''' | ||
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− | <font size=3>[[File:Example of road construction entrance 1.jpg|thumb| | + | <font size=3>[[File:Example of road construction entrance 1.jpg|thumb|200px|alt=photo illustrating a Rock Construction Entrance|Photo illustrating a Rock Construction Entrance]]</font size> |
* '''Rock Construction Entrance''' | * '''Rock Construction Entrance''' | ||
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***Vehicle tracking of sediment must be minimized. | ***Vehicle tracking of sediment must be minimized. | ||
− | <font size=3>[[File:Example of grade breaks.jpg|thumb| | + | <font size=3>[[File:Example of grade breaks.jpg|thumb|200px|alt=photo illustrating Grade Breaks|Photo illustrating a Rock Construction Entrance]]</font size> |
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− | <font size=3>[[File:Example of temporary seeding.jpg|thumb| | + | <font size=3>[[File:Example of temporary seeding.jpg|thumb|200px|alt=photo illustrating Grade Breaks|Photo illustrating Temporary Seeding]]</font size> |
* '''Temporary Seeding''' | * '''Temporary Seeding''' | ||
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− | <font size=3>[[File:Example of erosion control blanket.jpg|thumb| | + | <font size=3>[[File:Example of erosion control blanket.jpg|thumb|200px|alt=photo illustrating Grade Breaks|Photo illustrating an Erosion Control Blanket]]</font size> |
* '''Erosion Control Blanket''' | * '''Erosion Control Blanket''' | ||
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***Slopes within 200 feet of a surface water must have temporary protection or permanent cover within the following timeframe based on slope: | ***Slopes within 200 feet of a surface water must have temporary protection or permanent cover within the following timeframe based on slope: | ||
− | <font size=3>[[File:Example of mulch road.jpg|thumb| | + | <font size=3>[[File:Example of mulch road.jpg|thumb|200px|alt=photo illustrating Grade Breaks|Photo illustrating Mulch]]</font size> |
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***Slopes within 200 feet of a surface water must have temporary protection or permanent cover within the following timeframe based on slope: | ***Slopes within 200 feet of a surface water must have temporary protection or permanent cover within the following timeframe based on slope: | ||
− | <font size=3>[[File:Erosion hydraulic mulch spraying.jpg|thumb| | + | <font size=3>[[File:Erosion hydraulic mulch spraying.jpg|thumb|200px|alt=photo illustrating Hydraulic Mulch|Photo illustrating Mulch]]</font size> |
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***Slopes within 200 feet of a surface water must have temporary protection or permanent cover within the following timeframe based on slope: | ***Slopes within 200 feet of a surface water must have temporary protection or permanent cover within the following timeframe based on slope: | ||
− | <font size=3>[[File:Example of temporary down drain.jpg|thumb| | + | <font size=3>[[File:Example of temporary down drain.jpg|thumb|200px|alt=photo illustrating Temporary Pipe Downdrains|Photo illustrating Mulch]]</font size> |
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− | <font size=3>[[File:Example of floatation silt curtain.jpg|thumb| | + | <font size=3>[[File:Example of floatation silt curtain.jpg|thumb|200px|alt=photo illustrating Temporary Pipe Downdrains|Photo illustrating Floatation Silt Curtain]]</font size> |
* '''Floatation Silt Curtain''' | * '''Floatation Silt Curtain''' | ||
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*** 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 | *** 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 | ||
− | <font size=3>[[File:Example of rock bags.jpg|thumb| | + | <font size=3>[[File:Example of rock bags.jpg|thumb|200px|alt=photo illustrating Temporary Pipe Downdrains|Photo illustrating Rock or Compost Bags]]</font size> |
* '''Rock or Compost Bags''' | * '''Rock or Compost Bags''' | ||
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***Install energy dissipation measures at pipe outlets within 24 hours of connecting to a surface water. | ***Install energy dissipation measures at pipe outlets within 24 hours of connecting to a surface water. | ||
− | <font size=3>[[File:Example of rock check dam.jpg|thumb| | + | <font size=3>[[File:Example of rock check dam.jpg|thumb|200px|alt=photo illustrating Temporary Pipe Downdrains|Photo illustrating Rock Check Dam]]</font size> |
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***Drainage ditches within 200 feet of a surface water or the property edge must be stabilized within 24 hours of connection to a surface water. | ***Drainage ditches within 200 feet of a surface water or the property edge must be stabilized within 24 hours of connection to a surface water. | ||
− | <font size=3>[[File:Example of rip rap.jpg|thumb| | + | <font size=3>[[File:Example of rip rap.jpg|thumb|200px|alt=photo illustrating Riprap|Photo illustrating Rock Check Dam]]</font size> |
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− | <font size=3>[[File:Site with temporary sediment control 1.jpg|thumb| | + | <font size=3>[[File:Site with temporary sediment control 1.jpg|thumb|200px|alt=photo illustrating a Temporary Sedimentation Basin|Photo illustrating Rock Check Dam]]</font size> |
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***Install temporary basin where 10 acres or more drains to a common location. | ***Install temporary basin where 10 acres or more drains to a common location. | ||
− | <font size=3>[[File:Example of filter bag.jpg|thumb| | + | <font size=3>[[File:Example of filter bag.jpg|thumb|200px|alt=photo illustrating a Temporary Sedimentation Basin|Photo illustrating Filter Bag]]</font size> |
* '''Filter Bag''' | * '''Filter Bag''' |
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. This page does not contain detail on the use of specific BMPs but instead 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 1 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 1 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. Several practices can be used as temporary erosion and sediment control practices and these can be used to meet NPDES requirements (see temporary construction erosion and sediment control). 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.
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.