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**Method: Vegetated buffers are areas designated to remain undisturbed in order to protect trees, lakes, bluffs, or natural areas. Buffers should be marked and maintained around all resources requiring protection. | **Method: Vegetated buffers are areas designated to remain undisturbed in order to protect trees, lakes, bluffs, or natural areas. Buffers should be marked and maintained around all resources requiring protection. | ||
− | <font size=3>[[File:Example of silt fence.jpg|thumb|150px|alt=photo illustrating a silt fence|Photo illustrating a | + | <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 | ||
**Uses: sediment control | **Uses: sediment control | ||
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**Method: Silt fence filters sediment from runoff by allowing water to pass through a geotextile fabric or by creating a pool to allow sediment to drop out of the water column. Silt fence is installed primarily at downslope boundaries of the work area but can also be used for inlet protection, and around the perimeter of stockpiles | **Method: Silt fence filters sediment from runoff by allowing water to pass through a geotextile fabric or by creating a pool to allow sediment to drop out of the water column. Silt fence is installed primarily at downslope boundaries of the work area but can also be used for inlet protection, and around the perimeter of stockpiles | ||
+ | <font size=3>[[File:Example of fiber log.jpg|thumb|150px|alt=photo illustrating a silt fence|Photo illustrating a Fiber Log]]</font size> | ||
# Fiber Log | # Fiber Log | ||
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### Fiber logs include straw, wood, or coconut fiber logs, compost logs, and rock logs that slow water and filter sediment. Fiber logs are used for inlet protection, ditch checks, and as perimeter control where silt fence is infeasible. | ### Fiber logs include straw, wood, or coconut fiber logs, compost logs, and rock logs that slow water and filter sediment. Fiber logs are used for inlet protection, ditch checks, and as perimeter control where silt fence is infeasible. | ||
+ | <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> | ||
# Rock Construction Entrance | # Rock Construction Entrance | ||
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### Perimeter | ### Perimeter | ||
## Method | ## Method | ||
− | ### A rock construction entrance is a bed of rocks that helps to remove sediment from vehicle tires. | + | ### A rock construction entrance is a bed of rocks that helps to remove sediment from vehicle tires. Rock construction entrances should be placed at all site access points. The use of 1 1/2 inch – 3 inch clear aggregate is recommended. Periodic cleaning or replacement is recommended |
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### Sediment Control | ### Sediment Control | ||
### Other | ### Other | ||
− | #### Lakes, Wetlands, | + | #### Lakes, Wetlands, Streams |
## Method | ## 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 | ### 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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## Vegetated Buffers | ## Vegetated Buffers | ||
# Sediment control must be established on all down gradient perimeters prior to commencement of land disturbing activities. | # Sediment control must be established on all down gradient perimeters prior to commencement of land disturbing activities. | ||
− | # | + | # Silt Fence |
## Fiber Log | ## Fiber Log | ||
# Vehicle tracking of sediment must be minimized. | # Vehicle tracking of sediment must be minimized. | ||
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## Temporary Pipe Downdrains | ## Temporary Pipe Downdrains | ||
# '''Slope Time''' | # '''Slope Time''' | ||
− | ## Steeper than 3:1 | + | ## Steeper than 3:1 7 days |
− | ## 10:1 to 3:1 | + | ## 10:1 to 3:1 14 days |
## Flatter than 10:1 21 days | ## Flatter than 10:1 21 days | ||
# 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. |
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