Line 52: | Line 52: | ||
***Around Trees, Water Bodies, Natural Areas | ***Around Trees, Water Bodies, Natural Areas | ||
**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. | ||
− | + | **NPDES General Construction Storm water Permit Requirement | |
− | + | ***Delineate areas of no disturbance before beginning site work. | |
Line 65: | Line 65: | ||
***Other: Drainage System Inlets | ***Other: Drainage System Inlets | ||
**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 | ||
− | + | **NPDES General Construction Storm water Permit Requirement | |
+ | ***Sediment control must be established on all down gradient perimeters prior to commencement of land disturbing activities. | ||
+ | ***All storm drain inlets must be protected. | ||
Line 80: | Line 82: | ||
** Method | ** Method | ||
*** 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. | ||
+ | **NPDES General Construction Storm water Permit Requirement | ||
+ | ***Sediment control must be established on all down gradient perimeters prior to commencement of land disturbing activities. | ||
+ | ***All storm drain inlets must be protected. | ||
+ | ***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. | ||
+ | ***No unbroken slope of length greater than 75 feet for slopes of 3:1 or steeper. | ||
+ | ***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 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> | ||
Line 92: | Line 101: | ||
** Method | ** Method | ||
*** 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 | *** 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 | ||
− | + | **NPDES General Construction Storm water Permit Requirement | |
− | + | ***Vehicle tracking of sediment must be minimized. | |
<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> | ||
Line 104: | Line 113: | ||
** Method | ** Method | ||
*** Grade breaks are changes in slope that break up concentrated flow, preventing the formation of gullies. Grade breaks should be incorporated into long slopes | *** Grade breaks are changes in slope that break up concentrated flow, preventing the formation of gullies. Grade breaks should be incorporated into long slopes | ||
+ | **NPDES General Construction Storm water Permit Requirement | ||
+ | ***No unbroken slope of length greater than 75 feet for slopes of 3:1 or steeper. | ||
+ | ***Slopes within 200 feet of a surface water must have temporary protection or permanent cover within the following timeframe based on slope: | ||
Line 119: | Line 131: | ||
** Method | ** Method | ||
*** Temporary seeding allows plants to stabilize the soil through vegetation and root growth. A large variety of plants are available for temporary seeding of different conditions; the most common are rye grass, winter wheat, and oats. | *** Temporary seeding allows plants to stabilize the soil through vegetation and root growth. A large variety of plants are available for temporary seeding of different conditions; the most common are rye grass, winter wheat, and oats. | ||
+ | **NPDES General Construction Storm water Permit Requirement | ||
+ | ***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. | ||
+ | ***No unbroken slope of length greater than 75 feet for slopes of 3:1 or steeper. | ||
+ | ***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 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> | ||
− | |||
Line 134: | Line 149: | ||
*** Drainageways | *** Drainageways | ||
** Method | ** Method | ||
− | *** Erosion control blanket is a mat made of netting layered with straw, wood, coconut or man-made fibers that prevents erosion by sheltering the soil from rainfall and runoff while holding moisture for establishing plants. Blankets are installed in channels | + | *** Erosion control blanket is a mat made of netting layered with straw, wood, coconut or man-made fibers that prevents erosion by sheltering the soil from rainfall and runoff while holding moisture for establishing plants. Blankets are installed in channels |
+ | **NPDES General Construction Storm water Permit Requirement | ||
+ | ***No unbroken slope of length greater than 75 feet for slopes of 3:1 or steeper. | ||
+ | ***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|150px|alt=photo illustrating Grade Breaks|Photo illustrating Mulch]]</font size> | <font size=3>[[File:Example of mulch road.jpg|thumb|150px|alt=photo illustrating Grade Breaks|Photo illustrating Mulch]]</font size> | ||
− | |||
Line 147: | Line 164: | ||
** Method | ** Method | ||
*** Mulch is wood fibers, compost, wood chips, straw, or hay that is applied as a cover to disturbed soil. Mulch reduces erosion by absorbing energy from rainfall and runoff and provides protection and moisture for the establishment of vegetation, when properly disc anchored or spread. | *** Mulch is wood fibers, compost, wood chips, straw, or hay that is applied as a cover to disturbed soil. Mulch reduces erosion by absorbing energy from rainfall and runoff and provides protection and moisture for the establishment of vegetation, when properly disc anchored or spread. | ||
− | + | **NPDES General Construction Storm water Permit Requirement | |
− | + | ***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. | |
+ | ***No unbroken slope of length greater than 75 feet for slopes of 3:1 or steeper. | ||
+ | ***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|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> | ||
− | |||
Line 160: | Line 178: | ||
** Method | ** Method | ||
*** Hydraulic mulches for erosion control are typically comprised of wood fibers and are applied by hydroseeding equipment. Hydraulic mulches are typically used in areas with steeper slopes or where equipment access would be difficult. | *** Hydraulic mulches for erosion control are typically comprised of wood fibers and are applied by hydroseeding equipment. Hydraulic mulches are typically used in areas with steeper slopes or where equipment access would be difficult. | ||
+ | **NPDES General Construction Storm water Permit Requirement | ||
+ | ***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. | ||
+ | ***No unbroken slope of length greater than 75 feet for slopes of 3:1 or steeper. | ||
+ | ***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|150px|alt=photo illustrating Temporary Pipe Downdrains|Photo illustrating Mulch]]</font size> | <font size=3>[[File:Example of temporary down drain.jpg|thumb|150px|alt=photo illustrating Temporary Pipe Downdrains|Photo illustrating Mulch]]</font size> | ||
− | |||
* Temporary Pipe Downdrains | * Temporary Pipe Downdrains | ||
** Areas to Use | ** Areas to Use | ||
Line 173: | Line 194: | ||
** Method | ** 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 | *** 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 | ||
− | |||
<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> | <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> | ||
− | |||
* Floatation Silt Curtain | * Floatation Silt Curtain | ||
Line 191: | Line 210: | ||
<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> | <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> | ||
− | |||
* Rock or Compost Bags | * Rock or Compost Bags | ||
Line 201: | Line 219: | ||
** Method | ** Method | ||
*** Rock and compost bags are filled bags that are used to filter water, control ditch grade, or to provide inlet protection | *** Rock and compost bags are filled bags that are used to filter water, control ditch grade, or to provide inlet protection | ||
+ | **NPDES General Construction Storm water Permit Requirement | ||
+ | ***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|150px|alt=photo illustrating Temporary Pipe Downdrains|Photo illustrating Rock Check Dam]]</font size> | <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> | ||
− | |||
* Rock Check Dam | * Rock Check Dam | ||
Line 212: | Line 232: | ||
** Method | ** Method | ||
*** Rock and compost bags are filled bags that are used to filter water, control ditch grade, or to provide inlet protection | *** Rock and compost bags are filled bags that are used to filter water, control ditch grade, or to provide inlet protection | ||
+ | **NPDES General Construction Storm water Permit Requirement | ||
+ | ***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|150px|alt=photo illustrating Riprap|Photo illustrating Rock Check Dam]]</font size> | <font size=3>[[File:Example of rip rap.jpg|thumb|150px|alt=photo illustrating Riprap|Photo illustrating Rock Check Dam]]</font size> | ||
− | |||
* Riprap | * Riprap | ||
Line 226: | Line 246: | ||
** Method | ** Method | ||
*** Riprap is appropriately sized rocks that reduce the energy of fast moving flows. Riprap is used along channels and at outfalls | *** Riprap is appropriately sized rocks that reduce the energy of fast moving flows. Riprap is used along channels and at outfalls | ||
+ | **NPDES General Construction Storm water Permit Requirement | ||
+ | ***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. | ||
Line 231: | Line 253: | ||
− | |||
− | |||
* Temporary Sedimentation Basin | * Temporary Sedimentation Basin | ||
** Areas to Use | ** Areas to Use | ||
Line 240: | Line 260: | ||
** Method | ** Method | ||
*** Temporary sedimentation basins are depressions that capture runoff to slow the flow of water and allow sediment to settle out | *** Temporary sedimentation basins are depressions that capture runoff to slow the flow of water and allow sediment to settle out | ||
+ | **NPDES General Construction Storm water Permit Requirement | ||
+ | ***Install temporary basin where 10 acres or more drains to a common location. | ||
+ | |||
<font size=3>[[File:Example of filter bag.jpg|thumb|150px|alt=photo illustrating a Temporary Sedimentation Basin|Photo illustrating Filter Bag]]</font size> | <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 | * Filter Bag | ||
** Areas to Use | ** Areas to Use |
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