m |
|||
Line 41: | Line 41: | ||
***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 [http://www.pca.state.mn.us/index.php/view-document.html?gid=18984General Construction | + | **NPDES [http://www.pca.state.mn.us/index.php/view-document.html?gid=18984General Construction Stormwater Permit] Requirement |
***Delineate areas of no disturbance before beginning site work. | ***Delineate areas of no disturbance before beginning site work. | ||
Line 54: | Line 54: | ||
***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 | + | **NPDES General Construction Stormwater Permit Requirement |
***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. | ||
***All storm drain inlets must be protected. | ***All storm drain inlets must be protected. | ||
Line 71: | Line 71: | ||
** 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 | + | **NPDES General Construction Stormwater Permit Requirement |
***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. | ||
***All storm drain inlets must be protected. | ***All storm drain inlets must be protected. | ||
Line 90: | Line 90: | ||
** 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 | + | **NPDES General Construction Stormwater Permit Requirement |
***Vehicle tracking of sediment must be minimized. | ***Vehicle tracking of sediment must be minimized. | ||
Line 102: | Line 102: | ||
** 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 | + | **NPDES General Construction Stormwater Permit Requirement |
***No unbroken slope of length greater than 75 feet for slopes of 3:1 or steeper. | ***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: | ***Slopes within 200 feet of a surface water must have temporary protection or permanent cover within the following timeframe based on slope: | ||
Line 120: | Line 120: | ||
** 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 | + | **NPDES General Construction Stormwater 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. | ***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. | ***No unbroken slope of length greater than 75 feet for slopes of 3:1 or steeper. | ||
Line 139: | Line 139: | ||
** 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 | + | **NPDES General Construction Stormwater Permit Requirement |
***No unbroken slope of length greater than 75 feet for slopes of 3:1 or steeper. | ***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: | ***Slopes within 200 feet of a surface water must have temporary protection or permanent cover within the following timeframe based on slope: | ||
Line 155: | Line 155: | ||
** 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 | + | **NPDES General Construction Stormwater 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. | ***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. | ***No unbroken slope of length greater than 75 feet for slopes of 3:1 or steeper. | ||
Line 163: | Line 163: | ||
****slope flatter than 10:1 - 21 days | ****slope flatter than 10:1 - 21 days | ||
− | + | ||
<font size=3>[[File:Erosion hydraulic mulch spraying.jpg|thumb|200px|alt=photo illustrating Hydraulic Mulch|Photo illustrating Mulch]]</font size> | <font size=3>[[File:Erosion hydraulic mulch spraying.jpg|thumb|200px|alt=photo illustrating Hydraulic Mulch|Photo illustrating Mulch]]</font size> | ||
Line 173: | Line 173: | ||
** 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 | + | **NPDES General Construction Stormwater 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. | ***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. | ***No unbroken slope of length greater than 75 feet for slopes of 3:1 or steeper. | ||
Line 181: | Line 181: | ||
****slope flatter than 10:1 - 21 days | ****slope flatter than 10:1 - 21 days | ||
− | + | ||
<font size=3>[[File:Example of temporary down drain.jpg|thumb|200px|alt=photo illustrating Temporary Pipe Downdrains|Photo illustrating Mulch]]</font size> | <font size=3>[[File:Example of temporary down drain.jpg|thumb|200px|alt=photo illustrating Temporary Pipe Downdrains|Photo illustrating Mulch]]</font size> | ||
Line 215: | Line 215: | ||
** 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 | + | **NPDES General Construction Stormwater Permit Requirement |
***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. | ||
Line 227: | Line 227: | ||
** 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 | + | **NPDES General Construction Stormwater 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. | ***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 240: | Line 240: | ||
** 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 | + | **NPDES General Construction Stormwater 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. | ***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 254: | Line 254: | ||
** 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 | + | **NPDES General Construction Stormwater Permit Requirement |
***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. 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 a common plan of development or sale that disturbs greater than 1 acre will require a National Pollutant Discharge Elimination System (NPDES) Construction Stormwater Permit from the Minnesota Pollution Control Agency (MPCA). 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. 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.