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{{alert|This page is an edit and testing page use by the wiki authors.  It is not a content page for the Manual. Information on this page may not be accurate and should not be used as guidance in managing stormwater.|alert-danger}}
 
{{alert|This page is an edit and testing page use by the wiki authors.  It is not a content page for the Manual. Information on this page may not be accurate and should not be used as guidance in managing stormwater.|alert-danger}}
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{{alert|Wetlands are an important consideration for stormwater management considerations. Because of the diverse environment that can inhabit a wetland, they can be beneficial for improving water quality through sediment settling, groundwater infiltration, and attenuating flow velocity.|alert-success}}
  
 
[[File:Technical information page image.png|100px|right|alt=image]]
 
[[File:Technical information page image.png|100px|right|alt=image]]
[[File:Filter strip before rain garden 1.jpg|300px|thumb|alt=Image of a vegetated filter strip|<font size=3>Image of a vegetated filter strip</font size>]]
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[[File:Typical Stormwater Wetland Configuration.PNG|300px|thumb|alt=Image of a swale|<font size=3>Image of a typical wetland configuration</font size>]]
{{alert|This page provides information on a green stormwater infrastructure topic|alert-success}}
 
 
 
[https://stormwater.pca.state.mn.us/index.php?title=Erosion_protection_and_sediment_monitoring,_removal,_and_disposal_%E2%80%93_protecting_your_investment Erosion protection]</span><br>
 
[https://stormwater.pca.state.mn.us/index.php?title=Sustainable_Service_Life Sustainable service life]</span><br>
 
[[Operation and maintenance (O&M) of swales]]<br>
 
[https://stormwater.pca.state.mn.us/index.php?title=Vegetated_filter_strip_detailed_maintenance_activity_description Vegetated filter strips]</span>
 
 
 
==Overview of typical O&M issues==
 
  
<span title="Pretreatment vegetated filter strips are designed to provide sedimentation and screening (by vegetation) to treat stormwater runoff prior to entering a structural stormwater BMP. Pretreatment vegetated filter strips are especially effective at capturing excess sediment in stormwater runoff by settling solids. Pretreatment vegetated filter strips provide limited (due to size) volume reduction, peak flow reduction, infiltration, and biological treatment. Stormwater management processes not provided in pretreatment vegetated filter strips include filtration and sorption."> [https://stormwater.pca.state.mn.us/index.php?title=Overview_for_pretreatment_vegetated_filter_strips '''Vegetated filter strip''']</span>, also known as buffer strips or buffers, are vegetated land areas between a pollutant source and a surface water body. They can be stand-alone practices or used as a pre-treatment practice to other practices like bioretention or ponds. They reduce the flow velocity of water and filter and infiltrate pollutants such as sediment from stormwaterVegetated filter strips may be subject to high public visibility, trash loads, sedimentation, pedestrian traffic, and even vehicular traffic or loads. <br><br>
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[[Operation and maintenance of stormwater treatment wetland practices]]<br>
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[[Aaron test page 2]] Test by Abbott to check external editability[[Abbott Offshoot Page]]
  
Vegetated filter strips require dedicated and regular maintenance to ensure proper and long-lasting operation, and in most cases a vegetated filter strip should be designed to be effective for at least 10 years (NRCS, 2010). The most frequently cited O&M concerns for vegetated filter strips include:
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==Overview of Typical O&M Issues==
  
*Flow channelization and erosion.
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Stormwater treatment wetland practices are constructed depressions and pools planted with emergent aquatic or wetland vegetation. Wetlands typically remain wet due to relatively impervious sublayers and have retention times that allow pollutants to settle out of stormwater and into the sediment. The vegetated pools can provide excellent wildlife habitat, enhance nutrient cycling, sequester carbon, and offer aesthetic improvements to urban and rural areas if properly maintained.  
*Insufficient/inadequate vegetative cover.
 
*Sediment and debris accumulation leading to practice clogging.
 
  
The sections below describe best practices to prevent or minimize these common problems.
+
Wetlands can provide stormwater and other ecosystem services for many years if they are properly maintained. Typical lifespans range between 25 and 75 years, depending on local conditions and ongoing maintenance to the systems (Torres et al., 2015). The most common O&M concerns for stormwater wetland practices include:
 +
*Erosion in the storage pools causing turbid effluent.
 +
*Clogged inlets and outlets. Clogs may occur from accumulation of trash, debris, and sediment.
 +
*Poor vegetative establishment.
 +
*Overgrowth of unwanted vegetation.  
  
==Design phase O&M considerations==
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The sections below describe best practices to prevent or minimize these and other common problems.
Designers should design these practices in ways that prevent or minimize O&M issues. Examples include:
 
  
*Using a maximum drainage area to filter strip area ratio of 6:1
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==Design Phase O&M Considerations==
*Limiting the lateral slope to less than or equal to 1%
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Designers should design stormwater treatment wetland practices in ways that prevent or minimize O&M issues. In general, wetland designs should mimic natural wetlands and introduce few complex components. Design phase O&M considerations include:
*Checking that the maximum groundwater level is 2 to 4 ft below the filter strip
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*Providing [https://stormwater.pca.state.mn.us/index.php?title=Pretreatment pre-treatment] and trash racks to prevent clogging or trash accumulation.
*Providing a vegetation design plan, emphasizing erosion resistant and native plantings (see [http://www.pca.state.mn.us/publications/manuals/stormwaterplants.html Plants for Stormwater Design]</span>) to enhance pollinator and wildlife habitat, improve <span title="Infiltration Best Management Practices (BMPs) treat urban stormwater runoff as it flows through a filtering medium and into underlying soil, where it may eventually percolate into groundwater. The filtering media is typically coarse-textured and may contain organic material, as in the case of bioinfiltration BMPs."> [https://stormwater.pca.state.mn.us/index.php?title=Stormwater_infiltration_Best_Management_Practices '''infiltration''']</span> and <span title="Loss of water to the atmosphere as a result of the joint processes of evaporation and transpiration through vegetation"> '''evapotranspiration'''</span>, reduce urban <span title="an urban area having higher average temperature than its rural surroundings owing to the greater absorption, retention, and generation of heat by its buildings, pavements, and human activities."> '''heat island'''</span> effect, provide optimized carbon sequestration, and provide climate adaptation. Site-specific plant selections should take into account sun exposure, shade, proximity to traffic corners (visibility issues), interior vs exterior plantings, salt-tolerant plants, etc. The selection of plantings suitable to their immediate surroundings will minimize long-term care and replacement frequency.
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*Designing for weather and climate extremes.
*Designing the filter strip length based on the hydrologic soil group, slope, and vegetation (PADEP 2006).
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**Flooding and droughts can impact the ecosystem health if not anticipated.
*Providing [https://stormwater.pca.state.mn.us/index.php?title=Pretreatment pretreatment]</span> (e.g. gravel trench spreader) if necessary. Pretreatment can be used to dampen the effects of high or rapid inflow, dissipate energy, provide additional storage, and prevent the BMP from becoming overloaded by sediment. Pretreatment is a required part of infiltration and filtration practices covered under the Minnesota Construction Stormwater General Permit. Vegetated filter strips are often used as a [https://stormwater.pca.state.mn.us/index.php/Overview_for_pretreatment_vegetated_filter_strips pretreatment practice]</span> to meet the intent of the stormwater permit, as identified in [https://stormwater.pca.state.mn.us/index.php?title=2018_Minnesota_Construction_Stormwater_Permit sections 16 and 17]</span>, but are designed with a different set of standards when they are a standalone structural practice.
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**Freezing conditions should be planned for in Minnesota (see [https://stormwater.pca.state.mn.us/index.php?title=Overview_for_stormwater_wetlands Cold Climate Suitability]). Inlets should not be submerged to avoid freezing. Outlet designs should include baffle weirs or other features to avoid ice formation.
*Installing berms where necessary to direct the flow and prevent bypassing.
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*Anticipating a multi-year establishment phase.
*Prohibiting any kind of traffic through the installation of a visible barrier or signage.
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*Shaping the wetland using existing topography and geology, if possible.
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*Introducing plants with deep roots along slopes to prevent erosion, emphasizing <span title="A species that has been observed in the form of a naturally occurring and self-sustaining population in historical times. Non-natives do not meet this definition."> '''native species'''</span> (see [http://www.pca.state.mn.us/publications/manuals/stormwaterplants.html Plants for Stormwater Design]).
 +
*Selecting plantings suitable for the designed water depth and climate patterns.
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*Considering the land use in the drainage area and selecting pollution tolerant species (e.g. salt tolerant species if heavy winter maintenance occurs in the drainage area).
 +
*Completing a planting list with species that will enhance <span title="Green stormwater infrastructure is designed to mimic nature and capture rainwater where it falls. Green infrastructure reduces and treats stormwater at its source while while also providing multiple community benefits such as improvements in water quality, reduced flooding, habitat, carbon capture, etc."> '''green infrastructure'''</span> co-benefits, such as pollinator and wildlife habitat, improve <span title="Infiltration Best Management Practices (BMPs) treat urban stormwater runoff as it flows through a filtering medium and into underlying soil, where it may eventually percolate into groundwater. The filtering media is typically coarse-textured and may contain organic material, as in the case of bioinfiltration BMPs."> [https://stormwater.pca.state.mn.us/index.php?title=Stormwater_infiltration_Best_Management_Practices '''infiltration''']</span> and <span title="Loss of water to the atmosphere as a result of the joint processes of evaporation and transpiration through vegetation"> '''evapotranspiration'''</span>, reduce urban heat island effect, provide optimized <span title="The process of capturing and storing atmospheric carbon dioxide.> '''carbon sequestration'''</span>, and provide <span title="Adjustments in ecological, social, or economic systems in response to actual or expected climatic stimuli and their effects or impacts."> '''climate adaptation'''</span>.
 +
*Considering whether vegetation will be established with seeds, seedlings, or transplants. The establishment period will be influenced greatly by this decision.  
 +
*Providing easy access to infrastructure that will receive routine maintenance (e.g. inlet and outlet pipes).  
 +
*Providing easy access points for all monitoring equipment. Right-of-way access should be designated when the wetland is setback from public or private roads. Right-of-way access should be at least 12 feet wide and minimal slope in order to stage larger vehicles and equipment.  
 
*Providing educational signage to increase public awareness.
 
*Providing educational signage to increase public awareness.
 +
*Installing measures like low fencing to prevent damage from pedestrian foot traffic.
  
Designers should consult and include any local requirements regarding green infrastructure. O&M considerations often depend on whether the practice is located on public land, private land, or in the public right of way. For example, plantings in the public right of way that conflict with any traffic safety considerations could require increased O&M, such as pruning or complete removal.
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Designers should consult and include any local requirements regarding green infrastructure. O&M considerations often depend on whether the practice is located on public land, private land, or in the public right of way. For example, exterior plantings in the public right of way that conflict with any traffic safety considerations (e.g. sight lines) could require increased O&M, such as pruning or complete removal.  
  
Designers should also recognize the need to perform frequent maintenance to remove trash or excess sediment, check for clogging, and if necessary perform practice cleaning. Designers can incorporate design solutions to facilitate maintenance activities. Examples include:  
+
Designers should also recognize the need to perform frequent landscaping maintenance to remove trash, check for clogging, and maintain vigorous and healthy vegetation. Designers can incorporate design solutions to facilitate maintenance activities. Examples include:  
 
*Incorporating multiple and easy site access points
 
*Incorporating multiple and easy site access points
 +
*Installing observation wells
 
*Providing recommendations of vegetation appropriate to the location
 
*Providing recommendations of vegetation appropriate to the location
  
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*Operating instructions for the practice (if applicable)
 
*Operating instructions for the practice (if applicable)
  
For more design information for [https://stormwater.pca.state.mn.us/index.php?title=Design,_construction,_operation_and_maintenance_specifications_for_pretreatment_vegetated_filter_strips vegetated filter strips]</span>.
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For more design information for stormwater wetlands practices, see the [https://stormwater.pca.state.mn.us/index.php?title=Design_criteria_for_stormwater_wetlands Design criteria for stormwater wetlands] page.
  
==Construction phase O&M considerations==
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==Construction Phase O&M Considerations==
 
Proper construction methods and sequencing play a significant role in reducing O&M problems. Some key items during the construction phase include:  
 
Proper construction methods and sequencing play a significant role in reducing O&M problems. Some key items during the construction phase include:  
 
*Before construction begins:  
 
*Before construction begins:  
**Check the grading where the practice will be placed to enable sheet flow from the level spreader and throughout the filter strip. Grading must be uniformly perpendicular to the direction of flow to prevent channelized runoff.  
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**Develop a planting schedule that meets the needs of the selected species. Planting during fall dormancy or early spring is usually successful.  
**Protect the proposed filter strip from the surrounding area by using upstream sediment traps or barriers and diversions to direct stormwater flows from the contributing drainage area away from the practice.
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**Ensure that the contributing drainage area is fully stabilized with vegetation prior to the beginning of construction. Also make sure that impervious areas in the contributing drainage area are clean.  If this is not possible, use barriers or diversions to direct stormwater flows from the contributing drainage area away from the practice.  
**Install any needed erosion and sediment controls in your construction site and prepare a [https://stormwater.pca.state.mn.us/index.php?title=SWPPP_Template_for_Small_Construction_Sites storm water pollution prevention plan (SWPPP)]</span>.  
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**Install any needed <span title="Practices designed to prevent or minimize erosion> [https://stormwater.pca.state.mn.us/index.php?title=Erosion_prevention_practices '''erosion''']</span> and <span title="practices designed to prevent or minimize loss of eroded soil at a site"> [https://stormwater.pca.state.mn.us/index.php?title=Sediment_control_practices '''sediment controls''']</span> in your construction site and prepare a [https://stormwater.pca.state.mn.us/index.php?title=SWPPP_Template_for_Small_Construction_Sites storm water pollution prevention plan (SWPPP)].  
 
**Designate a stormwater supervisor to make sure someone is responsible for erosion and sediment control.
 
**Designate a stormwater supervisor to make sure someone is responsible for erosion and sediment control.
 
**Hold a pre-construction meeting with the designer and the installer to review the construction plans and the sequencing of construction.
 
**Hold a pre-construction meeting with the designer and the installer to review the construction plans and the sequencing of construction.
 
*During construction:  
 
*During construction:  
**Construct any pretreatment devices first.  
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**Construct any pre-treatment devices before constructing the main wetland area.
**Implement soil stabilization measures until permanent vegetation is established.
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**Decompact and prepare treatment beds. Allow an extended wetted settling period to soften up soil if possible.  
**Use as much of the existing topsoil on the site as possible to enhance plant growth.
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**Ensure heavy equipment does not enter the footprint of the practice after any vegetation has been seeded or planted.  
**Prevent soil compaction by marking boundaries of the practice to ensure no construction traffic occurs on the practice. Foot traffic should be minimized if possible.
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**Store any soil or gravel media downstream of the practice footprint to avoid filling in any depressions and clogging any inlets and pools. If this is not possible, store soil or gravel media in some type of covered or contained structure.
**Ensure that the plant and vegetation mix conforms to the vegetation design plan.
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**Inspect the practice during construction to ensure that it is built in accordance with the approved design and standards and specifications. This includes verification of the media composition and depths. Use a detailed inspection checklists that include sign-offs by qualified individuals at critical stages of construction, to ensure that the contractor’s interpretation of the plan is acceptable to the professional designer. Example construction phase inspection checklists are provided further down below.
**Inspect the practice during construction to ensure that the vegetated filter strip practice is built in accordance with the approved design and standards and specifications.  
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**Ensure that the plant and vegetation mix conforms to the vegetation design plan, particularly if the vegetation was selected to provide ecological function (such as pollinator habitat).
 
*After construction:  
 
*After construction:  
**Verify that the vegetated filter strip practice was built in accordance with the approved design and standards and specifications.  
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**Verify that the wetland was built in accordance with the approved design and standards and specifications, including the pre-treatment devices as well as the main practice.  
**Verify that the filter strip area is fully stabilized with vegetation prior to removing any barriers, diversions, or erosion and sediment control measures.
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**Verify that the contributing drainage area and any slopes are fully stabilized with vegetation prior to removing any barriers, diversions, or erosion and sediment control measures.
**Verify that the practice directs flow as intended over the entirety of the practice. This serves as a verification that the practice is functional at the time of construction.
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**Verify that the inlet structures capture the intended runoff. Conduct a full inundation test to inspect the outflow and any bypass functions.  
**Use a detailed inspection checklists that include sign-offs by qualified individuals at the completion of construction, to ensure that the contractor’s interpretation of the plan is acceptable to the professional designer. An example construction phase inspection checklist is provided further down below.
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**Verify that the practice reduces nutrient loads. Collect inflow and outflow storm water samples and have them analyzed for nutrient concentrations.  
 +
**Use a detailed inspection checklist that includes sign-offs by qualified individuals at the completion of construction, to ensure that the contractor’s interpretation of the plan is acceptable to the professional designer. **Example construction phase inspection checklists are provided further down below.
 
**Review and discuss the plant warranty/establishment period with the plant provider to understand the conditions under which failing plants will be replaced.  
 
**Review and discuss the plant warranty/establishment period with the plant provider to understand the conditions under which failing plants will be replaced.  
 
**Determine if stormwater should be kept offline from the practice until the seedlings are established.
 
**Determine if stormwater should be kept offline from the practice until the seedlings are established.
 
**The design/construction team should provide the O&M team with the following information to be included in the O&M plan:
 
**The design/construction team should provide the O&M team with the following information to be included in the O&M plan:
***The plant warranty.  
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***The plant warranty .  
 
***The “as-built” plans of the practice
 
***The “as-built” plans of the practice
 
***A list of conditions that might cause failure of the practice if not properly maintained.
 
***A list of conditions that might cause failure of the practice if not properly maintained.
  
==Post-construction phase O&M==
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==Post-Construction Phase O&M==
Effective short and long-term operation of vegetated filter strips requires a dedicated and routine maintenance plan with clear guidelines, expectations, and schedules. Proper maintenance will not only increase the expected lifespan of the facility but will improve aesthetics and property value. A maintenance plan clarifying maintenance responsibilities should be required for all practices.
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Effective short and long-term operation of stormwater treatment wetland practices requires dedicated and routine maintenance. Proper maintenance will not only increase the expected lifespan of the facility but will improve ecological function, aesthetics, and property value. Important post-construction considerations are provided below.
 +
*A site-specific Operations and Maintenance Plan should be prepared by the designer prior to putting the stormwater practice into operation. This plan should provide any operating procedures related to the practices. The plan should also provide clear maintenance expectations, activities, and schedules. Include photos if possible. Be clear about who is responsible for the maintenance and the type of expertise that will be needed for distinct O&M activities. The O&M plan should include an anticipated budget for O&M activities.The O&M plan should also include an example O&M inspection checklist and an example maintenance report. Example O&M plans and inspection checklists are provided further down below.
 +
*A legally binding and enforceable maintenance agreement should be executed between the practice owner and the local review authority. Example maintenance agreements are provided further down below.
 +
*Inspection and maintenance activities are distinct and can be done as separate activities or together. Inspection will typically assess the practice for any O&M issues, whereas maintenance will address the O&M issues identified by the inspection. A dedicated inspection effort on a large number of BMPs can help prioritize maintenance activities.
 +
*Maintenance activities should be careful not to cause compaction or damage to the vegetation. No vehicles or stockpiling should be allowed within the footprint of the practice. Foot traffic should be kept to a minimum.
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*Maintenance activities should apply to all parts of the treatment wetland, including the pre-treatment devices, the main storage and pooling area, the vegetation, the soil, and any conveyance or discharge pipes.
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*Wetlands areas generally should not be used as dedicated snow storage areas.  
 +
 
 +
{{:Overview and schedule of general maintenance activities for wetlands}}
  
Some important post-construction considerations are provided below along with recommended maintenance standards.
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{{:Common problems and how to troubleshoot them for wetlands}}
*A site-specific '''Operations and Maintenance Plan''' should be prepared by the designer prior to putting the practice into operation. This plan should provide any operating procedures related to the practices. The plan should also provide clear maintenance expectations, activities, and schedules. Include photos if possible. Be clear about who is responsible for the maintenance and the type of expertise that will be needed for distinct O&M activities. The O&M plan should include an anticipated budget for O&M activities. The O&M plan should also include an example O&M inspection checklist and an example maintenance report. Example O&M plans and checklists are provided in the “Useful Resources” section.
 
*A legally binding and enforceable maintenance agreement should be executed between the practice owner and the local review authority that provides adequate access for the inspection, maintenance, and necessary equipment. Example maintenance agreements are provided in the “Useful Resources” section.
 
*Inspection and maintenance activities are distinct and can be done as separate activities or together. Inspection will typically assess the practice for any O&M issues, whereas maintenance will address the O&M issues identified by the inspection. A dedicated inspection effort on a large number of BMPs can help prioritize maintenance activities.
 
*While maintenance is being conducted, ensure that no heavy vehicle traffic occurs on the vegetated filter strip and foot traffic is limited to avoid compaction.
 
*Minimize use of any fertilizer.
 
*Avoid mowing when the ground is wet. Doing so can create rutting from the wheels.
 
*Vegetated filter strips should not be used for permanent snow storage because this will extend the duration of ineffective treatment caused by increased snowpack. Other snow and salting considerations can be found on the [[Vegetated filter strip detailed maintenance activity description]] page.
 
  
{{:Overview and schedule of general maintenance activities for vegetated filter strips}}
 
  
{{:Common problems and how to troubleshoot them for vegetated filter strips}}
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==Maintenance Costs==
  
==Maintenance costs==
 
 
Maintenance costs will vary on a number of factors, including but not limited to:  
 
Maintenance costs will vary on a number of factors, including but not limited to:  
 
*Size of the practice and its contributing drainage area
 
*Size of the practice and its contributing drainage area
Line 103: Line 108:
 
*Equipment needed
 
*Equipment needed
  
Preventative maintenance is key to minimizing major costs associated with repairs. The annual cost of maintaining filter strips (mowing, weeding, inspection, litter removal, etc.) is generally between $100 and $1,400 per acre (based on 2006 cost estimate, PADEP 2006). Maintenance may be higher the first few years, while plants are being established.
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Preventative maintenance is key to minimizing major costs associated with repairs. A general rule of thumb for annual GI maintenance is 3%-6% (Clary, 2017). Maintenance costs may be higher the first few years, while plants are being established or modifications to the design are required. Sediment removal may also be the most costly maintenance activity. A 2015 report by E2 Storm Project in Europe recently estimated maintenance costs to be between $41 and $72 per cubic foot of storage based on case studies, including those from the United States (Torres, 2015).
 
 
==Useful resources==
 
 
 
===Additional detailed O&M information===
 
More detailed information regarding specific maintenance activities are provided in the [[Vegetated filter strip detailed maintenance activity description]] page<br><br>
 
Topics discussed include:
 
*Removing sediment debris build up
 
*Preventing or minimizing washouts and erosion of the pretreatment vegetated filter strip
 
*Vegetation establishment
 
*Maintaining vegetation
 
*Snow Storage
 
*Maintenance agreements
 
*Additional References
 
  
===Case studies===
+
==Useful Resources==
*[https://stormwater.pca.state.mn.us/index.php?title=Case_studies_for_pretreatment Case studies for pretreatment]</span>
 
  
===Maintenance training documents and videos===
+
===Additional Detailed O&M Information===
*Chesapeake Stormwater Network: Filter Strips and Grass Channels Webcast Slides
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*Additional maintenance activity details: https://docs.google.com/document/d/1vzWTDEYmmT3i9dByJOWiTVH3uErdoxLccl344Jnp4uU/edit
*UMass Amherst: Vegetative Filter Strips May Deter Pesticide Runoff
 
  
===O&M resource catalog===
+
===Case Studies===
MPCA has compiled publicly available O&M resources related to green infrastructure. This non-exhaustive catalog is intended as a resource to practitioners.  
+
*[https://www.epa.gov/sites/default/files/2018-07/documents/constructed_wetlands_for_wastewater_treatment_and_wildife_habitat_17_case_studies_epa832-r-93-005.pdf Constructed Wetlands for Wastewater Treatment and Wildlife Habitat, EPA]
https://docs.google.com/spreadsheets/d/1TNGVghLhudcWPgXKLbLAu2cUWv6O3ZeS7-FIuLSGIPM/edit#gid=0
+
*[http://www.trca.on.ca/dotAsset/26185.pdf Performance assessment of a pond wetland stormwater management facility - Markham, Ontario]
 +
*Performance Assessment of a Pond-Wetland Stormwater Managment Facility - Markham, Ontario, Stormwater Assessment
  
{{:Example O&M plans, checklists, reports, and maintenance agreements for vegetated filter strips}}
+
===Maintenance Training Documents and Videos===
 +
*Illinois Natural Resources Conservation Service - [https://www.youtube.com/watch?v=O93YuK-p-hw Building a Constructed Wetland for Better Water Quality]
 +
*International Water Association - [https://iwa-network.org/learn/online-course-on-constructed-wetlands-for-wastewater-treatment Online Course on Constructed Wetlands for Wastewater Treatment]

Revision as of 20:27, 3 August 2022

Warning: This page is an edit and testing page use by the wiki authors. It is not a content page for the Manual. Information on this page may not be accurate and should not be used as guidance in managing stormwater.
Green Infrastructure: Wetlands are an important consideration for stormwater management considerations. Because of the diverse environment that can inhabit a wetland, they can be beneficial for improving water quality through sediment settling, groundwater infiltration, and attenuating flow velocity.
image
Image of a swale
Image of a typical wetland configuration

Operation and maintenance of stormwater treatment wetland practices
Aaron test page 2 Test by Abbott to check external editability. Abbott Offshoot Page

Overview of Typical O&M Issues

Stormwater treatment wetland practices are constructed depressions and pools planted with emergent aquatic or wetland vegetation. Wetlands typically remain wet due to relatively impervious sublayers and have retention times that allow pollutants to settle out of stormwater and into the sediment. The vegetated pools can provide excellent wildlife habitat, enhance nutrient cycling, sequester carbon, and offer aesthetic improvements to urban and rural areas if properly maintained.

Wetlands can provide stormwater and other ecosystem services for many years if they are properly maintained. Typical lifespans range between 25 and 75 years, depending on local conditions and ongoing maintenance to the systems (Torres et al., 2015). The most common O&M concerns for stormwater wetland practices include:

  • Erosion in the storage pools causing turbid effluent.
  • Clogged inlets and outlets. Clogs may occur from accumulation of trash, debris, and sediment.
  • Poor vegetative establishment.
  • Overgrowth of unwanted vegetation.

The sections below describe best practices to prevent or minimize these and other common problems.

Design Phase O&M Considerations

Designers should design stormwater treatment wetland practices in ways that prevent or minimize O&M issues. In general, wetland designs should mimic natural wetlands and introduce few complex components. Design phase O&M considerations include:

  • Providing pre-treatment and trash racks to prevent clogging or trash accumulation.
  • Designing for weather and climate extremes.
    • Flooding and droughts can impact the ecosystem health if not anticipated.
    • Freezing conditions should be planned for in Minnesota (see Cold Climate Suitability). Inlets should not be submerged to avoid freezing. Outlet designs should include baffle weirs or other features to avoid ice formation.
  • Anticipating a multi-year establishment phase.
  • Shaping the wetland using existing topography and geology, if possible.
  • Introducing plants with deep roots along slopes to prevent erosion, emphasizing native species (see Plants for Stormwater Design).
  • Selecting plantings suitable for the designed water depth and climate patterns.
  • Considering the land use in the drainage area and selecting pollution tolerant species (e.g. salt tolerant species if heavy winter maintenance occurs in the drainage area).
  • Completing a planting list with species that will enhance green infrastructure co-benefits, such as pollinator and wildlife habitat, improve infiltration and evapotranspiration, reduce urban heat island effect, provide optimized carbon sequestration, and provide climate adaptation.
  • Considering whether vegetation will be established with seeds, seedlings, or transplants. The establishment period will be influenced greatly by this decision.
  • Providing easy access to infrastructure that will receive routine maintenance (e.g. inlet and outlet pipes).
  • Providing easy access points for all monitoring equipment. Right-of-way access should be designated when the wetland is setback from public or private roads. Right-of-way access should be at least 12 feet wide and minimal slope in order to stage larger vehicles and equipment.
  • Providing educational signage to increase public awareness.
  • Installing measures like low fencing to prevent damage from pedestrian foot traffic.

Designers should consult and include any local requirements regarding green infrastructure. O&M considerations often depend on whether the practice is located on public land, private land, or in the public right of way. For example, exterior plantings in the public right of way that conflict with any traffic safety considerations (e.g. sight lines) could require increased O&M, such as pruning or complete removal.

Designers should also recognize the need to perform frequent landscaping maintenance to remove trash, check for clogging, and maintain vigorous and healthy vegetation. Designers can incorporate design solutions to facilitate maintenance activities. Examples include:

  • Incorporating multiple and easy site access points
  • Installing observation wells
  • Providing recommendations of vegetation appropriate to the location

The designer should also provide a site-specific O&M plan that includes the following:

  • Construction inspection schedule and checklists
  • Post-construction routine maintenance schedule and checklists
  • Operating instructions for the practice (if applicable)

For more design information for stormwater wetlands practices, see the Design criteria for stormwater wetlands page.

Construction Phase O&M Considerations

Proper construction methods and sequencing play a significant role in reducing O&M problems. Some key items during the construction phase include:

  • Before construction begins:
    • Develop a planting schedule that meets the needs of the selected species. Planting during fall dormancy or early spring is usually successful.
    • Ensure that the contributing drainage area is fully stabilized with vegetation prior to the beginning of construction. Also make sure that impervious areas in the contributing drainage area are clean. If this is not possible, use barriers or diversions to direct stormwater flows from the contributing drainage area away from the practice.
    • Install any needed erosion and sediment controls in your construction site and prepare a storm water pollution prevention plan (SWPPP).
    • Designate a stormwater supervisor to make sure someone is responsible for erosion and sediment control.
    • Hold a pre-construction meeting with the designer and the installer to review the construction plans and the sequencing of construction.
  • During construction:
    • Construct any pre-treatment devices before constructing the main wetland area.
    • Decompact and prepare treatment beds. Allow an extended wetted settling period to soften up soil if possible.
    • Ensure heavy equipment does not enter the footprint of the practice after any vegetation has been seeded or planted.
    • Store any soil or gravel media downstream of the practice footprint to avoid filling in any depressions and clogging any inlets and pools. If this is not possible, store soil or gravel media in some type of covered or contained structure.
    • Inspect the practice during construction to ensure that it is built in accordance with the approved design and standards and specifications. This includes verification of the media composition and depths. Use a detailed inspection checklists that include sign-offs by qualified individuals at critical stages of construction, to ensure that the contractor’s interpretation of the plan is acceptable to the professional designer. Example construction phase inspection checklists are provided further down below.
    • Ensure that the plant and vegetation mix conforms to the vegetation design plan, particularly if the vegetation was selected to provide ecological function (such as pollinator habitat).
  • After construction:
    • Verify that the wetland was built in accordance with the approved design and standards and specifications, including the pre-treatment devices as well as the main practice.
    • Verify that the contributing drainage area and any slopes are fully stabilized with vegetation prior to removing any barriers, diversions, or erosion and sediment control measures.
    • Verify that the inlet structures capture the intended runoff. Conduct a full inundation test to inspect the outflow and any bypass functions.
    • Verify that the practice reduces nutrient loads. Collect inflow and outflow storm water samples and have them analyzed for nutrient concentrations.
    • Use a detailed inspection checklist that includes sign-offs by qualified individuals at the completion of construction, to ensure that the contractor’s interpretation of the plan is acceptable to the professional designer. **Example construction phase inspection checklists are provided further down below.
    • Review and discuss the plant warranty/establishment period with the plant provider to understand the conditions under which failing plants will be replaced.
    • Determine if stormwater should be kept offline from the practice until the seedlings are established.
    • The design/construction team should provide the O&M team with the following information to be included in the O&M plan:
      • The plant warranty .
      • The “as-built” plans of the practice
      • A list of conditions that might cause failure of the practice if not properly maintained.

Post-Construction Phase O&M

Effective short and long-term operation of stormwater treatment wetland practices requires dedicated and routine maintenance. Proper maintenance will not only increase the expected lifespan of the facility but will improve ecological function, aesthetics, and property value. Important post-construction considerations are provided below.

  • A site-specific Operations and Maintenance Plan should be prepared by the designer prior to putting the stormwater practice into operation. This plan should provide any operating procedures related to the practices. The plan should also provide clear maintenance expectations, activities, and schedules. Include photos if possible. Be clear about who is responsible for the maintenance and the type of expertise that will be needed for distinct O&M activities. The O&M plan should include an anticipated budget for O&M activities.The O&M plan should also include an example O&M inspection checklist and an example maintenance report. Example O&M plans and inspection checklists are provided further down below.
  • A legally binding and enforceable maintenance agreement should be executed between the practice owner and the local review authority. Example maintenance agreements are provided further down below.
  • Inspection and maintenance activities are distinct and can be done as separate activities or together. Inspection will typically assess the practice for any O&M issues, whereas maintenance will address the O&M issues identified by the inspection. A dedicated inspection effort on a large number of BMPs can help prioritize maintenance activities.
  • Maintenance activities should be careful not to cause compaction or damage to the vegetation. No vehicles or stockpiling should be allowed within the footprint of the practice. Foot traffic should be kept to a minimum.
  • Maintenance activities should apply to all parts of the treatment wetland, including the pre-treatment devices, the main storage and pooling area, the vegetation, the soil, and any conveyance or discharge pipes.
  • Wetlands areas generally should not be used as dedicated snow storage areas.

Overview and schedule of general maintenance activities for wetlands

Link to this table

First Year of Operation
Activity Frequency Time Period Level of Effort O&M Benefita
Check that there is no ponding in the pre-treatment device. At least twice after storm events > 0.5 inches Within the first 6 months 1-2 hours 1
Check for evidence of clogging in the pre-treatment device and/or in any conveyance structures At least twice after storm events > 0.5 inches Within the first 6 months 1-2 hours 1
Maintain proper water level for establishing vegetation (may require supplemental source) 1/week initially During first 2 months 1-2 hours 2,3,4,5,6
As needed First growing season 1-2 hours
Remove any stormwater diversion or barriers once seedlings are established. Once When plants are sufficiently established 1-2 hours 1,2,3,4,5
Install protective barriers (e.g. chicken wire) to protect growing vegetation from wildlife As needed First growing season 8 hours 1,2,3,5
Check for signs of burrowing animals and incorporate gravel or rock in problem areas to discourage burrowing. As needed First growing season 1-2 hours 5
Check that water is moving as planned through the wetland. Identify and fix any stagnant zones. As needed During first 2 months 4 hours 1
Mow dikes frequently to establish deep rooted ground cover Biweekly or as needed First growing season 3,4
Remove and replace dead plants As needed First growing season 2-4 hours 2,3,4,5,6
Spot reseeding of bare patches and eroding areas As needed First growing season 2-4 hours 1,2,3,4,5,6
After First Year of Operation
Activity Frequency Time Period Level of Effort per Visit O&M Benefita
Check that there is no ponding in the pre-treatment device Biannually Any time when ground is not frozen 1-2 hours 1
Check for evidence of clogging in the pre-treatment device and/or in any conveyance structures. Biannually In spring and fall 1-2 hours 1
Remove trash and debris from the pre-treatment device and/or in the main treatment area. Monthly All year long 1-2 hours 1,5
Inspect for and remove excess sediment in the pre-treatment device and/or in the main treatment area. Monthly All year long 4 hours if removal is needed 1
Check and repair eroded areas Annually In fall or spring when vegetation has died down 4 hours if repairs are needed 1,2,3,4,5
Weed and remove invasive plantsb Twice during growing season During growing season 1-2 hours 2,3,4,5
Inspect plant composition and health and replace as needed to maintain >50% coverage. Biannually In fall or spring 4-8 hours, more if plant replacement is needed 2,3,4,5,6
Remove woody vegetation on or near embankments, forebays, spillways, and outlets Annually In fall or spring 4 hours 1,2,3,4,5,6
Check for signs of burrowing animals and incorporate gravel or rock in problem areas to discourage burrowing. As needed During growing season 1-2 hours 1,2,5
Inspect for and repair broken inlets, pipes, or other water control structures Biannually After high flows and ice breakup 2 hours, more if repairs are needed 1
Mow dikes and remove any shrubs or trees growing on dikes As needed During growing season 1-2 hours 1,5
Monitor operating range of water level Daily (collect data continuously, use information to diagnose issues) Any time 1-2 hours 1,2,4,6
Check that water is moving as planned through the wetland. Identify and fix any stagnant zones Annually During growing season 4 hours 1,2,3,4,5
Inspect sediment accumulation in forebay and treatment areas. Remove if hydrology is impacted or if less than 50% of forebay capacity remains. Annually Fall 2 hours 1,4,6
Harvest wetland plants Once every 2-3 years After growing season 4-8 hours 1,4,5,6
Remove sediment from forebay Once every 2-7 years, or when less than 50% forebay capacity remains As needed Varies 1,4,5,6
After 5+ Years of Operation (non-routine maintenance)
Activity Frequency Time Period Level of Effort per Visit O&M Benefita
Remote inspection of all conveyance structures (e.g. pipes, underdrains, etc.) Every 10 years Any time Varies 1
After long term operation of the practice, some occasional and infrequent maintenance activities might be required, such as bigger repairs or redesign of key elements of the practice. Replacement of concrete components (e.g. pipes, risers, may be required after 25-50 years. As needed As needed Could be significant depending on the activity 1,2,3,4,5,6
aKey to Maintenance Benefits:
  1. Proper stormwater flow and infiltration
  2. Creation and maintenance of wildlife habitat
  3. Creation and maintenance of pollinator habitat
  4. Nutrient cycling and storage
  5. Aesthetics and public enjoyment
  6. Carbon sequestration

bRemove invasive species immediately and replace vegetation as needed. As a general rule, control of undesirable invasive species (e.g., cattail and Phragmites) should commence when their coverage exceeds more than 15% of a wetland cell area. Although the application of herbicides is not recommended, some types, such as Glyphosate, have been used to control cattails with some success. Extended periods of dewatering may also work, since early manual removal provides only short -term relief from invasive species.


Common problems and how to troubleshoot them for wetlands
Link to this table

Symptom Possible causes Solution
Vegetation will not establish properly Water levels need to be maintained per species specific growth patterns during establishment. A secondary water source and flow routing may be necessary to establish vegetation for a year. Soils may not have been properly decompacted during construction. Influent pollutant loads may be harming unestablished vegetation. Wildlife may harm unprotected vegetation.
  • Consult with the designer to check what water depths should be maintained for the planted vegetation.
  • Consult an engineer to ensure proper decompaction occurred during construction.
  • Install chicken wire or other barriers to deter wildlife from young plantings.
  • Reroute or bypass some of the stormwater carrying harmful pollutants while plantings mature (if pollution is deemed the primary cause). Review nearby winter maintenance activities to see if runoff with high concentrations of chloride is reaching the practice. Vegetative maturation may take two growing seasons.
Stagnant water Significant erosion that has impacted hydraulics. Clogs in the conveyance network. Grading issues.
  • Remove any sediment or soil that has sluffed into the treatment pools due to erosion.
  • Check and remove debris or clogs from all conveyance structures.
  • Consult the designer or an engineer to identify grading or other hydraulic issues.
Mosquitos Optimal breeding conditions
  • Address stagnant water
  • Modify water level controls to increase velocity
  • Introduce predators (fish and/or invertebrates)
Wetland capacity is reduced Sediment build up or vegetative overgrowth
  • Remove accumulated sediment
  • Harvest vegetation
Flow or water imbalance (more water coming in than going out), lower than expected water levels. Unanticipated infiltration
  • Check the integrity of any impermeable barriers or linings that were installed beneath the growth media.



Maintenance Costs

Maintenance costs will vary on a number of factors, including but not limited to:

  • Size of the practice and its contributing drainage area
  • Type of plantings used
  • Site visit frequency
  • Level of maintenance needed
  • Local weather conditions
  • Staffing needs (number of staff, external vs. internal staff, etc)
  • Travel time between sites
  • Efficiencies of scale (single GI vs. a cluster of GI)
  • Equipment needed

Preventative maintenance is key to minimizing major costs associated with repairs. A general rule of thumb for annual GI maintenance is 3%-6% (Clary, 2017). Maintenance costs may be higher the first few years, while plants are being established or modifications to the design are required. Sediment removal may also be the most costly maintenance activity. A 2015 report by E2 Storm Project in Europe recently estimated maintenance costs to be between $41 and $72 per cubic foot of storage based on case studies, including those from the United States (Torres, 2015).

Useful Resources

Additional Detailed O&M Information

Case Studies

Maintenance Training Documents and Videos