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Infiltration trenches and basins are designed to infiltrate runoff and remove pollutants from the surface water stream through attenuation in soil or media or transport into underlying groundwater at concentrations below drinking water standards. It is difficult to assess the performance of these BMPs, although considering only potential impacts to surface waters, a properly functioning infiltration system is considered to be highly performing.
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[[File:Pdf image.png|100px|thumb|alt=pdf image|<font size=3>[https://stormwater.pca.state.mn.us/index.php?title=File:Assessing_the_performance_of_infiltration_-_Minnesota_Stormwater_Manual_May_2022.pdf Download pdf]</font size>]]
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[[File:General information page image.png|right|100px|alt=image]]
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[[File:Bioretention filled.png|thumb|300px|alt=photo of bioretention with water|<font size=3>A properly functioning bioinfiltration practice should drain within 48 hours of a runoff event</font size>]]
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{{alert|Infiltration practices can be an important tool for retention and detention of stormwater runoff and treatment of pollutants in stormwater runoff. If the practice utilizes vegetation, additional benefits may include cleaner air, carbon sequestration, improved biological habitat, and aesthetic value.|alert-success}}
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Infiltration trenches and <span title="Infiltration basins, infiltration trenches, dry wells, and underground infiltration systems capture and temporarily store stormwater before allowing it to infiltrate into the soil. As the stormwater penetrates the underlying soil, chemical, biological and physical processes remove pollutants and delay peak stormwater flows."> [https://stormwater.pca.state.mn.us/index.php?title=Infiltration '''infiltration basins''']</span> are designed to infiltrate runoff and remove pollutants from the surface water stream through attenuation in soil or media or transport into underlying groundwater at concentrations below drinking water standards. It is difficult to assess the performance of these BMPs, although considering only potential impacts to surface waters, a properly functioning <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> system is considered to be highly performing.
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Performance of an infiltration BMP is determined by the length of time needed for captured water to infiltrate. This time is called the drawdown time or period of inundation. The drawdown time is typically 48 hours, meaning water captured by an infiltration BMP should completely infiltrate into the underlying soil or media within 48 hours.
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Note: experience has demonstrated that, although the drawdown period is 48 hours, there is often some residual water pooled in the infiltration practice after 48 hours. This residual water may be associated with reduced head, water gathered in depressions within the practice, water trapped by vegetation, and so on. The drawdown period is therefore defined as the time from the high water level in the practice to 1 to 2 inches above the bottom of the facility. This criterion was established to provide the following: wet-dry cycling between rainfall events; unsuitable mosquito breeding habitat; suitable habitat for vegetation; aerobic conditions; and storage for back-to-back precipitation events. This time period has also been called the period of inundation.
  
 
An [http://stormwaterbook.safl.umn.edu/ online manual] for assessing BMP treatment performance was developed in 2010 by Andrew Erickson, Peter Weiss, and John Gulliver from the University of Minnesota and St. Anthony Falls Hydraulic Laboratory. The manual advises on a four-level process to assess the performance of a Best Management Practice.
 
An [http://stormwaterbook.safl.umn.edu/ online manual] for assessing BMP treatment performance was developed in 2010 by Andrew Erickson, Peter Weiss, and John Gulliver from the University of Minnesota and St. Anthony Falls Hydraulic Laboratory. The manual advises on a four-level process to assess the performance of a Best Management Practice.
*Level 1: Visual Inspection. This includes assessments for [http://stormwaterbook.safl.umn.edu/infiltration-practices/visual-inspection-infiltration-practices infiltration practices] and for [http://stormwaterbook.safl.umn.edu/filtration-practices/visual-inspection-filtration-practices filtration practices]. The website includes links to a downloadable checklist.
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*Level 1: [https://stormwaterbook.safl.umn.edu/assessment-programs/visual-inspection Visual Inspection]. This includes assessments for infiltration practices and for [http://stormwaterbook.safl.umn.edu/filtration-practices/visual-inspection-filtration-practices filtration practices]. The website includes links to a downloadable checklist.
*Level 2: Capacity Testing. Level 2 testing can be applied to both [http://stormwaterbook.safl.umn.edu/infiltration-practices/capacity-testing-infiltration-practices infiltration] and [http://stormwaterbook.safl.umn.edu/filtration-practices/capacity-testing-filtration-practices filtration] practices.
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*Level 2: [https://stormwaterbook.safl.umn.edu/assessment-programs/capacity-testing Capacity Testing]. Level 2 testing can be applied to both infiltration and filtration practices.
*Level 3: Synthetic Runoff Testing for [http://stormwaterbook.safl.umn.edu/infiltration-practices/synthetic-runoff-testing-infiltration-practices infiltration] and [http://stormwaterbook.safl.umn.edu/filtration-practices/synthetic-runoff-testing-filtration-practices filtration] practices. Synthetic runoff test results can be used to develop an accurate characterization of pollutant retention or removal, but can be limited by the need for an available water volume and discharge.
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*Level 3: [https://stormwaterbook.safl.umn.edu/assessment-programs/synthetic-runoff-testing Synthetic Runoff Testing] for infiltration and filtration practices. Synthetic runoff test results can be used to develop an accurate characterization of pollutant retention or removal, but can be limited by the need for an available water volume and discharge.
*Level 4: Monitoring for [http://stormwaterbook.safl.umn.edu/infiltration-practices/monitoring-infiltration-practices infiltration] or [http://stormwaterbook.safl.umn.edu/filtration-practices/monitoring-filtration-practices filtration] practices
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*Level 4: [https://stormwaterbook.safl.umn.edu/assessment-programs/monitoring Monitoring for infiltration] or filtration practices
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Level 1 activities do not produce numerical performance data that could be used to obtain a stormwater management <span title="The stormwater runoff volume or pollutant reduction achieved toward meeting a runoff volume or water quality goal."> [https://stormwater.pca.state.mn.us/index.php?title=Overview_of_stormwater_credits '''credit (stormwater credit)''']</span>.  BMP owners and operators who are interested in using data obtained from Levels 2 and 3 should consult with the MPCA or other regulatory agency to determine if the results are appropriate for credit calculations.  Level 4, monitoring, is the method most frequently used for assessment of the performance of a BMP.
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The adjacent table summarizes the four levels of assessment.
  
Level 1 activities do not produce numerical performance data that could be used to obtain a stormwater management credit.  BMP owners and operators who are interested in using data obtained from Levels 2 and 3 should consult with the MPCA or other regulatory agency to determine if the results are appropriate for credit calculations.  Level 4, Monitoring, is the method most frequently used for assessment of the performance of a BMP.
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{{:Levels of assessment for stormwater best management practices (stormwater control measures)}}
  
 
Use these links to obtain detailed information on the following topics related to BMP performance monitoring:
 
Use these links to obtain detailed information on the following topics related to BMP performance monitoring:
 
*[http://stormwaterbook.safl.umn.edu/developing-assessment-program Developing an Assessment Program]
 
*[http://stormwaterbook.safl.umn.edu/developing-assessment-program Developing an Assessment Program]
*[http://stormwaterbook.safl.umn.edu/developing-assessment-program/water-budget-measurement Water Budget Measurement]
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*[https://stormwaterbook.safl.umn.edu/water-budget-measurement Water Budget Measurement]
*[http://stormwaterbook.safl.umn.edu/developing-assessment-program/sampling-methods Sampling Methods]
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*[https://stormwaterbook.safl.umn.edu/sampling-methods Sampling Methods]
*[http://stormwaterbook.safl.umn.edu/developing-assessment-program/analysis-water-and-soils Analysis of Water and Soils]
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*[https://stormwaterbook.safl.umn.edu/analysis-water-and-soils Analysis of Water and Soils]
*[http://stormwaterbook.safl.umn.edu/developing-assessment-program/analysis-water-and-soils Data Analysis for Monitoring]
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*[https://stormwaterbook.safl.umn.edu/data-analysis Data Analysis for Monitoring]
  
 
Additional information on designing a monitoring network and performing field monitoring are found at [http://stormwater.pca.state.mn.us/index.php/Calculating_credits_for_bioretention#Credits_based_on_field_monitoring this link].
 
Additional information on designing a monitoring network and performing field monitoring are found at [http://stormwater.pca.state.mn.us/index.php/Calculating_credits_for_bioretention#Credits_based_on_field_monitoring this link].
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*Cold climate considerations for infiltration practices - See [http://stormwater.pca.state.mn.us/index.php/Cold_climate_impact_on_runoff_management#Infiltration], [http://stormwater.pca.state.mn.us/index.php/Cold_climate_impact_on_runoff_management#Infiltration_practices]
 
*Cold climate considerations for infiltration practices - See [http://stormwater.pca.state.mn.us/index.php/Cold_climate_impact_on_runoff_management#Infiltration], [http://stormwater.pca.state.mn.us/index.php/Cold_climate_impact_on_runoff_management#Infiltration_practices]
  
[[Category:Assessing performance]]
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[[Category:Level 3 - Best management practices/Specifications and details/Assessing performance]]
[[Category:Infiltration practices]]
 
 
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Latest revision as of 15:32, 27 December 2022

image
photo of bioretention with water
A properly functioning bioinfiltration practice should drain within 48 hours of a runoff event
Green Infrastructure: Infiltration practices can be an important tool for retention and detention of stormwater runoff and treatment of pollutants in stormwater runoff. If the practice utilizes vegetation, additional benefits may include cleaner air, carbon sequestration, improved biological habitat, and aesthetic value.

Infiltration trenches and infiltration basins are designed to infiltrate runoff and remove pollutants from the surface water stream through attenuation in soil or media or transport into underlying groundwater at concentrations below drinking water standards. It is difficult to assess the performance of these BMPs, although considering only potential impacts to surface waters, a properly functioning infiltration system is considered to be highly performing.

Performance of an infiltration BMP is determined by the length of time needed for captured water to infiltrate. This time is called the drawdown time or period of inundation. The drawdown time is typically 48 hours, meaning water captured by an infiltration BMP should completely infiltrate into the underlying soil or media within 48 hours.

Note: experience has demonstrated that, although the drawdown period is 48 hours, there is often some residual water pooled in the infiltration practice after 48 hours. This residual water may be associated with reduced head, water gathered in depressions within the practice, water trapped by vegetation, and so on. The drawdown period is therefore defined as the time from the high water level in the practice to 1 to 2 inches above the bottom of the facility. This criterion was established to provide the following: wet-dry cycling between rainfall events; unsuitable mosquito breeding habitat; suitable habitat for vegetation; aerobic conditions; and storage for back-to-back precipitation events. This time period has also been called the period of inundation.

An online manual for assessing BMP treatment performance was developed in 2010 by Andrew Erickson, Peter Weiss, and John Gulliver from the University of Minnesota and St. Anthony Falls Hydraulic Laboratory. The manual advises on a four-level process to assess the performance of a Best Management Practice.

  • Level 1: Visual Inspection. This includes assessments for infiltration practices and for filtration practices. The website includes links to a downloadable checklist.
  • Level 2: Capacity Testing. Level 2 testing can be applied to both infiltration and filtration practices.
  • Level 3: Synthetic Runoff Testing for infiltration and filtration practices. Synthetic runoff test results can be used to develop an accurate characterization of pollutant retention or removal, but can be limited by the need for an available water volume and discharge.
  • Level 4: Monitoring for infiltration or filtration practices

Level 1 activities do not produce numerical performance data that could be used to obtain a stormwater management credit (stormwater credit). BMP owners and operators who are interested in using data obtained from Levels 2 and 3 should consult with the MPCA or other regulatory agency to determine if the results are appropriate for credit calculations. Level 4, monitoring, is the method most frequently used for assessment of the performance of a BMP.

The adjacent table summarizes the four levels of assessment.

Levels of assessment for stormwater best management practices (stormwater control measures)
Link to this table

Level Title Objectives Relative Typical elapsed time Advantages Disadvantages
1 Visual Inspection Determine if stormwater BMP is malfunctioning 1 1 day Quick, inexpensive Limited knowledge gained
2 Capacity testing Determine infiltration or sedimentation capacity and rates 10 1 week Less expensive, no equipment left in field Limited to infiltration and sedimentation capacity/rates, uncertainties can be substantial
3 Simulated runoff testing Determine infiltration rates, capacity, and pollutant removal performance 10-100 1 week to 1 month Controlled experiments, more accurate with fewer tests required for statistical significance as compared to monitoring, no equipment left in field Cannot be used without sufficient water supply, limited scope
4 Monitoring Determine infiltration rates, capacity, and pollutant removal performance 400 14 months Most comprehensive. Assess stormwater BMP within watershed without modeling Uncertainty in results due to lack of control and number of variables, equipment left in field


Use these links to obtain detailed information on the following topics related to BMP performance monitoring:

Additional information on designing a monitoring network and performing field monitoring are found at this link.


Related pages

This page was last edited on 27 December 2022, at 15:32.