Difference between revisions of "Fact sheet"
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===Description=== | ===Description=== | ||
<p>In general terms, [[Glossary#I|infiltration]] systems can be described as natural or constructed depressions located in permeable soils that capture, store and infiltrate stormwater runoff within 48 hours. These depressions can be located at the surface of the ground (e.g. infiltration basin) or they can be designed as underground facilities (e.g. structural chamber or excavated pit filled with aggregate such as an infiltration trench). Typically, infiltration systems are designed with one or more [[Glossary#P|pre-treatment]] facilities or they are designed as off-line facilities.</p> | <p>In general terms, [[Glossary#I|infiltration]] systems can be described as natural or constructed depressions located in permeable soils that capture, store and infiltrate stormwater runoff within 48 hours. These depressions can be located at the surface of the ground (e.g. infiltration basin) or they can be designed as underground facilities (e.g. structural chamber or excavated pit filled with aggregate such as an infiltration trench). Typically, infiltration systems are designed with one or more [[Glossary#P|pre-treatment]] facilities or they are designed as off-line facilities.</p> | ||
| − | {{alert|[[glossary#I|Infiltration]] systems should be located in permeable soils and a minimum 3-foot distance is ''REQUIRED'' from the bottom of the seasonally high water table, bedrock or other impeding layer per the [http://www.pca.state.mn.us/index.php/water/water-types-and-programs/stormwater/construction-stormwater/index.html Minnesota Pollution Control Agency Construction General Permit (CGP)]]|alert-danger}} | + | {{alert|[[glossary#I|Infiltration]] systems should be located in permeable soils and a minimum 3-foot distance is ''REQUIRED'' from the bottom of the infiltration system to the seasonally high water table, bedrock or other impeding layer per the [http://www.pca.state.mn.us/index.php/water/water-types-and-programs/stormwater/construction-stormwater/index.html Minnesota Pollution Control Agency Construction General Permit (CGP)]]|alert-danger}} |
<p>Dry wells and Trenches should be designed to handle the smaller, more frequent rainfall events. Stormwater associated with the larger rainfall events should bypass these practices by a separate pipe or an overflow device. Infiltration basins and underground infiltration systems should be designed to handle both the [[Glossary#W|water quality volume]] and as the water quantity volume.</p> | <p>Dry wells and Trenches should be designed to handle the smaller, more frequent rainfall events. Stormwater associated with the larger rainfall events should bypass these practices by a separate pipe or an overflow device. Infiltration basins and underground infiltration systems should be designed to handle both the [[Glossary#W|water quality volume]] and as the water quantity volume.</p> | ||
<p>Infiltration systems can be designed to address a number of stormwater management issues including: water quality, stormwater [[Glossary#G|runoff]] reduction, flow attenuation, [[Glossary#T|thermal impacts]] to cold water fisheries, and [[Glossary#G|groundwater]] [[Glossary#R|recharge]].</p> | <p>Infiltration systems can be designed to address a number of stormwater management issues including: water quality, stormwater [[Glossary#G|runoff]] reduction, flow attenuation, [[Glossary#T|thermal impacts]] to cold water fisheries, and [[Glossary#G|groundwater]] [[Glossary#R|recharge]].</p> | ||
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===Maintenance Requirements=== | ===Maintenance Requirements=== | ||
Revision as of 13:52, 31 July 2013
Contents
Infiltration Overview
Natural or constructed depressions located in permeable soils that capture, store and infiltrate the volume of stormwater runoff associated with a particular design event.
Design Criteria:
- Contributing drainage area
- Underlying soil types
- Depth to the water table, bedrock or other impeding layer
- Proximity to buildings, drinking water supplies, Karst features, etc.
- Source of stormwater runoff
Warning: To avoid an infiltration trench being classified as a Class V injection well, it is strongly recommended that the length of the trench be at least 2 times greater than the depth of the trench.
Benefits
- Reduces volume of stormwater runoff
- Increases ground water recharge
- Improves surface water quality
- Provides thermal benefits (e.g. to cold water fisheries)
- Mimics pre-development hydrology
Limitations
- Unusual construction considerations
- Potential for ground water contamination
- Tendency to lose effectiveness over time due to clogging – if not properly constructed or maintained
- Not recommended for areas with steep slopes
- May require landscaping: consideration should be given to periods on inundation and drought
Description
In general terms, infiltration systems can be described as natural or constructed depressions located in permeable soils that capture, store and infiltrate stormwater runoff within 48 hours. These depressions can be located at the surface of the ground (e.g. infiltration basin) or they can be designed as underground facilities (e.g. structural chamber or excavated pit filled with aggregate such as an infiltration trench). Typically, infiltration systems are designed with one or more pre-treatment facilities or they are designed as off-line facilities.
Warning: Infiltration systems should be located in permeable soils and a minimum 3-foot distance is REQUIRED from the bottom of the infiltration system to the seasonally high water table, bedrock or other impeding layer per the Minnesota Pollution Control Agency Construction General Permit (CGP)]
Dry wells and Trenches should be designed to handle the smaller, more frequent rainfall events. Stormwater associated with the larger rainfall events should bypass these practices by a separate pipe or an overflow device. Infiltration basins and underground infiltration systems should be designed to handle both the water quality volume and as the water quantity volume.
Infiltration systems can be designed to address a number of stormwater management issues including: water quality, stormwater runoff reduction, flow attenuation, thermal impacts to cold water fisheries, and groundwater recharge.
Maintenance Requirements
- Establishment of native vegetation may require weeding, watering, pumping, replacement of plants and tree/shrub trimming
- Inspection and removal of sediment accumulation
- Street sweeping of impervious areas adjacent to infiltration practices
- Avoid the application of fertilizer or herbicide in or near infiltration practices
SITE FACTORS
- Max Drainage Areas: Dry Well/ Trench/ Basin = 1/ 5/ 50 Acres
- Max. Site Slope = 20 percent
- Min. Depth to Bedrock = 3 feet
- Min. Depth to Seasonally High Water Table = 3 feet
- NRCS Soil Type *C & D soils have limited infiltration ability but can be used to match predevelopment conditions = A,B,C*,& D
- Freeze/ Thaw Suitability = Poor - Good
- Potential Hotspot Runoff = NO
MANAGEMENT SUITABILITY
- Water Quality (Vwq) = High
- Med. Channel Protection (Vcp)
- Overbank Flood Protection (Vp10) = Low/Med.
- Extreme Flood Protection (Vp100) = Low
- Recharge Volume (Vre) = High
MECHANISMS
- Screening/ Filtration
- Temperature Control
- Transpiration *if vegetated
- Soil Adsorption
- Biological/ Micro. Uptake
POLLUTION REMOVAL*
- Total Suspended Solids (TSS) = 100 percent
- Nutrients - Total Phosphorus/ = 100 percent
- Total Nitrogen = 100 percent
- Metals - Cadmium, Copper, Lead, and Zinc = 100 percent
- Pathogens - Coliform, Streptococci, E. Coli = 100 percent
- Toxins - Hydrocarbon = 100 percent
Pollution removal addresses only the impact on surface water, as there could be some transfer of pollution to the soil layer and groundwater.