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##Guelph permeameter | ##Guelph permeameter | ||
##Soil tensiometer | ##Soil tensiometer | ||
− | #Which of these is not an important reason why we prefer to infiltrate stormwater runoff when it is feasible? | + | #Which of these is typically not an important reason why we prefer to infiltrate stormwater runoff when it is feasible? |
##It provides numerous co-benefits, such as habitat creation and carbon sequestration | ##It provides numerous co-benefits, such as habitat creation and carbon sequestration | ||
##It helps alleviate flood potential for small- and medium-intensity storms | ##It helps alleviate flood potential for small- and medium-intensity storms | ||
##It keeps rain water close to it's source, thus somewhat mimicking natural hydrology | ##It keeps rain water close to it's source, thus somewhat mimicking natural hydrology | ||
##It effectively reduces the potential for many pollutants to reach receiving waters | ##It effectively reduces the potential for many pollutants to reach receiving waters | ||
+ | #True or false: Recent research (e.g. Villanova) indicates that properly designed, constructed, and maintained infiltration practices have, on average, been underdesigned (i.e. they infiltrate less water than expected or designed) | ||
+ | #True or false: Infiltration rates increase with time in a vegetated infiltration practice due to water flow within macropores associated with root channels and invertebrates (e.g. earthworms) | ||
+ | #In applying a field-measured infiltration rate at a site, it is recommended you reduce the measured rate by | ||
+ | ##0 percent | ||
+ | ##10 percent | ||
+ | ##50 percent | ||
+ | ##90 percent | ||
+ | #True or False: If a Soil Survey indicates the soil at your 2 acre site is a sandy loam and you are planning an infiltration practice with a surface area of 7500 square feet, you should take one boring to verify this | ||
Answers | Answers | ||
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#False: The CSW permit specifies infiltration is prohibited when contaminants will be mobilized. If infiltration practices can be located on a site such that contaminants on the site will not be mobilized, infiltration is acceptable. | #False: The CSW permit specifies infiltration is prohibited when contaminants will be mobilized. If infiltration practices can be located on a site such that contaminants on the site will not be mobilized, infiltration is acceptable. | ||
#False: Steady-state infiltration rates are applied in determining soil infiltration rates and feasibility at sites. Infiltration into soil, particularly unsaturated soil, is complex. Put on your physics cap and [https://stormwater.pca.state.mn.us/index.php?title=Soil_hydrologic_properties_and_processes read more here]. | #False: Steady-state infiltration rates are applied in determining soil infiltration rates and feasibility at sites. Infiltration into soil, particularly unsaturated soil, is complex. Put on your physics cap and [https://stormwater.pca.state.mn.us/index.php?title=Soil_hydrologic_properties_and_processes read more here]. | ||
− | + | #d - soil tensiometer. Tensiometers are used to measure soil water (moisture) content. See [[Determining soil infiltration rates]] | |
− | + | #a - This answer is somewhat negotiable, but typically we utilize infiltration for water quality and/or water quantity benefits. Other benefits can be incorporated into a practice, but they rarely are the reason for selecting infiltration at a site. See [[Green Infrastructure benefits of infiltration practices]] | |
+ | #False: Just the opposite. Traditional design has been based on assumed vertical infiltration into underlying soil. Infiltration is three-dimensional and thus also occurs through the sidewalls of a practice. Also, designs in Minnesota assume an infiltration practice instantaneous fills with water. However, infiltration occurs as a practice is filling. This was considered to be offset by water bypassing an infiltration practice during intense rains, but recent data suggests this bypass accounts for a relatively small percentage of annual runoff (perhaps 2% or less). This is another area needing more research. See [https://wrc.umn.edu/events/new-horizon], [https://www.stormh2o.com/home/article/13006510/kerplunk], [https://pubmed.ncbi.nlm.nih.gov/35405544/]. | ||
+ | #We aren't sure. Studies in other situations, such as agricultural and native prairies and forested situations, suggest this is true, but we lack studies for stormwater practices. | ||
+ | #50 percent. It is unclear where this value came from, though Wisconsin has applied reduction factors for many years | ||
+ | #False. Field measurements are recommended. If soil borings are used instead, at least 3 borings are recommended for this project. See [[Recommended number of soil boring, pits, and permeameter tests for bioretention design]]. | ||
==Vegetation quiz== | ==Vegetation quiz== | ||
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##200 microns | ##200 microns | ||
#Based on the first two questions (above), is the following statement accurate? “I put in a pretreatment practice and it is removing 100 pounds of sediment annually. I can therefore claim a 100 pound credit toward my TSS Total Maximum Daily Load.” | #Based on the first two questions (above), is the following statement accurate? “I put in a pretreatment practice and it is removing 100 pounds of sediment annually. I can therefore claim a 100 pound credit toward my TSS Total Maximum Daily Load.” | ||
− | #True or false: Minnesota does not certify specific pretreatment practices, but strongly recommends pretreatment practices be approved through Washington State’s TAPE or New Jersey’s | + | #True or false: Minnesota does not certify specific pretreatment practices, but strongly recommends pretreatment practices be approved through Washington State’s TAPE or New Jersey’s NJDEP programs, or has undergone modeling with SHSAM. |
#Vegetated filter strips are effective pretreatment practices but, like any practice, have limitations. Which of the following is not a limitation for filter strips. | #Vegetated filter strips are effective pretreatment practices but, like any practice, have limitations. Which of the following is not a limitation for filter strips. | ||
##They tend to require more space than other pretreatment practices, which often limits retrofit suitability. | ##They tend to require more space than other pretreatment practices, which often limits retrofit suitability. | ||
##They are not easily accessible which makes maintenance more difficult. | ##They are not easily accessible which makes maintenance more difficult. | ||
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##During winter months, they will become frozen and covered by ice and snow to some extent, which diminishes their effectiveness if flows become channelized. | ##During winter months, they will become frozen and covered by ice and snow to some extent, which diminishes their effectiveness if flows become channelized. | ||
#In general, which type of device is most suitable for ultra-urban settings? | #In general, which type of device is most suitable for ultra-urban settings? | ||
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#True or false: <span title="Pretreatment reduces maintenance and prolongs the lifespan of structural stormwater BMPs by removing trash, debris, organic materials, coarse sediments, and associated pollutants prior to entering structural stormwater BMPs. Implementing pretreatment devices also improves aesthetics by capturing debris in focused or hidden areas. Pretreatment practices include settling devices, screens, and pretreatment vegetated filter strips."> [https://stormwater.pca.state.mn.us/index.php?title=Pretreatment '''Pretreatment''']</span> practices should be installed prior to constructing the permanent BMP | #True or false: <span title="Pretreatment reduces maintenance and prolongs the lifespan of structural stormwater BMPs by removing trash, debris, organic materials, coarse sediments, and associated pollutants prior to entering structural stormwater BMPs. Implementing pretreatment devices also improves aesthetics by capturing debris in focused or hidden areas. Pretreatment practices include settling devices, screens, and pretreatment vegetated filter strips."> [https://stormwater.pca.state.mn.us/index.php?title=Pretreatment '''Pretreatment''']</span> practices should be installed prior to constructing the permanent BMP | ||
#True or false: The <span title="The total drainage area, including pervious and impervious surfaces, contributing to a BMP"> '''[https://stormwater.pca.state.mn.us/index.php?title=Contributing_drainage_area_to_stormwater_BMPs contributing drainage area]'''</span> to a BMP is the total impervious and pervious area contributing runoff to the BMP | #True or false: The <span title="The total drainage area, including pervious and impervious surfaces, contributing to a BMP"> '''[https://stormwater.pca.state.mn.us/index.php?title=Contributing_drainage_area_to_stormwater_BMPs contributing drainage area]'''</span> to a BMP is the total impervious and pervious area contributing runoff to the BMP | ||
− | |||
#Why are design phase O&M considerations recommended? | #Why are design phase O&M considerations recommended? | ||
#What is the recommended frequency for vacuuming of permeable pavement? | #What is the recommended frequency for vacuuming of permeable pavement? | ||
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#True. <span title="Pretreatment reduces maintenance and prolongs the lifespan of structural stormwater BMPs by removing trash, debris, organic materials, coarse sediments, and associated pollutants prior to entering structural stormwater BMPs. Implementing pretreatment devices also improves aesthetics by capturing debris in focused or hidden areas. Pretreatment practices include settling devices, screens, and pretreatment vegetated filter strips."> [https://stormwater.pca.state.mn.us/index.php?title=Pretreatment '''Pretreatment''']</span> practices can provide protection of the post-construction practice while it is being constructed. Pretreatment practices must be regularly maintained. | #True. <span title="Pretreatment reduces maintenance and prolongs the lifespan of structural stormwater BMPs by removing trash, debris, organic materials, coarse sediments, and associated pollutants prior to entering structural stormwater BMPs. Implementing pretreatment devices also improves aesthetics by capturing debris in focused or hidden areas. Pretreatment practices include settling devices, screens, and pretreatment vegetated filter strips."> [https://stormwater.pca.state.mn.us/index.php?title=Pretreatment '''Pretreatment''']</span> practices can provide protection of the post-construction practice while it is being constructed. Pretreatment practices must be regularly maintained. | ||
#True, the contributing drainage area includes impervious and pervious areas draining to a practice. [https://stormwater.pca.state.mn.us/index.php?title=Contributing_drainage_area_to_stormwater_BMPs Link here]. | #True, the contributing drainage area includes impervious and pervious areas draining to a practice. [https://stormwater.pca.state.mn.us/index.php?title=Contributing_drainage_area_to_stormwater_BMPs Link here]. | ||
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#Considering operation and maintenance in the design phase can prevent or minimize O&M issues once the practice is constructed. Design phase considerations vary with the practice. Examples include ensuring the contributing area is not too large, the proper vegetation is selected, and the proper type and amount of pretreatment is identified. | #Considering operation and maintenance in the design phase can prevent or minimize O&M issues once the practice is constructed. Design phase considerations vary with the practice. Examples include ensuring the contributing area is not too large, the proper vegetation is selected, and the proper type and amount of pretreatment is identified. | ||
#Biannually, in spring and fall | #Biannually, in spring and fall | ||
#(d) A bit of a trick question. Under certain conditions, any of these four can be problematic. However, the primary reason is that mulch clogs inlets, outlets, and pipes. Answer (d) is also the only statement that is not phrased as being always true. | #(d) A bit of a trick question. Under certain conditions, any of these four can be problematic. However, the primary reason is that mulch clogs inlets, outlets, and pipes. Answer (d) is also the only statement that is not phrased as being always true. | ||
#(a) A maintenance agreement is a separate component and not part of the maintenance plan | #(a) A maintenance agreement is a separate component and not part of the maintenance plan | ||
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+ | [[Category:Level 2 - General information, reference, tables, images, and archives/Reference]] |
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This page was last edited on 23 June 2023, at 17:23.