Difference between revisions of "Summary of suggested stormwater criteria for MN receiving waters"
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| − | + | <font size=3>'''Summary of suggested stormwater criteria for MN receiving waters'''</font size><br> | |
| − | + | Link to this [[Summary of suggested stormwater criteria for MN receiving waters|table]] | |
| − | Link to this [[Summary of suggested stormwater criteria for MN receiving waters|table]] | ||
<table class="sortable"> | <table class="sortable"> | ||
<tr> | <tr> | ||
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<td>'''Most-Sensitive Lakes'''</td> | <td>'''Most-Sensitive Lakes'''</td> | ||
<td> | <td> | ||
| − | '''Recharge (V<sub>re</sub>):''' ''HIGHLY RECOMMENDED'' if lake is fully or partially ground water dependent Water Quality (Vwq): Site-Based Phosphorus Load Reduction: To apply this ''HIGHLY | + | '''Recharge (V<sub>re</sub>):''' ''HIGHLY RECOMMENDED'' if lake is fully or partially ground water dependent Water Quality (Vwq): Site-Based Phosphorus Load Reduction: To apply this ''HIGHLY RECOMMENDED'' criteria for the most sensitive lakes, a manager would compute pre- and post-development phosphorus load at the development site using Simple Method, P8, SLAMM or an equivalent water quality model. A TP load reduction is then calculated for the site based on a range of no change to a 25% reduction in post-development load, if additional load reduction is warranted. Designers document load reduction achieved using a list of BMP removal efficiencies. If on-site compliance is not possible, an offset fee can be charged which is equivalent to cost of removing similar mass of phosphorus elsewhere in the watershed. The offset may be applied at time of permit application in the form of bond held by the issuing agency |
| + | |||
'''Channel Protection (V<sub>cp</sub>):''' ''HIGHLY RECOMMENDED'' if site drains to tributary stream to a lake</td> | '''Channel Protection (V<sub>cp</sub>):''' ''HIGHLY RECOMMENDED'' if site drains to tributary stream to a lake</td> | ||
</tr> | </tr> | ||
| Line 17: | Line 17: | ||
<td> | <td> | ||
'''Recharge (V<sub>re</sub>):''' ''HIGHLY RECOMMENDED'' if lake is fully or partially ground water dependent | '''Recharge (V<sub>re</sub>):''' ''HIGHLY RECOMMENDED'' if lake is fully or partially ground water dependent | ||
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'''Water Quality (V<sub>wq</sub>):''' Increased Water Quality Sizing: ''RECOMMEND MPCA'' pond rule 2 or 4 for “special waters”, depending on the BMP used. For sites with more than 30% Site IC, the Walker Rule (Section IX) presents another option that will result in similar TP removal | '''Water Quality (V<sub>wq</sub>):''' Increased Water Quality Sizing: ''RECOMMEND MPCA'' pond rule 2 or 4 for “special waters”, depending on the BMP used. For sites with more than 30% Site IC, the Walker Rule (Section IX) presents another option that will result in similar TP removal | ||
| + | |||
'''Shorter BMP List:''' Only BMP designs or combination with a TP removal capability exceeding 50% should be used | '''Shorter BMP List:''' Only BMP designs or combination with a TP removal capability exceeding 50% should be used | ||
| + | |||
'''Channel Protection (V<sub>cp</sub>):''' ''RECOMMENDED'' if site drains to tributary stream to a lake</td> | '''Channel Protection (V<sub>cp</sub>):''' ''RECOMMENDED'' if site drains to tributary stream to a lake</td> | ||
</tr> | </tr> | ||
| Line 25: | Line 28: | ||
<td> | <td> | ||
'''Recharge (V<sub>re</sub>):''' RECOMMENDED in certain situations | '''Recharge (V<sub>re</sub>):''' RECOMMENDED in certain situations | ||
| + | |||
'''Water Quality (V<sub>wq</sub>):''' RECOMMEND apply MPCA Sizing Rules 2 and 4, depending on BMP used. Comply with SWPPP requirement in CGP, as well as prohibited industrial discharges into infiltration systems. No infiltration of stormwater without pre-treatment. If site is designated as a potential stormwater hotspot, no infiltration of runoff should be allowed. Special precautions are advised for karst areas.</td> | '''Water Quality (V<sub>wq</sub>):''' RECOMMEND apply MPCA Sizing Rules 2 and 4, depending on BMP used. Comply with SWPPP requirement in CGP, as well as prohibited industrial discharges into infiltration systems. No infiltration of stormwater without pre-treatment. If site is designated as a potential stormwater hotspot, no infiltration of runoff should be allowed. Special precautions are advised for karst areas.</td> | ||
</tr> | </tr> | ||
<tr> | <tr> | ||
| − | <td>Surface Water Drinking Supplies</td> | + | <td>'''Surface Water Drinking Supplies'''</td> |
<td> | <td> | ||
'''Recharge (V<sub>re</sub>):''' ''RECOMMENDED'' for watersheds, with caution for ground water functioning as a surface water source | '''Recharge (V<sub>re</sub>):''' ''RECOMMENDED'' for watersheds, with caution for ground water functioning as a surface water source | ||
| + | |||
'''Water Quality (V<sub>wq</sub>):''' ''RECOMMEND'' apply the same sizing criteria as Sensitive Lakes | '''Water Quality (V<sub>wq</sub>):''' ''RECOMMEND'' apply the same sizing criteria as Sensitive Lakes | ||
Comply with SWPPP requirement in CGP</td> | Comply with SWPPP requirement in CGP</td> | ||
</tr> | </tr> | ||
<tr> | <tr> | ||
| − | <td>Susceptible Wetlands</td> | + | <td>'''Susceptible Wetlands'''</td> |
<td> | <td> | ||
'''Maintain Wetland Hydroperiods:''' For wetlands identified as HIGHLY or moderately susceptible in Table 10.12, meet the storm bounce and inundation duration limits set forth in Table 10.13. This may be done through infiltration, extended detention, or diversion | '''Maintain Wetland Hydroperiods:''' For wetlands identified as HIGHLY or moderately susceptible in Table 10.12, meet the storm bounce and inundation duration limits set forth in Table 10.13. This may be done through infiltration, extended detention, or diversion | ||
| + | |||
'''Recharge (V<sub>re</sub>):''' ''HIGHLY RECOMMENDED'' | '''Recharge (V<sub>re</sub>):''' ''HIGHLY RECOMMENDED'' | ||
| + | |||
'''Water Quality (V<sub>wq</sub>):''' ''RECOMMEND'' site-based phosphorus load reduction as described for Most Sensitive Lakes to control nutrients. | '''Water Quality (V<sub>wq</sub>):''' ''RECOMMEND'' site-based phosphorus load reduction as described for Most Sensitive Lakes to control nutrients. | ||
| + | |||
'''Channel Protection (V<sub>cp</sub>):''' ''RECOMMENDED'' if channel is direct tributary to the wetland | '''Channel Protection (V<sub>cp</sub>):''' ''RECOMMENDED'' if channel is direct tributary to the wetland | ||
| + | |||
No use of natural wetlands for stormwater treatment ''(REQUIRED)'' | No use of natural wetlands for stormwater treatment ''(REQUIRED)'' | ||
| + | |||
No constrictions at wetland outlets ''(RECOMMENDED)''</td> | No constrictions at wetland outlets ''(RECOMMENDED)''</td> | ||
</tr> | </tr> | ||
<tr> | <tr> | ||
| − | <td>Non-Susceptible Wetlands</td> | + | <td>'''Non-Susceptible Wetlands'''</td> |
<td> | <td> | ||
'''Recharge (V<sub>re</sub>):''' ''RECOMMENDED'' | '''Recharge (V<sub>re</sub>):''' ''RECOMMENDED'' | ||
| + | |||
'''Water Quality (V<sub>wq</sub>):''' No untreated stormwater discharges to wetlands ''(REQUIRED)'' which is operationally defined as providing Vwq via MPCA Rules 1 and 3 | '''Water Quality (V<sub>wq</sub>):''' No untreated stormwater discharges to wetlands ''(REQUIRED)'' which is operationally defined as providing Vwq via MPCA Rules 1 and 3 | ||
| + | |||
'''Channel Protection (V<sub>cp</sub>):''' ''RECOMMENDED'' only if channel is direct tributary to the wetland</td> | '''Channel Protection (V<sub>cp</sub>):''' ''RECOMMENDED'' only if channel is direct tributary to the wetland</td> | ||
</tr> | </tr> | ||
<tr> | <tr> | ||
| − | <td>Impaired Waters for Computable Pollutants</td> | + | <td>'''Impaired Waters for Computable Pollutants'''</td> |
<td> | <td> | ||
'''Water Quality (Vwq):''' If new development site is located in a watershed subject to a TMDL that has no remaining stormwater allocation, designer may need to document no net increase in pollutant load; RECOMMEND using the general method proposed for the Most Sensitive Lakes but using the appropriate pollutant. Currently, sufficient data are only available to perform this calculation for sediment, phosphorus, nitrogen, ammonia, and bacteria | '''Water Quality (Vwq):''' If new development site is located in a watershed subject to a TMDL that has no remaining stormwater allocation, designer may need to document no net increase in pollutant load; RECOMMEND using the general method proposed for the Most Sensitive Lakes but using the appropriate pollutant. Currently, sufficient data are only available to perform this calculation for sediment, phosphorus, nitrogen, ammonia, and bacteria | ||
| + | |||
'''Channel Protection (Vcp):''' ''RECOMMENDED'' when water body impaired for sediment or sediment related pollutant</td> | '''Channel Protection (Vcp):''' ''RECOMMENDED'' when water body impaired for sediment or sediment related pollutant</td> | ||
</tr> | </tr> | ||
<tr> | <tr> | ||
| − | <td>Impaired Waters for Non-Computable Pollutants</td> | + | <td>'''Impaired Waters for Non-Computable Pollutants'''</td> |
<td> | <td> | ||
'''Water Quality (V<sub>wq</sub>):''' For the remaining ten pollutants which may be subject to a TMDL but have no remaining stormwater allocation, designers should satisfy appropriate MPCA sizing rules. | '''Water Quality (V<sub>wq</sub>):''' For the remaining ten pollutants which may be subject to a TMDL but have no remaining stormwater allocation, designers should satisfy appropriate MPCA sizing rules. | ||
| + | |||
'''Channel Protection (V<sub>cp</sub>):''' ''RECOMMENDED'' when water body impaired for sediment related pollutant</td> | '''Channel Protection (V<sub>cp</sub>):''' ''RECOMMENDED'' when water body impaired for sediment related pollutant</td> | ||
</tr> | </tr> | ||
</table> | </table> | ||
| − | < | + | <font size=1><sup>1</sup>''REQUIRED''- CGP requirement<br> |
| − | + | ''HIGHLY RECOMMENDED''- Essential to provide adequate management and good engineering<br> | |
| − | + | ''RECOMMENDED''- Suggested for good management and engineering</font size> | |
| − | [[ | + | <noinclude> |
| + | [[Category:Level 3 - General information, reference, tables, images, and archives/Tables/Unified sizing criteria]] | ||
| + | </noinclude> | ||
Latest revision as of 02:48, 15 December 2022
Summary of suggested stormwater criteria for MN receiving waters
Link to this table
| Group Name | Suggested Stormwater Sizing Criteria1 |
|---|---|
| Most-Sensitive Lakes |
Recharge (Vre): HIGHLY RECOMMENDED if lake is fully or partially ground water dependent Water Quality (Vwq): Site-Based Phosphorus Load Reduction: To apply this HIGHLY RECOMMENDED criteria for the most sensitive lakes, a manager would compute pre- and post-development phosphorus load at the development site using Simple Method, P8, SLAMM or an equivalent water quality model. A TP load reduction is then calculated for the site based on a range of no change to a 25% reduction in post-development load, if additional load reduction is warranted. Designers document load reduction achieved using a list of BMP removal efficiencies. If on-site compliance is not possible, an offset fee can be charged which is equivalent to cost of removing similar mass of phosphorus elsewhere in the watershed. The offset may be applied at time of permit application in the form of bond held by the issuing agency Channel Protection (Vcp): HIGHLY RECOMMENDED if site drains to tributary stream to a lake |
| Sensitive Lakes |
Recharge (Vre): HIGHLY RECOMMENDED if lake is fully or partially ground water dependent Water Quality (Vwq): Increased Water Quality Sizing: RECOMMEND MPCA pond rule 2 or 4 for “special waters”, depending on the BMP used. For sites with more than 30% Site IC, the Walker Rule (Section IX) presents another option that will result in similar TP removal Shorter BMP List: Only BMP designs or combination with a TP removal capability exceeding 50% should be used Channel Protection (Vcp): RECOMMENDED if site drains to tributary stream to a lake |
| Trout Streams |
Recharge (Vre): RECOMMENDED in certain situations Water Quality (Vwq): RECOMMEND apply MPCA Sizing Rules 2 and 4, depending on BMP used. Comply with SWPPP requirement in CGP, as well as prohibited industrial discharges into infiltration systems. No infiltration of stormwater without pre-treatment. If site is designated as a potential stormwater hotspot, no infiltration of runoff should be allowed. Special precautions are advised for karst areas. |
| Surface Water Drinking Supplies |
Recharge (Vre): RECOMMENDED for watersheds, with caution for ground water functioning as a surface water source Water Quality (Vwq): RECOMMEND apply the same sizing criteria as Sensitive Lakes Comply with SWPPP requirement in CGP |
| Susceptible Wetlands |
Maintain Wetland Hydroperiods: For wetlands identified as HIGHLY or moderately susceptible in Table 10.12, meet the storm bounce and inundation duration limits set forth in Table 10.13. This may be done through infiltration, extended detention, or diversion Recharge (Vre): HIGHLY RECOMMENDED Water Quality (Vwq): RECOMMEND site-based phosphorus load reduction as described for Most Sensitive Lakes to control nutrients. Channel Protection (Vcp): RECOMMENDED if channel is direct tributary to the wetland No use of natural wetlands for stormwater treatment (REQUIRED) No constrictions at wetland outlets (RECOMMENDED) |
| Non-Susceptible Wetlands |
Recharge (Vre): RECOMMENDED Water Quality (Vwq): No untreated stormwater discharges to wetlands (REQUIRED) which is operationally defined as providing Vwq via MPCA Rules 1 and 3 Channel Protection (Vcp): RECOMMENDED only if channel is direct tributary to the wetland |
| Impaired Waters for Computable Pollutants |
Water Quality (Vwq): If new development site is located in a watershed subject to a TMDL that has no remaining stormwater allocation, designer may need to document no net increase in pollutant load; RECOMMEND using the general method proposed for the Most Sensitive Lakes but using the appropriate pollutant. Currently, sufficient data are only available to perform this calculation for sediment, phosphorus, nitrogen, ammonia, and bacteria Channel Protection (Vcp): RECOMMENDED when water body impaired for sediment or sediment related pollutant |
| Impaired Waters for Non-Computable Pollutants |
Water Quality (Vwq): For the remaining ten pollutants which may be subject to a TMDL but have no remaining stormwater allocation, designers should satisfy appropriate MPCA sizing rules. Channel Protection (Vcp): RECOMMENDED when water body impaired for sediment related pollutant |
1REQUIRED- CGP requirement
HIGHLY RECOMMENDED- Essential to provide adequate management and good engineering
RECOMMENDED- Suggested for good management and engineering
This page was last edited on 15 December 2022, at 02:48.