(7 intermediate revisions by 2 users not shown) | |||
Line 12: | Line 12: | ||
==Addressing categorical WLAs== | ==Addressing categorical WLAs== | ||
− | Prior to the 2020 MS4 General Permit issuance, it was not necessary to derive an individual waste load allocation (WLA) for a <span title="the amount of a pollutant from both point and nonpoint sources that a waterbody can receive and still meet water quality standards"> [https://stormwater.pca.state.mn.us/index.php?title=Total_Maximum_Daily_Loads_(TMDLs) '''total maximum daily load''']</span> (TMDL) that | + | Prior to the 2020 MS4 General Permit issuance, it was not necessary to derive an individual waste load allocation (WLA) for a <span title="the amount of a pollutant from both point and nonpoint sources that a waterbody can receive and still meet water quality standards"> [https://stormwater.pca.state.mn.us/index.php?title=Total_Maximum_Daily_Loads_(TMDLs) '''total maximum daily load''']</span> (TMDL) that used a categorical <span title="A municipal separate storm sewer system (MS4) is a means of transportation, individually or in a system, (e.g. roads with drainage systems, municipal streets, catch basins, curbs, gutters, ditches, man-made channels, storm drains, etc.) that are: owned or operated by a public entity (e.g. cities, townships, counties, military bases, hospitals, prison complexes, highway departments, universities, etc.) with jurisdiction over disposal of sewage, industrial wastes, stormwater, or other wastes. This includes special districts under State law (sewer, flood control, or drainage districts, etc.), an authorized Indian tribal organization, or a designated and approved management agency under section 208 of the Clean Water Act; designed or used for collecting or transporting stormwater; not a combined sewer; and not part of a publicly owned treatment works."> '''MS4'''</span> (Municipal Separate Storm Sewer System) <span title="the portion of a receiving water's assimilative capacity that is allocated to one of its existing or future point sources of pollution"> '''wasteload allocation'''</span> (WLA), unless a permittee was claiming to meet a categorical WLA. This permit cycle, in order to make a determination as to whether permittees may or may not be meeting a WLA, they may need to derive an individual target load. |
− | Permittees can work together to cumulatively meet required pollutant loads or pollutant load reductions. | + | |
+ | Permittees can work together to cumulatively meet required pollutant loads or pollutant load reductions. | ||
+ | However, if a permittee chooses to derive its own pollutant target, there are several options. This section provides guidance for cumulatively meeting a categorical WLA or deriving an individual target. | ||
===Cumulatively meeting a categorical WLA=== | ===Cumulatively meeting a categorical WLA=== | ||
Line 25: | Line 27: | ||
===Categorical WLAs and the 2020 TMDL Application Form=== | ===Categorical WLAs and the 2020 TMDL Application Form=== | ||
− | ''Option 1:'' Use the percent reduction found in Column I of the Applicable WLAs determination tab as the metric to determine if a WLA is being met or not. (The Simple Estimator provides percent reductions when BMPs are entered). If Column I shows “Insufficient data” or “Not Available” proceed to Option 2, 3 or 4. (If there are multiple flow zones, target the mid-range. See [https://stormwater.pca.state.mn.us/index.php?title=Interpreting_wasteload_allocations_based_on_flow/load_duration_curves Interpreting wasteload allocations based on flow/load duration curves] for more information). | + | ''Option 1:'' Use the '''percent reduction''' found in Column I of the Applicable WLAs determination tab as the metric to determine if a WLA is being met or not. (The Simple Estimator provides percent reductions when BMPs are entered). If Column I shows “Insufficient data” or “Not Available” proceed to Option 2, 3 or 4. (If there are multiple flow zones, target the mid-range. See [https://stormwater.pca.state.mn.us/index.php?title=Interpreting_wasteload_allocations_based_on_flow/load_duration_curves Interpreting wasteload allocations based on flow/load duration curves] for more information). |
+ | |||
+ | ''Option 2:'' Using an '''aggregator''' - All permittees sharing a categorical WLA agree to use an aggregator (watershed district or another permittee who agrees to track BMPS and reductions). Use all BMPS since the baseline year and entire MS4 regulated area as outlined in the TMDL to determine whether they are meeting the WLA as a whole or not. | ||
− | |||
− | |||
If a group of permittees agrees to address a categorical WLA together, they do not need to determine individual target loads. However, they are all equally responsible for items in the compliance schedule. | If a group of permittees agrees to address a categorical WLA together, they do not need to determine individual target loads. However, they are all equally responsible for items in the compliance schedule. | ||
Each permittee stills need to submit their TMDL Application Form. Categorical WLAs that are being addressed as a group should be noted in question 174 of the PDF portion of the application, and the partnerships should be noted in questions 6 and 7 of the PDF portion of the Application. | Each permittee stills need to submit their TMDL Application Form. Categorical WLAs that are being addressed as a group should be noted in question 174 of the PDF portion of the application, and the partnerships should be noted in questions 6 and 7 of the PDF portion of the Application. | ||
Permittees are encouraged to submit additional spreadsheets or documents if that assists in tracking BMP ownership or partnerships. | Permittees are encouraged to submit additional spreadsheets or documents if that assists in tracking BMP ownership or partnerships. | ||
− | ''Option 3:'' Use loading rates found in this spreadsheet. | + | ''Option 3:'' Use '''loading rates''' found in [[Media:MPCA_calculated_loading_rates_for_select_TMDLs_4.6.21.xlsx|this spreadsheet.]] |
− | + | ||
+ | MPCA staff have determined loading rates (lbs/ac/yr) that can be used for the following TMDL projects which did not have percent reductions listed in the TMDL Application Form. | ||
+ | |||
+ | Burandt Lake Excess Nutrients TMDL | ||
+ | |||
+ | Elk River Watershed TMDL | ||
+ | |||
+ | Golden Lake TMDL | ||
+ | |||
+ | Hardwood Creek Impaired Biota and Dissolved Oxygen TMDL | ||
+ | |||
+ | Lower Cannon River Turbidity TMDL | ||
+ | |||
+ | Miss. River - Saint Cloud WRAPS 2009 | ||
+ | |||
+ | South Metro Mississippi TSS TMDL | ||
+ | |||
+ | Twin (Upper, Middle, and Lower) and Ryan Lakes TMDLs | ||
+ | |||
+ | Zumbro River Watershed Turbidity TMDL | ||
− | ''Option 4:'' Permittees individually determine whether they are meeting their portion of the categorical WLA after identifying their target load. (See more information on how to determine this below). | + | ''Option 4:'' Permittees individually determine whether they are meeting their portion of the categorical WLA after identifying their '''target load'''. (See more information on how to determine this below). |
==Determining a target load== | ==Determining a target load== | ||
Line 68: | Line 89: | ||
<li>'''Model approach.''' A MS4 can replicate the model used for the TMDL to determine its current pollutant load. This can be compared to the estimate of current load for all MS4s. The fraction contribution from the MS4 to overall loading is multiplied by the overall MS4 WLA to derive the individual target loads for the MS4. This is a highly technical, high effort endeavor. </li> | <li>'''Model approach.''' A MS4 can replicate the model used for the TMDL to determine its current pollutant load. This can be compared to the estimate of current load for all MS4s. The fraction contribution from the MS4 to overall loading is multiplied by the overall MS4 WLA to derive the individual target loads for the MS4. This is a highly technical, high effort endeavor. </li> | ||
+ | |||
+ | ==How do I know what method was used in the TMDL?== | ||
+ | Every TMDL has a section called ‘wasteload allocation methodology’. That section should describe how the wasteload allocation for point sources such as wastewater treatment facilities, construction and industrial stormwater and MS4s was determined. There should be a subheading specifically discussing the MS4 WLA and which of the above approaches were used to calculate the WLA. This section should also state which permittees were included in the categorical WLA. All of this is necessary information in determining target loads. | ||
+ | ==Other resources== | ||
+ | Before calculating target loads, be sure to check your TMDL’s project page for an Implementation Plan. Many of the early TMDL reports had an associated Implementation Plan that provided target loads as well as suggested BMPs. | ||
+ | |||
+ | To find your TMDL Project page- Enter the name of the TMDL in the search box on [https://www.pca.state.mn.us/water/total-maximum-daily-load-tmdl-projects#approved-78df90ac this page]. | ||
+ | The WRAPS report may also include helpful implementation suggestions. Check your [https://www.pca.state.mn.us/water/watersheds Watershed webpage] to see if a WRAPS report has been completed. | ||
+ | |||
+ | [https://stormwater.pca.state.mn.us/index.php?title=Additional_resources_for_completing_the_TMDL_form#Link_to_TMDL_GIS_Shapefiles Available GIS files] | ||
+ | |||
+ | [[Category:Level 3 - Regulatory/Municipal (MS4)/TMDLs]] |
Many total maximum daily loads (TMDLs) lump multiple wasteload allocations (WLA) for MS4 permittees into a single WLA. This single WLA is called a categorical WLA. This page provides guidance to MS4 permittees for interpreting categorical WLAs.
The primary advantage of a categorical WLA is that it provides a single value that all permitted MS4s can work toward achieving. This provides greater opportunity to implement pollution reduction practices efficiently. Examples include the following.
Categorical WLAs have disadvantages.
Prior to the 2020 MS4 General Permit issuance, it was not necessary to derive an individual waste load allocation (WLA) for a total maximum daily load (TMDL) that used a categorical MS4 (Municipal Separate Storm Sewer System) wasteload allocation (WLA), unless a permittee was claiming to meet a categorical WLA. This permit cycle, in order to make a determination as to whether permittees may or may not be meeting a WLA, they may need to derive an individual target load.
Permittees can work together to cumulatively meet required pollutant loads or pollutant load reductions. However, if a permittee chooses to derive its own pollutant target, there are several options. This section provides guidance for cumulatively meeting a categorical WLA or deriving an individual target.
Permittees can work together to meet a categorical WLA. This is a favored approach if the following conditions exist.
In Figure 1, two cities work cooperatively to implement two BMPs close to the impaired water, where they are most effective. Both cities can apply the reductions toward their permit requirements provided the permittees mutually agree to do this.
Option 1: Use the percent reduction found in Column I of the Applicable WLAs determination tab as the metric to determine if a WLA is being met or not. (The Simple Estimator provides percent reductions when BMPs are entered). If Column I shows “Insufficient data” or “Not Available” proceed to Option 2, 3 or 4. (If there are multiple flow zones, target the mid-range. See Interpreting wasteload allocations based on flow/load duration curves for more information).
Option 2: Using an aggregator - All permittees sharing a categorical WLA agree to use an aggregator (watershed district or another permittee who agrees to track BMPS and reductions). Use all BMPS since the baseline year and entire MS4 regulated area as outlined in the TMDL to determine whether they are meeting the WLA as a whole or not.
If a group of permittees agrees to address a categorical WLA together, they do not need to determine individual target loads. However, they are all equally responsible for items in the compliance schedule. Each permittee stills need to submit their TMDL Application Form. Categorical WLAs that are being addressed as a group should be noted in question 174 of the PDF portion of the application, and the partnerships should be noted in questions 6 and 7 of the PDF portion of the Application. Permittees are encouraged to submit additional spreadsheets or documents if that assists in tracking BMP ownership or partnerships.
Option 3: Use loading rates found in this spreadsheet.
MPCA staff have determined loading rates (lbs/ac/yr) that can be used for the following TMDL projects which did not have percent reductions listed in the TMDL Application Form.
Burandt Lake Excess Nutrients TMDL
Elk River Watershed TMDL
Golden Lake TMDL
Hardwood Creek Impaired Biota and Dissolved Oxygen TMDL
Lower Cannon River Turbidity TMDL
Miss. River - Saint Cloud WRAPS 2009
South Metro Mississippi TSS TMDL
Twin (Upper, Middle, and Lower) and Ryan Lakes TMDLs
Zumbro River Watershed Turbidity TMDL
Option 4: Permittees individually determine whether they are meeting their portion of the categorical WLA after identifying their target load. (See more information on how to determine this below).
If a permittee is part of a categorical WLA but wants an individual target load, there are several methods to calculate the target load. Permittee's should reference the wasteload allocation methodology section of the associated TMDL report in order to figure out how to derive their target load. Note that target loads are not approved WLAs. Permittees should consult the MPCA when developing target loads. The MPCA has geographic information systems (GIS) TMDL project area shape files that could be useful in estimating an MS4's portion of the categorical WLA. Available GIS files can be found here. The following approaches explain different methodologies that might be referenced in a TMDL report.
Waterbody | MS4 Name | MS4 ID Number | MS4 Area within the contributing watershed (acres) |
---|---|---|---|
Bennett Lake | City of Roseville | MS400047 | 632 |
Ramsey County | MS400191 | 45 | |
MnDOT Metro District | MS400170 | 55 |
Figure 3 shows that the total WLA minus the WLA for construction and industrial stormwater is 21.7 lbs/yr. According to the table above, Roseville is 86% of the total MS4 area and Ramsey County is 6%, Roseville could assume their MS4 is 86% of the total WLA, so their individual allocation would be estimated to be 18.7 lbs/yr and Ramsey County's estimated WLA would be 1.3 lbs/yr. MnDOT already has an individual allocation of 1.6 lbs/yr.
If this information is not readily available, MPCA Stormwater staff can assist with determining the areas for each MS4 in the watershed area of the TMDL.
Every TMDL has a section called ‘wasteload allocation methodology’. That section should describe how the wasteload allocation for point sources such as wastewater treatment facilities, construction and industrial stormwater and MS4s was determined. There should be a subheading specifically discussing the MS4 WLA and which of the above approaches were used to calculate the WLA. This section should also state which permittees were included in the categorical WLA. All of this is necessary information in determining target loads.
Before calculating target loads, be sure to check your TMDL’s project page for an Implementation Plan. Many of the early TMDL reports had an associated Implementation Plan that provided target loads as well as suggested BMPs.
To find your TMDL Project page- Enter the name of the TMDL in the search box on this page. The WRAPS report may also include helpful implementation suggestions. Check your Watershed webpage to see if a WRAPS report has been completed.
This page was last edited on 23 January 2023, at 14:31.