MPCA is preparing a series of modules designed to address a variety of stormwater topics. Modules 4.1, 4.2 and 4.3 address the 3rd requirement stated above.
Modules 4.1, 4.2 and 4.3 are for stormwater staff, TMDL staff, or stakeholders involved in development of TMDLs that involve a permitted stormwater component. The modules present information on a variety of policy issues that impact development of a TMDL and subsequent activities by regulated stormwater entities in response to the TMDL. Prior to viewing the material in this module, material in Stormwater module 1, Stormwater Overview, and TMDL module 1, TMDL Overview, should be understood.
The learning objectives for Modules 4.1, 4.2 and 4.3 include the following:
The following document provides a discussion of issues related to setting wasteload allocations for permitted stormwater and to implementing activities to address a stormwater wasteload allocation. Several recommendations are presented. In some cases, these recommendations are developed as policy to be implemented in developing TMDLs that include a stormwater component.
The Federal National Pollutant Discharge Elimination System (NPDES) was mandated by Congress under the Clean Water Act. Many activities are regulated under the NPDES Program, including confined animal feeding operations (CAFO), combined sewer overflows (CSO), sanitary sewer overflows (SSO), and stormwater. Stormwater can further be divided into three permit areas – construction activities, industrial activities, and municipal activities. Minnesota regulates the disposal of stormwater through State Disposal System (SDS) permits. The MPCA issues combined NPDES/SDS permits for construction sites, industrial facilities and municipal separate storm sewer systems (MS4s).
Each of the three stormwater permitting programs has a general permit. Individual permits may also be issued within each program.
Under the Phase I construction permit, operators of large construction activity resulting in the disturbance of five or more acres of land are required to obtain general permit coverage. Phase II includes small construction activity that results in the disturbance of equal to or greater than one acre, or less than one acre if that activity is part of a "larger common plan of development or sale". Owners and operators of projects meeting the above criteria must obtain permit coverage and implement practices to minimize pollutant runoff from construction sites. Permits may also be required for activity disturbing less than one acre but deemed by MPCA to represent a risk to water resources. The current general construction permit was issued August 1, 2003. The construction permit is applied statewide, except for Tribal areas. For example, some feedlot activities require permit coverage. For more information, see .
Public and private operators of industrial facilities included in one of the 11 categories of industrial activity defined in the federal regulations by an industry's Standard Industrial Classification (SIC) code or a narrative description of the activity found at the industrial site are required to apply for a permit. A facility may be eligible for a conditional no-exposure exclusion from permitting provided their industrial materials and activities are entirely sheltered from storm water. The federal regulations can be found at 40 CFR 122.26 (b)(14)(i)-(xi). For more information, see .
A municipal separate storm sewer system is a conveyance or system of conveyances (roads with drainage systems, municipal streets, catch basins, curbs, gutters, ditches, man-made channels, storm drains):
Not all MS4s require permit coverage. The cities of Minneapolis and St. Paul are Phase 1 permittees and require individual permits. The remaining regulated MS4s are Phase 2 permittees and are either mandatory or designated. Mandatory MS4s occur in urbanized areas as defined by the 2010 Census. An "urbanized area" is a land area comprising one or more places (“central places”) and the adjacent densely settled surrounding area (“urban fringe”) that together have a residential population of at least 50,000 and a density of at least 1,000 people per square mile. The definition also includes any other public storm sewer system located fully or partially within an urbanized area. For example, the University of Minnesota Twin City campus is a mandatory MS4 because it operates a conveyance system and is part of an urban area. There are 212 mandatory MS4s in eight urban areas in Minnesota.
MS4s outside of urbanized areas that have been designated by the MPCA for permit coverage include cities and townships with a population of at least 10,000 and cities and townships with a population of at least 5,000 and discharging or the potential to discharge to valuable or polluted waters. These designated MS4s are required to obtain permit coverage by February 15, 2007. For more information see .
Although this document focuses on TMDL language, it is important to understand permit language that pertains to impaired waters and TMDLs. TMDL language must be written in a manner that is consistent with permit language and requirements. This section provides a summary of permit language. Permits can be found on MPCA’s Stormwater website ().
The 2013 construction general permit contains language that addresses impaired waters for which TMDLs have or have not been completed and approved by the United States Environmental Protection Agency (US EPA). The permit can be found at .
WLAs for construction stormwater should be determined when the pollutant or stressor for the impairment is phosphorus (nutrient eutrophication biological indicators), turbidity, dissolved oxygen, or biotic impairment (fish bioassessment, aquatic plant bioassessment and aquatic macroinvertebrate bioassessment). Construction activities that occur within one mile of an impaired water must comply with the additional BMPs described in Appendix A of the permit. This requirement exists for impaired waters with or without a US EPA-approved WLA for construction stormwater. If a US EPA-approved TMDL contains a WLA for construction stormwater and the TMDL describes additional BMPs needed to meet the TMDL, then the permittee must comply with these additional BMPs. The additional requirements can be extended beyond the one mile distance.
The 2013 issuance of the municipal (MS4) permit provides language for discharges to impaired waters with a USEPA-Approved TMDL that includes an applicable WLA. The MS4 permit requires a Stormwater Pollution Prevention Program (SWPPP). As a part of the SWPPP document, permittees are required to address all WLAs in TMDLs approved prior to the effective date of the permit (August 1, 2013). In doing so, they must determine if they are currently meeting their WLA(s). If the WLA is not being achieved at the time of application, a compliance schedule is required that includes interim milestones, expressed as best management practices (BMPs), that will be implemented over the current five-year permit term to reduce loading of the pollutant of concern in the TMDL. Additionally, a long-term implementation strategy and target date for fully meeting the WLA must be included.
The permit also contains language requiring permittees to demonstrate continuing progress toward meeting each applicable WLA approved prior to the effective date of the permit. This will come in the form of annual reporting on the interim milestones described in the compliance schedule of the SWPPP application. The report will be completed on a form provided by the commissioner and include the following:
MPCA’s Stormwater Program has developed maps to assist MS4s with identifying impaired waters to which the MS4 discharges. The same may eventually be done for approved TMDLs. One concern is the search criteria are restricted to selected water and downstream waters are difficult to identify. For example, a city such as Minnetonka discharges to Minnehaha Creek, which discharges to the Mississippi River, which could have an impact on Lake Pepin, which is impaired for sediment and nutrients (phosphorus).
MPCA has developed guidance for MS4s to use when interpreting the permit ()(I believe this document is outdated). Although the guidance covers the entire permit, there are sections that focus on impaired waters and TMDLs.
It is important to provide language in a TMDL that can be supported with the permit. The potential issues can be roughly divided into setting and achieving wasteload allocations. Prior to discussing these, it is important to understand certain aspects of TMDLs.
A total maximum daily load (TMDL) is the amount of pollutant loading that can occur and have a water body meet water quality standards. A TMDL may be written as an equation which allocates pollutant loading to four separate categories,
TMDL = WLA + LA + MOS + RC
where WLA is wasteload allocation, LA is load allocation, MOS is margin of safety, and RC is reserve capacity. WLA includes pollutant loading from sources covered by a NPDES permit (often called point sources), LA includes sources not covered by a NPDES permit (often called nonpoint sources), MOS accounts for uncertainty in the estimates of WLA and LA, and RC allows for future growth.
In addition to pollutant loads, a TMDL must include additional information. Items of greatest interest for permitted stormwater are methods for calculating WLA, reasonable assurances, monitoring, and implementation (which includes timelines). Generally, models are used to calculate pollutant loads. Reasonable assurance language in the TMDL includes guarantees that the pollutant loads are achievable. Language on monitoring provides a general overview of how the TMDL will be tracked. Detailed language on monitoring is often deferred to the TMDL Implementation Plan. Implementation language provides a general overview of how the TMDL loads will be achieved and what the timelines are for meeting the TMDL requirements. The Implementation Plan contains more specific information on implementation. Requirements of a TMDL are enforceable, while the Implementation Plan is not.
TMDLs may be grouped into one of three categories based on an August 2, 2006 EPA memo (). These categories are somewhat arbitrary but identifying the appropriate type of TMDL early in the process should help develop the TMDL language. In particular, identifying the TMDL category should help identify long term data needs and help frame the Implementation Plan.
The first type is a Phased TMDL. Phased TMDLs may be preferable when there is significant uncertainty about how the WLA will be met. This uncertainty results from one of two conditions. First, when there is a significant nonpoint component included in the WLA, there may be concerns with reasonably assuring how the WLA will be met. In developing a TMDL, it may be desirable to include nonpoint sources within the WLA if they occur within a municipalities boundaries and if there are reasonable assurances that the municipality can develop the legal tools to achieve the WLA. This is one mechanism to account for future growth (see Section 4b.viii.). EPA recommends that some additional provision in the TMDL, such as a schedule and description of the implementation mechanisms for nonpoint source control measures, be included to provide reasonable assurance that the nonpoint source measures will achieve the expected load reductions. For example, in the Potash Creek TMDL in Vermont, the WLA included several nonpoint sources of pollutant. These nonpoint sources were associated with impervious surfaces greater than one acre in size but not covered by a NPDES permit. Vermont developed a statewide general permit to cover these sources. Consequently, these nonpoint sources were included in the WLA (). Another example is the Lake Independence TMDL, in which the WLA included nonpoint sources within the city boundaries of Independence, Loretto, and Medina. The TMDL states “In the event that voluntary implementation of manure management plans does not occur on the majority of feedlot, Medina and Independence will revise existing Conditional Use Permits or Zoning Ordinances to require compliance.” In the case of a Phased TMDL where the WLA includes nonpoint sources, the TMDL should contain language about the tools that might be available to achieve the WLA.
A second type of Phased TMDL involves a situation where available data only allow for "estimates" of necessary load reductions or for "non-traditional problems" where predictive tools may not be adequate to characterize the problem with a sufficient level of certainty. For this type of TMDL, there is an assumption that the TMDL will need to be revised once adequate data are available to estimate WLAs. The TMDL therefore contains language describing how the data will be collected, rather than focusing on implementing activities to achieve a WLA.
Phased TMDLs must include all elements of a regular TMDL, including load allocations, wasteload allocations and a margin of safety. However, phased TMDLs are assumed to require revision at each phase of the TMDL. Each phase must be established to attain and maintain the applicable water quality standard. In addition, EPA recommends that a phased TMDL document or its implementation plan include a monitoring plan and a scheduled timeframe for revision of the TMDL. Since phased TMDLs will in all likelihood need to be revised and therefore require more overall effort, States should carefully consider the necessity of such TMDLs, for example to meet consent decree deadlines or other mandatory schedules. Upon revision of the loading capacity, wasteload, or load allocations, the TMDL would require re-approval by EPA. Although no examples of Phased TMDLs were found in the literature, the State of Montana has had lengthy discussions on the subject of Phased TMDLs ()(This is a dead link).
A second type of TMDL is based on adaptive management and trading provisions (). Adaptive implementation is an iterative implementation process that makes progress toward achieving water quality goals while using any new data and information to reduce uncertainty and adjust implementation activities. Adaptive implementation includes immediate actions, an array of possible long-term actions, effectiveness monitoring, and experimentation for model refinement. An important component of the adaptive management approach is monitoring, which is required to adjust implementation activities. Using adaptive implementation, new information from monitoring is used to appropriately target the next suite of implementation activities. The TMDL should contain language about monitoring requirements needed to implement an adaptive management approach. If monitoring supports significant modification to the TMDL, the TMDL may need to be reopened. This requires EPA approval.
The third type of TMDL, called a staged TMDL, anticipates implementation in several distinct stages. It differs from the adaptive implementation scenario because it is anticipated that the load and wasteload allocations will not require any significant adjustments. Instead, implementation actions will be staged over a period of time. For example, EPA has approved mercury TMDLs where the wasteload allocation to point sources (which would be implemented within five years through the NPDES process) was predicated on long-term reductions in atmospheric mercury deposition.
It is not necessary to fit each TMDL into one of these three categories. It is important to understand the distinctions between these types of TMDLs. That understanding will help guide TMDL language, particularly on the issues of monitoring, information gathering, and implementation. The figure below provides a schematic for selecting a TMDL approach.
A November 22, 2002 memo drafted by Robert Wayland and James Hanlon of the US EPA provides some clarification on the issue of setting WLAs for stormwater. Some key points of this memo are summarized below:
This language makes it clear that construction, industrial, and municipal (MS4) activities covered by a NPDES permit must be addressed by the WLA.
In cases where a TMDL lumps more than one category of regulated stormwater into a single WLA, assumptions must be made to determine what part of the WLA is assigned to each category of stormwater. For example, the Lower Minnesota River Dissolved Oxygen TMDL states “Permitted Stormwater Sites: Municipal Separate Storm Sewer Systems (MS4), Construction Stormwater Sites, Industrial Stormwater Sites: 1,863 pounds of phosphorus over the two critical low flow months studied or 30.5 pounds of phosphorus per day.” In this case, all permitted stormwater was given a lumped WLA. To address these situations, the following guidance is provided.
In most states, construction stormwater general permits contain language that the permit must be consistent with the requirements and assumptions of the TMDL. This places a burden on the TMDL to clarify WLAs for construction stormwater.
There are examples of TMDLs where construction stormwater is given a separate WLA (see Appendix B for examples of specific TMDL language). In the Caney Fork River Watershed, Tennessee, construction stormwater was given the same percent pollutant reduction as MS4s (). The reductions are to be implemented as BMPs that are described in the state general permit (). However, the permit does not provide specific BMPs, but instead requires the permittee to address the TMDL in their permit. In Idaho, the permitting authority requires incorporation of a gross wasteload allocation for anticipated construction storm water activities into the stream's water quality improvement plan. This WLA is a categorical value which accounts for allowable construction activity in the TMDL for any given point in time. For the San Gabriel Metals TMDL, construction stormwater is given a WLA based on the percent of land area in construction at any one time. Permittees are given a WLA on a per unit area basis ().
MPCA favors a permit-driven process rather than have TMDLs set water quality goals for construction stormwater. Many states assume that meeting the conditions of the construction permit satisfies the TMDL requirement. There are several reasons for employing a permit-driven process.
MPCA therefore assumes that permittees in compliance with the requirements of a construction stormwater permit are achieving their WLA.
However, the TMDL process requires a balanced equation. The WLA therefore must be a number. Individual sectors that contribute to loading must be included in the TMDL equation, regardless of whether that loading is considered to be negligible. The following conditions must be considered when setting a WLA for construction stormwater activity.
Discharges of zero are not appropriate for construction stormwater. It is therefore not acceptable to include these general terms when setting a WLA for construction stormwater.
Because construction activity must receive a numerical WLA the following approach is recommended.
These options should be utilized in any TMDL where the pollutant or stressor of impairment is phosphorus (nutrient eutrophication biological indicators), turbidity, dissolved oxygen, or biotic impairment (fish bioassessment, aquatic plant bioassessment and aquatic macroinvertebrate bioassessment).
It is important for TMDL developers to remember that the MPCA favors a permit-driven process for construction stormwater. Appendix A of the 2013 Construction General Permit includes additional BMPs for construction activities that occur within one mile of an impaired water. In addition to or in place of these BMPs, a TMDL can prescribe BMPs for construction stormwater. Permittees must comply with these BMPs. In the case where a TMDL provides a specific WLA for construction stormwater, it will be important for TMDL developers to receive input from Construction Stormwater personnel.
Because MPCA believes that following the conditions of the Construction Stormwater general Permit meets the conditions of a TMDL, TMDLs should contain the following language in the load calculation section of the TMDL.
Publicly owned conveyance systems partly or fully within one of Minnesota’s eight urban areas (Metro, Duluth, Rochester, St. Cloud, Winona-LaCrosse, East Grand Forks-Grand Forks, Moorhead-Fargo, Mankato) are considered Mandatory MS4s. This includes conveyance systems owned by cities, townships, counties, watershed districts, MN DOT, and other public entities such as the University of Minnesota, Minnesota state colleges and technical institutes, and state-owned correctional facilities. The list of mandatory MS4s in Minnesota can be found at http://www.pca.state.mn.us/publications/wq-strm4-74.pdf. Minneapolis and St. Paul are Phase I cities and require individual permits. The figure below illustrates the location of Minnesota’s urban areas, as defined by the U.S. Census Bureau.
There are also several designated MS4s in Minnesota. These include cities with populations greater than 10,000, and cities with populations of 5,000 to 10,000 that have the potential to discharge to an impaired or Outstanding Resource Value water. The figure below illustrates the location of designated MS4s in Minnesota.
Permit coverage exists only for those parts of the stormwater conveyance system that are owned and operated by the permittee. For example:
The above information raises three concerns. First, it can be difficult to identify all permitted MS4s for a particular TMDL. Second, calculating WLAs can be difficult for some of the non-traditional MS4s, such as MN DOT, counties, watershed districts, and state-owned facilities. Finally, the stormwater permit only requires the permittee to address its own operations and new construction (post construction requirements). Consequently, the permit does not cover runoff from private property that does not have post construction requirements. However, a regulated MS4 community is responsible for all discharges from conveyances they own or operate, regardless of how those discharges reach their system.
Despite these difficulties, TMDL language must address each of these issues. A TMDL must list all permitted MS4s within the TMDL study area. Preferably, the TMDL would include the MS4 Permit Number and individual IDs for each MS4 receiving a WLA. For counties, highways, or watershed districts that require permit coverage only within an urban area, the TMDL should identify those areas that require permit coverage.
Each of these MS4s must be given a WLA. The WLA may be categorical or individual (individual allocations should be distributed if at all possible). An example of a categorical WLA is the 30 percent phosphorus reduction for ten MS4s named in the Lower Minnesota River Low Flow Dissolved Oxygen TMDL (). An example of individual WLAs is the Lake Independence nutrient TMDL, where individual phosphorus WLAs were given to each of the three municipalities in the study area ().
Assigning a WLA to a MS4 provides reasonable assurances that the WLA will be met, provided all discharges covered by the WLA enter the MS4’s conveyance. In a case where much of the MS4’s discharge originates from private property, the MS4 will have to implement activities to control or treat these discharges. For example, a permitted MS4 may develop ordinances to cover discharges from private properties.
MPCA’s multisector industrial general permit was issued in 2010. The permit includes language that shortens the time permittees have to install BMPs when their stormwater discharges cause or contribute to a water quality violation (e.g. impairment).
There are some examples of TMDLs that have individual WLAs for industrial stormwater. The Ballona Creek TMDL states that each storm water permittee enrolled under the general construction or industrial storm water permits will receive an individual waste load allocation on a per acre basis, based on the acreage of their facility ()(This is a dead link). “The general industrial storm water permits shall achieve final wet-weather waste load allocations no later than 10 years from the effective date of the TMDL, which shall be expressed as NPDES water quality-based effluent limitations. Effluent limitations may be expressed as permit conditions, such as the installation, maintenance, and monitoring of Regional Board approved BMPs if adequate justification and documentation demonstrate that BMPs are expected to result in attainment of waste load allocations.” “BMP effectiveness monitoring will be implemented to determine progress in achieving interim wet-weather waste load allocations.” The storm water waste load allocations are apportioned between the MS4 permittees, Caltrans, the general construction and the general industrial storm water permits based on an area weighting approach.
Permits for storm water discharges associated with industrial activity are to require compliance with all applicable provisions of Sections 301 and 402 of the CWA, i.e., all technology-based and water quality-based requirements. EPA also recognizes that the available data and information usually are not detailed enough to determine waste load allocations for NPDES-regulated storm water discharges on an outfall-specific basis. In this situation, EPA recommends expressing the wasteload allocation in the TMDL as either a single number for all NPDES-regulated storm water discharges, or when information allows, as different WLAs for different identifiable categories, e.g., industrial stormwater as distinguished from storm water discharges from construction sites or municipalities. These categories should be defined as narrowly as available information allows (e.g., for industrial sources, separate WLAs for different types of industrial storm water sources or dischargers).
Much of the discussion for construction stormwater applies to industrial stormwater. This includes the difficult nature of calculating loads from industrial facilities, the relatively small contribution from industrial stormwater if permit conditions are met, and the variability in types of industrial facilities.
Consequently, the recommended options for construction stormwater apply to industrial stormwater. These are summarized below.
The load for industrial stormwater can be lumped with municipal stormwater. This approach is acceptable although it creates difficulty for MPCA when reviewing SWPPPs, since the WLA is not clear. This problem can be addressed by including the following language in the TMDL: The stormwater wla includes loads from industrial stormwater. Loads from industrial stormwater are considered to be less than 1 percent of the total wla and are difficult to quantify. The WLA for stormwater discharges from sites where there is industrial activity reflects the number of sites in the watershed for which NPDES industrial stormwater permit coverage is required, and the BMPs and other stormwater control measures that should be implemented at the sites to limit the discharge of pollutants of concern. The BMPs and other stormwater control measures that should be implemented at the industrial sites are defined in the State's NPDES/SDS Industrial Stormwater Multi-Sector General Permit (MNR050000) or facility specific Individual Wastewater Permit (MN00XXXXX) or NPDES/SDS General Permit for Construction Sand & Gravel, Rock Quarrying and Hot Mix Asphalt Production facilities (MNG490000). If a facility owner/operator obtains stormwater coverage under the appropriate NPDES/SDS Permit and properly selects, installs and maintains all BMPs required under the permit, the stormwater discharges would be expected to be consistent with the WLA in this TMDL. It should be noted that all local stormwater management requirements must also be met.
Minneapolis and St. Paul are Phase 1 communities and require individual permit coverage. The discussion in Section 4biii covers recommended TMDL language for these cities.
Minnesota issues a number of individual stormwater permits, such as those issued to commercial facilities. In general, pollutant loading from these facilities will be small compared to other permitted sources. Additionally, discharge from these facilities often enters a publicly-owned (MS4) conveyance, which may be addressed through the MS4 permit assuming reasonable assurances can be provided. However, in small watersheds and in situations where private permittees discharge directly to an impaired water, a separate WLA is warranted.
The Wayland memo states “It may be reasonable to express allocations for NPDES-regulated storm water discharges from multiple point sources as a single categorical wasteload allocation when data and information are insufficient to assign each source or outfall individual WLAs. See 40 C.F.R. § 130.2(i). In cases where wasteload allocations are developed for categories of discharges, these categories should be defined as narrowly as available information allows.”
In certain cases, TMDLs will assign categorical WLAs . A categorical WLA may be desirable under four circumstances. First, a categorical WLA is appropriate if pollutant loading from all permitted stormwater sources is likely to be similar in nature. This would be the case for construction stormwater and for industrial stormwater within the same SIC category. For example, the San Gabriel Metals TMDL assigns a pollutant load per day to all construction activity. A categorical allocation for construction or industrial should take the form of a pollutant load per unit area.
Second, a categorical WLA is appropriate when each permittee can perform the same stormwater management activities to accomplish the requirements of the TMDL. For example, this situation applies to MS4s when Pollution Prevention, Good Housekeeping, and Education BMPs alone are likely to achieve the WLA. These activities will typically be the same for each permittee and a categorical approach is therefore appropriate. This situation also occurs when the TMDL prescribes a set of BMPs for more than one stormwater entity and those BMPs alone will achieve the WLA.
Third, categorical WLAs are also appropriate when data are inadequate for assigning individual WLAs. This will often be the case for very large watersheds where the modeling cannot achieve sufficient detail to allocate individual WLAs. Examples include the lower Minnesota River Dissolved Oxygen TMDL, the Lake Pepin TMDL (in progress), and the Lower Minnesota Turbidity TMDL (in progress).
Finally, categorical WLAs may be appropriate when a single MS4 or other entity will track BMP implementation and associated load reductions. An example would be a watershed district. However, MPCA has developed guidance that suggests the tracking entity should have regulatory authority and a proven history of implementation.
The WLA can be considered categorical in nature if it includes the load for two or more of the following sectors:
Categorical WLAs can be problematic for two reasons. First, consider the example shown in the figure below, which is an allocation from the Lower Mississippi River Fecal Coliform TMDL. The MS4 allocations are shown in pink. Four MS4s in this sub-basin were given these categorical WLAs. This treats each MS4 equally, which may be an incorrect assumption if there are pollution hotspots within some MS4s. There is also an issue of dividing the WLA among the four MS4s. The problem of dividing up the WLA can be overcome by stating the WLA on a per unit area basis or as a required reduction, stated as a percentage.
A second concern with categorical allocations is that adjustments in the WLA will be required if the categorical WLA cannot be achieved. For example, the Shingle Creek Chloride TMDL requires a categorical 71% reduction in chloride loading. This applies to all MS4s in the TMDL study area. The BMPs used to achieve this reduction are prevention and good housekeeping BMPs that can be implemented equally by each MS4. If these BMPs do not achieve the desired reduction, it may be necessary to adjust the WLA to target areas where pollutant loading is greatest, which means individual WLAs.
If data support it, individual WLAs for each MS4 are desired. This will most commonly be done for small watersheds with a small number of MS4s and for which pollutant loading is well understood. For example, the Lake Independence Nutrient TMDL provides individual WLAs to the cities of Loretto, Independence, and Medina (figure below).
Individual WLAs can be in the form of a required reduction from current loading, a mass load, or a load per unit area or per unit time basis. In addition to the traditional units of quantity per unit time, MPCA recommends expressing the TMDL as a reduction from a defined baseline. This is consistent with requirements in the MS4 general permit. An example baseline would be a year or a set of BMPs.
In some cases, the WLA can be expressed as a mass that has been translated from a desired reduction. For example, assume the goal is to implement a particular suite of BMPs. We can determine load reductions associated with those BMPs. The total reduction, as a percent, can be multiplied by the estimated current load. This yields a WLA expressed as a mass, even though the WLA will be achieved by implementing a specific set of BMPs. This may be a desirable approach for large watershed TMDLs. These TMDLs can be a concern because required reductions are often very large and modeling methods are not sufficient for calculating current loads for individual MS4s. Consequently, it is preferred to identify a suite of BMPs that would result in load reductions but not drive local stormwater management.
Sections 4b.ii., 4b.iii, 4b.iv, and 4b.v. summarize recommended policy on form of the WLA.
A TMDL assigns an overall WLA, which may then be divided among different permitted sources. Often, data used to quantify pollutant loading improves with time. Individual WLAs for permitted sources may be modified or adjusted after the TMDL is completed, provided the overall WLA does not change. Similarly, EPA now supports transfer of LA to WLA. In each of these cases, the TMDL should describe the process for transferring load. The overall TMDL cannot change. Individual permittees should be notified of the changes, but the TMDL does not need to be re-noticed.
In TMDLs, future growth can be accommodated in three ways. A Reserve Capacity may be established. This eventually limits growth since at some point reserve capacity is used up. In addition, it is difficult to determine how the Reserve Capacity should be divided among different sources. MPCA does not support the use of Reserve Capacity.
Future growth may also be accommodated with the WLA. 40 CFR 130.2 states “(h) Wasteload allocation (WLA). The portion of a receiving water’s loading capacity that is allocated to one of its existing or future point sources of pollution.” Consequently, future point sources of pollution can be included in the WLA.
Consider the figure below, which shows the municipal boundaries for the city of Fairmont. Much of the municipality consists of agricultural land, which typically is included in the LA. However, if Fairmont was a growing city and anticipated that the entire municipality would eventually be urbanized, the entire municipality could be included in the WLA because it will eventually be covered by a NPDES permit. This is a desirable situation for the city because they are allowed future growth and because they may, depending on the pollutant, achieve load reductions by converting agricultural land to urban land. The Lower Minnesota River Dissolved Oxygen TMDL assumed agricultural land in Fairmont was part of the LA. Consequently, growth of Fairmont must either be accommodated through Reserve Capacity, by decreasing loads within the existing urban area, or through trading.
The Lake Independence TMDL is an example in which the permitted municipalities of Medina, Independence, and Loretto assumed WLAs for their entire municipality, even though considerable portions of the area are not covered by the MS4 permit (figure below). Incorporating the entire area into the WLA allows for future growth.
Point sources included in the WLA are covered by a permit, which provides a reasonable assurance that the WLA will be achieved. If the WLA includes nonpoint pollution sources, the TMDL must contain reasonable assurances that the WLA can be achieved. For example, in the Potash Brook TMDL, the WLA includes pollution sources not covered by a NPDES permit. The following assurance is provided for these sources: “VTDEC implements both a federally-authorized NPDES permit program for stormwater discharges from construction activities, industrial activities and municipal discharges under the MS4 program and a state-authorized permitting program for stormwater discharges from impervious surfaces equal to or greater than one acre.” (). In the Lake Independence TMDL, feedlot manure is an important nonpoint source included in the WLA. The TMDL contains the following language: “In the event that voluntary implementation of manure management plans does not occur on the majority of feedlot, Medina and Independence will revise existing Conditional Use Permits or Zoning Ordinances to require compliance. In cooperation with the Pioneer-Sarah Creek Watershed Management Commission, Three Rivers Park District, and Hennepin County Environmental Services (HCES), Medina and Independence will develop a manure hauling and disposal service to assist landowners with manure management.
Projected growth can be accommodated in the WLA. In this situation, a certain percentage of the LA is put into the WLA to account for the projected growth. This approach requires a specific time frame (e.g. 2030, 20 years, etc.) and reasonable demographic information. Equity issues may arise if the allocation for growth is categorical, rather than providing each community with a specific allowable WLA. Another concern is the form of land use change. For example, conversion of agricultural land to urban land may decrease pollutant loading, while the opposite is true for conversion of forest to urban. A final factor is the post-construction requirement for urban land. More stringent requirements, including utilization of Low Impact Development, can achieve substantial pollutant reductions.
One concern with putting nonpoint sources into the WLA is potential encouragement of land acquisition. Municipalities may see growth as a way to meet TMDL requirements. This may be partly offset by restricting the area of growth to the current municipal boundaries and considering growth over some limited time frame, such as the year 2030.
As with any pollutant loading, reasonable assurances must be provided that the WLA can be achieved. This means municipalities must be involved in setting the WLA so that reasonable targets and voluntary or regulatory tools can be identified in the TMDL.
A third and final approach is to define the WLA by current land use but allow LA to WLA transfers. This approach has only recently gained support from EPA Region 5. This approach is easy to incorporate into a TMDL and is the most accurate way of expressing loads. However, it places a burden on the permitting authority to track growth and ensure that transfers are occurring. The TMDL should describe the process of LA to WLA transfer.
Generally, pollutant loading from permitted and non-permitted MS4s is similar in nature. Consequently, methods for calculating the WLA and LA from MS4s should be the same. TMDL requirements should thus be the same for permitted and non-permitted MS4s.
Based on the above discussion, the following recommendations are made.
TMDLs include sections on Reasonable Assurances, Implementation, and Monitoring. In Minnesota, a TMDL Implementation Plan is completed within one year of EPA approval of the TMDL. The TMDL and Implementation Plan therefore contain information about how to achieve the WLAs.
A TMDL must contain reasonable assurances that the WLA can be achieved. For point sources, NPDES permits provide reasonable assurances. Permitting authorities should be identified in the TMDL. For nonpoint sources, reasonable assurances may take several forms. These include adoption of ordinances, local regulatory controls (e.g. watershed district regulations), and projected growth. These have been discussed in greater detail above.
The Wayland memo states “WQBELs [Water Quality Based Effluent Limits] for NPDES-regulated storm water discharges that implement WLAs in TMDLs may be expressed in the form of best management practices (BMPs) under specified circumstances. See 33 U.S.C. §1342(p)(B)(iii); 40 C.F.R. §122.44 (k)(2)&(3). If BMPs alone adequately implement the WLAs, then additional controls are not necessary. EPA expects that most WQBELs for NPDES-regulated municipal and small construction storm water discharges will be in the form of BMPs, and that numeric limits will be used only in rare instances.”
This memo makes it clear that BMPs can be used to achieve TMDL requirements. The approach for achieving a TMDL WLA varies with the scale of the TMDL study. For small watersheds where stormwater from permitted MS4s accounts for the majority of the WLA and pollutant loadings can be reasonably quantified, the WLA will be achieved through a combination of BMP implementation and monitoring. MS4s will implement BMPs appropriate for the pollutant of concern. Each BMP will be associated with a load reduction based on the pollutant removal efficiency of the BMP and the area affected by the BMP. Pollutant removal efficiency will be a function of maintenance of the BMP. Water quality monitoring will be coupled with BMP implementation. Monitoring occurs in the receiving water body. The TMDL is met when the water quality standard is met and each MS4 has carried out a minimum set of BMPs that are described in the TMDL and TMDL Implementation Plan.
Monitoring is impractical for large watersheds. For large watersheds, the TMDL is met by implementing BMPs and receiving a pollutant reduction credit.
There are four ways of achieving the WLA. These include use of BMPs, land use changes, benchmarking, and trading.
BMPs can be non-structural or structural. Non-structural BMPs include Good Housekeeping practices, pollution prevention, and education. Structural BMPs include constructed wetlands, biofiltration systems, infiltration devices, ponds, and so on. For ease of crediting, it is best if the TMDL WLA is calculated assuming no BMPs in place. With this scenario, any activity that reduces pollutant loading and is not associated with one of the six minimum control measures is credited toward achieving the TMDL requirement, regardless of when the BMP or activity was implemented. MPCA is exploring ways to determine load reductions associated with different BMPs. If a TMDL prescribes specific BMPs or pollutant reduction activities beyond the six minimum control measures (The MS4 stormwater general permit requires the permittee to submit a SWPPP that addresses six minimum control measures. In a non-TMDL situation, the SWPPP includes a minimum of 30 BMP data sheets that encompass the six minimum measures. These non-TMDL SWPPPs define a level of stormwater management considered suitable for maintaining current water quality in receiving water bodies. These cannot be used to achieve TMDL-required load reductions unless the permittee goes above and beyond the standard requirement of an MCM.), the TMDL should quantify the expected load reduction associated with each BMP. If a TMDL assumes BMPs in calculating the WLA, individual WLAs should be provided to permittees that have implemented the BMPs used in the model.
A benchmark is a standard against which something is measured. For example, a water quality standard is a benchmark against which effluent concentrations in stormwater runoff may be compared. Assuming the ultimate objective of stormwater management is to achieve water quality standards, a variety of water quality benchmarks can be developed. Examples include changes in land use that typically result in a pollutant load increase or decrease. For example, conversion of row crop agricultural land to residential land that utilizes Low Impact Development (LID) BMPs will generally result in a substantial decrease in pollutant loading. The TMDL should contain language indicating that pollutant loads may be increased or decreased with land use changes, and that these changes will either increase or decrease the required reduction in loading. A credit system is currently being developed for these types of land use changes.
Trading can be done between different WLAs. For WLA to WLA trading, one MS4 buys pollutant loading from either another MS4 or other permitted source, such as a wastewater treatment plant (WWTP). This is desired when the cost of buying the pollutant is less than the cost of implementing BMPs to achieve the WLA. Trading presents a number of challenges. First, it must be determined how to generate tradable pollutant. It cannot be generated until the conditions of a TMDL have been met or until it is determined that a MS4 cannot reasonably achieve further load reductions. Second, there may be future TMDLs that are more restrictive, which would negate tradable pollutant generated with a less restrictive TMDL. Third, some MS4s may reach the TMDL target by implementing their requirements under the permit, while some MS4s will need to implement BMPs. This makes it easier for some MS4s to generate tradable pollutant. Finally, a system of accounting will need to be developed.
Although MPCA favors all forms of trading, federal trading policy is unclear. In particular, it is unclear if WLA can be traded for LA, or vice versa. MPCA has formed a trading work group. At a minimum, trading should not be allowed during the first permit cycle until this work group has developed appropriate policy.
Monitoring may occur at three levels. First is water quality monitoring of stormsheds. Second is monitoring the effectiveness of specific BMPs. These two types of monitoring will be typically conducted through the MPCA and its partner organizations. The third type of monitoring involves maintenance of BMPs. MS4s will be required to monitor BMPs to ensure they are well maintained and functioning. The process for conducting this monitoring will be documented through the SWPPP.
When sufficient data exist, a TMDL may identify specific BMPs. An example is the good housekeeping BMPs identified in the Shingle Creek TMDL. The Shingle Creek chloride TMDL states “Member cities of the SCWMC, Mn/DOT, and Hennepin County have all agreed to identify and implement BMPs focused on reducing chloride use in the Shingle Creek watershed … To this end, the stakeholders in the watershed have agreed to incorporate the following practices:
In most cases, more general language will be desired, since the relationship between BMPs and load reductions are not well understood. For example, the Lower Minnesota River Dissolved Oxygen TMDL states “SWPPPs need to be consistent with TMDL allocation requirements and implementation plans.”
Permitted MS4s have expressed a desire for the TMDL to provide a general plan for implementation, but for the Implementation Plan to provide specific information about how to achieve the TMDL requirement. This requires MS4s to participate in the TMDL process.
We currently have an incomplete understanding of the relationship between BMP implementation and pollutant reduction. In addition, a certain group of BMPs may be appropriate for one pollutant but inappropriate for another pollutant. Consequently, a TMDL should be consistent with the recommended timeline shown in the figure below. The figure indicates that establishing a stormwater program is the first step in the TMDL implementation process. Although this does not achieve pollutant reductions that are likely to be credited toward a TMDL, it is important to have a stormwater program in place to implement BMPs in the future. In the early part of a TMDL, prevention, education, good housekeeping, and methods to address new development and re-development are encouraged. Structural BMPs should not be encouraged until a MS4 has a good understanding of the pollutant loading reduction associated with the structural BMP.
The TMDL can appropriately identify the SWPPP as the place where a permitted MS4 will discuss BMPs to be implemented in response to TMDL requirements. The advantages of relying on the SWPPP are that it has the force of the permit and the SWPPP contains measurable goals and timelines. At this time the stormwater program is determining how to better link the SWPPP with stormwater management and with TMDLs.
A variety of issues have been identified but not fully discussed. These are briefly summarized below.
Identifying all permitted MS4s in a TMDL provides an early mechanism to involve stakeholders in the TMDL process. Engaged stakeholders help improve the clarity of TMDL language, particularly implementation.
There has been a wide range of stakeholder involvement in TMDL development. Many stakeholders, particularly those outside the Twin Cities Metro area, are unfamiliar with impaired waters and the TMDL process. Many are also not completely informed about stormwater permits and SWPPPs, particularly for municipal stormwater. The Stormwater Program is developing a series of training modules to help inform stakeholders. The modules are similar to those developed by the TMDL program and are intended to be delivered by TMDL staff. The modules include information on the stormwater permit and SWPPPs, the relationship of the SWPPP and the TMDL, establishing a stormwater program, and pollutant specific guidance.
For TMDLs in which MS4s are one of multiple pollutant sources, MS4s should organize a separate advisory committee. One or more representatives of the committee should serve on the TMDL advisory committee. For TMDLs in which MS4s are the only pollutant source, all MS4s should be represented. The Shingle Creek TMDL provides an example of several MS4s that worked together to develop a TMDL and an implementation strategy.
In an EPA-designated urban area, there may be several non-traditional MS4s. Examples include watershed organizations, counties, the Minnesota Department of Transportation, and facilities such as the University of Minnesota. These MS4s should have representation. It is important to identify overlapping responsibilities when multiple MS4s are involved. For example, a watershed management organization may be the best organization to facilitate development of a TMDL. Also, counties and watershed organizations may have requirements for individual cities, such as a water plan. These local requirements should be aligned, if possible, with TMDL requirements.
Several resources are available to organize MS4s. Examples include the League of Minnesota Cities, Watershed Management Organizations, and the Minnesota Cities Stormwater Coalition. In addition, by the end of 2007, all permitted MS4s will have submitted SWPPPs to the MPCA. This provides a mechanism for identifying and contacting the lead person(s) for the MS4.
Minnesota’s MS4 general permit “states Your Storm Water Pollution Prevention Program must be designed and managed to reduce the discharge of pollutants from your storm sewer system to the Maximum Extent Practicable (MEP). You must manage your municipal storm sewer system in compliance with the Clean Water Act and with the terms and conditions of this permit. You must manage, operate, and maintain the storm sewer system and areas you control that discharge to the storm sewer system in a manner to reduce the discharge of pollutants to the MEP. The Storm Water Pollution Prevention Program will consist of a combination of Best Management Practices, including education, maintenance, control techniques, system design and engineering methods, and such other provisions as You determined to be appropriate, as long as the BMPs meet the requirements of this permit”.
The meaning of MEP has been widely debated. The US EPA purposely did not define MEP to allow MS4s flexibility as they developed their SWPPPs. Additionally, having MEP undefined allows states to modify their permit and address stormwater management through multiple permit cycles.
MEP could loosely be defined as whatever is included in an approved SWPPP. This would be, at a minimum, completed BMP worksheets for the six minimum control measures. However, an approved permit containing only the necessary BMP worksheets is considered appropriate to maintain the current water quality of receiving waters. Thus, when receiving water is impaired, additional BMPs are needed to return the impaired water to its intended use. MPCA acknowledges that MS4 permit requirements, and thus MEP, will have to evolve over time, particularly in response to impaired waters.
MPCA expects to modify the permit as needed to eventually achieve water quality standards and non-degradation requirements. Along the way, MPCA will develop guidance and tools for MS4s to use in refining their SWPPPs.
Non-degradation (also called anti-degradation) presents a different target than a TMDL requirement. The figure below illustrates three potential scenarios. In Scenario A, the receiving water body meets water quality standards, but the MS4 is out of compliance with the nondegradation standard. The MS4 must implement BMPs to reduce loading to 1988 levels. In Scenario B, a water was impaired in 1988. If the MS4 implements BMPs to reduce loading to a 1988 level, the receiving water will still be out of compliance with water quality standards. In this situation, a TMDL will be completed and the MS4 must comply with the conditions of the TMDL. Scenario C is potentially problematic. The water body was in compliance with water quality standards and the MS4 has not increased loading since 1988. The receiving water, however, has become impaired and will require a TMDL. The TMDL may place requirements on the MS4. The MS4 may argue that they have met conditions of the TMDL since they have not increased loading from a time when the receiving water met water quality standards.
Scenario C illustrates a need to integrate nondegradation and TMDL approaches for MS4s. In addition, TMDLs may need to contain some language to clarify this situation. Some potential solutions, which are not necessarily mutually exclusive, include the following.
The solutions for many stormwater-TMDL issues may differ for different pollutants. For example, it may be preferable to express the WLA in terms of load per unit area for some pollutants, percent reduction for others, and load for others. This topic has not been adequately discussed.
At this time there is no consistent approach for calculating WLAs. Several analytic models have been used, while flow duration curves have been widely used for fecal coliform TMDLs. The Stormwater Program believes that any recognized and rational modeling approach for calculating loads could be acceptable. Particular application of a model to individual MS4s, including documentation and soundness of methodology, is just as important as the modeling methods. Consistent application of model inputs and assumptions regarding land use are particularly important. A TMDL should adequately describe the modeling methods, inputs, and assumptions.
For many TMDLs, there are no direct measurements or standards for the pollutant of concern. Examples include impairments for biota, turbidity, and dissolved oxygen. In these cases, a surrogate is typically used. Phosphorus, suspended solids, and flow are often used as surrogates.
The use of surrogates has little impact on a MS4 provided the surrogate is an appropriate indicator of the intended endpoint. This may not always be the case. For example, Minnehaha Creek is impaired for biota. The impairment is likely due to poor habitat and insufficient flow at certain times of the year. A surrogate such as sediment would not be appropriate in this case.
The Stormwater community is interested in the use of surrogate BMPs to meet TMDL requirements. For example, the state of Maine has proposed that WLAs be expressed in terms of percent impervious cover. EPA has not always approved the use of these surrogates. There needs to be more discussion to better determine appropriate surrogates for some types of TMDLs.
This section presents language from select TMDLs that address WLAs for construction stormwater.
The full report can be found at .
Point sources include major and minor NPDES permits, general NPDES permits, and storm water permits (MS4, Caltrans, general construction, and general industrial permits)… The storm water waste load allocation is further allocated among types of storm water permits. A dry-weather waste load allocation equal to zero is assigned to the general industrial and construction storm water permits. The existing general permits already prohibit most dry-weather discharges. The entire dry-weather storm water waste load allocation is thus shared by the MS4 and Caltrans permits… The combined storm water waste load allocation is further allocated to the general industrial, general construction, MS4 and Caltrans permits based on their percent area of the developed portion of the watershed… Each storm water permittee under the general industrial and construction storm water permits will receive an individual waste load allocations per acre based on the total acres of their facility.
The full report can be found at .
For each impaired HUC-12 subwatershed, WLAs for construction storm water sites, WLAs for MS4s, and LAs for nonpoint sources were considered to be the percent load reduction required to decrease the existing annual average sediment load to a level equal to 95% of the target value… TMDLs, WLAs for construction storm water sites and MS4s, and LAs are expressed as a percent reduction in average annual sediment loading. WLAs are expressed as the required percent reduction in the estimated average annual sediment loading for the impaired subwatershed, relative to the estimated average annual sediment loading (minus the amount allocated to RMCFs and regulated mining sites (5%)) of a biologically healthy (reference) subwatershed located in the same Level IV ecoregion.
The full report can be found at . (Dead link)
When a stream is on Idaho’s § 303(d) list and has a TMDL developed DEQ now incorporates a gross waste load allocation (WLA) for anticipated construction storm water activities. Due to the complexity of determining loads and the lack of data for doing so, a wasteload allocation for this TMDL is not determined. A construction activity that obtains a permit and follows BMPs will be considered in compliance with the TMDL. TMDLs developed in the past that did not have a WLA for construction storm water activities will also be considered in compliance with provisions of the TMDL if they obtain a CGP under the NPDES program and implement the appropriate Best Management Practices.
The full report can be found at . (Dead link)
The amount of land under construction was estimated using the following assumptions:
… Under all scenarios, sediment loads from permitted construction sites were required to be reduced by 35%. This reduction represents the maximum practical reduction of sediment from disturbed land under the Watershed Treatment Model achievable through better enforcement of Virginia’s sediment and erosion control laws. The amount of disturbed land, and therefore the load, varies with the growth scenarios.
This Appendix presents language from select TMDLs that address WLAs for municipal stormwater.
The full report can be found at . (Dead link)
As of 2004, several residential areas drain to Lake Independence via municipal storm water systems. Some of this runoff is directed into small ponds where some nutrient removal occurs, but much of the area drains directly to the lake in an untreated state. Nutrient loading from these areas was estimated based upon monitored water quality data, literature nutrient export values for residential land use in Minnesota, and computer model estimates… Using a combination of GIS assessments and inflow model results, it was estimated that 34% of the phosphorus entering Lake Independence originated from livestock, 24% from vacant and agricultural cropland, and 23% from urban runoff. The remaining 19% was attributed to direct aerial loading, rural development, sewage treatment effluent (public and private), wildlife, erosion, and runoff from park and golf course areas… All three of the municipalities within the Lake Independence watershed have been designated as Mandatory Municipal Separate Storm Sewer Systems (MS4’s) by the Minnesota Pollution Control Agency. As a result, the allowable discharges associated with each of these municipalities have been designated as wasteload allocations (Tables 11). The target phosphorus reductions necessary to comply with the allowed wasteload allocations total 872 lbs/year from the three municipalities… The Cities of Independence, Loretto, and Medina and Hennepin County and MnDOT Metro District are covered under the Phase II General NPDES Stormwater Permit – MNR04000. The Unique permit numbers assigned to these cities, Hennepin County and MnDOT Metro District are as follows;
The cities have all been assigned Wasteload allocations for this Lake Independence Excess Nutrient TMDL as shown in Table 11. However, Hennepin County and MnDOT Metro District are considered deminimus in regard to phosphorus and are not assigned a Wasteload allocation in this TMDL...
... 7.1.3 Urban Development
The stakeholder committee agreed that improved management of urban runoff, particularly from lakeshore properties would reduce nutrient loading to Lake Independence. Urban runoff management will include the following components; installation of rain gardens, street sweeping, removal of leaf litter from streets, installation of shoreline buffers, and stabilization of eroding lake shore.
Rain garden installation will be coordinated by the Lake Independence Citizens Association (LICA). LICA members will contact homeowners to determine interest in rain garden construction. HCES will assist LICA with rain garden design and will apply for grant monies to design and construct demonstration sites for homeowners to view. Construction of 200 rain gardens in the watershed to meet the phosphorus reduction target for this BMP will cost between $300,000 and $500,000… Shoreline stabilization on Lake Independence will be coordinated by LICA with technical assistance from HCES. HCES will coordinate a grant application to solicit funds to assist homeowners with lakeshore stabilization projects. Three Rivers Park District staff inventoried the Lake Independence shoreline to develop a priority ranking to determine where initial stabilization efforts should focus. Over 2000 feet of the lake shoreline is experiencing significant erosion. Stabilization of these areas will cost between $100.00 and $300.00/foot, for a total estimated cost between $200,000 and $600,000… Street sweeping in areas immediately adjacent to Lake Independence will be completed by Medina and Independence. Street sweeping will focus on springtime removal of debris accumulated during the winter, and during leaf drop in the fall. At a projected cost of $80.00/hour, street sweeping will cost approximately $10,000/year. Removal of leaf litter from lakeshore lawns and streets adjacent to Lake Independence will be coordinated by LICA. Independence and Medina will assist with transport of leaf litter off site and disposal… Installation of shoreline buffers will be coordinated by LICA with technical assistance from HCES. Three Rivers Park District inventoried the lake shoreline to determine where lawns currently extend to the waters edge along the lake. These areas will be targeted by LICA. Installation of shoreline buffers is estimated to cost between $10,000 and $50,000.
The full report can be found at .
In addition to these NPDES permits in the watershed, NPDES Phase II permits for small municipal separate storm sewer systems (MS4) have been issued to the member cities in the watershed as well as Hennepin County and Mn/DOT. The City of Minneapolis has an individual NPDES permit for Stormwater – NPDES Permit # MN 0061018. The other cities, Hennepin County and MnDOT Metro District, are covered under the Phase II General NPDES Stormwater Permit – MNR040000. The unique permit numbers assigned to these cities, Hennepin County and MnDOT Metro District are as follows:
EPA requires that stormwater discharges regulated under NPDES be allocated into the wasteload allocation or point source portion of the TMDL. Although the sources of chloride in the watershed are nonpoint in nature, they are allocated in the wasteload allocation in this TMDL… Another way to analyze the data includes assessing the reductions needed for each daily load to reach the standard. The reductions needed to meet the standard during the monitoring year of 2002-2003 had a maximum of 72% and occurred during high flow periods (Figure 7.7). All flow categories had loads that required a reduction greater than 60%… Because stormwater discharges are regulated under NPDES Phase II, allocations of chloride reductions are considered wasteloads and must be divided among permit holders. Although the cities hold individual permits, they are combined here to reflect their participation in the SCWMC. To support determination of source load reductions needed to meet the standard, a thorough inventory of chloride sources was conducted. Table 8.3 outlines the sources and their overall contribution to chloride in the watershed...
…Using the information provided, a stakeholder process was used to determine load allocations among users in the watershed. The stakeholders in the watershed agreed to work collectively to achieve a 71% reduction in chloride use to achieve the standard understanding that each stakeholder was working under unique financial, public safety and perception, and feasibility limitations. However, each stakeholder agreed to implement BMPs to the maximum extent practicable. This collective approach allows for greater reductions for some agencies and less for those with greater constraints. The collective approach is to be outlined in an implementation plan developed by the Shingle Creek Watershed Management Commission… Most of the currently undeveloped or lightly developed areas of northern Brooklyn Park, southeastern Maple Grove, and northwestern Plymouth are expected to be developed by 2020. Growth is expected to include residential, commercial, and industrial development. Invariably, some of this development will include roads and ultimately increased amounts of chloride based deicer use in the watershed. Areas of northern Brooklyn Park that will be developed are mostly outside of the watershed and drain directly to the Mississippi River. Increases in development are expected to be relatively small since the watershed is essentially fully developed. Expected development in Maple Grove would impact Shingle Creek directly while expected development in Plymouth would impact Bass Creek. Since the changes are relatively small and the majority of roads associated with this development would be low speed, residential roads, only small increases in chloride use would be expected. Any policies or BMPs prescribed by this TMDL would be implemented on the new roads and developed areas. Consequently, provisions for new growth is built into the TMDL as a part of the adaptive management approach… The activities and BMPs identified in the implementation plan are the result of a series of stakeholder working-meetings led by the Shingle Creek Watershed Management Commission. The meetings focused on the discussion of the TMDL requirements, BMPs and technologies available to address chloride, public safety, and the feasibility of implementing the activity. Additionally, MnDOT developed a “Best Available Technologies” report outlining the state of BMPs in six categories. That report is attached as appendix H. The MnDOT report and the stakeholder discussions during the load reduction/implementation development, identified BMPs ranked the smallest level of implementation to the greatest level of implementation. The ranking was as follows:
The load allocations in this TMDL represent aggressive goals for chloride reductions with the added challenge of addressing public safety and expectation. Consequently, implementation will be conducted using adaptive management principles. Adaptive management is appropriate because it is difficult to predict the chloride reduction that will occur from implementing strategies with the paucity of information available to demonstrate expected reductions. Continued monitoring and “course corrections” responding to monitoring results are the most appropriate strategy for attaining the water quality goals established in this TMDL while maintaining required levels of public safety … Member cities of the SCWMC, Mn/DOT, and Hennepin County have all agreed to identify and implement BMPs focused on reducing chloride use in the Shingle Creek watershed. Stakeholder meetings focused on the Cities’ current activities and identification of activities that can be added to address the needed load reductions in the Chloride TMDL. The topics for the meeting included:
During the stakeholder process, each of the cities discussed their current methodologies and practices for winter road maintenance and identified those areas where improvements could be achieved in each of the six identified categories. Results of these discussions are included in Table H1 through H6 in Appendix I. The following section is a general summary of the activities to be implemented under each of the six categories…
The SCWMC will work through the above framework to encourage implementation of the following strategies. Although the SCWMC will be the lead on the implementation of the Chloride TMDL, individual stakeholders will be ultimately responsible for implementing the identified BMPs. These activities will be tracked by the MPCA as part of the NPDES Phase II Permits that all of the stakeholders hold. The NPDES Phase II permits are BMP based calling for BMPs at the Maximum Extent Practicable (MEP) level to achieve applicable water quality standards. Mn/DOT‘s reduction strategies are covered in the BAT Report included in Appendix H
…The SCWMC will evaluate progress toward meeting the goals and policies outlined in the Second Generation Plan in their Annual Report. Success will be measured by completion of policies and strategies, or progress toward completion of policies and strategies. The Annual Report will be presented to the public at the Commission’s annual public meeting. The findings of the Annual Report and the comments received from the member cities and the public will be used to formulate the work plan, budget, Capital Improvement Program (CIP) and specific measurable goals and objectives for the coming year as well as to propose modifications or additions to the management goals, policies, and strategies… adaptive management will be implemented to protect water quality without sacrificing public safety. As research and understanding on the potential BMPs begin to solidify our understanding of their ability to maintain public safety and protect the beneficial uses of the water body, actions and management plans will be changed to incorporate these advances. However, there are some BMPs and policies that can be addressed now to improve water quality conditions in Shingle Creek.
The full report can be found at . (Dead link)
Storm drains have been identified as a major source of trash in the Los Angeles River. The strategy for meeting the water quality objective will focus on reducing the trash discharged via municipal storm drains.
Waste Load Allocations will be assigned to the Permittees and Co-permittees of the Los Angeles County Municipal Stormwater Permit (hereinafter referred to as Permittees) and Caltrans. In addition, Waste Load Allocations may be issued to additional facilities in the future under Phase II of the US EPA Stormwater Permitting Program. Waste Load Allocations assigned under the MS4 permit and the Caltrans permit will be based on a phased reduction from the estimated current discharge (i.e., baseline) over a 10-year period until the final Waste Load Allocation (currently set at zero) is met. The baseline allocation for the MS4 Permittees and Co-permittees (referred to hereinafter as the "Permittees") will be derived from currently available data (i.e., default baseline allocations) or refined data collected during the Baseline Monitoring Program.
Upon completion of the baseline monitoring, staff shall report to the Board the results of such baseline monitoring. The Regional Board will review the final Waste Load Allocations once a reduction of 50% has been achieved. This means that the final Waste Load Allocation will be reviewed only after substantial reductions are achieved. A review of the Waste Load Allocation will be based on the findings of future studies regarding the threshold levels needed for protecting beneficial uses. The threshold level is presumed to be specific to all categories of trash… The Default Baseline Waste Load Allocation for the municipal stormwater permittees is equal to 640 gallons (86 cubic feet) of uncompressed trash per square mile per year. No differentiation will be applied for different land uses in the Default Baseline Waste Load Allocation. This value is based on data provided by the City of Calabasas, as described previously. In the event that the permittees elect to rely on the Default Baseline Waste Load Allocation, they must first establish a conversion factor translating uncompressed volume to a standardized compacted volume and/or dry weight. The final Default Baseline Waste Load Allocation, as described in compressed volume and/or dry weight, will be specified in the stormwater permit… The municipal stormwater permittees may opt to seek refinement of the Default Baseline Waste Load Allocation by implementing an approved "Baseline Monitoring Plan," as described in Section VII. The goal of the Baseline Monitoring program is to derive a representative trash generation rate for various land uses from across the Los Angeles River watershed. The Baseline Waste Load Allocation for any single city will be the sum of the products of each land use area multiplied by the Waste Load Allocation for the land use area… Each permittee will be allowed 90% of their baseline Waste Load Allocation during the first year of implementation, and the allocation will be reduced from the baseline by an average 10% through every year of implementation… Watershed wide default allocations for the ten-year implementation period are presented in Table 5. Using a default baseline load allocation of 86 cubic feet per square mile for the municipal permittees and 893 cubic feet per square mile for Caltrans33, the default annual baseline Waste Load Allocation for the municipal permittees is 11,094 cubic feet (expressed as uncompressed volume) and 1,635 cubic feet for Caltrans.34 The Waste Load Allocations represent a progressive reduction in the baseline Waste Load Allocation over a period of 10 years. The volumes shown, in cubic feet, are in uncompressed volumes, but in the event that the permittees elect to rely on the default baseline Waste Load Allocations, this unit of measure will be converted to an equivalent unit expressed in cubic yards based on a standardized compaction rate or dry weight…
As required by the Clean Water Act, discharges of pollutants to surface waters from storm water are prohibited, unless the discharges are in compliance with a National Pollutant Discharge Elimination System (NPDES) Permit. Discharge of trash to Ballona Creek will be regulated via the Municipal NPDES Storm Water Permits and the Caltrans stormwater permit. In addition, USEPA Phase II stormwater permits, general permits, and industrial permits may also be used to regulate discharges of trash to the river. In June 1990, the first Municipal NPDES Storm Water Permit was issued jointly to Los Angeles County and 84 cities as co-permittees. A separate NPDES Storm Water Permit was issued to the City of Long Beach on June 30, 1999. Storm water municipal permits will be one of the implementation tools of this Trash TMDL, and will include the allocations as effluent limits. Thus, future storm water permits will be modified to incorporate the Waste Load Allocations and to address monitoring and implementation of this TMDL… During the Baseline Monitoring Program that occurs prior to the commencement of the Implementation Phase, cities will be deemed in compliance with the Waste Load Allocations provided that all of the trash collected during the monitoring program is disposed of in compliance with all applicable regulations. Thereafter, compliance with the Waste Load Allocations will be calculated as a running three-year average. Other measures of compliance will relate to the implementation and reporting as required under the approved Baseline Monitoring Program… Permittees may employ a variety of strategies to meet the progressive reductions in their Waste Load Allocations. These strategies may be broadly classified as either:
…Two example control strategies for municipal stormwater discharges are described in this section.
This Appendix presents language from select TMDLs that address WLAs for municipal stormwater.
The full report can be found at . (Dead link)
Similarly, concentration-based limits are being placed on dry-weather flows associated with the general industrial storm water permits and the general construction storm water permits. The waste load allocations during dry weather for all minor NPDES, general NPDES, general industrial storm water and general construction storm water permits are listed in Table 6-2 adjusted for hardness. Monitoring requirements will be placed on these discharges as appropriate in their respective NPDES permits. Any future minor NPDES permits or enrollees under a general NPDES permit, general industrial storm water permit or general construction storm water permit will also be subject to the WLAs in Table 6-2. In the storm water permits, permit writers may translate numeric waste load allocations to BMPs, based on BMP performance data.
…Similarly, concentration-based limits are being placed on wet-weather flows associated with the general industrial storm water permits and the general construction storm water permits. The waste load allocations during wet weather for all minor NPDES, general NPDES, general industrial storm water and general construction storm water permits are listed in Table 6-3 adjusted for hardness.
The full report can be found at .
This section presents language from select TMDLs that address future growth.
This section presents language from select TMDLs that address implementation activities and timelines designed to meet the TMDL requirements.
This section presents language from select TMDLs that address monitoring requirements for permitted stormwater.
This section presents language from select TMDLs that address reasonable assurances that the WLA for stormwater can be met.
This section presents language from select TMDLs that address the use of surrogates for the TMDL impairment.