

The Painter Creek subwatershed is located along the northwestern boundary of the Minnehaha Creek Watershed District (MCWD or District) and within the cities of Medina, Orono, Maple Plain, Independence, and Minnetrista. The subwatershed includes Painter Creek, Katrina Lake, Thies Lake, large areas of undisturbed or low-density development (including Baker Park Reserve), and numerous wetlands. The upper subwatershed drains to Katrina Lake, which is the headwater of Painter Creek. Painter Creek, which is comprised mainly of ditches through large wetland and marsh areas connected by relatively short reaches of channel with forested banks, flows 6.2 miles to Jennings Bay.
Painter Creek conveys high phosphorus and sediment loads to Jennings Bay. The ecological integrity of Painter Creek is limited by its low gradient, water quality, and the numerous wetlands through which the stream flows. Little information is available regarding water quality in Katrina Lake or Thies Lake. Numerous high-value wetlands are present in the subwatershed.
Over the next ten years, the District’s focus in the Painter Creek subwatershed will be on reducing the phosphorus and sediment loading conveyed to Jennings Bay and conserving ecological integrity within the subwatershed. The following will be particular focus areas:
The Painter Creek subwatershed is located along the northwestern boundary of the MCWD and within the cities of Medina, Orono, Maple Plain, Independence, and Minnetrista (see Figure 1). The Painter Creek watershed is 8,667 acres in size (13.5 square miles).
The subwatershed is located within the Lonsdale-Lerdal till region, an area characterized by thinly spread glacial drift and circular, level-topped hills. The 2003 MCWD Hydrologic, Hydraulic, and Pollutant Loading Study (HHPLS) subdivided the Painter Creek subwatershed into 26 subwatershed units, designated PC-1 through PC-26 (see Figure 2).
The upper subwatershed drains through streams and channels to Katrina Lake in the Baker Park Reserve in the upper subwatershed. Painter Creek is the outlet of Katrina Lake, flowing 6.2 miles south and east from the lake to Jennings Bay.
The depth to bedrock within the subwatershed varies from 200 to 300 feet. Quaternary deposits – the surficial material overlaying the bedrock – are generally high relief New Ulm loamy till, with pockets of peat and muck and two large areas of clay deposits in the western subwatershed. Soils within the watershed are predominantly classified as Natural Resources Conservation Service Hydrologic Soil Group B (loamy soils with moderate infiltration potential) and D (clayey soils with very low infiltration potential) (see Figure 3). The Group D soils are found in low-lying areas and are generally hydric, or showing indications of inundation (see Figure 4) or are in areas of mucky soils. There are also scattered areas of Group C soils, finer-grained sandy clay loam soils with low infiltration potential.
The Three Rivers Park District’s Baker Park Reserve covers much of the upper subwatershed (see Figure 6). The park includes numerous wetlands and Katrina Lake, and bicycle/hiking trails provide access to many natural features.
The Luce Line Regional Trail passes across this subwatershed. The Minnesota Historic Features database notes 14 historic features in this subwatershed, most residences or farmhouses or agricultural buildings. The listing includes a church and a post office as well as two commercial buildings in Maple Plain.
Figure 5a and Figure 5b showing land cover as classified by the Minnesota Land Cover Classification System (MLCCS) illustrates the wide variety of land cover types in the subwatershed. Wetland and forest/woodland covers dominate the central subwatershed along the Painter Creek corridor, while low-density development is dispersed throughout the subwatershed. There is a small area of higher density development in the City of Maple Plain. Large areas of agricultural use are present in the lower subwatershed.
Large areas of undisturbed or minimally disturbed forest and wetland in the subwatershed, including the Baker Park Reserve and Painter Marsh, have been designated Regionally Significant Ecological Areas by the DNR. The Minnesota County Biological Survey (MCBS) determined that several areas in the subwatershed were of moderate or high biodiversity significance, including a tamarack swamp complex east of Katrina Lake; the wetland and upland areas surrounding Katrina Lake; and patches of maple-basswood and oak forest. The Baker Park Reserve and a large area in the lower subwatershed are part of a DNR-designated Metro Conservation Corridor. The lower subwatershed conservation corridor area is part of a much larger corridor that extends south into the Dutch Lake and Langdon Lake subwatersheds, eventually connecting with the Gale Woods Regional Park in Minnetrista.
The Minnesota Natural Heritage Information System lists several rare natural features in this subwatershed. These include bald eagle, a federally-listed threatened species; trumpeter swans, a state-listed threatened species; and American ginseng, a state species of special concern.
No fish or aquatic vegetation survey data is available for Katrina or Thies Lakes.
Biological sampling on Painter Creek was conducted as a part of the Upper Watershed Stream Assessment. Ten sites were sampled; only five yielded more than the 100 organisms typically needed to assure a statistically valid score. The F-IBI – an Index of Biotic Integrity identified to the organism’s family level – for nine of the ten sites fell into the “Fairly Poor” category. Macroinvertebrate family diversity was very low, primarily due to habitat limitations posed by the low stream gradient and numerous wetlands through which the creek flows. One site, just upstream of CR 110 about one-third of a mile upstream of the creek mouth, scored an F‑BI of “Good,” although that was based on a sample of only 10 organisms so it cannot be considered statistically valid. The score was based on a sampling of organisms at the site that as a family are relatively pollution intolerant. Additional sampling and identification of organisms to the species level would be necessary to adequately characterize the biological integrity of Painter Creek. Field staff conducting the sampling noted the presence of numerous carp in the lower reaches of the creek, and a few in the upper reaches.
A high density of wetlands is present in the subwatershed. A number of them were identified in the 2003 MCWD Functional Assessment of Wetlands (FAW) as having exceptional to high vegetative diversity and wildlife habitat potential as well as having high aesthetic values (see Figure13). Wetlands riparian to Katrina Lake as well as in-line wetlands on Painter Creek were noted as having high fish habitat potential.
The predominant land use in the subwatershed is vacant or undetermined, followed by park and open space and agricultural (see Figure 7). Much of the vacant land is large wetland or woodland tracts. Most of the impervious area is concentrated in a few areas of low-density residential development and part of the city of Maple Plain. Some large agricultural uses remain in the lower subwatershed, while the upper subwatershed is dominated by Baker Park Reserve.
Table 1. Percent of Painter Creek subwatershed by 2000 land use.
|
Land Use 2000 |
Acres |
% of Subwatershed |
|
Vacant or Undetermined |
3,915.8 |
45.2% |
|
Parks and Open Space |
1,617.6 |
18.7% |
|
Agricultural |
1,509.9 |
17.4% |
|
Single - Family Residential |
1,089.7 |
12.6% |
|
Water |
395.7 |
4.6% |
|
Institutional |
51.3 |
0.6% |
|
Industrial |
38.0 |
0.4% |
|
Roads and Highways |
25.1 |
0.3% |
|
Commercial |
17.6 |
0.2% |
|
Multi - Family Residential |
9.0 |
0.1% |
|
|
8,218.4 |
|
Source: Metropolitan Council. See Figure 7.
Because so much of the subwatershed is park or wetland, future land use in the subwatershed is not expected to change dramatically by 2020 or 2030 (see Figure 8 and Figure 9), although there will continue to be development. Much of Independence, Orono and Medina are classified as “Low Density Rural Residential” or “Diversified Rural,” meaning large-lot scattered development. The highest densities are expected to remain in the US Highway 12 corridor. The area west of Highway 110 in the lower subwatershed is expected to remain primarily agricultural.
There are no boat accesses or beaches on the lakes in the subwatershed, nor on Painter Creek.
The Department of Natural Resources’ Public Waters Inventory identifies numerous basins within the Painter Creek subwatershed as under the jurisdiction of the DNR (see Figure 10). These include Katrina Lake and the following major unnamed basins:
Table 2. Public Waters in the Painter Creek subwatershed.
|
Name and DNR ID # |
Name and DNR ID # |
Name and DNR ID # |
Name and DNR ID # |
|
Academy Marsh (27-518 P) |
Unnamed (27-396 W) |
Unnamed (27-522 P) |
Unnamed (27-922 W) |
|
Katrina (27-154 P) |
Unnamed (27-408 P) |
Unnamed (27-842 W) |
Unnamed (27-924 W) |
|
Painter (27-923 W) |
Unnamed (27-513 W) |
Unnamed (27-843 P) |
Unnamed (27-937 W) |
|
South Katrina (27-918 W) |
Unnamed (27-519 P) |
Unnamed (27-916 W) |
Unnamed (27-941 W) |
|
Thies (27-156 W) |
Unnamed (27-520 P) |
Unnamed (27-917 W) |
|
|
Unnamed (27-1101 P) |
Unnamed (27-521 P) |
Unnamed (27-921 W) |
|
Source: Minnesota Department of Natural Resources (DNR). See Figure 10.
The HHPLS included detailed modeling of the current and 2020 hydraulic and hydrologic conditions in the subwatershed. That modeling includes the following results for modeled locations (lakes, ponds, channels, and crossings) within the subwatershed:
Those detailed results are not reproduced here, but are incorporated by reference. The HHPLS model predicted that development in the lower subwatershed, particularly in subwatershed units PC-25 and 26 (see Figure 2) that are now lightly developed, agricultural, or wooded, would increase drainage from the subwatershed unit to the creek by more than 10 cfs for the critical event, as well as flow in the creek downstream of Painter Creek Drive. The HHPLS scour analysis identified that reach as having low erosion potential based on soils, although the Upper Watershed Stream Assessment noted several areas of bank erosion between Painter Creek Drive and CR 110 both upstream and downstream of the channel conveying drainage from PC-25. The Stream Assessment recommended a geomorphologic analysis of the reach be completed to determine the cause of this erosion.
Table 3. Modeled peak discharge from Painter Creek subwatershed (cfs).
|
Event |
Existing |
2020 |
Snowmelt |
|
1.5 year, 24 hour |
122.1 |
- |
- |
|
100 year, 24 hour |
365.6 |
414.0 |
- |
|
100-year, 10-day |
- |
- |
246.7 |
Source: 2003 MCWD Hydrologic, Hydraulic, and Pollutant Loading Study (HHPLS)
Katrina Lake is the primary lake within the subwatershed, serving as the headwaters for Painter Creek. It is a shallow lake and has a surface area of about 202 acres. Thies Lake is a small lake located in the top of the subwatershed. Neither lake is monitored as part of the District’s monitoring program, and little or no water quality data is available for them. The HHPLS did not specifically model these lakes nor establish water quality goals for them.
Table 4. Physical characteristics of lakes in the Painter Creek subwatershed.
|
Lake |
Surface Area |
Maximum Depth |
Watershed to Lake Area Ratio |
DNR Classification |
|
Katrina |
202 |
N/A |
15:1 |
Natural Environment |
|
Thies |
11 |
27 |
40:1 |
Natural Environment |
Source: Minnesota DNR.
Table 5. Selected water quality goals and current conditions of lakes in the Painter Creek subwatershed.
|
Lake |
1997 TP Goal |
HHPLS TP Goal |
1997-2004 Average TP |
2004 | |||
|
TP (μg/L) |
Chl-a (μg/L) |
Secchi (m) |
|||||
|
Katrina |
N/A |
N/A |
N/A |
N/A |
N/A |
.5-1* |
N/A |
|
Thies |
50 |
N/A |
N/A |
N/A |
N/A |
1-2* |
N/A |
*Clarity as estimated by the University of Minnesota using satellite imagery
Source: MCWD. Satellite data from Minnesota DNR/University of Minnesota.
The Maple Plain wastewater treatment plant operated from 1952 to 1986, with the wastewater lagoon discharging to Katrina Lake. The MCES estimates that while it operated the plant was responsible for 45 percent of the phosphorus load to downstream Jennings Bay. The lake, Painter Creek, in-line wetlands, and Jennings Bay may continue to be impacted by residual phosphorus in sediments, but no data is available to determine if this is the case.
Painter Creek is the primary stream within the subwatershed. It is the outlet of Katrina Lake in the Baker Park Reserve, flowing 6.2 miles to Jennings Bay. It is comprised mainly of ditches through large wetland and marsh areas connected by relatively short reaches of channel with forested banks. The creek was channelized as County Ditch #10 in 1905 (see the following section). Several other small streams and channels provide drainage and local conveyance within the subwatershed.
Painter Creek is included in the District’s Annual Hydrologic Data monitoring program, and was also studied in-depth in 2004 as part of the District’s Upper Watershed Stream Assessment and the Painter Creek Feasibility Study. Flow in the creek is controlled by weirs at the outlets of Katrina Lake, South Katrina Marsh, Painter Marsh, and Pond 937. Five storm sewer outfalls, mainly small diameter culverts directing drainage from crossing roadways, discharge into the creek. There are 18 bridge and culvert crossings; some of the culvert crossings provide grade control. The culvert at Painter Drive is designed as a fish barrier to provide grade control; however, it currently does not function as such and requires replacement. The culvert at West Branch Road is also a grade control.
The creek flows through several large wetlands prior to discharging to Jennings Bay. The Stream Assessment identified 11 sites of erosion or bank failure and 19 sites with debris in the channel, many of them associated with bank failures. Half of the eroded sites were concentrated in Reach 1 between Painter Creek Drive and CR 110. The HHPLS scour analysis revealed two other reaches of Painter Creek as having some scour potential, as well as several reaches on small streams elsewhere in the subwatershed.
The Feasibility Study identified erosion problems in a tributary south of Maple Plain, resulting in bank down- and under-cutting, mass wasting, overturned trees, sediment transport and deposit down channel, and preventing free flow causing water to back up onto an adjacent property.
Water quality and flow in the creek is monitored at four locations. Painter Creek carries significant phosphorus, TSS, and chloride loads to Jennings Bay. Phosphorus load generally increases from upstream to downstream site, suggesting that the in-line wetlands are contributing to phosphorus loads in the creek and thus to the bay. Dissolved oxygen within the stream in the summer months falls well below the 5 mg/L State of Minnesota standard for class 2B waters. E coli bacteria were monitored in Painter Creek in 2004, and counts in excess of state standards were obtained in 2004 during August and September.
A public drainage ditch established under Minnesota Statutes Chapter 103E is located within this subwatershed. Painter Creek was channelized as County Ditch #10 in 1905. The purpose of the ditch was likely to connect wetlands and provide drainage to promote agriculture. The ditch continues to provide that function today.
Approximately 31 percent of the land area within the Painter Creek subwatershed is shown on the National Wetland Inventory as wetland (see Table 6 ).
Table 6. National Wetlands Inventory wetlands in the Painter Creek subwatershed.
|
Circular 39 Type |
Area (acres) |
Cowardin Class |
Area (acres) |
|
Seasonal |
12.4 |
Emergent |
1,799.7 |
|
Wet Meadow |
39.0 |
Forested |
230.9 |
|
Shallow Marsh |
1,757.7 |
Scrub Shrub |
237.1 |
|
Deep Marsh |
23.8 |
Unconsolidated Bottom |
298.2 |
|
Open Water |
275.1 |
|
|
|
Scrub Shrub |
237.1 |
|
|
|
Forested |
230.9 |
|
|
|
TOTAL |
2,576.0 |
|
2,576.0 |
Source: Minnesota DNR.
In 2001-2003 the District undertook a Functional Assessment of Wetlands (FAW) on all wetlands greater than one-quarter acre in size. This assessment used a variant of the Minnesota Routine Assessment Method. In contrast to Table 6 above, which shows wetland acreage and type from the National Wetlands Inventory completed in the 1980s, Table 7 below shows the acreage and type as assessed in the field. Using the results of that analysis, individual wetlands were assigned to one of four categories – Preserve, and Manage 1, 2, or 3 (see Figure 12 and Table 8). Wetlands that were evaluated as Exceptional or High on certain ecological or hydrologic values were assigned to the Preserve category. The balance of evaluated wetlands were assigned to a category based on this assessment of current functions and values, with Manage 1 wetlands exhibiting higher values and Manage 2 and 3 moderate or lower values. Refer to the Functional Assessment of Wetlands (2003) for details of methodology, classification, and management recommendations.
Table 7. Dominant wetland type in the Painter Creek subwatershed as assessed in the Functional Assessment of Wetlands.
|
Circular 39 Type |
Area (acres) |
|
Seasonal |
454.9 |
|
Wet Meadow |
534.5 |
|
Shallow Marsh |
1266.6 |
|
Deep Marsh |
33.0 |
|
Open Water |
44.5 |
|
Scrub Shrub |
229.8 |
|
Forested |
63.1 |
|
Lakes |
286.0 |
|
Not typed |
8.4 |
|
TOTAL |
2,920.8 |
Note: Based on field assessment. Excludes those areas determined in the field not to be wetlands, and stormwater ponds clearly excavated out of upland. Includes some small areas that were not field assessed.
Source: MCWD 2003 Functional Assessment of Wetlands. See Figure 11.
Table 8. Wetland management classifications of wetlands in the Painter Creek subwatershed as determined in the Functional Assessment of Wetlands.
|
Classification |
Number |
Area (acres) |
% of total |
|
Preserve |
54 |
1,307.7 |
47.1 |
|
Manage 1 |
91 |
362.7 |
13.8 |
|
Manage 2 |
169 |
696.6 |
25.1 |
|
Manage 3 |
157 |
388.1 |
14.0 |
|
TOTAL |
471 |
2,755.1 |
|
Note: The FAW excluded large lakes and wetlands less than ¼ acre in size; those areas are included in the NWI, so total will not match Tables 6 or 7.
Source: MCWD 2003 Functional Assessment of Wetlands. See Figure 12.
The Painter Creek subwatershed has a large number of wetlands of various sizes distributed across the landscape, including several very large wetlands. Many scored highly on vegetative diversity, fish and wildlife habitat, or aesthetics (see Figure 13). Some of the wetlands were also evaluated for restoration potential. Factors considered were the ease with which the wetland could be restored, the number of landowners within the historic basin, the size of the potential restoration area, the potential for establishing buffer areas or water quality ponding, and the extent and type of hydrologic alteration. Several wetlands of moderate or high restoration potential are located throughout the subwatershed, including wetlands through which Painter Creek flows (see Figure 14).
Floodplains are shown on Figure 15. In 2005 the District completed an evaluation of flood elevations on Minnehaha Creek, and four upper watershed streams: Gleason Creek, Long Lake Creek, Painter Creek, and Six Mile Creek. Figure 15 shows the elevations of floodplains modeled by the District and other floodplains in the subwatershed.
The HHPLS identified the infiltration potential of the upland areas within the subwatershed as medium to low with some areas of variability where the soils are organic in nature (see Figure 16). Areas of moderate to high or very high aquifer sensitivity roughly follow the Painter Creek corridor to Jennings Bay. Elsewhere the Hennepin County Geologic Atlas classifies most of the upland areas as being of low to moderate sensitivity to pollution (see Figure 17).
Two small corners of the Painter Creek subwatershed have been designated by the Minnesota Department of Health as Drinking Water Sensitivity Management Areas (DWSMA) for a City of Minnetrista well and a City of Long Lake well. The MDH has designated these areas to be of low risk and vulnerability to contamination of the drinking water supply. Figure 18 shows the DWSMAs and associated Wellhead Protection Areas.
The County Well Index has records of approximately 125 wells in the subwatershed, mostly shallow (less than 300 feet deep) domestic water supply wells.
Land use change impacts downstream water quality by increasing the volume of runoff and the concentration and load of nutrients and sediment transported to receiving waters. Land use change such as the expected conversion of vacant land to other uses can be expected to impact water quality in Jennings Bay. Table 9 illustrates how land use change such as the expected conversion of vacant land to other uses could be expected to ultimately impact water quality in Jennings Bay. The table also illustrates the impact of a regulatory program managing these impacts.
‘Ultimate Development’ is defined as the conversion of all agricultural lands and one-half of the upland forested area that remains undeveloped in the 2020 local government land use plans. This conversion may take place by 2030 or require significantly more time; but it is assumed that at some point in the future these conversions will occur. More detail regarding this modeling can be found in Technical Appendix A.
Table 9 contrasts three nutrient loading reduction scenarios. Scenarios 1 and 2 contrast the required load reductions if there were no regulatory program to the requirements under the existing regulatory program. The Painter Creek Feasibility Study and the HHPLS assumed that there would be no load increase from future development; the third scenario in Table 9 indicates that even with a stringent regulatory program that strictly prohibits any new phosphorus loading, additional reductions would be necessary to achieve the interim phosphorus concentration goals
Table 9. Lake modeled 2020 and ultimate development water quality and the total phosphorus loading reduction necessary to achieve in-lake total phosphorus concentration goals.
|
Jennings Bay Goal = 50 μg/L |
2000 |
2020 |
Ultimate Development |
|
Scenario 1: No Regulatory Program |
|||
|
Predicted in-lake TP (μg/L) |
|
154 |
156 |
|
P load decrease needed to achieve 50 μg/L (lbs/year) |
|
5,189 |
|
|
Scenario 2: Current Regulatory Program |
|||
|
Predicted in-lake TP (μg/L) |
94 |
|
136 |
|
P load decrease needed to achieve 50 μg/L (lbs/year) |
|
3,992 |
|
|
Scenario 3: Regulatory Program That Prohibits A Net Increase in Loading from New Development (As assumed in HHPLS) |
|||
|
Predicted in-lake TP (μg/L) |
|
126 |
|
|
P load decrease needed to achieve 50 μg/L (lbs/year) |
|
3,398 |
|
Note: Phosphorus loads are based on data in the Painter Creek Feasibilty Study rather than the HHPLS.
The Painter Creek subwatershed ecosystem faces varying threats from degradation as a result of development pressure, urbanization, and subsequent channelization of stream conveyances that go beyond impacts to water quality and hydrology. Development can directly or indirectly degrade and fragment habitat, and reduce or eliminate the opportunities for natural stormwater management provided by minimally disturbed grasslands, forests, woodlands, and wetlands.
The establishment of the connectivity between ecosystems will become increasingly difficult as development encroaches on the corridor. Currently about one-third of the subwatershed is agricultural or urbanized. It is expected that about two-thirds of the existing agricultural and one-half of the forested lands will be converted to low-density residential development by 2020. These conversions to large-lot development would likely create a patchwork of remnant woodland, grassland, and wetland. Many species require significant contiguous areas of habitat in which to hunt or brood. The fragmentation that would result from development would limit the ecological integrity of the entire area.
The following section presents the 17 watershed goals approved by the MCWD, measurable objectives, metrics and the specific goals and actions for the Painter Creek subwatershed.
Promote abstraction and filtration of surface water where feasible for the purposes of improving water quality and increasing groundwater recharge throughout the watershed.
Development and the associated creation of new impervious surface increases the volume of stormwater runoff. The new runoff volume can convey more pollutants to receiving waters and may increase erosion and sediment transport, negatively affecting water quality. Development also decreases the amount of stormwater that naturally percolates into the soil to recharge groundwater, thus reducing baseflow in streams, changing hydrology in groundwater-fed wetlands, and decreasing water availability in drinking water aquifers.
Abstraction of stormwater (retained on site through infiltration, evapotranspiration, or capture and reuse) reduces the amount of runoff from the site conveying pollutants. The most common type of abstraction, infiltration, reduces runoff, which helps recharge groundwater. Filtration offers an opportunity to use soil to naturally cleanse stormwater prior to discharge. Increased abstraction in the Painter Creek subwatershed is desirable: 1) to reduce the amount of pollutant loading into Painter Creek and thus Jennings Bay, to reduce the volume of water from new development into erosion-prone steams and 2) to protect the hydrology of the large discharge (groundwater-fed) wetlands in the subwatershed. Many of those wetlands are key resources with high ecological values that are dependant on groundwater to maintain those functions and values.
A key strategy to achieve this goal is the adoption of a volume management standard for new development and redevelopment that requires the abstraction of one inch of rainfall. Much of the subwatershed has at least moderate infiltration potential. Requiring new development and redevelopment to abstract some of the new stormwater generated and encouraging retrofitting to increase infiltration on existing sites would:
Desired Outcomes: Increased infiltration, reduction in pollutant loading and volumes of runoff to supplement other goals.
Metrics: Acre-feet of infiltration to meet nutrient loading reductions for water quality and volume reductions for water quantity goals.
Increase abstraction and infiltration to reduce runoff volumes carrying pollutant loads and to promote groundwater recharge.
Promote activities that maintain, support and enhance floral, faunal quantity and ecological integrity of upland and aquatic resources throughout the watershed.
The Painter Creek subwatershed is notable for its ecological resources and large tracts of minimally developed area, including wetlands, forests, and grasslands and the Baker Park Reserve. Many of those areas within the subwatershed are located in an MCWD, local or regional conservation corridor. There is potential to create ecological corridors through the watershed centered on the streams and wetland complexes through which they flow. These connect with Baker Park Reserve as well as other resources in adjacent subwatersheds. The Painter Creek Feasibility Study identified a Painter Creek corridor in which the District and its partners should consider focusing efforts for active conservation.
Connected corridors are desirable as they provide a variety of habitats both aquatic and terrestrial as well as protected areas for passage. Within these conservation areas wherever possible the District would promote the conservation or establishment of native vegetation to increase or maintain infiltration rates; decrease or maintain runoff rates and pollutant conveyance to water resources; and minimize erosion of shorelines and streambanks. Sustaining or improving water quality and ecological integrity is necessary to meet the District goals in this plan as well as to meet state and federal nondegradation, water quality and biological integrity requirements and to prevent the need for future TMDLs.
The Painter Creek subwatershed includes numerous wetlands with exceptional or high fish or wildlife habitat value as well as wetlands with exceptional or high vegetative diversity. The Key Conservation Areas identified in this plan (see Figure 19) include those wetlands as well as associated upland areas of high ecological value such as maple-basswood forest. Conservation of those associated upland areas not only provides additional habitat type, but also helps preserve local runoff and infiltration rates. The plan also identifies areas within the Baker Regional Park Reserve as high-value resources, and coordination between the Three Rivers Park District, DNR, the MCWD, and other interested parties will be important to protecting and improving those resources.
Katrina Lake, Painter Creek and associated riparian wetlands are primary ecological resources. The ecological community in Painter Creek is limited by its hydrology and morphology as well as the existing water quality. The primary strategies for improving aquatic communities are the acquisition of new data such as vegetation surveys and management plans, and improvement of water quality. The several wetlands in the subwatershed with exceptional or high vegetative diversity would be inspected at least annually for invasive vegetative species.
Desired Outcomes: Functional and healthy ecological corridors and waters throughout the subwatershed.
Metrics:
Maintain and improve overall ecological integrity within the subwatershed.
Manage rough fish populations to reduce water quality impacts.
Maintain a healthy aquatic vegetation community.
Maintain conditions suitable for a healthy and varied biologic community in Painter Creek.
Preserve, maintain and improve aesthetic, physical, chemical and biological composition of surface waters and groundwater within the District.
The HHPLS used an extensive public input process to establish water quality goals for the primary receiving waters in the District, focusing primarily on identifying target total phosphorus concentrations. This plan identifies those plus additional goals related to water quality. This plan sets forth a set of actions the District will undertake to reduce pollutant loading in the subwatershed and achieve water quality goals. The achievement of these water quality goals is not only necessary to meet state and federal water quality requirements and to prevent future TMDLs, but also to meet this plan’s ecological integrity goals.
Desired Outcomes: Achievement of in-lake nutrient concentration goals through achievement of nutrient loading reductions.
Metrics:
Achieve in-lake total phosphorus concentration goal of 50 μg/L in Jennings Bay.
Achieve and maintain other state lake water quality standards, including >1.4 m Secchi clarity and 14 ug/L chl-a, in Jennings Bay.
Achieve and maintain state water quality standards in Painter Creek and minimize pollutant loading contribution to Jennings Bay.
Minimize the risks of threats to public health through the development of programs, plans and policies that improve the quality of surface and groundwater resources.
There are several potential threats to public health in the Painter Creek subwatershed. Most of the subwatershed is outside the Municipal Urban Services Area (MUSA), and property owners use individual sewage treatment systems for their sanitary service. Agricultural and animal husbandry land uses generate and use animal waste that if improperly managed could be a source of pathogens. Where sewer service is available, sewage overflows from sanitary sewer breaks or improperly functioning infrastructure could result in overflows discharged to downstream water resources. An additional potential source of pathogens is waterfowl, which are attracted to open water with easy routes from the water to vegetation on shore. The District’s role in minimizing the threats to public health in the Painter Creek subwatershed is mainly to provide targeted information to landowners and LGUs.
Desired Outcomes: Minimization of threats to public health from contact with contaminated surface waters.
Metrics: Reported cases of illness transmission via surface water contact.
Minimize risks to human health and water quality from land use activities.
Maintain a vegetated shoreline on streams and wetlands where practical and effective to reduce overpopulation of the lake with waterfowl.
Require LGUs and other agencies to manage public sanitary sewer infrastructure to minimize sewage overflows and to minimize impacts from those overflows on District water resources.
Maintain or reduce existing flows from drainage within the watershed to decrease the negative effects of stormwater runoff and bounce from existing and proposed development as well as provide low flow augmentation to surface waters.
Development and the associated creation of new impervious surface increases the volume of stormwater runoff from the landscape, changes the rates and times to peak runoff flow, and decreases the amount of stormwater that naturally percolates into the soil to recharge groundwater. The District’s long term goal in the Painter Creek subwatershed is to achieve no increase in the volume of stormwater discharged from the subwatershed into Jennings Bay. Implementation strategies will include minimizing new runoff volumes from development and encouraging infiltration and groundwater recharge to maintain baseflow in the creek and adequate hydrology to groundwater-fed wetlands.
A key strategy to achieve this goal is the adoption of a volume management standard for new development and redevelopment that requires the abstraction (removal from runoff through infiltration, capture and reuse, evapotranspiration, etc.) of one inch of rainfall. Approximately 70 percent of annual runoff volume in Minnesota results from precipitation events of 1” or less (MPCA, 2000). Requiring new development and redevelopment to abstract (retain on site through infiltration, evapotranspiration, or capture and reuse) runoff from small rain events would significantly reduce new volumes of runoff flowing downstream and help reduce future erosion in streams and channels; minimize new pollutant loading that would have been conveyed by that stormwater; and help maintain groundwater levels, preserving wetlands.
The additional new volume could be mitigated through construction of regional infiltration basins, restoring drained wetlands, reforestation and revegetation, or other means.
Table 10. Modeled annual volume of runoff in the Painter Creek subwatershed, and estimated reductions resulting from application of a proposed 1” abstraction rule for new development and redevelopment (acre-feet).
|
2000 modeled annual subwatershed runoff volume |
3,332 |
|
2020 modeled annual subwatershed runoff volume |
3,518 |
|
Ultimate Development modeled annual subwatershed runoff volume |
3,686 |
|
Increase between 2000 and Ultimate Development |
354 |
|
Estimated volume abstracted by 1” rule |
247 |
|
New volume to be abstracted through other means such as capital projects, wetland restorations, reforestation and revegetation, etc. |
107 |
Desired Outcomes: Management of water volumes discharged from the subwatershed.
Metrics: Acre-feet volume abstraction.
Reduce volume of stormwater runoff from new development and redevelopment and maintain or reduce existing water volumes discharged from the subwatershed into Jennings Bay.
Manage water volumes to Painter Creek to prevent further erosion.
Require public stormwater conveyance and control structures in the watershed be sized and maintained properly to convey current and ultimate stormwater flows to minimize flooding and erosion potential.
Preserve the natural appearance of shoreline areas and minimize degradation of surface water quality which can result from dredging operations.
Eroding shorelines and streambanks contribute to the degradation of water quality. Native vegetation can effectively stabilize these areas, filter runoff for sediment and other pollutants, and provide habitat. Restoration of streambanks on Painter Creek and other streams in the subwatershed and wetlands within the subwatershed is a key strategy for meeting this plan’s goals. The Upper Watershed Stream Assessment and the Painter Creek Feasibility Study identified locations where restoration and the creation of buffer zones may be desirable and feasible.
The key areas identified in this plan for conservation activities include the conservation of buffer zones adjacent to streams and channels. In some cases these buffer zones are riparian or flow-through wetlands, and those wetlands have been identified as key conservation areas. Where streams and channels flow through upland areas, conservation of native vegetation within these zones would provide habitat for both aquatic and terrestrial wildlife; help increase or maintain infiltration rates; decrease or maintain runoff rates and pollutant conveyance to water resources; and help minimize erosion. Restoration of lakeshore would have the same benefits. Sustaining or improving water quality and ecological integrity is necessary to meet District goals as well as to meet state and federal nondegradation, water quality and biological integrity requirements and to prevent the need for future TMDLs.
Desired Outcomes: Stable streambanks and shorelines to supplement other goals.
Metrics:
Promote streambank restoration and buffer creation as methods to help meet pollutant loading reduction and ecological integrity goals.
Maintain the hydraulic capacity of and minimize obstruction to navigation without compromising wildlife habitat in watercourses and preserve water quality and navigation appearance in shoreland areas.
The District recognizes the riparian rights of property owners to have and maintain access to public waters. The District will not participate in the removal of nuisance aquatic vegetation solely for the purpose of improving navigation, but may consider macrophyte control where excessive growth contributes to poor water quality.
Desired Outcomes: Minimization of impacts on water resources from dredging.
Metrics: Compliance with the dredging policy.
Manage dredging activities so as to preserve the natural appearance of shoreline areas; recreational, wildlife and fisheries resources of surface waters; surface water quality and ecological integrity of the riparian environment.
Improve water quality by promoting best management practices (BMPs), requiring their adoption in local plans and their implementation on development sites.
This plan and District regulations stipulate the use of Best Management Practices (BMPs) to reduce stormwater volumes and pollutant loadings, but do not prescribe which practices should be used. This allows the LGU and developers the flexibility to implement those that are most appropriate for local conditions and opportunities. A key strategy for plan implementation is providing early consultation with and technical assistance to and education of stakeholders including city staff, residents, and developers to increase knowledge and acceptance of various BMPs and to promote their adoption.
Desired Outcomes: Implementation of Best Management Practices on private and public property to supplement other goals.
Metrics: Compliance with the early consultation requirement.
Promote best management practices as methods to help meet pollutant loading and volume reduction goals established in this subwatershed plan.
Enhance public participation and knowledge regarding District activities and provide informational and educational material to municipalities, community groups, businesses, schools, developers, contractors and individuals.
The District conducts an active and strategic education and communication program watershed-wide to provide general information and to various stakeholder groups in accordance with its five-year strategic education and outreach plan. Targeted information will be necessary in the Painter Creek subwatershed to educate these stakeholders as to the District’s specific goals for this subwatershed, the actions the District plans to take, and their role in conserving water resources in the subwatershed. The specific targeted messages will emphasize conservation of the wide range of high-value resources in the subwatershed and developer education targeting Better Site Design, infiltration, and conservation of undisturbed native vegetation as sites develop.
Desired Outcomes: Stewardship over water resources by residents of the subwatershed to assist District activities and supplement other goals.
Metrics: Telephone survey.
Provide focused education and outreach opportunities within this subwatershed to supplement the general education and outreach program and assist in the achievement of these subwatershed goals.
Work cooperatively with other agencies and groups to coordinate education and outreach efforts to avoid duplication of efforts and maximize resources.
Maintain public ditch systems within the District as required under Statutory jurisdiction.
The public ditch within this subwatershed continues to perform the function for which it was originally established – to drain lands for the promotion of agriculture. The Board will continue to maintain jurisdiction over County Ditch #10 (see Figure 2).
Desired Outcomes: Manage public ditches to maintain drainage and preserve natural features.
Metrics: Stream Visual Assessment Protocol (SVAP) in Painter Creek.
Manage County Ditch #10 in accordance with statutory rights and responsibilities.
Preserve, create and restore wetland resources and maximize the benefits and functionality of wetlands to the watershed.
The Functional Assessment of Wetlands evaluated 2,755 acres of wetlands in the Painter Creek subwatershed, of which 1,308 acres were in the Preserve classification (see Table 6 in Section 2.5.4 and Figure 12). There are numerous wetlands of exceptional and high quality functions and values within this subwatershed. Their conservation is integral to achieving ecological integrity goals, as well as water quality, stormwater management, and floodplain management goals.
A key strategy of this plan is regulation of wetland impacts in accordance with a management classification based on the functions and values findings of the Functional Assessment of Wetlands (FAW). Wetlands are assigned to a classification – either Preserve or Manage 1, 2, or 3 – and allowable impacts would be based on that classification. The wetlands with the highest values – those in the Preserve classification – would be allowed minimal impacts. The Manage classifications would be allowed some impacts, such as accepting new stormwater discharges, depending on classification. This strategy would preserve existing high values such as habitat, vegetative diversity, and sensitivity, while also recognizing that wetlands play an important part in managing stormwater. Wetlands provide essential storm and flood water storage.
Wetlands of exceptional or high vegetative diversity or fish or wildlife habitat value have been designated key conservation areas, as have wetlands that are riparian to streams or channels, have high restoration potential, provide key floodplain storage, or are located in important natural resources conservation areas such as regional park reserves or wildlife corridors.
Except for those in the Preserve classification, which would be managed to an even higher standard, these conservation wetlands would be managed as if they were Manage 1 classification wetlands, with limitations on the amount of new runoff that can be directed to them, and a requirement to pretreat any new discharges to them.
An important part of achieving the goal of no net loss of wetland size, quality, and type will be tracking those impacts to assist in identifying future restoration or wetland creation needs.
Equally important to the regulation of wetlands is the restoration of degraded wetlands within the subwatershed. Figure 14 identifies wetlands based on restoration potential. Restoring wetlands increases specific functions and values of the resource within the watershed ranging from management of flows to water quality improvement to enhancement of the overall ecosystem, particularly within identified corridors. There are several wetlands in the subwatershed with moderate restoration potential, the most prominent being Painter Marsh.
Desired Outcomes: Maintain existing quantity and quality of wetlands throughout subwatershed; improve wetland and surface water quality within Key Conservation Areas.
Metrics:
Maintain existing acreage of wetlands in the subwatershed and achieve no net loss in their size, quality, type, and biological diversity.
Increase the quantity, quality, and biological diversity of Painter Creek subwatershed wetlands through the restoration of impacted wetlands.
Protect and maintain existing groundwater flow, promote groundwater recharge and improve groundwater quality and aquifer protection.
Maintenance of groundwater recharge is important in the Painter Creek subwatershed to maintain baseflow in the Creek and hydrology to the groundwater-fed discharge or combination wetlands as well as to recharge aquifers that supply public and private water wells. Development, with the associated creation of new impervious surface, increases the volume of stormwater runoff and reduces the amount of stormwater that naturally percolates into the soil to recharge groundwater.
Increased infiltration in the Painter Creek subwatershed is desirable for three primary reasons: to reduce the amount of pollutant loading into Painter Creek and thus to Jennings Bay; to help maintain base flows in Painter Creek; and to protect the hydrology of the large discharge (groundwater-fed) wetlands in the subwatershed. Many of those wetlands are key resources with high ecological values that are dependant on groundwater to maintain those functions and values. Much of the subwatershed has at least moderate infiltration potential. Requiring new development and redevelopment to infiltrate some of the new stormwater generated would reduce new volumes downstream and help reduce future erosion in streams and channels; minimize new pollutant loading that would have been conveyed by that stormwater; and help maintain groundwater levels, preserving wetlands.
Some parts of the subwatershed are areas of aquifer sensitivity or are drinking water wellhead protection areas, where care should be taken when infiltrating stormwater. Proper design of infiltration practices is necessary to avoid groundwater contamination. Other land use practices such as the use of private water wells or individual sewage treatment systems, or agricultural practices such as the use of chemicals and handling of animal waste should be monitored to prevent contamination of groundwater resources.
Groundwater management in the Painter Creek subwatershed will focus on increasing the amount of infiltration in the subwatershed, and minimizing opportunity for groundwater contamination from land use practices.
Desired Outcomes: Maintain function of existing groundwater flow, assist in the protection of drinking water supply, no degradation in surficial groundwater quantity or quality.
Metrics:
Protect and maintain groundwater recharge and groundwater quality.
Protect and maintain groundwater flow.
Reduce the severity and frequency of flooding and high water by preserving and increasing the existing water storage capacity below 100-year flood elevations on all waterbodies within MCWD.
The primary strategy in the management of stormwater and prevention of flooding in the Painter Creek subwatershed is the preservation of the stormwater storage. Key areas identified in this plan for conservation include wetlands that provide floodplain storage as well as channel and stream floodplain and riparian zones.
Desired Outcomes: No net loss of floodplain storage.
Metrics: Acres net floodplain fill.
Preserve the existing water storage capacity below the 100-year event elevation.
Utilize District hydrologic and hydraulic data to identify potential public infrastructure high water impacts.
Promote the recreational use, where appropriate, of surface waters within MCWD by providing recreation opportunities for citizens by promoting the use and enjoyment of water resources with the intent of increasing the livability and quality of life within the watershed.
There is little active aquatic recreation in this subwatershed as there is no access to Katrina Lake, and Painter Creek is not suitable for canoeing. The Baker Park Reserve includes extensive hiking and bicycling trails that offer opportunities for aesthetic enjoyment of Katrina Lake and the other wetlands within the reserve, wildlife viewing, and other passive recreation. The Luce Line Regional Trail crosses the subwatershed on the south. District and local efforts to improve ecological integrity and conserve corridors will enhance those aesthetic and recreational values across the subwatershed. The District’s primary strategies in promoting and supporting recreational use of water resources is improving water quality.
Desired Outcomes: Manage surfaces waters to achieve water quality goals so designated use is maintained and unimpaired.
Metrics:
Support Katrina Lake and Painter Creek recreational use by reducing phosphorus loads and improving water quality.
Control temporary sources of sediment resulting from land disturbance and identify, minimize and correct the effects of sedimentation from erosion-prone and sediment source areas.
Erosion within the subwatershed can result in sediment being transported to lakes, wetlands, and streams, where it can degrade water quality and habitat. Sediment accumulating in channels, culverts, and other facilities can reduce their ability to convey stormwater, while erosion can undermine their stability.
The key areas identified in this plan for conservation activities include buffer zones adjacent to streams and channels. In some cases these buffer zones are riparian or flow-through wetlands, and those wetlands have been identified as key conservation areas. Where streams and channels flow through upland areas, conservation of native vegetation within these zones would also increase or maintain infiltration rates; decrease or maintain runoff rates and pollutant conveyance to water resources; and help minimize erosion. Restoration of lakeshore would have the same benefits. Identifying, addressing, and preventing erosion is necessary to meet District goals as well as to meet state and federal nondegradation, water quality and biological integrity requirements and to prevent the need for future TMDLs.
Requiring new development and redevelopment to infiltrate some of the new stormwater generated would reduce post-development volumes downstream and help reduce future erosion in streams and channels; minimize new pollutant loading that would have been conveyed by that stormwater; and help maintain groundwater levels, preserving wetlands. Limiting discharges from subwatersheds and basins that are currently landlocked is necessary to prevent further degradation of downstream water quality as well as to limit new volumes discharged to channels that are already experiencing erosion.
The Upper Watershed Stream Assessment and the Painter Creek Feasibility Report identified several localized areas of erosion on Painter Creek. Other streams and channels within the subwatershed may currently be experiencing erosion or may develop erosion problems as development in the upper subwatershed increases the amount of impervious surface and stormwater runoff. Strategies in the Painter Creek subwatershed will focus on identifying erosion problems on an ongoing basis and working with LGUs to correct them, implementation of stream restoration programs to improve streambank stability, considering potential downstream impacts of new volumes discharged from development.
Desired Outcomes: Reduction in pollutant loading of temporary and permanent nature from erosion to supplement other goals.
Metrics:
Identify and address erosion problems in the subwatershed.
Manage water volumes to Painter Creek to prevent further erosion.
Promote effective planning to minimize the impact of development and land use change on water resources as well as achieve watershed District Goals.
The District’s regulatory program is the means by which many of the goals enumerated here would be accomplished. As development and redevelopment occurs, property owners and developers are required to treat and control stormwater, limit impacts to wetlands, and meet other standards. Additional regulation may be necessary in the Painter Creek subwatershed to implement the actions in this plan.
Desired Outcomes: Utilize regulatory program to cost-effectively manage land use to achieve other goals.
Metrics:
In consultation with LGUs through an appropriate rulemaking process, amend existing or adopt new rules to implement the actions identified here within two years of adoption of this plan.
Solicit input from the general public with the intent that policies, projects and programs will address local community values and goals as well as protect historic and cultural values regarding water resources; strive to manage expectations; base decisions on an educated public; foster an educated and informed public within the watershed.
The District has good working relationships with the LGUs within the watershed, and maintains a Citizens Advisory Committee to obtain regular public input on issues of concern to the District and its citizens. As the District implements the actions identified in this plan, including the education and communication actions described above, it will be important to obtain direct input from water resource users. The primary strategy for the Painter Creek subwatershed will be working with individuals, the cities and county and the Three Rivers Park District.
Desired Outcomes: Engage the public to encourage involvement in District activities and stewardship of area resources.
Metrics: Positive contacts with property owners and interest groups.
Work cooperatively with individuals, the cities and county and the Three Rivers Park District as necessary to obtain public involvement and input regarding Painter Creek and its subwatershed.
The goals set forth in Section 4.0, Resource Management Goals and Strategies will require an integrated set of programs and projects oriented toward the conservation and improvement of water resources within the watershed. The following sections describe generally the activities that will be undertaken by various parties and identifies parties responsible for each activity. Table 18 in Section 5.9 provides a cost estimate and schedule for the District’s responsibilities for new activities in the implementation program.
As discussed in Section 3.6 above, future development is expected to contribute additional stormwater volume and phosphorus loads to Painter Creek and thus to Jennings Bay, further degrading water quality. The current regulatory program will not be sufficient to control these impacts. To mitigate these future impacts and to address other goals such as increased infiltration, wetland management, and improved ecological integrity, additional regulation may be necessary. A decision on rulemaking needs/standards can only be made after the formal rulemaking process. In addition, further amendments to the rules should not be precluded by the content of the plan.
Additional regulatory controls on permitted development and redevelopment will be considered for this subwatershed to increase phosphorus load reduction requirements, add volume management and infiltration requirements, implement wetland management in accordance with management classification, and increase scrutiny of development that may impact groundwater or key conservation resources. Regulations providing an incentive such as a volume reduction credit to developers to maintain undisturbed areas, reforest, or plant native vegetation may be considered.
The following are revised or additional regulatory controls in this subwatershed that would be necessary to assist the District in meeting the goals of this Plan:
Prior to the encroachment of additional development, the opportunity exists to create connections between ecosystems within the Painter Creek, Dutch Lake, and Lake Minnetonka subwatersheds to improve water quality, preserve natural conveyances, and facilitate the movement and proliferation of native species as well as enhance recreational opportunities. Figure 19 identifies approximately 1.75 miles of stream corridor, 1,700 acres of priority wetland, and 320 acres of adjacent high priority uplands, the conservation of which will improve the characteristics of the aquatic ecosystem and the water quality within the subwatershed as well as areas downstream.
The District operates a Land Conservation Program that undertakes conservation activities ranging from assisting property owners in enrolling property in conservation programs to acquiring easements or fee title over high value resources. Key conservation areas identified on Figure 19 are located within the current Land Conservation Program target area or have been proposed for addition to the target area. The District will continue to proactively investigate opportunities to conserve key resources in these areas and work cooperatively with other agencies and groups to accomplish this subwatershed’s conservation goals. The District will provide technical assistance to the LGUs to identify and implement strategies for local conservation efforts in support of program goals.
The District operates a watershed-wide Strategic Education and Communications program that provides general information of wider interest as well as targeted information. The targeted education and public involvement activities identified in this plan will be implemented to assist in the reduction of existing pollutant loading to Painter Creek and other water resources in the subwatershed as well as to minimize the impacts of future development. The specific targeted messages will emphasize conservation of the wide range of high-value resources in the subwatershed and developer education targeting Better Site Design, infiltration, and conservation of undisturbed native vegetation as sites develop.
To monitor progress toward meeting water quality and quantity goals, routine water quality and quantity monitoring of Painter Creek will continue to be a part of the District’s annual Hydrologic Data Program. Macroinvertebrate monitoring should be completed on Painter Creek every three years.
The monitoring program should be adjusted to evaluate the effectiveness of the proposed Highway 26 wetland restoration project prior to expansion of this type of restoration to other locations. This monitoring should include continuous flow monitoring with automated sampling upstream and downstream of the wetland; flow monitoring downstream of the diversion weir to measure discharge to the creek bypassing the wetland; and a precipitation station. The monitoring should be carried out for at least three years.
Comprehensive aquatic vegetation data is not available for Jennings Bay. To assess the role aquatic vegetation plays in internal phosphorus loading an aquatic vegetation survey should be completed and a management plan developed as part of any internal load reduction project. The survey should be updated after five years at an estimated cost of $8,000.
Wetlands with exceptional value vegetation are present in the subwatershed. Because of the importance to overall subwatershed ecological integrity of preserving these values, these wetlands will be regularly monitored for invasive species by staff or trained volunteers.
Activities detailed in this implementation plan will require both ongoing and new operations and maintenance activities in this subwatershed. These include inspection of erosion-prone Painter Creek annually to maintain conveyance capacity and identify erosion that could contribute sediment downstream or impede proper function of the channel, and maintenance activities for existing and proposed capital projects.
Table 11. Ongoing District operations and maintenance tasks in the Painter Creek subwatershed.
|
Task |
Spring |
Summer |
Fall |
|
Routine Ditch Inspection
|
As needed |
Every five years |
As needed |
|
Inspect Erosion-Prone Reaches of Creek |
Early spring and after storm |
After storm |
Late fall and after storm |
|
Inspect High Vegetative Diversity Wetlands |
Regularly |
Regularly |
Regularly |
|
Painter Creek Wetland Restoration Area Vegetation Management |
Regularly |
Regularly |
Periodic burns, mowing, or herbicide as needed |
|
Remove debris in Painter Creek and other streams that poses an obstruction to flow or causes flooding |
As needed |
As needed |
As needed |
Table 12. Ongoing operations and maintenance tasks for previously completed Painter Creek subwaershed improvement projects.
|
Task |
Katrina Lak Outlet |
South Katrina Pond |
Painter Marsh Pond |
Pond 937 Outlet |
Spring |
Summer |
Fall |
|
Routine Inspection |
a |
a |
a |
a |
Early Spring and After Storm |
After Storm |
Late Fall and After Storm |
|
General Upkeep |
a |
a |
a |
a |
Regularly |
Regularly |
Regularly |
|
Debris and Trash Removal |
a |
a |
a |
a |
As needed |
As needed |
As needed |
|
Inlet/Outlet Cleaning |
a |
a |
a |
a |
As needed |
As needed |
As needed |
|
Minor Erosion Repair |
a |
a |
a |
a |
As needed |
As needed |
As needed |
Source: MCWD. See Figure 20 for pond locations.
Table 13. Potential ongoing operations and maintenance tasks for proposed Painter Creek subwatershed improvement projects.
|
Task |
Treatment Ponds |
Wetland Restorations |
Stream Restorations |
Spring |
Summer |
Fall |
|
Routine Inspection |
a |
a |
a |
Early and After Storm |
After Storm |
Late and After Storm |
|
Vegetation Management |
|
a |
a |
As needed |
As needed |
As needed |
|
General Upkeep |
a |
a |
|
Regularly |
Regularly |
Regularly |
|
Debris and Trash Removal |
a |
|
|
As needed |
As needed |
As needed |
|
Inlet/Outlet Cleaning |
a |
a |
|
As needed |
As needed |
As needed |
|
Minor Erosion Repair |
a |
a |
a |
As needed |
As needed |
As needed |
Note: Responsible parties would be determined by negotiation at the time of project proposal.
Part of the phosphorus load reduction plans for Jennings Bay is a required reduction by the LGUs in the subwatershed of the phosphorus load contributed by existing land uses. The requirement is a 15 percent reduction in loading from existing residential land use; 25 percent from agricultural land use; and 10 percent from other developed land use. This reduction can be accomplished through: application of BMPs such as additional street sweeping, local water quality ponds, rain gardens and infiltration swales, and agricultural BMPs that reduce erosion or treat runoff or drain tile discharge; prevention of future load increases through the conservation of lands previously identified for development; or achieving load removals in excess of the minimum required. The LGUs identified below must identify in their local water management plans specific steps to accomplish these minimum reductions. The LGUs must also annually report to the District their progress toward accomplishing this requirement.
Table 14. Allocation of Painter Creek subwatershed LGU phosphorus load reductions (lbs/yr).
|
Subwatershed Unit |
Medina |
Orono |
Maple Plain |
Independence |
Minnetrista |
Total |
|
All units |
22 |
12 |
13 |
79 |
31 |
157 |
|
TOTAL |
0 |
0 |
0 |
0 |
0 |
157 |
A key element in achieving overall ecological integrity goals in the Painter Creek subwatershed is the conservation of key ecological areas, including high-value wetlands and connecting uplands, within the Painter Creek Corridor. LGUs must identify in their local water management plans the areas shown on Figure 19. The local plan must also identify strategies the LGU will undertake to protect the ecological values of those areas. These may include such strategies as land use regulation; acquisition and management; conservation easements; ecological restoration; and property owner education regarding land management strategies to maintain ecological integrity.
The HHPLS identified a number of locations where modeling predicts that public roads, private roads, or private drives might overtop during infrequent events, or where there may be minimal freeboard above the flood level (see Figure 2). Local plans should identify observed or these potential locations and assess whether the risk of occasional flooding is acceptable or should be addressed.
The HHPLS identified a number of locations where modeling predicts that under existing or future development conditions higher velocities than desired ay result in erosion at outlets or culverts, potentially warranting erosion control or energy dissipation. Local plans should identify observed or these potential locations, assess the need for such measures, and set forth a plan for preventing future erosion.
One of the water quality goals for this subwatershed is the reduction of phosphorus loading into Jennings Bay by reducing phosphorus loading from Painter Creek. Table 15 below sets forth a summary plan for how this could be accomplished. This plan was described in detail in the Painter Creek Feasibility Study.
The table breaks down modeled phosphorus loading to Jennings Bay by source: atmospheric deposition, external sources, and internal sources. Atmospheric deposition is a regional issue and is not dealt with here. The primary means of addressing external loading are through the regulation of new loads generated by development, the reduction of existing loads from the subwatershed, and control of loading from the stream channel itself through streambank restoration and erosion control. The Feasibility Study identified a number of improvements throughout the subwatershed to consider that are described in more detail below.
It is important to note that the movement of phosphorus in the Painter Creek subwatershed has been studied extensively but is still not completely understood. The phosphorus load contributed by the creek to Jennings Bay is not sufficient to explain the current in-lake phosphorus concentration. The most likely sources for this discrepancy are internal loading from lake sediments or aquatic vegetation, although wetland export from the subwatershed may also contribute. Internal load management in Jennings Bay such as alum treatment to control sediment sources coupled with control of aquatic vegetation in the Bay may alleviate some internal loading. Rough fish management in Katrina Lake and the creek may also be required. A feasibility study would determine the most appropriate internal load reduction options.
This load reduction plan would not achieve the upper limit of the Jennings Bay HHPLS total phosphorus concentration goal of 50-70 μg/L. Because of the unknowns associated with phosphorus loading in and from the subwatershed and experimental nature of some of the wetland restorations identified in the Feasibility Study, this plan assumes the District will continue to monitor performance and may make changes to this plan to adapt to new information or changing conditions.
Table 15. Phosphorus load reduction plan for Painter Creek/Jennings Bay (based on the Painter Creek Feasibility Study.)
|
Source |
Reduction |
2000 (1) Phosphorus Load [lb/yr] |
Planned Reductions [lb/yr] |
Final Loading [lb/yr] |
|
|
Atmospheric |
|||||
|
Atmospheric Deposition |
NA |
71 |
NA |
71 |
|
|
External Loads |
|||||
|
Dutch Lake Subwatershed |
|
284 |
95 |
189 |
|
|
Lake Minnetonka Direct |
|
253 |
83 |
170 |
|
|
|
LGU load reduction allocation (Table 10) |
|
157 |
|
|
|
Painter Creek (from Feasibility Study) |
|
3,137 |
|
|
|
|
|
PC-6 & 7 pond (2) |
|
111 |
|
|
|
|
Katrina Lake in-lake load management options |
|
97 |
|
|
|
|
South Katrina Marsh improvements |
|
384 |
|
|
|
|
Additional PC-13 storage |
|
- |
|
|
|
|
Stabilize PC-13 stream |
|
69 |
|
|
|
|
“Potato Farm” wetland improvements |
|
271 |
|
|
|
|
Treatment at Painter Marsh inflow |
|
54 |
|
|
|
|
Wetland corridor improvements |
|
- |
|
|
|
|
Painter Marsh restoration |
|
524 |
|
|
|
|
Hwy 26 (Pond 937) wetland restoration |
|
293 |
|
|
|
|
PC-25 wetland treatment |
|
24 |
|
|
|
|
Carp gate at creek mouth |
|
- |
|
|
|
|
Subtotal |
|
1,827 |
1,310 |
|
|
Total After Reductions |
|
|
2,162 |
1,512 |
|
|
Internal / "Unknown" Loads |
|||||
|
Internal/Unknown Loads Determined from Modeling Land Use |
|
1,463 |
|
|
|
|
Internal load management |
|
1,024 |
|
70% reduction |
|
|
Total After Reductions |
|
|
|
439 |
|
|
Total Load |
|||||
|
TOTAL |
|
5,208 |
3,029 |
2,022 |
|
|
LOAD GOAL |
Interim goal of 70 ug/L |
|
|
1,900 |
|
|
DIFFERENCE |
|
|
|
122 |
Adaptive management |
(1) Phosphorus loads and estimated reductions resulting from improvements are from the Painter Creek Feasibility Study, which updated and refined the HHPLS loadings for this subwatershed. Ultimate land use conditions are not available.
(2) Proposed projects are presented in an upstream to downstream order. Estimated reductions assume a “treatment train” approach whereby downstream projects and associated reductions assume that upstream projects and reductions are in place
Capital projects in the Painter Creek subwatershed include a series of projects proposed in the Painter Creek Feasibility Study to improve water quality; stream restoration projects to repair erosion noted in the Upper Watershed Steam Assessment; and projects to replace aging outlet structure infrastructure.
These projects and others identified below will progress the District toward achieving its various goals for the subwatershed. This program is not a comprehensive list of all capital needs or potential projects within the subwatershed, and is limited by available financial resources and staff capacity to manage projects. These priority projects are intended to:
These proposed projects emphasize the achievement of multiple objectives. For example, stream restoration would not only stabilize streambanks and prevent further erosion, it would provide an opportunity to improve in-stream and buffer habitat, conserve existing high-value resources, and reduce sediment and nutrient transport downstream. Wetland restorations would not only restore degraded or drained wetlands, they would provide an opportunity to improve downstream water quality, increase infiltration, improve habitat, and conserve existing high-value resources.
The Painter Creek Feasibility Study analyzed in-depth potential options for phosphorus load reductions to Painter Creek. Many of the projects identified in the Study focus on using the extensive wetlands through which the creek flows by spreading that flow across the wetland to maximize contact time with wetland soils, using natural processes to accomplish phosphorus reductions.
This is an unproven approach that appears promising and was recommended by a panel of experts assembled for the Feasibility Study. The District proposes to construct one of the proposed restorations as a demonstration project with extensive monitoring. If the results are satisfactory, then the District proposes to go forward with other projects. Should the approach not provide satisfactory and cost-effective pollutant removals, then alternatives will be studied for future consideration.
| Project | PC-6 & 7 Pond | |
| Description | Construction of detention and treatment downstream of Maple Plain prior to discharge into west wetland of Katrina Lake | |
| Need | The phosphorus reduction plan for Jennings Bay requires a reduction of 1,827 pounds of phosphorus per year from the subwatershed. A wet detention pond is proposed to treat the drainage from the city of Maple Plain discharging into Lake Katrina. | |
| Outcome | This pond could remove an estimated 111 pounds of phosphorus annually, along with other pollutants such as sediment. | |
| Estimated Cost and Funding | Investigation, land acquisition, permitting, implementation, and project management. Funding source is the District capital levy. | $358,500 |
| Schedule | 2013 Design, easement acquisition, cooperative agreement 2014 Construction | |
| Project | Study Katrina Lake In-Lake Load Management Options | |
| Description | Study internal load management options for Katrina Lake, including rough fish management and chemical treatment | |
| Need | The phosphorus reduction plan for Jennings Bay requires a reduction of 1,827 pounds of phosphorus per year from the subwatershed. Katrina Lake is the headwaters of Painter Creek. Improvements to in-lake phosphorus and sediment concentrations would improve the quality of water discharged into Painter Creek and transported ultimately to Jennings Bay. | |
| Outcome | Internal load management could remove an estimated 97 pounds of phosphorus annually, along with other pollutants such as sediment. | |
| Estimated Cost and Funding | Cooperative study with the Three Rivers Park District. Funding source is the District operating levy. | $5,000 |
| Schedule | 2008 | |
| Project | South Katrina Marsh Improvements | |
| Description | Alter weir to spread flow through wetland and floodplain, and expand existing pond to maximize pre-treatment of inflows | |
| Need | The phosphorus reduction plan for Jennings Bay requires a reduction of 1,827 pounds of phosphorus per year from the subwatershed. As identified in the Painter Creek Feasibility Study, this project would spread the flow of Painter Creek across the South Katrina Marsh to maximize contact time with wetland soils, using natural processes to accomplish phosphorus reductions. A small existing pond would be expanded to provide some pretreatment of the inflows to the wetland. | |
| Outcome | This project could remove an estimated 384 pounds of phosphorus annually, along with other pollutants such as sediment. | |
| Estimated Cost and Funding | Investigation, permitting, implementation, and project management. Funding source is the District capital levy. | $359,600 |
| Schedule | 2014 Design, easement acquisition, cooperative agreement 2015 Construction | |
| Project | Additional PC-13 Storage, Stabilize Stream | |
| Description | Reduce erosive peak flows from Maple Plain and Independence by creating upstream storage, and stabilize eroding stream | |
| Need | The phosphorus reduction plan for Jennings Bay requires a reduction of 1,827 pounds of phosphorus per year from the subwatershed. As detailed in the Painter Creek Feasibility Study, inadequate upstream storage is resulting in erosion in channel and streams that are tributary to Painter Creek. This streambank erosion increases phosphorus and sediment loading in the Creek and is transported downstream to Jennings Bay. Additional upstream storage would reduce peak flows and thus reduce erosion potential. | |
| Outcome | Reduction in sediment and nutrient transport. | |
| Estimated Cost and Funding | Investigation, land acquisition, permitting, implementation, and project management. Funding source is the District capital levy. | $137,800 |
| Schedule | 2011 Design, easement acquisition 2012 Construction | |
| Project | “Potato Farm” Wetland Improvements | |
| Description | Develop “Potato Farm” site into a wetland treatment system | |
| Need | The phosphorus reduction plan for Jennings Bay requires a reduction of 1,827 pounds of phosphorus per year from the subwatershed. As detailed in the Painter Creek Feasibility Study, a wet detention pond is proposed for the site known as the “Potato Farm.” This pond/wetland system would provide additional pretreatment for drainage from Maple Plain, as well as directly treat flow in Painter Creek. | |
| Outcome | This pond could remove an estimated 271 pounds of phosphorus annually, along with other pollutants such as sediment. | |
| Estimated Cost and Funding | Investigation, land acquisition, permitting, implementation, and project management. Funding source is the District capital levy. | $513,400 |
| Schedule | 2009 Design, easement acquisition 2010 Construction | |
| Project | Treatment at Painter Marsh Inflow, Marsh Restoration | |
| Description | Construct detention pond to treat discharge from PC—13 prior to inflow to Painter Marsh. Restore wetland and floodplain, acquire conservation easements, repair channel crossing and watering pond. | |
| Need | The phosphorus reduction plan for Jennings Bay requires a reduction of 1,827 pounds of phosphorus per year from the subwatershed. As detailed in the Painter Creek Feasibility Study, a wet detention pond is proposed for consideration on Painter Creek prior to its discharge into Painter Marsh. This project would spread the flow of Painter Creek across the Painter Marsh to maximize contact time with wetland soils, using natural processes to accomplish phosphorus reductions. | |
| Outcome | This pond could remove an estimated 54 pounds of phosphorus annually, along with other pollutants such as sediment. Marsh resotration could remove an estimated 524 pounds of phosphorus annually, along with other pollutants such as sediment. | |
| Estimated Cost and Funding | Investigation, land acquisition, permitting, implementation, and project management. Funding source is the District capital levy. | $1,077,000 |
| Schedule | 2008 Design, easement acquisition, cooperative agreement 2009 Construction | |
| Project | Wetland Corridor Improvements | |
| Description | Restore natural corridor through wetlands 84W and 212W prior to discharge to Painter Marsh | |
| Need | The phosphorus reduction plan for Jennings Bay requires a reduction of 1,827 pounds of phosphorus per year from the subwatershed. As detailed in the Painter Creek Feasibility Study, restoration of these channelized wetlands would provide pre-treatment prior to discharge into Painter Marsh. | |
| Outcome | Pre-treatment of flows into Painter Marsh. | |
| Estimated Cost and Funding | Investigation, land acquisition, permitting, implementation, and project management. Funding source is the District capital levy. | $397,500 |
| Schedule | 2009 Design, easement acquisition, cooperative agreement 2010 Construction | |
| Project | Hwy 26 (Pond 937) Wetland Restoration | |
| Description | Alter weir to spread flow through wetland and floodplain | |
| Need | The phosphorus reduction plan for Jennings Bay requires a reduction of 1,827 pounds of phosphorus per year from the subwatershed. As identified in the Painter Creek Feasibility Study, this project would spread the flow of Painter Creek across the wetland south of Highway 26 to maximize contact time with wetland soils, using natural processes to accomplish phosphorus reductions. | |
| Outcome | This pond could remove an estimated 293 pounds of phosphorus annually, along with other pollutants such as sediment. | |
| Estimated Cost and Funding | Investigation, land acquisition, permitting, implementation, and project management. | $137,300 |
| Schedule | 2006 Design, easement acquisition 2007 Construction | |
| Project | PC-25 Wetland Treatment | |
| Description | Construct wetland detention system to treat runoff from PC-25 | |
| Need | The phosphorus reduction plan for Jennings Bay requires a reduction of 1,827 pounds of phosphorus per year from the subwatershed. As detailed in the Painter Creek Feasibility Study, subwatershed PC-25 is expected to develop between 2000 and 2020 and contribute additional phosphorus load to Painter Creek. This project would spread the flow of the tributary draining PC-25 through a wetland detention system to maximize contact time with wetland soils, using natural processes to accomplish phosphorus reductions. | |
| Outcome | This pond could remove an estimated 25 pounds of phosphorus annually, along with other pollutants such as sediment. | |
| Estimated Cost and Funding | Investigation, land acquisition, permitting, implementation, and project management. Source of funds is the District capital levy. | $214,500 |
| Schedule | 2014 Design, easement acquisition, cooperative agreement | |
| Project | Carp Gate At Creek Mouth | |
| Description | Install flexible carp gate and mouth of Creek | |
| Need | Carp and other rough fish are bottom feeders, and their activity resuspends phosphorus in lake and stream sediments. A gate at the mouth of the Creek would assure that no new rough fish are able to migrate from Lake Minnetonka upstream into the wetland complexes that are riparian to Painter Creek. | |
| Outcome | Reduction in phosphorus, sediment, and total suspended solids loading from riparian wetlands into Painter Creek and conveyed to Jennings Bay. | |
| Estimated Cost and Funding | Design, construction, project management. Funding source is the District capital levy, | $59,800 |
| Schedule | 2014 | |
| Project | Jennings Bay Internal Load Management | |
| Description | Design and implementation of strategies to reduce internal phosphorus loading, including: feasibility study; aquatic vegetation survey update and management plan; fishery survey update and management plan; biomanipulation strategies that may include aquatic vegetation management, zooplankton community and fishery manipulation, and chemical treatment | |
| Need | The Painter Creek Feasibility study identified a number of projects intended to reduce pollutant loading from the Painter Creek subwatershed into Jennings Bay as well as an internal load management project that also includes Harrisons Bay and West Arm. This project would identify and implement a suite of strategies to manage aquatic vegetation, the fishery, and zooplankton community to achieve water quality and clarity goals. The project includes an ongoing vegetation and fishery management plan. The increased clarity resulting after control of phosphorus loads can result in extensive aquatic vegetation blooms that if not managed can again increase internal phosphorus loads. Aquatic vegetation management should be conducted for three to five years to control reestablishment of invasive aquatic vegetation. | |
| Outcome | Reduction in phosphorus load from internal sources estimated at 200 pounds annually; improved water clarity; more diverse aquatic vegetation community; improved aesthetics. | |
| Estimated Cost and Funding | Design, construction, project management. Funding source is the District capital levy, | $1,995,200 |
| Schedule | 2015 Design, easement acquisition 2016 Construction | |
| Project | Jennings Bay Wet Detention Pond | |
| Description | Construction of a detention pond near the mouth of Painter Creek to provide treatment of phosphorus loads not adequately treated by the projects implemented upstream. | |
| Need | The Painter Creek Feasibility study identified a number of projects intended to reduce pollutant loading from the Painter Creek subwatershed into Jennings Bay as well as an internal load management project that also includes Harrisons Bay and West Arm. This project would provide the final piece of the “treatment train” should the Feasibility Study projects not adequately remove phosphorus load from Painter Creek. | |
| Outcome | Reduction in phosphorus load from internal sources estimated at 1,024 pounds annually; improved water clarity; more diverse aquatic vegetation community; improved aesthetics | |
| Estimated Cost and Funding | Design, construction, project management. Funding source is the District capital levy, | $291,700 |
| Schedule | 2011 Fish, vegetation, and zooplankton surveys, development of management plans 2012 Implementation of strategies | |
| Project | Painter Creek Stream Restoration Phase I | |
| Description | Restoration of 1,400 feet of Painter Creek to stabilize streambanks, manage riparian vegetation, and improve in-stream habitat | |
| Need | The Upper Watershed Stream Assessment identified several areas of erosion on Painter Creek, many of which were concentrated in Reach 1 from Jennings Bay to Painter Creek Drive. The subreach between CR 110 and West Branch Road is identified in the HHPLS as a reach with low scour potential but expected future increased volume contributed by development to the west. The streambanks of this subreach are heavily wooded and steeply sloped. There are several spot erosion areas, and the heavy canopy limits the growth of understory and bank stabilizing vegetation. A stream restoration project on this 1,400 foot segment is proposed to thin riparian trees, revegetate the streambanks, add in-stream fish and macroinvertebrate habitat, and improve streambank stability through bioengineering. Also incorporated into this proposed project would be a geomorphic assessment to aid in the design of the project and acquisition of easements along the corridor. | |
| Outcome | Stabilized streambanks with bioengineering and hard armoring where necessary to reduce erosion potential; riparian zone with native vegetation that provides near-stream habitat and that reduces pollutant contribution from runoff; enhanced fish and macroinvertebrate habitat. | |
| Estimated Cost and Funding | Geomorphic analysis, easement acquisition, permitting, construction, vegetation management contract, and project management. Funding source is the District capital levy. | $844,600 |
| Schedule | 2010 Design, easement acquisition 2011 Construction | |
| Project | Painter Creek Stream Restoration Phase II | |
| Description | Restoration of 2,400 feet of Painter Creek to stabilize streambanks, manage riparian vegetation, and improve in-stream habitat | |
| Need | The Upper Watershed Stream Assessment identified several areas of erosion on Painter Creek, many of which were concentrated in Reach 1 from Jennings Bay to Painter Creek Drive. The subreach between Painter Road and West Branch Road, approximately 2,400 feet in length, is in similar condition to the subreach in Phase I but the streambanks are less steep and there is less scour potential. Restoration of this segment, “Phase II,” would include streambank restoration, fish and macroinvertebrate habitat improvements, and buffer restoration. Also incorporated into this proposed project would be a geomorphic assessment to aid in the design of the project and acquisition of easements along the corridor. | |
| Outcome | Stabilized streambanks with bioengineering and hard armoring where necessary to reduce erosion potential; riparian zone with native vegetation that provides near-stream habitat and that reduces pollutant contribution from runoff; enhanced fish and macroinvertebrate habitat. | |
| Estimated Cost and Funding | Geomorphic analysis, easement acquisition, permitting, construction, vegetation management contract, and project management. Funding source is the District capital levy. | $574,300 |
| Schedule | 2011 Design, easement acquisition 2012 Construction | |
| Project | Painter Creek Regional Infiltration | |
| Description | Implementation of opportunities to increase infiltration, including but not limited to construction of infiltration basins and devices, wetland restoration, reforestation, revegetation | |
| Need | The proposed rule requiring new development and redevelopment to infiltrate one inch of rainfall would capture approximately 70 percent of new runoff volume from the watershed. The remaining 30 percent would continue to convey pollutants to Painter Creek, Jennings Bay, and other resources in the watershed. To minimize this pollutant loading and to minimize new stormwater volumes generated from the subwatershed, regional infiltration opportunities such as wetland restoration, underground storage and infiltration, or native vegetation restoration and reforestation will be implemented. Prior to implementing any of these options, opportunities in the subwatershed should be investigated for the most cost-effective and suitable locations. Regional infiltration will be focused on those subwatershed units that are expected to see significant new runoff volumes between 2000 and ultimate development. | |
| Outcome | Minimized new pollutant loads conveyed by new runoff; minimized new volumes generated by new development; prevention of potential future stream and channel erosion; protection of stream base flows and wetland and surficial groundwater hydrology; wetland restorations; conservation of high-value native vegetation and habitat | |
| Estimated Cost and Funding | Project 1: Improvements in PC-1. Funding source is District capital levy. Project 2: Improvements in PC-2. Funding source is District capital levy. Project 3: Improvements in PC-16. Funding source is District capital levy. Project 4: Improvements in PC-21. Funding source is District capital levy. Project 5: Improvements in PC-25. Funding source is District capital levy. Project 6: Improvements in PC-9. Funding source is District capital levy. Project 7: Improvements in LM-JB. Funding source is District capital levy. | $196,900 $204,900 $218,400 $295,100 $337,600 $255,900 $85,300 |
| Schedule | 2011: Identify and construct improvements in PC-1 2013: Identify and construct improvements in PC-2 2009: Identify and construct improvements in PC-16 2015: Identify and construct improvements in PC-21 2014: Identify and construct improvements in PC-25 No Year Assigned: Identify and construct improvements in PC-9 No Year Assigned: Identify and construct improvements in LM-JB | |
| Project | South Katrina Marsh Outlet Rehabilitation | |
| Description | Repair or replacement of the Katrina Marsh outlet | |
| Need | This structure was constructed in 1985 and is nearing the end of its useful life. Rehabilitation would make necessary repairs or replacements. | |
| Outcome | Rehabilitated or new structure that controls discharge from Katrina Marsh in accordance with District objectives | |
| Estimated Cost and Funding | Design, construction, project management. Funding source is District capital levy. | $60,900 |
| Schedule | 2015 | |
| Project | Painter Marsh Outlet Rehabilitation | |
| Description | Repair or replacement of the Painter Marsh outlet | |
| Need | This structure was constructed in 1985 and is nearing the end of its useful life. Rehabilitation would make necessary repairs or replacements. | |
| Outcome | Rehabilitated or new structure that adequately controls discharge from Painter Marsh in accordance with District objectives | |
| Estimated Cost and Funding | Design, construction, project management. Funding source is District capital levy. | $81,200 |
| Schedule | 2009 | |
| Project | Painter Drive Culvert Rehabilitation | |
| Description | Repair or replacement of the culvert under Painter Drive | |
| Need | This structure was constructed in 1985 and is nearing the end of its useful life. The culvert is a grade control structure and also acts as a fish barrier. Rehabilitation would make necessary repairs or replacements. Construction may require a temporary road bypass. | |
| Outcome | Rehabilitated or new structure that adequately controls flow in Painter Creek in accordance with District objectives | |
| Estimated Cost and Funding | Design, construction, project management. Funding source is District capital levy. | $104,000 |
| Schedule | 2007 | |
| Project | Painter Creek Subwatershed Land Conservation Activities | |
| Description | Implementation of Land Conservation program activities in the Painter Creek subwatershed, including but not limited to acquisition of conservation easements or fee title to land as well as facilitating partnerships, encouraging conservation planning and activities, providing technical assistance, and education and outreach. | |
| Need | The Land Conservation Program is and integral strategy to achieving the goals in this subwatershed plan. Land conservation activities help to maintain and improve ecologic integrity, surface and groundwater quantity and quality, wetlands integrity, and streambank stability. High priority areas are located in this subwatershed, including areas with high ecological values. Conservation of key land cover types may be beneficial to reducing runoff and associated pollutant transport, preserving high-infiltration areas, conserving native vegetation, conserving habitat and natural resource corridors, and improving ecologic integrity, | |
| Outcome | Minimized new pollutant loads conveyed by runoff; protection of wetland and surficial groundwater hydrology; wetland restorations; conservation of high-value native vegetation and habitat | |
| Estimated Cost and Funding | Estimated cost to achieve conservation goals in the Painter Creek subwatershed 2007-2017 | $8,022,000 District capital levy |
| Schedule | Implement both proactively and as opportunities arise during the period 2007-2017 | |
This Plan identified the need to consider additional regional infiltration opportunities in subwatershed units PC-9 and LM-JB (see Section 5.8.5 above), but those projects were not included in the 2007-2016 prioritized CIP. As water quality in Jennings Bay improves, it may also be necessary to consider aquatic vegetation management in Jennings Bay. The Board may consider these projects during the time frame of this Plan if funds are available.
| Project | Jennings Bay Aquatic Vegetation Management | |
| Description | Design and implementation of strategies to manage aquatic vegetation that contributes to internal phosphorus loading or degradation of water quality, biotic integrity | |
| Need | As water quality in Jennings Bay improves, the aquatic vegetation communities may change. Improved water clarity may result in accelerated growth of aquatic vegetation that may increase internal phosphorus loading, negatively impact fish or aquatic invertebrate habitat, or increase susceptibility to invasive aquatic species. Management of aquatic vegetation that contributes to lake water quality and biotic integrity issues may require annual treatment for three to five years. | |
| Outcome | Improved water clarity; more diverse aquatic vegetation and biotic communities; improved aesthetics | |
| Estimated Cost and Funding | Application of vegetation management techniques in Jennings Bay. Funding source is the District capital levy. | $46,900 |
| Schedule | No year has been assigned to this project, which would be implemented on an as-needed basis. Vegetation management is most effective if applied annually for at least three years in a row. | |
The following tables summarize the proposed implementation action items and their relationship to the problems and issues identified in Section 3.0 above, the metrics by which the District will be evaluating progress toward resolving those issues and problems, the estimated District cost of implementing these actions, and anticipated implementation schedule.
Table 16. Problems and issues identified in the Painter Creek subwatershed and actions proposed to address them.
|
|
Problem or Issue |
Actions in Implementation Plan |
Degree of Improvement |
|
Water Quality |
Painter Creek has total phosphorus and TSS concentrations that exceed the MPCA’s ecoregion guidelines. Phosphorus loads in Painter Creek increase upstream to downstream, and dissolved oxygen can fall below the state standard during low flows. Based on District monitoring data, it is estimated that Painter Creek contributes between one-third and one-half the total annual phosphorus load delivered to Jennings Bay. Improving Jennings Bay is dependant on reducing phosphorus load from Painter Creek.
|
|
|
|
The Painter Creek Feasibility Study identified a number of potential BMPs including wetland restorations and small-event creek diversions intended to spread flow out into wetlands and floodplains to allow natural vegetative and soil processes to reduce phosphorus loads. |
A series of improvements projects including wetland and stream restorations intended to work together to reduce phosphorus load from Painter Creek discharged to Jennings Bay. |
Feasibility and effectiveness of wetland restorations to improve water quality would depend on outcome of Highway 26 wetland restoration demonstration project |
|
|
The HHPLS did not identify specific load reductions but identified BMPs that could be considered such as enlarging or dredging existing treatment ponds. |
A series of improvements projects including wetland and stream restorations intended to work together to reduce phosphorus load from Painter Creek discharged to Jennings Bay. |
Feasibility and effectiveness of wetland restorations to improve water quality would depend on outcome of Highway 26 wetland restoration demonstration project |
|
|
Rough fish in Katrina Lake and the creek and wetlands likely contribute to internal loading from sediments. |
|
Depends on extent of problem and ability to develop cooperative or collaborative improvements. |
|
|
Development, redevelopment, and reconstruction in the subwatershed will increase nutrient and TSS loads from the watershed as well as increasing the volume of stormwater runoff. |
|
|
|
|
Water Quantity |
Drainage is conveyed through the subwatershed through culverts and small channels to wetlands, most of which are ditched or drain to Painter Creek. The Upper Watershed Stream Assessment identified 11 locations on the Creek with erosion or bank failure, most of them concentrated in about 1400 linear feet of that study’s Reach 1. |
Two stream restoration projects to stabilize reaches with highest concentration of erosion problems and locations at highest risk for future erosion based on HHPLS scour potential analysis. |
Completion of projects would repair existing erosion and stabilize the creek where it is most at risk for future erosion. |
|
The HHPLS idenitified three locations that are predicte to overtop during the 100year event. |
LGUs directed to evaluate these locations as part of their local water management planning. |
Completed as LGUs complete their local plans. |
|
|
The HHPLS identified the outlet of Katrina Lake and the outlet of the Highway 26 marsh as needing attention. |
Maintenance projects to repair or replace the outlets. |
Completion of maintenance projects would restore full operation and function. |
|
|
Development, redevelopment, and reconstruction in the subwatershed may increase the volume of stormwater runoff, increasing nutrient and TSS loads conveyed downstream. |
|
||
|
The HHPLS identified several locations where for both existing and future conditions, higher velocities than desired may result in erosion at outlets or culverts. |
LGUs directed to evaluate these locations as part of their local water management planning. |
Completed as LGUs complete their local plans. |
|
|
Wetlands |
The subwatershed includes numerous wetlands with high to exceptional vegetative diversity, fish and wildlife habitat and aesthetic values that should be protected. |
|
|
|
Degraded wetlands with high to moderate restoration potential should be considered for protection and restoration. |
|
An initial effort that identifies for restoration those wetlands that would result in improvement to Jennings Bay. This would begin to mitigate wetland losses from past development and help to increase the quantity and quality of wetlands present. |
|
|
Ecological Integrity |
Most of the subwatershed is characterized by large open areas of forest, grasslands, and wetlands punctuated by low density development. Intensive uses are concentrated along the US Highway 12 corridor. The Baker Park Reserve includes large areas of minimally disturbed wetland and woodland, including tamarack forest.
|
Key Conservation Areas identified that include high-value wetlands. Some of these areas are identified as District priorities for continued implementation of the Land Conservation Program, and thus the District would proactively look for opportunities to conserve these resources. The Capital Improvement Program includes funds for Land Conservation Activities. In all key areas, LGUs are required to include in their local plans strategies for conserving these values. |
Ongoing effort that is dependant on property owner willingness to pursue conservation, District budget and staff capacity, and LGU plan completion. |
|
No fish or aquatic vegetation surveys have been completed on Katrina Lake, and there is no public access. |
|
Removal of rough fish may reduce nutrient and sediment loading discharged from Katrina Lake downstream. |
|
|
Macroinvertebrate communities are limited by its low gradient, frequent wetland reaches, water quality and lack of habitat.
|
Stream restoration projects on two reaches to stabilize streambanks and improve habitat |
Depends on response of natural community to habitat improvement. |
|
|
The Painter Creek Feasibility Study identified a corridor of wetlands, uplands, floodplain, and steep slopes that could be considered for conservation to improve Painter Creek water quality and ecological integrity. |
Key Conservation Areas identified that include this corridor. Some of these areas are identified as District priorities for continued implementation of the Land Conservation Program, and thus the District would proactively look for opportunities to conserve these resources. The Capital Improvement Program includes funds for Land Conservation Activities. In all key areas, LGUs are required to include in their local plans strategies for conserving these values. |
Ongoing effort that is dependant on property owner willingness to pursue conservation, District budget and staff capacity, and LGU plan completion. |
|
|
Groundwater |
Most of the major wetlands in the subwatershed were identified in the FAW as combination recharge-discharge wetlands. Several recharge wetlands are located in upper subwatershed in the Baker Park Reserve. As development occurs it will be critical to maintain runoff and infiltration rates to help maintain hydrology to these wetlands.
|
|
Infiltration on site will assist in preventing further modification of surficial groundwater recharge and help to maintain wetland hydrologic regimes. |
|
There are a number of areas in the subwatershed that are very highly or highly sensitive to aquifer impacts, especially the wetlands in the Painter Creek corridor. |
|
Will help minimize future impacts to groundwater and provide for proactive management rather than reactive |
|
|
Wellhead Protection Areas and associated Drinking Water Sensitivity Management Areas have been identified for the cities of Long Lake and Plymouth within this subwatershed.
|
|
||
|
Groundwater hydrology is an important component in the base flow for area streams. Protecting existing groundwater flow regimes must remain a priority. |
|
Table 17. Summary of metrics to be used in evaluating progress toward Painter Creek subwatershed goals.
|
Objective |
Metric |
Existing |
Desired |
Location |
|
Water Quality |
Phosphorus Loading (lbs annually) |
5,208 |
1,900 |
Jennings Bay |
|
Water Quantity |
Volume Reduction (Acre-feet) |
|
354 |
Watershed-wide |
|
1.5 year discharge (cfs) |
122.1 |
122.1 |
Watershed-wide |
|
|
100 year discharge (csf) |
365.6 |
365.6 |
Watershed-wide |
|
|
Ecologic Integrity |
Index of Biotic Integrity |
6.96 (F-IBI) |
Above MPCA impairment threshold |
Painter Creek Reach 9 |
|
5.97-6.67 (F-IBI) |
Above MPCA impairment threshold |
Painter Creek Reach 8 |
||
|
5.96 (F-IBI) |
Above MPCA impairment threshold |
Painter Creek Reach 7 |
||
|
7.43 (F-IBI) |
Above MPCA impairment threshold |
Painter Creek Reach 6 |
||
|
6.07 (F-IBI) |
Above MPCA impairment threshold |
Painter Creek Reach 5 |
||
|
N/A |
Above MPCA impairment threshold |
Painter Creek Reach 4 |
||
|
6.02 (F-IBI) |
Above MPCA impairment threshold |
Painter Creek Reach 3 |
||
|
N/A |
Above MPCA impairment threshold |
Painter Creek Reach 2 |
||
|
4.5-6.03 (F-IBI) |
Above MPCA impairment threshold |
Painter Creek Reach 1 |
||
|
Stream Visual Assessment Protocol |
N/A |
5.0 or 1+ existing |
Painter Creek Reach 9 |
|
|
N/A |
5.0 or 1+ existing |
Painter Creek Reach 8 |
||
|
N/A |
5.0 or 1+ existing |
Painter Creek Reach 7 |
||
|
N/A |
5.0 or 1+ existing |
Painter Creek Reach 6 |
||
|
N/A |
5.0 or 1+ existing |
Painter Creek Reach 5 |
||
|
N/A |
5.0 or 1+ existing |
Painter Creek Reach 4 |
||
|
N/A |
5.0 or 1+ existing |
Painter Creek Reach 3 |
||
|
N/A |
5.0 or 1+ existing |
Painter Creek Reach 2 |
||
|
N/A |
5.0 or 1+ existing |
Painter Creek Reach 1 |
||
|
Wetlands |
Wetland Acreage |
2,920.8 |
2,920.8 or greater |
Watershed-wide |
|
1,307.7 |
1,307.7 or greater |
Preserve |
||
|
362.7 |
362.7 or greater |
Manage 1 |
||
|
696.6 |
696.6 or greater |
Manage 2 |
||
|
388.1 |
388.1 or greater |
Manage 3 |
Table 18. Summary of Painter Creek subwatershed implementation program.
|
Item |
Description |
Estimated Cost |
Schedule |
Section 3.0 Problems Addressed |
|
MCWD Capital Projects |
||||
|
1 |
Hwy 26 (Pond 637) wetland restoration |
$137,300 |
2007 |
3.1.1, 3.1.2, 3.1.5, 3.2.4, 3.3.2, 3.4.1, 3.5.1 |
|
2 |
PC-6 & 7 Pond |
$358,500 |
2014 |
Same |
|
3 |
South Katrina Marsh improvements |
$359,600 |
2015 |
Same |
|
4 |
Additional PC-13 storage, stabilize stream |
$137,800 |
2012 |
Same |
|
5 |
“Potato Farm” wetland improvements |
$513,400 |
2010 |
Same |
|
6 |
Treatment at Painter Marsh inflow, Painter Marsh restoration |
$1,077,000 |
2009 |
Same |
|
7 |
Wetland corridor improvements |
$397,500 |
2010 |
Same |
|
8 |
PC-25 wetland treatment |
$214,500 |
2015 |
Same |
|
9 |
Carp gate at creek mouth |
$59,800 |
2014 |
Same |
|
10 |
Internal load reduction project, Jennings Bay |
$291,700 |
2012 |
Same |
|
11 |
Jennings Bay wet detention pond |
$1,995,200 |
2016 |
Same |
|
12 |
Painter Creek Phase I stream restoration |
$844,600 |
2011 |
3.1.1, 3.1.3, 3.1.5, 3.2.1, 3.2.4, 3.4.3, 3.4.4 |
|
13 |
Painter Creek Phase II stream restoration |
$574,300 |
2012 |
3.1.1, 3.1.3, 3.1.5, 3.2.1, 3.2.4, 3.4.3, 3.4.4 |
|
14 |
Regional infiltration |
$196,900 |
2011 |
3.1.1, 3.1.5, 3.2.4, 3.3.1, 3.4.1, 3.4.4, 3.5.1, 3.5.4 |
|
$204,900 |
2013 |
|||
|
$218,400 |
2009 |
|||
|
$295,100 |
2015 |
|||
|
$337,600 |
2014 |
|||
|
15 |
South Katrina Marsh outlet reconstruction |
$60,900 |
2015 |
3.1.1, 3.1.2, 3.1.5, 3.2.4, 3.3.2, 3.4.1, 3.5.1 |
|
16 |
Painter Marsh outlet reconstruction |
$81,200 |
2009 |
3.1.1, 3.1.2, 3.1.5, 3.2.4, 3.3.2, 3.4.1, 3.5.1 |
|
17 |
Painter Drive culvert reconstruction |
$104,000 |
2007 |
3.1.1, 3.1.2, 3.1.5, 3.2.4, 3.3.2, 3.4.1, 3.5.1 |
|
MCWD Data Acquisition/Study |
||||
|
1 |
Develop infiltration/filtration strategies appropriate to wellhead protection areas and areas of groundwater sensitivity |
Part of watershed-wide study |
2008 |
3.1.1, 3.1.5, 3.2.1, 3.2.2, 3.2.4, 3.2.5, 3.3.1, 3.4.1, 3.5.1, 3.5.2, 3.5.3 |
|
2 |
Identify keystone, umbrella, and indicator species, evaluate habitat, and develop conservation strategies |
Part of watershed-wide study |
2010 and ongoing |
3.3.1, 3.3.2, 3.4.1, 3.4.2, 3.4.3 |
|
MCWD Land Conservation Program |
||||
|
1 |
Undertake land conservation efforts in accordance with Figure 19 |
$8,022,000 |
Part of ongoing watershed-wide program |
3.1.2, 3.1.5, 3.2.1, 3.2.4, 3.3.1, 3.3.2, 3.4.1, 3.2.3, 3.5.1 |
|
MCWD Regulatory Program |
||||
|
1 |
Amend District Rules to increase stormwater management requirements for new development and redevelopment |
Part of watershed-wide effort |
2007-2009 |
3.1.1 - 3.1.3, 3.1.5 |
|
2 |
Amend District Rules to require abstraction of 1” of rainfall from new development and redevelopment |
Part of watershed-wide effort |
2007-2009 |
3.1.1 - 3.1.3, 3.1.5, 3.2.1, 3.2.2, 3.2.4, 3.2.5, 3.5.1, 3.5.2, 3.5.3 |
|
3 |
Amend District Rules to adopt wetland management rules based on wetland management classification |
Part of watershed-wide effort |
2007-2009 |
3.3.1, 3.3.2, 3.4.1, 3.5.1, 3.5.2, |
|
MCWD Hydrodata Program |
||||
|
1 |
Monitor Painter Creek |
Part of watershed-wide hydrologic data program |
Part of ongoing watershed-wide program |
3.1.1, 3.1.2, 3.1.3, 3.1.5, 3.2.1, 3.2.4, 3.5.1 |
|
2 |
Monitor macroinvertebrates in Painter Creek every three years |
Part of watershed-wide hydrologic data program |
2009, 2013 |
|
|
3 |
Identify base level flow in Painter Creek |
Part of watershed-wide study |
Part of ongoing watershed-wide program |
3.4.3, 3.5.1 |
|
4 |
Identify shallow wells to monitor groundwater levels |
Part of watershed-wide study |
2008 and ongoing |
3.3.1, 3.3.2, 3.4.1, 3.4.3, 3.5.1 |
|
MCWD Education/Communication Program |
||||
|
1 |
Provide targeted education materials to key stakeholder groups to meet objectives of plan |
Part of watershed-wide education program |
Part of ongoing watershed-wide program |
All |
|
2 |
Provide educational opportunities for LGU staff, developers, elected and appointed officials and other interested parties |
Part of watershed-wide education program |
Part of ongoing watershed-wide program |
3.1.1- 3.1.3, 3.1.5, 3.2.1 - 3.2.5, 3.3.1, 3.3.2, 3.4.1, 3.5.1, 3.5.2, 3.5.3 |
|
3 |
Develop and distribute model ordinances and design standards that incorporate low impact design principles |
Part of watershed-wide education program |
Part of ongoing watershed-wide program |
3.1.1,3.1.3, 3.1.5, 3.2.1, 3.2.4, 3.4.1, 3.5.1, 3.5.2, 3.5.3 |
|
4 |
Develop a small grant program to provide financial assistance to property owners desiring to implement BMPs on their property |
Part of watershed-wide program |
2008 and ongoing |
3.1.2, 3.1.3, 3.1.5, 3.2.1, 3.2.4, 3.2.5, 3.3.1, 3.3.2, 3.4.1, 3.4.3, 3.5.1 |
|
MCWD Operations and Maintenance |
||||
|
1 |
Inspect Painter Creek at least annually |
Part of watershed-wide program |
Part of ongoing watershed-wide program |
3.1.1, 3.1.2, 3.1.3, 3.1.5, 3.2.1, 3.2.3, 3.2.4, 3.2.5, 3.4.3 |
|
2 |
Monitor high vegetative-diversity wetlands for exotic species |
Part of watershed-wide program |
Part of ongoing watershed-wide program |
2.3.1 |
|
3 |
Maintain detention ponds to sustain removal efficiency |
Incorporate into life-cycle cost of project |
Part of ongoing watershed-wide program |
3.1.1, 3.1.2, 3.1.3, 3.1.5 |
|
Collaborative Projects |
||||
|
1 |
Rough fish/internal load analysis for Katrina Lake with Three Rivers Park District |
$5,000 |
2008 |
3.1.2, 3.1.2, 3.1,4, 3.4.1, 3.4.2, |
Printable PDF of Subwatershed Plan