STATE OF WISCONSIN

DEPARTMENT OF NATURAL RESOURCES

Structure, Grading, Connection of a Waterbody and Diversion PERMIT

3-NO-2001-66056ST through

3-NO-2001-66059ST

 

(Following is a partial reprint, for information only, of the permit for the City of Shell Lake to divert water from Shell Lake to the Yellow River. If you have any questions, please refer to an actual copy of the permit, which can be seen at City Hall.)

 

The City Of Shell Lake is hereby granted under Sections 30.18, 30.19, 30.12(3), 30.12(2) Wisconsin Statutes, permits to place an inlet structure on the bed of Shell Lake, connect Shell Lake to another waterbody, divert water from Shell Lake, place an outlet structure on the bed of a spring-fed backwater tributary to the Yellow River, and grade in excess of 10,000 sq. feet. The project is located in Washburn County, also described as Sections 11, 13, 14, 23, 24, 25, T38N-R13W, subject to the following conditions:

FINDINGS OF FACT

1. The City of Shell Lake has requested permits to divert up to 20 cubic feet per second (approximately 9,000 gallons per minute) from Shell Lake under chapter 30.18 Wisconsin Statutes. The City has also applied for permits to place structures on the bed of Shell Lake and the Yellow River, and grading in excess of 10,000 square feet associated with construction. A connected waterway permit is also being granted under chapter 30.19. The purpose of the request for permits is to alleviate a high water condition in Shell Lake that is approaching the 100-year flood elevation. Current levels are over 1224 feet Mean Sea Level (MSL). The project will involve periodically removing water from the lake at rates of up to 20 cfs and attempting to maintain lake levels at an elevation of 1221 feet MSL, +/- 0.8 feet. The intent is to maintain the lake near the ordinary high water mark elevation (1221.8 feet MSL) set at an administrative hearing in 1994. The structures on the bed of Shell Lake and the Yellow River will facilitate the transfer of the water from the lake to the river. The water would be diverted through a 4.4-mile buried pipeline from the northwest corner of Shell Lake to the Yellow River, southwest of Spooner.

2. The City of Shell Lake has made several attempts to alleviate the high water problems in the past. In the early 1980's the City developed preliminary design concepts for a gravity/siphon project to divert water from the lake into Sawyer Creek, but this work was never finished. In 1986, the City once again pursued the project and began to work with the Department on specific design parameters, as well as blocking off a section of the diversion ditch to reduce the amount of runoff entering the lake. In working with the U.S. Army Corps of Engineers to study options for lake level control, the Corps identified creation of an outlet from the lake to either Sawyer Creek or the Clam River as the best options. Water levels began to drop and the project was allowed to lapse and not pursued again until 1997. Due to the increasing water levels again, the City contracted with the USGS to complete a hydrologic budget study to gain a better understanding of the lake hydrology and possible long-term effects of withdrawing lake water. A trial diversion to Sawyer Creek was done in 1997, at a flow rate of 3 cubic feet per second (cfs). The City applied for a permit for the siphon project to divert water to Sawyer Creek. This resulted in a contested case hearing in May, 2000, at which the administrative law judge denied the application due to potential ecological and environmental impacts to the stream. The Lake Level Committee then met with Department staff several times beginning in the summer of 2000, to review several options of discharging to the Yellow River. Emergency pumping was attempted in the spring of 2001, to temporarily pump water to a depression northwest of the lake, but this was not a permanent solution to the problem.

3. A regional flood elevation of 1226 feet MSL was set in 2001. Of 365 homes built around the lake, 86 have first floor elevations of 1226 MSL or less. Another 103 have the lowest adjacent grade elevations of 1226 MSL or less.

4. The pollution impacts of continued high water inundating lawns, septic systems, and out-buildings would include contaminants such as fuels and garden chemicals entering lake water.

5. The pipeline route is designed for minimal impacts on waterways and wetlands. Two of the 4.4 miles of pipeline will be installed along road or road right-of-ways.

6. The proposed diversion, as permitted, complies with applicable floodplain zoning regulations and will not increase the 100-year flood flow or level on the Yellow River. A hydraulic analysis done in accordance with NR 116 technical standards indicates that the addition of 20 cfs to the 10-year flood flow (at cross section # 8 upstream of the Hector Dam Road bridge) increases the 10- year flood elevations by 0.09 feet. The Hector Dam Road bridge is approximately 1.8 miles downstream of the proposed diversion outlet point.

7. The proposed diversion could affect wild rice during the floating leaf stage of growth. Generally, wild rice is in the floating leaf stage from about mid-June through early July. The leaves are buoyant at this stage and the shallow-rooted plant could be easily torn from its hold in the soft soil by an increase in water depth. The plant would also be susceptible to uprooting by an increase in water velocity at this stage, even if the water level fluctuation is not sufficient to tear it away from its mooring. Controls are needed on the timing, volume, and duration of water diversions to prevent uprooting and inundation from occurring. Wild rice is also reported to be sensitive to copper and manganese concentrations, but it is doubtful that a significant risk would be posed to wild rice due to the very low copper and manganese concentrations in the diverted water (no detectable copper, and 9.3 parts per billion of manganese).

8. The proposed project, if constructed and operated in accordance with this permit, is not expected to adversely affect water quality, increase water pollution in surface waters or cause environmental pollution as defined in s. 283.01(6m), Wis. Stats. Additional studies are being required to monitor potential effects on the lake and river.

9. The proposed project will impact 0.25 acres of type T3K wetlands at the diversion outlet point and 2 acres of shallow water marsh, part of a spring-fed backwater, if constructed in accordance with this permit.

10. The proposed project will include excavating under a culvert on an unnamed tributary to Sawyer Brook, along New Knapp Rd.

11. The length of the proposed project from the inlet at Shell Lake to the outlet in the backwater area connected to the Yellow River is 4.4 miles.

12. The proposed project will involve placing an intake structure into and on the bed of Shell Lake. The structure consists of 280 ft. of 30-inch pipe and three separate 30-foot sections of 24-inch perforated pipe.

13. The proposed project will involve placing 496 sq. ft. of outlet structure in the shallow marsh wetland at the diversion outlet site.

14. This permit reflects review of the City's proposal based on potential impacts to natural resources. It does not reflect review of the engineering design and adequacy of the intake and outlet structures and piping.

15. A control structure (maximum of 100 square feet) with velocity and flow monitoring equipment will be placed 300 feet back from the Shell Lake shoreline adjacent to an existing City wastewater control structure.

16. Two requests for contested case hearings were filed after the public notice was issued for these permits. The requests were later withdrawn.

17. The Department has completed an investigation of the project site and has evaluated the project as described in the application and plans.

18. This permit authorizes construction and diversion of water which could result in localized impacts on wild rice subject to the off-reservation harvest rights recognized in Lac Courte Oreilles v. Voigt, 700 F. 2d 341 (7th Cir. 1983) and to the requirements for consultation incorporated into the Stipulation for Wild Rice and Lac Courte Oreilles v. State of Wisconsin, 775 F. 2d 321 (W.D. 1991).

19. The Department of Natural Resources and the applicant have completed all procedural requirements and the project as permitted will comply with all applicable requirements of Sections 1.11, 30.18, 30.12(3), 30.19, Wisconsin Statutes and Chapters NR 102, 103, 115, 116, 117, 150, 299 of the Wisconsin Administrative Code.

PERMIT CONDITIONS-GENERAL

1. You must notify John Spangberg by phone at 715-635-4090 before starting construction and again not more than 5 days after the project is complete. The City must also notify the St. Croix Band of the Chippewas (hereafter St. Croix Band) at each of the times listed above.

2. You must complete the construction phase of this project on or before November 1, 2004. If you will not complete the project by this date, you must submit a written request for an extension prior to the expiration date of the permit. Your request must identify the requested extension date and the reason for the extension. A permit extension may be granted, for good cause, by the Department. You may not begin or continue construction after the original permit expiration date unless the Department grants a new permit or a permit extension in writing.

3. This permit does not authorize any work other than what you specifically describe in your application and plans, as modified by the conditions of this permit. If you wish to alter the project or permit conditions, you must first obtain written approval from the Department.

4. You are responsible for obtaining any permit or approval that may be required for your project by local zoning ordinances or by the U.S. Army Corps of Engineers before starting your project.

5. Upon reasonable notice, you shall allow access to your project site and diversion control system during reasonable hours to any Department employee who is investigating the project's construction, operation, maintenance, monitoring, or permit compliance.

6. The Department may modify or revoke this permit if the project is not completed and operated according to the terms of the permit, or if the Department determines the activity is detrimental to the public interest.

7. You must post a copy of this permit at a conspicuous location on the project site, visible from the waterway, for at least five days prior to construction, and remaining at least five days after construction. You must also have a copy of the permit and approved plans available at City Hall at all times until the project is complete.

8. Your acceptance of this permit and efforts to begin work on this project signify that you have read, understood and agreed to follow all conditions of this permit.

9. You must submit a series of photographs to the Department, within one week of completion of work on the site. The photographs must be taken from different vantage points and depict all work authorized by this permit.

10. You, your agent, and any involved contractors or consultants may be considered a party to the violation pursuant to Section 30.292, Wis. Stats., for any violations of Chapter 30, Wisconsin Statutes or this permit.

PERMIT CONDITIONS-CONSTRUCTION AND EROSION CONTROL

11. Construction shall be accomplished in such a manner as to minimize erosion and siltation into surface waters, as shown on the erosion control plan submitted on October 26, 2001, and subsequent supplementary plans. Erosion control measures such as silt fence and straw bales must meet or exceed the standards in the Wisconsin Construction Site Best Management Practices (BMPs) Handbook.

12. After the site is fully stabilized (or prior to at the direction of the Department) all temporary erosion control measures must be removed and disposed of properly. Any remaining temporary erosion control devices after this point constitute littering and may be enforced as determined necessary by the Department.

13. Erosion control measures must be in place at the end of each working day. Erosion control measures must be inspected, and any necessary repairs or maintenance performed, after every rainfall exceeding 1/2 inch and at least once per week. You must maintain a log of the erosion control inspections, repairs made, and rain events. This must be made available to Department personnel upon request and must remain at City Hall at all times work is being performed.

14. The removal of vegetative cover and exposure of bare ground must be restricted to the minimum amount necessary for construction. Any area where topsoil is exposed during construction along a waterway or wetland must be protected from erosion by immediately seeding and mulching, sodding, installing straw bales or silt screens, riprapping, or similar methods as described in the Wisconsin Construction Site Handbook (BMPs), to prevent soil from being eroded and washed into the waterway. A member of the Department will be made available to evaluate the erosion control practices.

15. This permit has been issued with the understanding that any construction equipment used is the right size to do the job and can be brought to and removed from the project's site without unreasonable harm to vegetative cover, or fish or wildlife habitat.

16. During installation of the intake structure in Shell Lake, a silt curtain (or similar practice) must be installed in the lake to minimize the transport of suspended sediment.

17. You may not remove vegetative cover earlier than 48 hours before grading commences.

18. You must not deposit or store any of the graded materials below the ordinary high water mark of any waterway. All graded materials must be placed out of the floodway of any stream. Any construction materials deposited or stored in any wetlands must be placed on silt mats, and can remain in place no longer than 24 hours.

19. Coffer dams constructed for site dewatering shall consist only of clean recoverable materials such as sandbags, plywood sheeting, etc. and all materials shall be removed in their entirety immediately following project completion. All methods for site dewatering must be reviewed with Department staff before the materials or practices are installed or implemented. The Department may require that more protective practices be put in place if construction methods in and around waterways are not providing adequate protection.

20. You must appropriately support the culvert and maintain alignment and pitch where an unnamed tributary crosses New Knapp Road.

21. Placement of excelsior mats is required on exposed soils of slopes greater than 6% or adjacent to a stream with a slope greater than 6%. Mats must be in place at the end of the same working day the soil was exposed.

22. Prior to construction, the City must certify to the Department that the pipeline construction and materials are of adequate design to contain and convey the maximum diversion volume at the expected velocity without pipe or joint failure. The certification must also specify the design life expected and preventive maintenance required. Pipe specifications must be supplied after the pipe is manufactured.

23. The water intake structure at the lake and the outlet structure at the river must have metering devices for quickly determining and calibrating the amount of water being diverted. Inlet control valves must have a mechanism for preventing the diversion of greater than 20 cubic feet per second (cfs). Metering equipment must be recalibrated at the start of every diversion period.

24. To protect public roads, property, and resource habitat, the City must have a method for rapid detection of a break (or other loss of flow) in the pipeline. Leak detectors must be installed in at least five locations along the pipeline, and the locations chosen must be approved by the Department prior to installation.

25. All structures, access hatches, and valves must be constructed with locks to prevent unauthorized access, tampering, and vandalism. The outlet structure must be fitted with a cover or screen during periods when water is not being diverted (to prevent entrance and entrapment of animals).

26. The final location and orientation of the outlet structure must be approved on-site by DNR field staff prior to construction.

27. The outlet structure must be hidden or camouflaged by vegetation to preserve natural scenic beauty for recreational users of the river.

28. Measures must be taken during installation to prevent dewatering of wetlands, streams, and groundwater during and after pipe trenching. The suggested method for this is installation of anti-seep collars on the piping near these wet areas.

29. All construction pit/trench dewatering must be done under the terms of a Wisconsin Pollutant Discharge Elimination System permit. No dewatering discharges are allowed to Shell Lake or Sawyer Creek, which are classified as Outstanding Resource Waters under Wisconsin Administrative Code NR 102. Further, to protect trout and their habitat, no discharges can be directed to the unnamed tributary to Sawyer Creek on New Knapp Road. If groundwater is removed for construction dewatering, a high capacity well approval will be needed if the pumping capacity is greater than 70 gallons per minute.

30. This project must be covered under, and comply with the conditions of a Construction Site Stormwater Discharge permit and an approved erosion control plan.

31. A Pre-construction Conference must be held with Department staff, City representatives, and the contractors awarded the project prior to starting construction authorized under this permit.

NOTIFICATION OF DIVERSION ACTIVITIES

32. The City must request Department approval at least one week prior to the start of any diversion period. The Department must also be notified (by the City) 24 hours prior to increasing or decreasing the diversion rate, or stopping the diversion. Twenty-four hour advance notice is not required during normal start-up and ramping-up procedures (see Condition 38), or when immediate shut-down is needed because of high river levels (Condition 40) or for any Department ordered shut-down or rate decrease (Conditions 41 and 42).

33. The City must notify local representatives of North American Hydro Inc. (based in Schofield, Wisconsin) and an officer of the Yellow Lake Sportsmans Club, Inc. prior to initiating or stopping diversion of water. This will allow the power company time to adjust operation of the downstream dam on the Yellow River at Danbury.

34. The City must notify the St. Croix Band, the Voigt Intertribal Task Force, and the Great Lakes Indian Fish and Wildlife Commission (hereafter GLIFWC) at least one week prior to the start of any diversion period. The City must also notify these 3 entities 24 hours prior to increasing or decreasing the diversion rate, or stopping the diversion. Twenty-four hour advance notice is not required during normal start-up and ramping-up procedures (see Condition 38), or when immediate shut-down is needed because of high river levels (Condition 40), or in the event of any shut-down or rate decrease (Conditions 41 and 42) ordered by the Department.

WATER DIVERSION PROCEDURES

35. Only authorized City staff can have access to, and operate all parts of the diversion system.

36. All structures, access hatches, and valves must be kept locked (or secured by similar means) to prevent unauthorized access, tampering and vandalism.

37. Diversions cannot take place unless the surface elevation of Shell Lake is at 1220.2 feet Mean Sea Level (MSL) or higher, unless prior written authorization is granted by the Department on a case-by-case basis. The St. Croix Band, the Voigt Intertribal Task Force, and GLIFWC will be consulted if consideration is given for diversions below 1220.2 feet MSL.

38. When a diversion is initiated, it must start at a low flow rate and be increased gradually (the ramping-up rate is to start at 5 cfs or less and increase by a maximum of 5 cfs per 48 hours up to 20 cfs maximum). Whenever possible, reducing diversions should also be done in similar decreasing increments, unless flow must be stopped immediately because of high levels in the Yellow River (or other concerns related to natural resource protection, public health, public safety, or public rights in navigable waters). As stated in Condition 23 above, metering equipment must be recalibrated at the start of every diversion period. For the first diversion to the river after permit issuance, the ramping-up rate will be 5 cfs per week to lessen impacts on river, unless Department staff supervising the diversion activities and river levels give approval for increased diversion rates.

39. When wild rice is in the vulnerable floating leaf stage, (usually from mid-June through early July, annually), diversions cannot be initiated, nor can the rate of a diversion already underway be increased. The St. Croix Band Tribal Natural Resources staff must be contacted to verify the stage of rice development if new or increased diversions are planned in June or July, annually.

40. Diversions cannot be initiated, or must be shut off if already underway, if the Yellow River reaches the 10-year flood elevation of 1032.26 feet MSL (NAD-83/91 datum) at cross section # 8 above the Hector Dam Road bridge (based on the Departmentally-approved hydraulic analysis). A staff gage or other measuring device must be placed at a representative location corresponding to cross-section # 8, and the diversions of water from Shell Lake must be shut off when the Yellow River reaches 1032.26 feet MSL.

41. The Department may require the City to stop diversions immediately if a concern arises over public health and safety, public rights in navigable waters, or resource impacts.

42. The Department must be contacted immediately if a new invasive species is found in the lake. The Department may require immediate shut-down of the diversion if the new species is not presently found in the Yellow River (and if it poses a definite threat to the river and downstream resources) until a management practice or diversion structure alteration can be put in place to prevent the spread of the invasive species.

43. To protect recreational users of Shell Lake, hazard markers must be permitted and placed around the water inlet structure with "Do Not Anchor" warnings in accordance with Wisconsin Administrative Code NR 5. The area around the intake must be fenced in winter when diversions are occurring to protect recreational users from the hazard of thin ice. The fencing and signing must meet the requirements of section 167.26, Wisconsin Statutes.

MONITORING AND REPORTING

44. Leak detectors must be active at all times during diversions. All leaks must be reported to the Department immediately.

45. The City must monitor and record the Yellow River stage at the Hector Dam Road bridge daily for one week prior to initiating a water diversion and daily for one week after stopping a diversion.

46. Prior to the initial diversion, samples must be taken from the lake and the river for mercury, in both the total and methylated forms. Sample locations must be the same as those used for mercury sampling on October 18, 2001. The sample results must be submitted to the Department, the St. Croix Band, the Voigt Intertribal Task Force, and GLIFWC.

47. The City must monitor and record the following information daily during diversions:

diversion flow at the intake structure at the lake

diversion flow at the outlet structure at the river

Shell Lake level

Yellow River stage at the Hector Dam Road bridge

any adjustments made to the volume diverted, and

time of day at which all samples and observations are taken.

48. The City must perform the monitoring listed in the table below (***Note - Due to space limitation, the table of items to be monitored is not included here. Please see a copy of the permit at City Hall for the list. 14 different parameters are to be monitored at the lake and on the river. Five parameters will be monitored at the outlet structure near the river.). Laboratory analysis must be performed by a lab properly certified under Wisconsin Administrative Code NR 149. This list represents the minimum level of sampling required for all diversions and for annual data collection for trend analysis. More in-depth sampling and periodic studies may be required under the long-term studies described in Condition 62 below.

49. Except for total and methylated mercury, the sampling required at the three sample points on the Yellow River (in the table above ***See note in paragraph above) must be performed three times during the first diversion of water after issuance of the permit. These samples must be taken at least two weeks apart during peak flow diversion. If the diversion lasts for less than 5 weeks, the interval between samples can be shortened to assure that 3 representative samples are collected. One sample must also be taken at each sample point prior to the first diversion of water. Mercury testing prior to diversion must be done as specified in Condition 46 above.

50. The City must notify the Department immediately if monitoring indicates that dissolved gas saturation in the diverted water is greater than 115% at the outlet structure. The City must take corrective action and start monitoring dissolved gas saturation twice daily until the level returns to 115% or less. Depending on the severity and duration of the problem, the Department may require that the diversion be decreased or shut down until the level is restored to 115% or less.

51. During the first two weeks of August annually, the City must have aerial photography performed on the Yellow River to document wild rice growth, vegetation, and the general condition of the diversion outlet area and downstream river reach. The photography must be taken at low elevation from the Green Valley Road bridge to the Hector Dam Road bridge, including close-up and direct overhead photos of the spring-fed backwater area receiving the diverted water, and the downstream wild rice beds. The Department must be contacted each year (prior to taking the photographs) to confer on the technology available and minimum specifications for the aerial photography. The City must also perform on-water surveys (in the first two weeks of August, annually) to document the size and location of wild rice beds between the diversion outlet point and the Hector Dam Road bridge.

52. During active diversion periods, the City must report all monitoring results (taken during each calendar month) to the Department by the 15th day of the following month. Copies of these reports must also be provided to the Voigt Intertribal Task Force, GLIFWC, and the St. Croix Band.

53. The City must submit a report to the Department by January 31, annually, summarizing the record of all diversions performed during the previous calendar year, and including all required monitoring data, daily flow records, survey results, and aerial photography. A copy of this report must also be provided to the Voigt Intertribal Task Force, GLIFWC, and the St. Croix Band.

FURTHER LAKE AND RIVER PROTECTION MEASURES

54. Buffer restoration plan: The City must implement a lake-wide shoreland buffer restoration information and education program for lakeshore stabilization. A program proposal must be submitted to the Department by July 31, 2003. The Department will review the plan, and meet with the City on recommended or required changes and additions before issuing final plan approval.

55. Stormwater plan: To further help regulate lake levels and protect water quality, the City must develop and enact measures to control stormwater inputs to the lake. These measures must include protection from increased volumes of stormwater, minimization of runoff from upstream sources and old diversions, and control of contaminants entering through stormwater. A plan for developing and enacting these measures must be submitted to the Department by July 31, 2003. The Department will review the plan, and meet with the City on recommended or required changes and additions before issuing final plan approval.

56. Wetland protection measures: The City must also develop measures for wetland protection and restoration in the Shell Lake city limits, and must submit this along with the plan for controlling stormwater inputs, as listed in Condition 55 above.

57. Invasive species control plan: The City must develop an invasive species monitoring and control plan to protect the lake and the Yellow River from the spread of these plant and animal species. The proposed plan must be submitted to the Department by March 31, 2003. The plan must be comprehensive for all known invasive inland species. It must also cover (in detail) measures for prevention of the spread of purple loosestrife and reed canary grass along the exposed lake shoreline, and spotted knapweed and other invasives along the pipeline corridor. Restrictions or prohibition of diversion may be imposed if species not present in the Yellow River are found in the lake (see Condition 42 above). If invasive species are found during monitoring, the Department must be contacted immediately. The Department will review the plan, and meet with the City on recommended or required changes and additions before issuing final plan approval. An interim plan must also be submitted prior to the first diversion of water after construction of the diversion system.

58. Operation and maintenance plan: The City must submit a plan for operation and maintenance of the diversion system. The plan must be written as a manual for City staff, and must include detailed instructions for operating the system so that all of the permit conditions are met, and so that the intake, piping, pipeline corridor, outlet structure, and staff gauge, etc. are maintained in good condition. The proposed plan must be submitted to the Department by January 31, 2003. The Department will review the plan, and meet with the City on recommended or required changes and additions before issuing final plan approval.59. Copies of all plans required under this section must also be provided by the City to the St. Croix Band, the Voigt Intertribal Task Force, and GLIFWC at the time they are submitted to the Department for review.

60. The City must enact measures to regulate and limit placement of fill below the Regional Flood Elevation of 1226 feet MSL. Filling below this elevation should only be for floodproofing structures.

61. The City's shoreland zoning ordinance must be modified to incorporate the ordinary high water level of 1221.8 (established in 1994). This level must be used for determining shoreland setbacks, unless a more restrictive level or more protective measure is enacted.

62. Long-term studies: To monitor for changes in lake and river ecology, the City must conduct a ten-year study of Shell Lake and the Yellow River. The study must be performed in cooperation with the Department, USGS, and the Technical Oversight Committee (described in Condition 63 below). A study design proposal must be submitted to the Department by March 31, 2003. The design criteria must be technically feasible and fiscally practical. Elements to be included in the study are as follows:

•Water Quality: representative monitoring points and frequencies must be established for monitoring lake and river quality. The parameters to be tested must include (but are not limited to) the following: Dissolved Oxygen, Temperature, Dissolved Gas Saturation, pH, Conductivity, Biological Oxygen Demand, Suspended Solids, Total Phosphorus, Dissolved Phosphorus, Total Kjeldahl Nitrogen, Ammonia-Nitrogen, Nitrate plus Nitrite-Nitrogen, Chlorophyll A, Turbidity, Alkalinity, Secchi-depth readings, Fecal Coliform, Fecal Strep, E- coli, Total and Methylated Mercury, and a Pesticide scan (including Atrazine).

Lake and River Biology: a representative protocol for monitoring must include sampling stations and sampling frequencies for characterization of the biological species present in the lake and river. This must include fish, macroinvertebrates, plants, and other indicator species. The presence and distribution of invasive species must also be documented. The plan must also include an inventory of lake habitat types, to be performed two years after lake levels stabilize. This inventory must include documentation on the location, size and type of all wetlands and critical habitats (spawning and nursery areas, macrophyte beds, etc.).

•Hydrogeology: This portion of the study must include modeling to verify conclusions of previous studies on the water budget of the lake and groundwater movement in the lake's watershed. It must also predict the effect of the diversion on future lake levels in the event of drought conditions, and include an evaluation of potential impacts of water diversion on other lakes in the immediate vicinity. Finally, the study must also include annual monitoring of groundwater quality (at representative locations around the lake) for evidence of contamination from septic systems, pesticide or fuel storage, and heavy metals.

63. Technical Oversight Committee: The City must establish a Technical Oversight Committee for review of the study protocol (identified in Condition 62 above), monitoring results, and study findings. This committee is to be chaired by a Department staff member, with the City responsible for scheduling meetings, record keeping, and distribution of minutes and pertinent communication. The committee will meet annually, and be composed of (but not limited to) one member from each of the following parties:

•Department of Natural Resources (committee chair)

•City of Shell Lake

•The parties that requested a contested case hearing on the permits for this project (as identified in Department case file letters dated September 18 and 20, 2001).

•United States Geological Survey (or their designee as approved by majority vote of the committee members)

•A scientific or technical expert (recognized as qualified by a majority vote of the committee members)

Yellow River property owners or recreational users (or appropriate designee as approved by a majority vote of the committee members)

•Yellow Lake Sportsmans Club, Inc. (official lake association for Yellow Lake in Burnett County)

•The Voigt Intertribal Task Force

•The Great Lakes Indian Fish and Wildlife Commission (GLIFWC), and

•The St. Croix Band.

Prior to each annual meeting, the City will provide copies of an annual progress report to each of the groups represented. The progress report must cover monitoring results, results and progress on long-term studies, and implementation of plans required under this permit. The committee will report findings and make recommendations to the Department on study progress and changes needed in the study protocol, additional monitoring requirements or studies needed, or changes needed in the operating requirements of the diversion system (in light of documented or anticipated significant adverse effects).

Each group above is allowed one vote on issues brought before the committee. Decisions of the committee will be based on a simple majority vote of groups present at meetings ("present" includes attendance through telephone conference or other electronic means).

64. This permit only authorizes the diversion of lake water (at 20 cfs maximum) from Shell Lake to the Yellow River. The diversion structures and pipeline cannot be used for any other purpose in perpetuity.

65. Except for Condition 64 above, these permit conditions can be modified by the Department at any time, but will be reviewed at least every 3 years to determine if either more protective (or less restrictive) measures are warranted. Any proposed changes will be brought before the City of Shell Lake, the Technical Oversight Committee, the St. Croix Band, GLIFWC, and the Voigt Intertribal Task Force for consultation before implementation.

66. All records required under this permit must be kept for a period of at least 5 years, and made available for inspection by Department staff when requested. Summary data, annual reports, and records of decisions must be kept in perpetuity to the extent practicable.

CONCLUSIONS OF LAW

The Department has authority under the above indicated Statutes and Administrative Codes, to issue a permit for the construction and maintenance of this project.

The Voigt Intertribal Task Force has the right of consultation and participation as described in the provisions of the Stipulation for Wild Rice Trial under the Voigt case on future decisions on (and changes to) this permit that may reasonably be expected to directly affect wild rice abundance or habitat.

NOTICE OF APPEAL RIGHTS

If you believe that you have a right to challenge this decision, you should know that the Wisconsin statutes and administrative rules establish time periods within which requests to review Department decisions shall be filed.

To request a contested case hearing pursuant to section 227.42, Wis. Stats., you have 30 days after the decision is mailed, or otherwise served by the Department, to serve a petition for hearing on the Secretary of the Department of Natural Resources, P.O. Box 7921, Madison, WI, 53707-7921.

A request for contested case hearing must follow the form prescribed in section NR 2.05(5), Wis. Adm. Code, and must include the following information:

•A description of the Department's action or inaction which is the basis for the request;

•The substantial interest of the petitioner which is injured in fact or threatened with injury by the Department's action or inaction;

•Evidence of legislative intent that this interest is not to be protected;

•An explanation of how the injury to the petitioner is different in kind or degree from the injury to the general public caused by the Department's action or inaction;

•That there is a dispute of material fact, and what the disputed facts are;

•The statute or administrative rule other than s. 227.42, Wis. Stats., which accords a right to a hearing.

This notice is provided pursuant to section 227.48(2), Wis. Stats.

 

Dated at Northern Region Headquarters, Wisconsin on August 2, 2002.

STATE OF WISCONSIN DEPARTMENT OF NATURAL RESOURCES

For the Secretary

By /s/ Kathy Bartilson

St. Croix Basin Water Leader