2024/02/01 - OTHER - (NA) - State Permits

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27.The project site is a moderate or high energy site; or a low energy site where the bank-edge recession described in s. NR 328.08(3),Wis.Adm. Code, is equal to or greater than 0.5 feet per year and the applicant can show a biological erosion control structure was previously placed according to the standards in s. NR 328.04(3)and(4),Wis.Adm. Codes. Note: NR 328.08(3),Wis.Adm. Code, requires that the time between separate measurements shall equal or exceed 3 months during the open-water season. Note:The applicant will satisfy the"equal to or greater than 0.5 feet per year"requirement by demonstrating that the bank-edge recession is equal to or greater than 1.5 inches per 3 months during the open-water season. 28. Riprap shall be clean fieldstone or quarry stone 6 to 24 inches in diameter. 29.The toe of the riprap may not extend more than 8 feet waterward of the ordinary high water mark. 30.The final riprap slope may not exceed (be steeper than)2 feet horizontal to one foot vertical. 31. Riprap may not be placed at an elevation higher than the ordinary high water mark plus the storm-wave height as calculated in s. NR 328.08(1).For waters subject to NR 328.21(1),Wis.Adm. Code, riprap may not be placed at an elevation higher than the ordinary high water mark plus 1.5 times the storm-wave height calculated in s. NR 328.08,Wis.Adm. Code. Note:The listed waters in NR 328.21(1),Wis.Adm.Code,are typified by following conditions—impounded;2500 acres and larger;extensive water level fluctuation; high shoreline recession rates; historic loss of shoreline vegetation. 32. No fill material or soil may be placed in a wetland or below the ordinary high water mark of any navigable waterway. 33.The riprap shall follow the natural contour of the shoreline. 34. Filter cloth or clean-washed gravel shall be used as a filter layer under the riprap to extend the life of the structure,improve effectiveness and prevent soil erosion behind the riprap. 35. Riprap or other vegetated armoring along moderate energy sites shall be re-vegetated above the ordinary high water mark by using native shrub plantings, native live stakes or native jointed plantings. Note: Erosion control treatments may include a 10-foot shoreline segment where plant establishment is not required for the purpose of ingress/egress associated with the placement of a pier or access to the waterway or associated with public park activities. FINDINGS OF FACT 1. Mike Giglio has filed an application for a permit to place rock riprap and native plantings along 80 feet of shoreline on Yellow Lake located in the NE'A of the NW'A of Section 25,Township 40N, Range 17W,Town of Union,Burnett County. 2.The project will consist of placing filter fabric and rock along 80 feet of shoreline to prevent further erosion. The area above the ordinary high water mark has some natural vegetation and native vegetation such as willow stakes will be planted. 3.The Department has determined that the project site and project plans meet the standards in s. Chs 30.12(1),Wis. Stats., as well as NR 328,Wis.Adm.Code,to qualify for this General Permit. 4.The Yellow Lake is a navigable water. 5.The proposed project, if constructed in accordance with this permit will not adversely affect water quality,will not increase water pollution in surface waters and will not cause environmental pollution as defined in s.283.01(6m),Wis. Stats. 6.The proposed project,if constructed in accordance with this permit will not adversely affect wetlands. 7.The proposed project will not injure public rights or interests, cause environmental pollution as defined in s.299.01(4),Wis. Stats.,or result in material injury to the rights of any riparian owner, if constructed in accordance with this permit. 8.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 Section Ch 30.12(1),Wis. Stats. and Chapters NR 102, 103, 150, 299,310,and 328,Wis.Adm.Code.