2009/11/09 - OTHER - (NA) - Note

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State of Wisconsin Attachment-Riprap Department of Natural Resources General Permit Application Packet(R1-09) www.dnr.wi.gov page 1 of This is your RIPRAP GENERAL PERMIT The Riprap General Permit(GP)Attachment is to be used in conjunction with the"WaterResourcesAapllcation for ftect Permits lWRAPPY(Form 3500-53)and will not be accepted if submitted separately. Use this form when placing new riprap on the bank of a public(navigable)inland lake or flowage. Be advised the Construction Erosion and Sediment Qatmr attachment is needed in addition to this General Permit Attachment if the land disturbing activity is one acre or more and the project is required to have an erosion and sediment control plan. Please fill out the form below. After you clearly demonstrate the project is eligible for the GP,this permit application is'Approved"once it is signed and dated by an authorized Wisconsin Department of Natural Resources employee. Section 1: Project Description Landowner( Itcani)Na a Coun Waterbody Name "a.s - r�► f 13 Like Total Area 9f Construction Site(acres) Total Estimated Disturbed Area(acres) 002 ES Section 2: Permit Eligibility To qualify for this GP,your project must meet certain eligibility standards. Please review and certify"Yes"the project has been designed and will be constructed in compliance with ALL of the following GP eligibility standards.If your project does not meet all of the eligibility standards,you will need to apply for an Individual Permit(IP). Beadvisedthe Department has the final discretion to determine GP eligibility and may require information In addition to the initial permit application submittal or require an Individual Permit(IP)if site-specific conditions require additional review. General Permit Eligibility Standard Yes The project site is a moderate or high energy shoreline. To determine the shoreline energy,use the Department's calculator found at: h tpo//dnrwl aov/ora/waterlfhp[waterwayL=sionesiculator htmi The riprap will not be placed at an elevation higher than the ordinary high water mark plus the storm-wave height. The storm wave height is calculated and provided in the Department's shoreline energy calculator. The riprap will consist of clean fieldstone or quarry stone varying in size 6 to 24 inches in diameter. The toe of the riprap will not extend more than 8 feet waterward of the ordinary high water mark. The final riprap slope will not exceed(be steeper than)2 feet horizontal to one foot vertical. No fill material or soil will be placed in a wetland or below the ordinary high water mark of any public ZI waterway. The riprap will follow the natural contour of the shoreline. .® Filter cloth or clean-washed gravel will 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. The riprap will be re-vegetated above the ordinary high water mark using native plantings,which may include non-woody plants,native shrub plantings,native live stakes and/or native jointed plantings. To stop the spread of invasive species and viruses from one public waterway to another public waterway, all equipment or portions of equipment used for constructing,operating,or maintaining the project will be decontaminated for invasive species and viruses before and after use or prior to use within another public waterway.