2010/04/26 - OTHER - (NA) - Note

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G? A)O -01010 7 Gly 1 (0 A lisconsin Attachment-Replacement of an Existing Seawall with Riprap -A ent of Natural Resources - General Permit Application Packet(111-09) Nww.dncwi.gov page 1 of This is your REPLACEMENT OF AN EXISTING SEAWALL WITH RIPRAP GENERAL PERMIT The Replacement of an Existing Seawall with Riprap General Permit(GP)Attachment is to be used in conjunction with the "Water Resources Roar on for Proi r n mics(WRAPPI"(Form 3500-53)and will not be accepted if submitted separately. Use this form when replacing an existing seawall with riprap on the bank of a public(navigable)inland lake or flowage. Be advised the QMtruction Erosion and todi,n nt Contro"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 IA;iprovedm once it is signed and dated by an authorized Wisconsin Department of Natural Resources employee, Section 1: Project Description 11 Landowner(Applicant)Name County Waterbody Name A L-/ Ar Al E N Total Area of Construction Site(acres) Total Estimated Disturbed Area(acres) 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 EllgibilityStandard yes rhe riprap will not exceed 500linear feet of shoreline. S rr" wave hetyht= Oor&P b riprap will not be placed at an elevation higher than the ordinary high water'. plus the storm-wave lelght. The storm wave height is calculated and provided in the Department's shoreline energy calculator. he riprap will consist of clean fieldstone or quarry stone varying in size 6 to 24 inches in diameter. he toe of the riprap will not extend more than 8 feet waterward of the ordinary high water mark. he final riprap slope will not exceed(be steeper than)2 feet horizontal to one foot vertical. .® to fill material or soil will be placed in a wetland or below the ordinary high water mark of any public iaterway. he riprap will follow the natural contour of the shoreline. Iter cloth or clean-washed gravel will be used as a filter layer under the riprap to extend the life of the ructure,improve effectiveness and prevent soil erosion behind the riprap, 1e riprap will be re-vegetated above the ordinary high water mark using native plantings,which may clude non-woody plants,native shrub plantings,native live stakes and/or native jointed plantings. i stop the spread of invasive species and viruses from one public waterway to another public waterway, I equipment or portions of equipment used for constructing,operating,or maintaining the project will be !contaminated for invasive species and viruses before and after use or prior to use within another public iterway.