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Correspondence with MCWD and city re shoreline work
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720 Big Island - PID: 22-117-23-42-0002
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Correspondence with MCWD and city re shoreline work
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Last modified
8/22/2023 4:12:20 PM
Creation date
10/7/2015 12:39:39 PM
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x Address Old
House Number
38
Street Name
Address Unassigned
Address
38 Address Unassigned
Document Type
Correspondence
PIN
2211723420002
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❑ Must show the distance waterward of the treatment placement(hard armoring inert material, such as <br /> riprap, shall be placed no more than 5 feet waterward of the OHW); <br /> ❑ Must provide a description of the underlying soil materials that will support the treatment; <br /> ❑ Must show the finished slope. Finished stabilization slopes shall be 3:1 or less where practical and <br /> feasible. Finished slopes greater than 2:1 shall be considered retaining walls. <br /> ❑ Riprap shall not extend higher than the top of the bank or 2 feet above the 100 year floodplain elevation, <br /> whichever is lower; <br /> Provide a detailed erosion control and site stabilization plan for the proposed project which includes: <br /> ❑ Identify on a plan sheet the proposed access route for all land based application; <br /> ❑ Identify the location of any material stockpile locations; <br /> ❑ Provide a comprehensive stabilization plan for any disturbed areas on site; <br /> ❑ Identify on a plan sheet the floating silt curtain for any work below the normal water level(required <br /> for all land-based installations). <br /> 4. Sandblanket: <br /> Site plan showing: <br /> ❑ Property lines <br /> ❑ Indication of where sand blanket was applied <br /> ❑ Existing elevation contours of adjacent upland area <br /> ❑ Ordinary high water and 100-year high water elevations <br /> Profile,cross-section and/or topographic contours(no greater than 1 foot) showing: <br /> ❑ Existing and proposed elevations <br /> Sandblanket must meet the following dimensional requirements: <br /> ❑ Length no more than '/2 the length of shareline or 50 feet, whichever is less <br /> ❑ Depth no more than 6 inches <br /> ❑ Width no more than 10 feet(waterward of OHW) <br /> 5. Floodplain Alteration: <br /> Determination by a professional engineer of the 100-year high water elevation <br /> before and after the project. <br /> Computation by a professional engineer of cut, fill and change in water storage capacity resulting from <br /> proposed grading. <br /> 6. Wetland Alteration: <br /> Complete delineation report, in accordance with the guidelines provided by the Board of Water& Soil <br /> Resources, for the wetland near the project area. The report must be submitted for boundary&type <br /> approval under the Minnesota Wetland Conservation Act no later than June 30,2012. <br /> Please provide all above requested items by 4:30 PM on June 15,2012 (with the exception of the delineation report that <br /> must be submitted no later than June 30, 2012),or the matter will be processed for formal enforcement action before the <br /> MCWD Board of Managers. Thank you for your immediate attention to this matter. If you have any questions, please <br /> contact me at(952)641-4505 bwisner@minnehahacreek.org. <br /> Sincerely, <br /> Brandon Wisner <br />
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