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� <br /> i <br /> 3. Date that riprap was first installed at the shoreline <br /> 4. Summary of recent work performed on the property(within the last 6 months) <br /> 5. Survey of project area showing pre-project conditions i <br /> Shoreline Stabilization: ; <br /> 6. Erosion intensity calculations from section 3 of the Shoreline&Streambank Stabilization <br /> Rule(enclosed) I <br /> I <br /> Photographs of the project site showing pre-existing conditions j <br /> i <br /> Site plan showing: <br /> a. Survey locating the existing ordinary high water(O�elevation,existing <br /> shoreline, 100-year high water elevation,and location of property lines; <br /> b. Elevation contours of the upland within 20 feet of the OHW; <br /> c. Plan view of locations and lineal footage of the shoreline stabilization <br /> Cross section,drawn to scale,with the horizontal and vertical scales noted on the <br /> drawing,detailing: <br /> d. The existing bank,OHW,and 100-year high water elevation; <br /> e. The proposed stabilization technique,finished slope,and distance lakeward of <br /> the OHW; <br /> f. Material specifications; <br /> g. Description of the underlying soil materials. <br /> Specification of erosion control and site stabilization practices. � <br /> j <br /> Sandblanket: <br /> 7. Site plan showing: <br /> a. Property lines <br /> b. Indication of where sand blanket was applied ' <br /> c. Existing elevation contours of adjacent upland area <br /> d. Ordinary high water and 100-year high water elevations <br /> Profile,cross-section and/or topographic contours(no greater than 1 foot)showing: <br /> a. Existing and proposed elevations <br /> Sandblanket must meet the following dimensional requirements: <br /> a. Length no more than'/2 the length of shoreline or 50 feet,whichever is Less <br /> b. Depth no more than 6 inches <br /> c. Width no more than 10 feet(waterward of OHW) <br /> 2of3 <br />