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<br />(4) Emergency overflow swales or areas shall be constructed to convey <br />the peak 100-year discharge away from buildings and from each water <br />body to the next downstream water body. <br /> <br />4. EXlllBITS. The following exhibits must accompany the permit application. <br />One set, full size; two sets, reduced to 11" x 17"; and copies of all submittals in <br />electronic .pdfformat. <br /> <br />(a) Site plan showing the property lines, location, delineation of the work area, <br />existing elevation contours of the work area, ordinary high water elevations, <br />and 100-year flood elevation.. <br /> <br />(b) Bench marks, including datum used, to establish vertical control. <br /> <br />(c) Grading plan showing any proposed elevati <br />elevations of adjacent buildings and 100- <br />proposed development. <br /> <br />changes including low floor <br />flood elevations resulting from <br /> <br />(d) Utility plans and details. <br /> <br /> <br />t P ng all data and computations used in <br />areas, stormwater storage, and flood elevations for <br />ar storm events for both existing conditions <br />itions. Study shall be prepared and signed by a <br />eer licensed in the State of Minnesota or a <br />dy shall include a figure of receiving water bodies <br /> <br />(e) Roadway plans and details. <br /> <br />(g) Stormwater manage <br />estimating runoff, drai <br />the 2-year, 10-ye <br />and post devel <br />qualified profess I e <br />qualified hydrologis . <br />downstream of the site. <br /> <br />(h) Computation of change in flood storage capacity resulting from proposed <br />grading. <br /> <br />(i) Erosion control plan. <br /> <br />G) All plan sheets shall be signed by a professional engineer licensed in <br />Minnesota. <br /> <br />5. EXCEPTIONS. There are no exceptions to this Rule. <br /> <br />06/12/2006 CRWD DRAFT <br /> <br />20 <br />