The required stormwater management plan shall identify means for controlling the stormwater runoff release rate (the rate of stormwater runoff released from dominant to servient land) from the development and providing storage potential for the excess stormwater runoff (where required). All computations, plans and specifications related to the implementation of this Chapter must be prepared and sealed by a professional engineer, registered in Illinois. The stormwater management plan shall contain, but not be limited to, the following information, unless specifically excluded by the Board:
(A) A topographic map of the project site and adjacent areas, of suitable scale and contour interval, which shall define the location of streams, the extent of floodplains and calculated high water elevations, the shoreline of lakes, ponds, swamps and detention basins including their inflow and outflow structures, if any.
(B) The location and flowline elevation of all existing sanitary, storm, or combined sewers.
(C) Detailed determination of runoff anticipated for the entire project site following development, indicating design volumes and rates of proposed runoff for each portion of the watershed tributary to the storm drainage system, the calculations used to determine said runoff volumes and rates and restatement of the criteria which have been used by the project engineer throughout his calculations.
(D) A layout of the proposed stormwater management system including the location and size of all drainage structures, storm sewers, channels and channel sections, detention basins, and analyses regarding the effect said improvements shall have upon the receiving channel and its high-water elevation.
(E) The slope, type, and size of all existing and proposed storm sewers and other waterways.
(F) For all stormwater management facilities (which shall include any structure designated to collect or store surface water), a plot or tabulation of storage volumes, for the design capacity, with corresponding water surface elevations and the facility outflow rates for those water surface elevations.
(G) An erosion and sedimentation control plan showing: All erosion and sedimentation control measures necessary to meet the objectives of this Chapter and the National Pollutant Discharge Elimination System (NPDES) throughout all phases of construction and permanently after completion of development of the site. Provisions for maintenance of temporary and permanent control facilities, including easements. Identification of the person(s) or entity which shall have legal and financial responsibility for maintenance of permanent, erosion control structures and measures after development is completed, and such identification and/or any subsequent changes thereto should be provided to the Board. Provisions shall be made to revise this information, upon any change in related ownership and/or cited responsibility.
(H) A reference elevation benchmark (which shall be a permanent, frost-proof monument approved by the Village) shall be established in the near vicinity to the stormwater management facility and shall be referenced on the plan. (Ord. 778, 12-13-2022)