1109.13 DRAINAGE AND STORM SEWER REQUIREMENTS.
   (a)   The responsible officials are the Village Administrator, Commission, and the Village Council.
   (b)   A drainage system adequate to serve the needs of the proposed new streets and the entire subdivision will be required in new subdivisions. Where a public storm sewer main is available at the plat boundary, the subdivider shall construct a storm sewer system and connect with such storm sewer main. If such storm sewer systems are not accessible, adequate storm water drainage shall be provided by natural drainage channels with easements of adequate widths, as determined by the consulting engineer and approved by the Commission.
   (c)   When natural drainage channels intersect any street right-of-way, it shall be the responsibility of the subdivider to have satisfactory bridge or culverts designed to the village consulting engineer’s specifications and constructed to his satisfaction.
   (d)   Pipe culverts (12" minimum) shall be placed under all driveways where the street design provides for an open ditch.
   (e)   Where the street design provides for an open ditch, the ditch shall be satisfactorily constructed to drain storm water.
   (f)   Outlets and surface drainage systems into existing waterways shall be such that the cubic feet per second discharge shall not increase from the pre-development property to the post- development. This would include runoff during construction. The use of retention and restricted outlets will be necessary.
(Ord. 2000-0-02. Passed 1-24-00.)