Ordinances-1998-218

sewer system as it relates to both the area being platted and other areas. In such event, the City will pay the subdivider the difference in cost of pipe and installation between the larger sewer and the diameter of sewer reasonable to meet the foreseeable needs of the area. 3) Storm sewer facilities shall be located in the road right-of-way where feasible, or in the perpetual unobstructed easements of appropriate width. 4) In the storm sewer design phase, the subdivider shall study the effect of each subdivision on existing downstream drainage facilities outside the area of the subdivision. The subdivider's drainage studies together with such other studies as shall be, appropriate shall serve as a guide to needed improvements. Where it is anticipated that the additional runoff incident to the development of the subdivision will overload an existing downstream drainage facility, the Council may withhold approval of the subdivision until provision has been made for the recovery of the cost for the improvement of said potential condition in such sum as the City Council shall determine. No subdivision shall be approved unless adequate drainage will be provided to an adequate drainage watercourse or facility. 5) The subdivider must document that adequate storm detention is included in the storm sewer design. This may require work outside of the proposed subdivision's boundaries which is the sole responsibility of the subdivider. The City may require this work to be undertaken to protect surrounding