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ORDINANCE NO. 91-4.8 (_a) Ingress_and earessto_property_and—proposed stru_c_tuIes thereon with particular reference to automotive and pedestrian safety and convenience, traffic flow and control, and access in case of fire or catastrophe; (b) Off-street parking andloading areas, where required, with particular attention to the items in (1) above and the economic, noise, glare, or odor effects of the special exception on adjoining properties and properties ally—in—the-district-, (c) Utilities with reference to location, availability and compatibility; (d) Screening and buffering with reference to type, dimensions and character; (e) Signs, if any, and proposed exterior lighting with reference to glare, traffic safety, economic effects, and compatibility and harmony with properties in the district; (f) Required yards and other open space; (g) Any special requirements set forth in the zoning district regulations for the particular use involved. Section 86: The introductory table of contents of Chapter 930 of Stormwater Management and Flood Protection is hereby amended to read as follows: CHAPTER 930 STORMWATER MANAGEMENT AND FLOOD PROTECTION Sec. 930.01 Short Title Sec. 930.02 Purpose Sec. 930.03 Rules of Construction Sec. 930.04 Definitions Sec. 930.05 Prohibited Activity Sec. 930.06 Exemptions Sec. 930.07 Review Criteria for All Development Projects Sec. 930.071 Drainage Basin Maximum Discharge Rates Sec -.-930.-08 Required Information for Permit Applications Sec. 930.09 Required Information to be Submitted by Type B and C Permit Applicants after Issuance of Permit Sec. 930.10 Permit Application and Review Procedures Sec. 930.11 Administrative Duties Sec. 930.12 Appeal Procedures Sec. 930.13 Notice Sec. 930.14 Vested Rights Section 87: Section 930.07(1)(a) of Stormwater Management and Flood Protection is hereby amended to read as follows: (a) The design of the on-site Stormwater management system shall be based at a minimum on a 25 -year frequency 24-hour duration storm event on the development project as proposed. The design of any off-site stormwater management system improvements shall be based upon a 25 -year frequency 24-hour duration storm event. The modified Type 2 SCS Rainfall Distribution shall be used. Post development runoff shall not exceed pre -development runoff unless a maximum discharge rate has been adopted for the applicable drainage basin and the Coding: Words in IMINT311 a type are deletions from existing law. Words underlined are additions. SmeadSoft Reprint Date: Friday, August 23, 2013 - 12:40:35 - OffcialDocuments:646, Attachment Id 0, Page 76