Agenda - Planning Commission - 10/15/2015

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(4) The placement of more than 1,000 cubic yards of fill or other similar material on a parcel (other than for the purpose of elevating a structure to the regulatory flood protection elevation) must comply with an approved erosion/sedimentation control plan. a. The plan must clearly specify methods to be used to stabilize the fill on site for a flood event at a minimum of the regional (1% chance) flood event. b. The plan must be prepared and certified by a registered professional engineer or other qualified individual acceptable to the City. c. The plan may incorporate alternative procedures for removal of the material from the floodplain if adequate flood warning time exists. (5) Storage of materials and equipment below the regulatory flood protection elevation must comply with an approved emergency plan providing for removal of such materials within the time available after a flood warning. (6) Alternative elevation methods other than the use of fill may be utilized to elevate a structure's lowest floor above the regulatory flood protection elevation. These alternative methods may include the use of stilts, pilings, parallel walls, etc., or above -grade, enclosed areas such as crawl spaces or tuck under garages. The base or floor of an enclosed area shall be considered above - grade and not a structure's basement or lowest floor if: a. The enclosed area is above -grade on at least one side of the structure. b. It is designed to internally flood and is constructed with flood resistant materials. c. It is used solely for parking of vehicles, building access or storage. The above -noted alternative elevation methods are subject to the following additional standards: 1. Design and Certification - The structure's design and as -built condition must be certified by a registered professional engineer or architect as being in compliance with the general design standards of the MN State Building Code and, specifically, that all electrical, heating, ventilation, plumbing and air conditioning equipment and other service facilities must be at or above the regulatory flood protection elevation or be designed to prevent flood water from entering or accumulating within these components during times of flooding. 2. Specific Standards for Above -grade, Enclosed Areas - Above -grade, fully enclosed areas such as crawl spaces or tuck under garages must be designed to internally flood and the design plans must stipulate: i. The minimum area of openings in the walls where internal flooding is to be used as a floodproofing technique. There shall be a minimum of two openings on at least two sides of the structure and the bottom of all openings shall be no higher than one foot above grade. The automatic openings shall have a minimum net area of not less than one square inch for every square foot of enclosed area subject to flooding unless a registered professional engineer or architect certifies that a smaller net area would suffice. The automatic openings may be equipped with screens, louvers, valves, or other coverings or devices provided that they permit the automatic entry and exit of flood waters without any form of human intervention; and ii. That the enclosed area will be designed of flood resistant materials in accordance with the FP -3 or FP -4 classifications in the MN State Building Code and shall be used solely for building access, parking of vehicles, or storage. Sec. 117-185 General Floodplain Distirct (GF) (a) Permitted Uses. (1) The uses listed in 117-183 (a), Floodway District Permitted Uses, are permitted uses.