Agenda - Council Work Session - 04/11/2023

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1 2 3 4 5 6 7 8 9 10 11 12 13 14 15 16 17 18 19 20 21 22 23 24 25 26 27 28 29 30 31 32 33 34 35 36 37 38 39 40 41 42 43 44 45 46 47 48 49 (3) The cumulative placement of more than 1,000 cubic yards of fill when the fill is not being used to elevate a structure in accordance with [subsection] (b)(1) above. (D) Standards for flood fringe conditional uses. (1) The standards listed in sections 117-184(b)(4) through (10) apply to all conditional uses. (2) Basements, as defined in section 117-1, are subject to the following: a. Residential basement construction is not allowed below the regulatory flood protection elevation. b. Non-residential basements may be allowed below the regulatory flood protection elevation provided the basement is structurally dry floodproofed in accordance with [section] 117- 184(d)(3). (3) All areas of nonresidential structures, including basements, to be placed below the regulatory flood protection elevation must be floodproofed in accordance with the structurally dry floodproofing classifications in the Minnesota State Building Code. Structurally dry floodproofing must meet the FP-1 or FP-2 floodproofing classification in the Minnesota State Building Code, which requires making the structure watertight with the walls substantially impermeable to the passage of water and with structural components capable of resisting hydrostatic and hydrodynamic loads and the effects of buoyancy. Structures wet floodproofed to the FP-3 or FP-4 classification are not permitted. (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 (one percent 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 Minnesota 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: Page 118 of 147