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ATTY/ORD.0014/CC ORD ENGINEERING AND TRANSPORTATION CODE UPDATES – EXHIBIT B REV: 11-18-25 LR Page 3 of 4 unless all of the following requirementsfindings are met: to the satisfaction of the City Engineer: 1. A hydrology report prepared by a licensed civil engineer submitted with the development application demonstrates that all proposed structures are located outside the 100-year floodplain elevation; 2. For lined channels, a report prepared by a licensed civil, structural, environmental, or geotechnical engineer submitted with the development application demonstrates that the proposed development is designed in a manner that does not impose any additional structural, hydraulic, or geotechnical loading on existing creek channel walls; 3. For lined channels, the proposed development provides a minimum of ten (10) feet of unobstructed space between the top of channel wall and the nearest structure; 4. For natural (unlined) channels, creeks, and ditches, a report prepared by a licensed civil, geotechnical, or environmental engineer submitted with the development application demonstrates that the proposed development, including associated construction activities, will maintain the structural stability of the slopes of the creek bank; 5. For natural (unlined) channels, creeks, and ditches, the proposed development, including construction, does not involve the placement of fill in the body of the watercourse or within 20 feet of the top of banks of such watercourse, or result in the destruction or removal of existing vegetation within 20 feet of the top of bank of a watercourse. E. Deposit in, plant in, or remove any material from a watercourse including the banks, except as required for necessary maintenance; F. Constructing, altering, enlarginge, connecting to, changinge, or removinge any structure located within a watercourse; andor E. Placinge any loose or unconsolidated material in the body of a watercourse or within 20 feet of the top of banks of a watercourse. along the side of or within a watercourse or so close to the side as to cause a diversion of the flow, or to cause a probability of such material being carried away by stormwaters passing through such watercourse. All existing structures and impervious surfaces may remain, subject to the provisions of Article 33 (Nonconforming Lots, Uses, Structures and Parking) of the Zoning Ordinance. Structures within the creek setback may be modified only in accordance with Article 33.