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08-09-2004 Council Packet
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08-09-2004 Council Packet
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Fill; <br />1.Fill, dredge spoil, and all other similar materials, if approved to be deposited or <br />stored, deposited or stored in the flood plain shall be no more than the minimal <br />amount necessary to conduct a conditional use. The fill, dredge spoil, and all other <br />similar materials deposited or stored m the flood plain shall be protected from <br />erosion by vegetative cover, mulching, riprap or other acceptable method. <br />2.Dredge spoil sites and sand and gravel operations shall not be allowed in the <br />floodway unless a long-term site development plan is submitted which includes an <br />erosion/sedimentation prevention element to the plan. <br />3.As an alternative, and consistent with Subsection (d)(2) immediately above, dredge <br />spoil disposal and sand and gravel operations may allow temporary, on-site storage <br />of fill or other materials which would have caused an increase to the stage of the <br />100-year or regional flood but only after the Governing Body has received an <br />appropriate plan which assures the removal of the materials from the floodway <br />based upon the flood warning time available. The conditional use peiinit must be <br />title registered with the pioperty in the Office of the County Recorder. <br />4. All filling and grading activities shall be performed with only clean fill, <br />Accessory Strvictures <br />1 . Accessory structures shall not be designed for human habitation. <br />2. Aceessory structures, if pemiitied, shall be constructed and placed on the building <br />site so as to offer the minimum obstruction to the flow of flood waters: <br />a.Whenever possible, structures shall be constructed with the longitudinal a.\is <br />parallel to the direction of flood flow; and <br />b.So far as practicable, structures shall be placed approximately on the same <br />flood flow lines as those of adjoining structures. <br />3.Accessory structures .■•hall be elevated on fill or structurally dry flood proofed in <br />accordance with the M»-l or l F-2 flood proofing classifications in the State Building <br />Code. As an alternative, an accessory structure may be flood proofed to the I P-3 or <br />FP-4 flood proofing classification in the State Building Code provided the accessory <br />structure constitutes a minimal investment, does not exceed 500 square feet in size at <br />Its largest projection, and for a detached garage, the detached garage must be used <br />solely for pa.'king of vehicles and limited storage. All flood proofed accessory <br />structures must meet the following additional standards; <br />a.The structure must be adequately anchored to prevent flotation, collapse or <br />lateral movement of the structure and shall be designed to equalize <br />hydrostatic flood forces on exterior walls; <br />S Distnchl Map, tn/2004 revision 8- <br />*
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