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1979-26
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1979-26
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and shall certify under seal that <br />site plan and that any variations <br />writing by the Zoning Department. <br />shall make a final inspection and <br />it conforms to the approved <br />have been approved in <br />The Zoning Department <br />certify the project was <br />completed in accordance with the approved site plan and the <br />Final Certification of Approval shall be attached to the <br />site plan and a copy sent to the applicant. <br />4. A fee for said inspection shall be established by Resolution <br />of the Board of County Commissioners. <br />K. STORMWATER RUNOFF CONTROL CRITERIA AND PROCEDURES: <br />The Site Drainage Plan shall include at least the following <br />provisions: <br />1. <br />The project shall include practical means of reducing <br />the amount of pollution generated by the project to a <br />compatible with Florida Water Quality Standards found <br />Chapter 1703, 17-4, and 17-6 dated March, 1979, of the <br />Florida Administrative Code; i.e., Department of Environ- <br />mental Regulation requirements shall be met including <br />the retention and disposal by percolation of at least <br />the first one inch of runoff. Skimming devices may be <br />required where applicable and practical. <br />2. Runoff generated by the project (which may be defined as <br />any new structures, additions to existing structures and/or <br />other site improvements proposed by the applicant) shall <br />be disposed of on the site by percolation unless sufficient <br />capacity is available in the existing drainage facilities <br />(or any practical combination thereof). The maximum <br />quanity of runoff to be disposed of shall be that computed <br />based upon a 25 year frequency storm with the minimum <br />amount being that computed upon a 3 year frequency storm. <br />Rainfall intensity -duration information for calculating <br />runoff shall be based upon the curves prepared by Florida <br />DOT for the Jacksonville Zone 3 area. Site capability <br />for runoff retention shall be determined by current <br />suitable site percolation tests and as further determined <br />by the practicality of the on site storm water facilities. <br />The following percolation test procedure is required to <br />level <br />in <br />-7- <br />
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