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BOOK 93 FAGE 20 l <br />prohibited from discharging any runoff in excess of two inches in <br />a 24 hour period, which is the approved IRFWCD discharge rate. <br />In this case, the minimum floor elevation level of service standard <br />applies, since portions of the property lie within a floodplain. <br />Consistent with Drainage Policy 1.2, "all new buildings shall have <br />the lowest habitable floor elevation no lower than the elevation of <br />the 100 -year flood elevation as shown on the Federal Emergency <br />Management Agency's Flood Insurance Rate Map, or as defined in a <br />more detailed study report." Portions of the subject property lie <br />within Flood Zone "A", which is a special flood hazard area located <br />within the -100 -year floodplain. Since no base flood elevations <br />have been determined for Flood Zone A, any development on this <br />property must meet the requirements of LDR chapter 930, which <br />relates the minimum finished floor elevation to the surrounding <br />grade. <br />Besides the minimum elevation requirement, on-site retention and <br />discharge standards also apply to this request. With the most <br />intense use of this site, the maximum area of impervious surface <br />under the proposed zoning classification will be approximately <br />11110,780 square feet, or 25.5 acres. The maximum runoff volume, <br />based on that amount of impervious -surface and the 25 year/24 hour <br />design storm, and given the. IRFWCD two inch discharge requirement, <br />will be approximately 961,600 cubic feet. In order to maintain the <br />county's adopted level of service, the applicant will be required <br />to retain approximately 526,000 cubic feet of runoff on-site. With <br />the soil characteristics of the subject property, it is estimated <br />that the pre -development runoff rate is 33 cubic feet/second. <br />Based upon staff's analysis, the drainage level of service <br />standards will be met by limiting off-site discharge to the <br />IRFWCD's maximum discharge rate of two inches in twenty-four hours, <br />requiring retention of.the 526,000 cubic feet of runoff for the <br />most intense use of the property, and requiring that all finished <br />floor elevations be consistent with the requirements of chapter <br />930. <br />As with all development, a more detailed review will be conducted <br />during the development approval process. <br />- Recreation <br />Recreation concurrency requirements apply only to residential <br />development. Therefore, this rezoning request .would not be <br />required to satisfy recreation concurrency requirements. <br />Based on the analysis conducted, staff has. determined that <br />facilities for drainage, solid waste, water,:. wastewater, and <br />recreation have adequate capacity to accommodate the most intense <br />use of the subject property under the proposed -.zoning district. <br />The execution of a.developer's agreement has ensured that adequate <br />road capacity will also be available at the time of development. <br />For these reasons, the concurrency test has been satisfied for the <br />subject request. <br />Potential Impacts on Environmental Qualitv <br />Being a citrus grove, the subject property is a disturbed site. <br />Therefore, no significant.adverse environmental impacts associated <br />with the proposed rezoning are -anticipated. . <br />44 <br />September 6, 1994 <br />O � � <br />