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rAPR m61993 <br />P <br />900K S9 <br />cubic yards of solid waste/year (1.25 % 2.37). To calculate the <br />total cubic yards of solid waste for the most intense use allowed <br />on the subject property under the proposed zoning district, staff <br />utilized the following formula: Total number of WGU's R 1.25 B 2.37 <br />(195 8 1.25 R 2.37 a 578 cubic yards/year). <br />A review of the solid waste capacity for the active segment of the <br />county landfill indicates the availability of more than 900,000 <br />cubic yards. The active segment of the landfill has a 3 year <br />capacity, and the landfill has expansion capacity beyond 2010. <br />Based on staff analysis, it was determined that the county landfill <br />can accommodate the additional solid waste. <br />- Drainage <br />All developments are reviewed for compliance with county stormwater <br />regulations which require on-site retention, preservation of <br />floodplain storage and minimum finished floor elevations. In <br />addition, development proposals must meet the discharge <br />requirements of the county Stormwater Management Ordinance. The <br />subject property is located within the M-1 Drainage Basin and the <br />Indian River Farms Water Control District (IRFWCD). Since the site <br />is located within the IRFWCD, development on the property will be <br />prohibited from discharging any runoff in excess of 2 inches in a <br />24 hour period, which is the approved IRFWCD discharge rate. <br />In this case, the minimum floor elevation level of service <br />standards do not apply, since the property does not lie within a <br />floodplain. However, both the on-site retention and discharge <br />standards do apply. With the most intense use of this site under <br />the proposed zoning, the maximum area of impervious surface will be <br />approximately 110,425 square feet, or 2.5 acres. The maximum <br />runoff volume, based on that amount of impervious surface and the <br />25 year/24 hour design storm, and given the IRFWCD 2 inch discharge <br />requirement, will be approximately 127,700 cubic feet. In order to <br />maintain the county's adopted level of service, the applicant will <br />be required to retain approximately 99,400 cubic feet of runoff on- <br />site. With the soils characteristic of the subject property, it is <br />estimated that the pre -development runoff rate is 10.7 cubic feet/ <br />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 2 inches in 24 hours, and <br />requiring retention of 99,400 cubic feet of runoff for the most <br />intense use of the property. <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 upon the analysis conducted, staff has determined that all <br />concurrency -mandated facilities, including drainage, roads, solid <br />waste, water, and wastewater, have adequate capacity to accommodate <br />the most intense use of the subject property under the proposed <br />zoning. Therefore, the concurrency test has been satisfied for the <br />subject request. <br />28 <br />