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these conditions, the utility concurrency test has been met for the <br />subject request. <br />-Solid Waste <br />Solid waste service includes pickup by private operators and <br />disposal at the county landfill. Solid waste generation by a <br />45,800 square foot commercial development on the subject site will <br />be approximately 1,763.87 cubic yards of solid waste per year. <br />This -is based. upon the level of service standard of 2.37 cubic <br />yards per capita per year. A review of the solid waste capacity <br />for the active segment for the county landfill indicates the <br />availability of more than 900,000 cubic yards. The active segment <br />of the landfill has a 4 year capacity, and the landfill has <br />expansion capacity beyond 2010. Based upon staff analysis, it was <br />determined that.the.county landfill can accommodate the additional <br />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 will have to meet the discharge <br />requirements of the county Stormwater Management Ordinance. Since <br />the subject property is located within the M-1 Drainage Basin and <br />no discharge rate has,.been set for this basin, any development on <br />the property will be prohibited from discharging any run-off in <br />excess of the pre -development rate. <br />In this case, the floodplain storage and minimum floor elevation <br />level of service standards do not apply, since the property is not <br />within a floodplain. Both the on-site retention and discharge <br />standards do apply. With the most intense use of this site, the <br />maximum area of impervious surface for the proposed request will be <br />approximately 149,628 square feet. The maximum run-off volume, <br />based upon the amount of impervious surface, will be 117,707 cubic <br />feet. In order to maintain the county's adopted level of service, <br />the applicant will be required to retain 94,165 cubic feet of run- <br />off on-site. It is estimated that the pre -development run-off rate <br />is 23,542 cubic feet per second. <br />Based upon .staff's analysis, the drainage level of service <br />standards will be met by limiting off-site discharge to its i pre - <br />development rate of 23,542 cubic feet per second and requiring <br />retention of the 94,165 cubic feet of run-off for the most <br />intensive use of the property. <br />-Recreation <br />Concurrency for recreation is not applicable to this request, as <br />the request is for commercial development; and recreation levels of <br />service apply only to residential development. <br />With the execution of the developer's agreements as referenced <br />above in the water and wastewater sections, the concurrency test <br />has been satisfied for the subject request. <br />Consistency with the Comprehensive Plan <br />Rezoning requests are reviewed for consistency with all policies of <br />the comprehensive plan. Rezoning requests must also be consistent <br />with the overall designation of land uses as depicted on the Future <br />Land Use Map; these uses include agricultural, residential, <br />recreation, conservation, and comthercial and industrial land uses <br />and their densities. Commercial and industrial land uses are <br />located in nodes throughout the unincorporated areas of Indian <br />River County. <br />37 <br />NOV 19 1991 <br />LOOK � <br />, 857 <br />