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10/25/1994
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10/25/1994
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Meetings
Meeting Type
Regular Meeting
Document Type
Minutes
Meeting Date
10/25/1994
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A review of the solid waste capacity for the active.segtRent of the <br />county landfill indicates the availability of more than 900,000 <br />cubic yards. The active segment -.of the landfill has a.2 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 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 <br />standards do not apply, since the subject property does not lie <br />within a floodplain. However, both the on-site retention and <br />discharge standards do apply to this request. Under the proposed <br />remedial amendments, the maximum area of impervious surface will be <br />approximately 4,824,500 square* feet, or 111 acres. The maximum <br />runoff volume, based on that amount of impervious surface and the <br />25 year/24 hour -design storm, will be approximately 4.4 million <br />cubic feet. In order to maintain the county's adopted level of <br />service, the applicant will be required to retain approximately 3.4 <br />million cubic feet of runoff on-site. With the soil <br />characteristics of the subject property, the pre -development runoff <br />rate is estimated to be 88.7 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 24 hours, and <br />requiring retention of 3.4 million cubic feet of runoff for the <br />most 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 remedial comprehensive plan amendment <br />request is not required to satisfy recreation concurrency <br />requirements. <br />The concurrency requirements for drainage, solid waste, water, <br />wastewater, and parks have been met for the proposed remedial <br />amendments. Incorporating the referenced road improvements into <br />the associated DRI Development Order will -satisfy the concurrency <br />test for the subject request. <br />Compatibility with the Surrounding Area <br />The compatibility of the proposed remedial amendments with <br />surrounding residential areas is an important issue. Since there <br />are residences in proximity to the subject property, potential <br />impacts -associated with the proposed development must be <br />considered. These impacts may include increased traffic, noise, <br />lights, and fumes. <br />49 BOOK � PAGE <br />October 25, 1994 <br />
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