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PERMITTEE: Indian River County Solid waste Disposal District Attention: Mr. Ronald R. Brooks SPECIFIC CONDITIONS: I. D. Number: Permit/Certification Number: S031-245825 Date of Issue: Expiration Date: 4/25/99 the base of the most surficial aquifer, and defined in the horizontal plane as extending 100 feet from the waste deposit. Class G -II water quality standards must be met at the boundary of the zone of discharge in accordance with Rule 62-522.410, F.A.C. (formerly 17-522.410, F.A.C.). 12. The Ground Water, Surface Water, and Leachate Monitoring Plan attached as Exhibit I, is made part of this permit. 13. Stormwater that comes into contact with leachate shall be treated as leachate and any leachate emanating from the landfill shall be collected and treated as necessary to meet the requirements of Rules 62-302, 62-4 and 62-25, F.A.C. (formerly 17-3d2, 17-4 and 17-25, F.A.C.). 14. Burning of solid waste is prohibited except in accordance with Rule 62-701.300(3), .F.A.C. (formerly 17-701.300(3), F.A.C.). Any fires at the landfill must be reported to the Department within 5 days by letter explaining the cause, remedial action and measures taken to prevent a recurrence. 15. The household hazardous waste transfer facility shall operate in accordance with the Hazardous Waste Rule, Chapter 62-730, F.A.C. (formerly 17-730, F.A.C.). 16. Asbestos disposal shall meet the requirements of 40 CFR Part 61.154. After placement of the asbestos, landfill personnel shall place a minimum of six (6) inches of cover soil over the asbestos. 17. Any incidental hazardous wastes received in connection with operation of this facility must be disposed of in accordance with Rule 62-730, F.A.C. (formerly 17-730, F.A.C.). 18. solid waste shall be spread in layers of approximately two feet in thickness and compacted to approximately one (1) foot ,in thickness or as thin a layer as practical before the next layer is applied. All compacted solid waste shall be formed into calls, with the working face and the side grades above land surface, at a slope no greater than three foot horizontal to one foot vertical rise. The working face shall be only large enough to efficiently accommodate vehicles discharging waste. Diversion berms to route etormwater away from the working face area shall consistently be used to minimize infiltration. 19. Sufficient cover material shall be stockpiled near the working face to provide an adequate supply for at least one week of operation. DER Form 17-1.201(5) Effective November 30, 1982 Page 5 of 8. „F�