Agenda - 02-10-1998 - Attachment 3h

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However, regulations do exist for an intermixed MSW MRF. Those regulations are summarized below to provide an indication of possible requirements in the event that a permit for a "clean" &IRF (as envisioned for this site) was required in the future. The permitting requirements for an intermixed MSW MRF are provided in Solid Waste Management Rule .0300 governing treatment and processing facilities. The permitting requirements are identical to those listed for the transfer facility above. Thus, the current permitting requirements are: Site and Operations Plans, including a discussion of acceptable wastes; fire, vector, and litter control plans; a facility operations plan; and other pertinent information. Zoning. approval. Since the site is located within the extraterritorial jurisdiction of Chapel Hill, zoning approval would be required by the Town of Chapel Hill. Wastewater management. Arrangements for storage and hauling of wastewater generated by washing of the facility must be approved by the receiving treatment works, and the NC Division of Water Quality. On -site sewage disposal for restroom facilities must be approved by the local health department. State Environmental Policy Act. (SEPA) requires that an environmental assessment be performed if the facility is to process more than 350 tons of waste per day. It appears that this proposed facility would handle less than that, so it is not anticipated that a site assessment will be required. Air Quality Pe_ rmittin:. Any air emission control systems designed to reduce airborne particles in the facility would require permitting by the Air Quality Section. 7.3 Access Considerations Two options exist for site access from Eubanks Road. One option is to use the existing entrance for the South Eubanks Road Landfill, and the scales and scale house. The access road would be extended south through the Neville tract to the Greene tract using the current haul road for the ongoing borrow activities. Much of the grading for the road has already been performed for operations of the existing landfill. The second option would be to construct a new road along the eastern property boundary of the South Eubanks Road Landfill. The benefit of a new road location would be to avoid having to wind through the existing landfill property. The existing scales would be relocated as needed. A buffer of 100 feet would be required under the existing development ordinance. However, it is possible that other site buffers could be considered in a modification to the Special Use Permit. Access from routes other than Eubanks Road were not considered due to the high density of residential development in the area. Study of Solid Waste Management Options JOYCE ENGINEERING, INC. for the Greene and Neville Tracts February 4, 1993 Orange County, North Carolina 10 pip, i RIM