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Manual and are based on a pavement life of 20 years. Pavement sections have been designed <br /> 16 as follows: <br /> Heavy Truck Lanes 3.5 inches asphalt concrete over 16 inches Class 2 <br /> aggregate base <br /> Parking Lots/Driveways 2.5 inches asphalt concrete over 9 inches Class 2 aggregate <br /> base <br /> 11. DEVELOPMENT STAGES <br /> The Composting Facility will be developed in phases as directed by material volume <br /> requirements. The total area available at the Composting Facility for the compost pad that <br /> includes unloading areas, processing, windrows, storage and final curing is approximately 5.0 <br /> acres. Initial pad construction will be 60,000 square feet (1.4 acres). It is anticipated that the <br /> pad will be extended in approximately 15,000 square foot increments. <br /> 12. ENGENEERING REPORT <br /> • The information contained in this Report of Composting Site Information is considered an <br /> Engineering Report and has been prepared under the direction of and certified by a Registered <br /> Civil Engineer. - r4v w L o,� AT�YO'�-V— <br /> 13. AMENDMENTS AND ADDITIVES <br /> Amendments and additives may be added to the feedstock during processing and composting <br /> operations. Additives, such as pumice, may be used when available to assist in the aerobic <br /> decomposition and to improve the quality of the finished product. Amendments may be used <br /> to provide attributes required by customers. Additives and amendments will not include septage, <br /> sewage sludge or mixed municipal solid waste. The total amount of amendments and additives <br /> will be no more than 20 percent of the composting mixture by volume. If manure is used in <br /> combination with the amendments and additives, the total amount will not exceed 50 percent of <br /> thecomposting mixture by volume.. <br /> L:/PR0JEC7/397/MRF/RC1-4.TCY December 15, 1993 <br /> 14 <br />