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Additionally pertinent data as to dates, feedstocks, additives, moisture content, turning frequency <br /> will be recorded for each windrow. <br /> C. COMPOSTING SITE BRROVEhMM <br /> 1. IDENTIFICATION SIGNS <br /> Signs identifying the MRF/Transfer Station and Composting Facility will be placed at the main <br /> entrance to the facility. The signs will identify the site operator and conform with the local <br /> zoning requirements. <br /> 2. ENTRY SIGNS <br /> Both the MRF/Transfer Facility and the Composting Facility will be open to the public. Entry <br /> signs depicting the schedule of charges, hours of operation, and listing of materials accepted and <br /> not accepted will be placed at all site entrances. <br /> 3. FACILITY SECURITY <br /> Facility security will be maintained by a 6 foot chain linked fence placed along the perimeter <br /> of the site and gates at the road entrances. Gates will be locked during non operating hours. <br /> 4. ROADS <br /> All on-site roads and vehicle routes will be paved with either asphalt concrete or portland cement <br /> concrete and will provide all-weather access. A Geotechnical Investigation for the facility has <br /> been done by RGH Geotechnical and Environmental Consultants. Based on near-surface soil <br /> samples and R-value testing, pavement sections have been designed both heavy truck traffic and <br /> lighter vehicle traffic. The assumed Traffic Indices (TI) of 7.0 for heavy truck traffic and 4.5 <br /> for parking lot lanes and driveways, are assumed to be representative of the anticipated traffic. <br /> Pavement thicknesses were computed using Method 301 F of the CalTrans Highway Design <br /> Manual and are based on a pavement life of 20 years. Pavement sections have been designed <br /> as follows: <br /> Heavy Truck Lanes 3.5 inches asphalt concrete over 16 inches Class 2 <br /> aggregate base <br /> L:/PR0JECr/397/AW/RC14.TCY December 15, 1993 <br /> 17 <br />