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Draft Supplemental Environmental Impact Report Page III-37 Forward Inc.Landfill 2018 Expansion Project The bridge would be a concrete slab bridge or similar type construction. The bridge would be approximately 63 feet long by 28 feet wide, and allow for two twelve-foot-wide lanes with a two-foot shoulder. There would be one foot of freeboard between the 100-year water surface and the bridge soffit. A permanent litter fence would be constructed along the landfill side of the relocated creek to reduce the amount of litter that may impact the creek. The litter fence would be approximately 10 feet high, with a high strength, UV-resistant netting and metal pipe used for the supports. Construct Ancillary Facilities rIt is currently anticipated that refuse filling would continue on the northern portion of the site in the valley between the former Austin Road Landfill and the original Forward Landfill. Development of the south infill would occur after realignment of the South Fork.Depending on when the relocation of the South Fork is completed,refuse filling would occur in either in the south infill area or the northeast infill area.The easternmost cell in the north area of the existing permitted landfill would be reserved for operations soil management until the remainder of the landfill is constructed,and would be the last area filled with refuse. The office trailer,as shown on Figure III.0-2,would remain in this location until the easternmost cell that parallels Austin Road is constructed.At that time the office trailer would be relocated just north of WMU A,so that a sedimentation pond can be constructed in its place.The main entrance I would remain in its current location,except for periods of time when refuse filling is occurring in the northeast or south infill.At these times the entrance/exit may be relocated to the north or south landfill entrance/exit. The scales would be relocated depending on the entrance/exit being used and would be sited in a location that allows sufficient space for queuing within the facility boundary. Once the South Fork is relocated,the existing permitted leachate/compost pond,WMU F South, would be relocated adjacent to the existing leachate pond,WMU F-North(see Figure III.0-3).The existing permitted sedimentation basin would be combined with the existing sedimentation basin located directly north of the existing leachate pond,WMU F-North(see Figure III.0-3).Closure and relocation of the leachate and sedimentation basin would be in accordance with applicable regulations and as approved by the regulatory agencies. Continue Current Procedures and Activities Under the 2018 Expansion Project,other current Forward procedures and activities at the existing ' Forward Landfill,would be continued without change. In general,procedures at the existing Forward Landfill that are appropriate to the Class II wastes currently disposed would be expanded to encompass the expanded landfill to allow disposal of Class II wastes in the entire landfill development area.