Agda Pkt 2024.11.25. Joint SA PFA

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11/15/24 (P:\M-S\RWC2101.04 Docktown CE\PRODUCTS\Docktown_CEMemo_20241115.docx) 4 associated with the dock) would remain, as the outcome of the visioning process is currently unknown. It is possible, but not a reasonably foreseeable consequence of this project, that after the visioning process, the City may decide to reuse these retained facilities to restore/rebuild a new marina. Deconstruction Activities As described above, the existing facilities to be removed include approximately 2,000 linear square feet of the existing floating dock area, including ramps with 95 berths and associated utilities located on the dock. The dock area would be cut up/taken apart and removed using portable hand tools to minimize noise associated with de-construction activities. During high tide, the City would utilize one utility boat to access the project area and remove the dock facilities and associated utilities. Materials would be removed manually from their current locations, loaded onto the boat and then brought to shore at the location of the existing small watercraft launch near the staging area. Materials would then be loaded directly into a dump truck for transport to the City’s Corporation Yard at 1400 Broadway Street for sorting and then to Ox Mountain landfill for disposal. A small, landside crane would be used to transfer demolition material from the boat to the dump truck. Approximately 300 cubic yards of debris would be generated by the proposed project, consisting of lumber, Styrofoam blocks, and some pressure treated wood. It is estimated that approximately 40 truck trips would be required to transport the material from the project site to the City’s Corporation Yard, approximately 1.1 mile from the project site. Approximately 3- to 4 semi-trailer truck trips would be required to transport the material from the City’s Corporation Yard to the Ox Mountain Landfill, approximately 20.6 miles away. Deconstruction activities would be anticipated to occur over an approximately 6-week period, starting in December 2024. Deconstruction activities would occur during high tides and daytime hours only, Monday through Friday, as well as some Saturdays and Sundays.. No artificial illumination would be used. Deconstruction activities would occur along the shoreline. A staging area on land would be used for construction worker parking and staging of equipment and debris containers. As described above, the project site is located adjacent to and north of the private development project to be constructed at 1548 Maple Street and the creek-side area would be improved as part of that private development project. Improvements to be created by that 1548 Maple Street project would include a terraced retaining wall along the creek, with a 20-foot-wide asphalt concrete trail at the top of the wall. This public access trail would run along the entire creek side of the proposed development site, with an overlook approximately halfway along the property. The private development project would also include improvements to the northern area near the existing small watercraft launch, which is proposed to become a waterfront park. The boat ramp would remain for hand-launching only and would no longer be accessible by vehicles. Proposed improvements associated with the private development project were evaluated as part of the 1548 Maple Street Project (2018 project) Final Environmental Impact Report (2018 EIR), comprised of the Draft EIR and 6.G. - Page 8 of 45 186