Initial Site-Specific De-Inventory Report for Big Rock Point Report No.: RPT-3014537-002
normally be submitted with the road permit applications, but in this instance, it will be used for planning purposes to ensure a smooth operation for the dray and transload. These diagrams would be shared with the team, including coordination with the crane company and riggers. Load securement information, including weights of the components in transport configuration, plus the weights of the trailers, would be used to determine and verify vehicle axle weights meet all safety requirements for the short haul from the ISFSI to the track. Anything out of the ordinary on the route or in the geographical area should be communicated to the trucking company for consideration in the outbound route. For example, schools along the route may impact hours of operation in that jurisdiction, if known. Otherwise the route survey will identify these factors. The local utilities must be brought into the work plan for overhead and underground clearances, if any are impacted. While there are overhead wires in the vicinity, they do not appear to be over the rail track or within reach of the crane's boom. The location of any obstructions should be identified. The transportation plan must include: State of Michigan DOT inspections, securements, routing issues (obstructions, bridge reinforcement, etc.), document checks, notifications, and briefings. The transporter and project personnel must coordinate with state and local authorities to reach a consensus on the routing. Description of Activities Necessary to Coordinate with Rigging Providers: All diagrams including dimensions, center of gravity, and weights must be collected (preferably in CAD format) to be provided to the crane company for use in planning the proper lift plan. This includes crane selection for the job based on the conditions of the site and rigging arrangements. Any lift and transport diagrams, as well as load securement, should be obtained and provided to the crane company for use in planning the proper lift plan. This includes crane selection for the job based on the conditions of the site and rigging arrangements. Crane company/riggers would physically survey the items to be lifted, ground conditions, and other requirements (e.g., turn radii for crane and ancillary equipment) in addition to any specialized rigging provided by the site specific to the overpacks being lifted. This is a joint effort between the crane company experts/engineers and transload operator/licensee/shipper. Coordination among the parties would ensure all aspects of the lift and securement plan are considered and planned. A timeline would be established for mobilization of all required equipment (e.g. standard rigging tools, forklifts) to make sure all equipment is in place and tested prior to the start of the operation or test lift.
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Initial Site-Specific De-Inventory Report for Big Rock Point May 10, 2017
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