This new above ground, double contained pipeline is provided to permit discharge of treated process waste fluid to an outside truck loading station. The modifications include the provision of a new double contained LLW line replacing an existing buried line that does not provide double containment. The modifications are made in response to the requirements of the Federal Facility Agreement (FFA) relating to environmental protection requirements for tank systems. This document describes and assesses planned modifications to be made to the Building 3544 Process Waste Treatment Plant of the Oak Ridge National Laboratory, Oak Ridge, Tennessee. The format utilized on preparation of the document follows the format presented in Appendix F, Low Level Radioactive Waste Tank Systems, appended to the Agreement. The assessment presented in this document is responsive to the Environmental Restoration Agreement for the Oak Ridge Reservation. 89-04-FF, covering the Oak Ridge Reservation. These requirements are based on meeting the intent of 40 CFR264 Subpart J - Tank Systems, as set forth in Appendix F to the Federal Facility Agreement, Docket No. The present issue identifies specific activities that more » must be completed during the fabrication, installation, and testing of the new tank system in order to provide assurance that the final installation complies with governing requirements. This document will be reissued at a future data and will then include the assessment of the installation of the new tank system. This issue of the assessment covers the design aspects of the new tank system, and certifies that the design has sufficient structural integrity and is acceptable for the storing or treating of hazardous and/or radioactive substances. This document presents a Design/Installation and Structural Integrity Assessment for a new tank system for portions of the Bethel Valley Low Level Waste (LLW) System, located at the Oak Ridge Reservation, Oak Ridge, Tennessee. This assessment focuses on the scope of work for the Building 2026 replacement LLW Collection and Transfer System, including the provision of a new Monitoring and Control Station (Building 2099) to receive, store, and treat (adjust pH) low level radioactive = , One such subsystem serves Building 2026, the High Radiation Level Analytical Laboratory. Several subsystems of the LLW system have been designated to receive a state-of-the-art replacement and refurbishment. Portions of the LLW system are several decades old, or older, and do not comply with current environmental protection regulations. The present issue identifies specific activities that must be completed during the fabrication, installation, and testing of the replacement tank system in order to provide assurance that the final installation complies with governing requirements. This issue of the assessment covers the design aspects of the replacement tank system, and certifies that the design has sufficient structural integrity and is acceptable for the storing or treating of hazardous and/or radioactive substances. Hoisting: The objective of this test is to determine possible damage or deformation caused by the jack stands on the jacking pads ( read full test procedure).ĭurability: The objective of this test is to perform an accelerated durability test that approximates up to 25 percent of the service life of the vehicle ( read full test procedure).This document presents a Design/Installation and Structural Integrity Assessment for a replacement tank system for portions of the Bethel Valley Low Level Waste (LLW) System, located at the Oak Ridge Reservation, Oak Ridge, Tennessee. Jacking: The objective of this test is to determine the damage caused by a deflated tire and to determine the feasibility of jacking the bus with a portable hydraulic jack to a height sufficient to replace a deflated tire ( read full test procedure). Static Tow: The objective of this test is to determine the strength characteristics of the bus towing fixtures during static loading conditions ( read full test procedure).ĭynamic Tow: The objective of this test is to verify the integrity of the towing fixtures and determine the feasibility of towing the bus using a heavy-duty wrecker and specified procedures ( read full test procedure). There are six procedures that comprise this testing sequence.ĭistortion: The objective of this test is to observe the operation of various subsystems when the bus is placed in a longitudinal twist (simulating operation over a 6-inch curb or through a 6-in pothole) and subjected to a water spray mechanism simulating rain and traffic spray ( read full test procedure ).
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