Document: NUREG-0800
Document ID: de4e4c58-fcfd-4b28-8207-5ae6fc761ee2
Document Type: srp
Title: for the LWMS and GWMS, respectively.
Source: NUREG-0800
Source URL: https://www.nrc.gov/docs/ML1502/ML15029A174.pdf
Revision Date: 2023-06
Chapter: 11
Section ID: 11.3
CFR Part: 
CFR Title: 

Content:
l be stabilized or dewatered (subject to the licensed disposal facility’s waste acceptance criteria) in accordance with a PCP, or provisions will be made to verify the absence of free liquid in each container using procedures to reprocess containers in which excess water is detected using the guidance in BTP 11-3. 5. The PCP or ODCM, under Appendix 11.4-A of this SRP section and SRP Section 11.5, will be used to address the implementation of SWMS design objectives, design criteria, treatment methods, expected effluent releases, process and effluent radiation monitoring and control instrumentation, and methods for establishing process and effluent instrumentation control set points, as they relate to the regulatory requirements identified in the PCP or ODCM. 6. Waste containers, shipping casks, and methods of packaging wastes meet all applicable Federal regulations (e.g., 10 CFR Part 71, addressing the packaging and transportation of radioactive materials; 10 CFR 20.2006 and Appendix G to 10 CFR Part 20, addressing the transfer and manifesting of radioactive waste shipments; 49 CFR Parts 171-180, addressing U.S. Department of Transportation (DOT) regulations for the shipment of radioactive materials); and 10 CFR Part 61 or corresponding State regulations addressing applicable waste acceptance criteria of the disposal facility or waste processors. 7. Onsite waste storage facilities are sized to provide sufficient storage capacity and allow sufficient time for the decay of shorter-lived radionuclides before shipping using the guidance in BTP 11-3 and RIS 2004-17, 2008-32, and 2011-09. The safety analysis report should give the bases for determining the duration of the storage. 8. The SWMS components and piping systems, as well as structures housing SWMS components, are designed using the provisions of RG 1.143, as it relates to the seismic design, safety, and quality group classifications of components, and BTP 11-3 for wastes produced during normal operation and