Text

Application to Adopt 10 CFR 50.69, Risk-Informed Categorization and Treatment of Structures, Systems, and Components for Nuclear Power Reactors
	ML23159A253
Person / Time
Site:	Quad Cities
Issue date:	06/08/2023
From:	Simpson P; Constellation Energy Generation
To:	; Office of Nuclear Reactor Regulation, Document Control Desk
References
	RS-23-060
	Download: ML23159A253 (1)
	v • d • e

4300 Winfield Road Warrenville, IL 60555 630 657 2000 Office 10 CFR 50.69 10 CFR 50.90 RS-23-060 June 8, 2023 U.S. Nuclear Regulatory Commission ATTN: Document Control Desk Washington, DC 20555-0001 Quad Cities Nuclear Power Station, Units 1 and 2 Renewed Facility Operating License Nos. DPR-29 and DPR-30 NRC Docket Nos. 50-254 and 50-265

Subject:

Application to Adopt 10 CFR 50.69, "Risk-Informed Categorization and Treatment of Structures, Systems, and Components for Nuclear Power Reactors" In accordance with 10 CFR 50.90, "Application for amendment of license, construction permit, or early site permit," Constellation Energy Generation, LLC (CEG) requests an amendment to Renewed Facility Operating License Nos. DPR-29 and DPR-30 for Quad Cities Nuclear Power Station (QCNPS) Units 1 and 2.

The proposed amendment modifies the QCNPS licensing basis, by the addition of a License Condition, to implement the provisions of Title 10 of the Code of Federal Regulations (10 CFR),

Part 50.69, "Risk Informed Categorization and Treatment of Structures, Systems and Components for Nuclear Power Reactors." The provisions of 10 CFR 50.69 allow adjustment of the scope of equipment subject to special treatment controls (e.g., quality assurance, testing, inspection, condition monitoring, assessment, and evaluation). For equipment determined to be of low safety significance, alternative treatment requirements can be implemented in accordance with this regulation. For equipment determined to be of high safety significance, requirements will either not be changed or will be enhanced. This allows improved focus on equipment that has high safety significance resulting in improved plant safety.

The enclosure to this letter provides the basis for the proposed change to the QCNPS Facility Operating License. The categorization process being implemented through this change is consistent with NEI 00-04, "10 CFR 50.69 SSC Categorization Guideline," Revision 0, dated July 2005, which was endorsed by the NRC in Regulatory Guide 1.201, "Guidelines for Categorizing Structures, Systems, and Components in Nuclear Power Plants According to their Safety Significance," Revision 1, dated May 2006. Attachment 1 of the enclosure provides a list of categorization prerequisites. Use of the categorization process on a plant system will only occur after these prerequisites are met.

June 8, 2023 U.S. Nuclear Regulatory Commission Page 2 The PRA models described within this license amendment request (LAR) are the same as those described within the QCNPS submittal RS-23-059 dated June 8, 2023, "Application to Revise Technical Specifications to Adopt Risk Informed Completion Times TSTF-505, Revision 2,

'Provide Risk-Informed Extended Completion Times - RITSTF Initiative 4b'." CEG requests that the NRC conduct their review of the PRA technical adequacy details for this application in coordination with the review of the application currently in-process. This would enhance the efficiency of CEG and NRC resources used for the review of the applications. These requests should not be considered linked licensing actions, as the details of the PRA models in each LAR are complete which will allow the NRC to independently review and approve each LAR on its own merits without regard to the results from the review of the other.

CEG requests approval of the proposed change by June 7, 2024. The amendment shall be implemented within 60 days of approval.

In accordance with 10 CFR 50.91, "Notice for public comment; State consultation," paragraph (a)(1), the analysis about the issue of no significant hazards consideration using the standards in 10 CFR 50.92 is being provided to the Commission.

In accordance with 10 CFR 50.91, "Notice for public comment; State consultation,"

paragraph (b), CEG is notifying the State of Illinois of this application for license amendment by transmitting a copy of this letter and its attachments to the designated State Official.

There are no regulatory commitments contained in this letter. Should you have any questions concerning this letter, please contact Ms. Rebecca L. Steinman at (630) 657-2831.

I declare under penalty of perjury that the foregoing is true and correct. Executed on the 8th day of June 2023.

Respectfully, Patrick R. Simpson Sr. Manager Licensing Constellation Energy Generation, LLC

Enclosure:

Application to Adopt 10 CFR 50.69 Attachments to the

Enclosure:

1. List of Categorization Prerequisites

2. Description of PRA Models Used in Categorization

3. Disposition and Resolution of Open Peer Review Findings and Self-Assessment Open Items

4. External Hazards Screening

5. Progressive Screening Approach for Addressing External Hazards

6. Disposition of Key Assumptions/Sources of Uncertainty

June 8, 2023 U.S. Nuclear Regulatory Commission Page 3 cc: Regional Administrator - NRC Region III NRC Senior Resident Inspector - QCNPS NRC Project Manager, NRR - QCNPS Illinois Emergency Management Agency - Division of Nuclear Safety

QCNPS Application to Adopt 10 CFR 50.69 Enclosure Page 1 of 65 TABLE OF CONTENTS 1

SUMMARY

DESCRIPTION .................................................................................................... 3 2 DETAILED DESCRIPTION ..................................................................................................... 3 2.1 Current Regulatory Requirements ................................................................................ 3 2.2 Reason For Proposed Change ..................................................................................... 3 2.3 Description of the Proposed Change ............................................................................ 4 3 TECHNICAL EVALUATION .................................................................................................... 5 3.1 Categorization Process Description (10 CFR 50.69(b)(2)(i)) ........................................ 6 3.1.1 Overall Categorization Process ............................................................................ 6 3.1.2 Passive Categorization Process ........................................................................ 11 3.2 Technical Adequacy Evaluation (10 CFR 50.69(b)(2)(ii)) ........................................... 12 3.2.1 Internal Events and Internal Flooding ................................................................ 12 3.2.2 Fire Hazards ....................................................................................................... 12 3.2.3 Seismic Hazards ................................................................................................ 13 3.2.4 Other External Hazards ...................................................................................... 17 3.2.5 Low Power and Shutdown ................................................................................. 18 3.2.6 PRA Maintenance and Updates ......................................................................... 18 3.2.7 PRA Uncertainty Evaluations ............................................................................. 18 3.3 PRA Review Process Results (10 CFR 50.69(b)(2)(iii)) ............................................. 19 3.4 Risk Evaluations (10 CFR 50.69(b)(2)(iv)).................................................................. 21 3.5 Feedback and Adjustment Process ............................................................................ 21 4 REGULATORY EVALUATION.............................................................................................. 23 4.1 Applicable Regulatory Requirements/Criteria ............................................................. 23 4.2 No Significant Hazards Consideration Analysis.......................................................... 23 4.3 Conclusions ................................................................................................................ 25 5 ENVIRONMENTAL CONSIDERATION ................................................................................ 25 6 REFERENCES...................................................................................................................... 25

QCNPS Application to Adopt 10 CFR 50.69 Enclosure Page 2 of 65 LIST OF ATTACHMENTS : List of Categorization Prerequisites ...................................................... 34 : Description of PRA Models Used in Categorization .............................. 35 : Disposition and Resolution of Open Peer Review Findings and Self-Assessment Open Items ............................................................. 36 : External Hazards Screening.................................................................. 37 : Progressive Screening Approach for Addressing External Hazards ................................................................................. 58 : Disposition of Key Assumptions/Sources of Uncertainty ...................... 59

QCNPS Application to Adopt 10 CFR 50.69 Enclosure Page 3 of 65 1

SUMMARY

DESCRIPTION The proposed amendment modifies the Quad Cities Nuclear Power Station (QCNPS) licensing basis, by the addition of a License Condition, for the implementation of the provisions of Title 10 of the Code of Federal Regulations (10 CFR), Part 50.69, "Risk-Informed Categorization and Treatment of Structures, Systems and Components for Nuclear Power Reactors." The provisions of 10 CFR 50.69 allow adjustment of the scope of equipment subject to special treatment controls (e.g., quality assurance, testing, inspection, condition monitoring, assessment, and evaluation). For equipment determined to be of low safety significance (LSS), alternative treatment requirements can be implemented in accordance with this regulation. For equipment determined to be of high safety significance (HSS), requirements will either not be changed or will be enhanced. This allows improved focus on equipment that has high safety significance resulting in improved plant safety.

2 DETAILED DESCRIPTION 2.1 Current Regulatory Requirements The U.S. Nuclear Regulatory Commission (NRC) has established a set of regulatory requirements for commercial nuclear reactors to ensure that a reactor facility does not impose an undue risk to the health and safety of the public; thereby, providing reasonable assurance of adequate protection to public health and safety. The current body of NRC regulations and their implementation are largely based on a "deterministic" approach.

This deterministic approach establishes requirements for engineering margin and quality assurance in design, manufacture, and construction. In addition, it assumes that adverse conditions can exist (e.g., equipment failures and human errors) and establishes a specific set of design basis events (DBEs). The deterministic approach then requires that the facility include safety systems capable of preventing or mitigating the consequences of those DBEs to protect public health and safety. The structures, systems and components (SSCs) necessary to defend against the DBEs are defined as "safety-related," and these SSCs are the subject of many regulatory requirements, referred to as "special treatments," designed to ensure that they are of high quality and high reliability and have the capability to perform during postulated design basis conditions. Treatment includes, but is not limited to, quality assurance, testing, inspection, condition monitoring, assessment, evaluation, and resolution of deviations. The distinction between "treatment" and "special treatment" is the degree of NRC specification as to what must be implemented for particular SSCs or conditions. Typically, the regulations establish the scope of SSCs that receive special treatment using one of three different terms:

"safety-related," "important to safety," or "basic component." The terms "safety-related" and "basic component" are defined in the regulations, while "important to safety," used principally in the general design criteria (GDC) of Appendix A to 10 CFR Part 50, is not explicitly defined.

2.2 Reason For Proposed Change A probabilistic approach to regulation enhances and extends the traditional deterministic approach by allowing consideration of a broader set of potential challenges to safety, providing a logical means for prioritizing these challenges based on safety significance, and allowing consideration of a broader set of resources to defend against these challenges. In contrast to the deterministic approach, Probabilistic Risk Assessments (PRAs) address credible initiating events by assessing the event frequency. Mitigating system reliability is then assessed, including the potential for common cause failures. The probabilistic approach to regulation is

QCNPS Application to Adopt 10 CFR 50.69 Enclosure Page 4 of 65 an extension and enhancement of traditional regulation by considering risk in a comprehensive manner.

To take advantage of the safety enhancements available using PRA, in 2004 the NRC published a new regulation, 10 CFR 50.69. The provisions of 10 CFR 50.69 allow adjustment of the scope of equipment subject to special treatment (e.g., quality assurance, testing, inspection, condition monitoring, assessment, and evaluation). For equipment determined to be of low safety significance, alternative treatment requirements can be implemented in accordance with the regulation. For equipment determined to be of high safety significance, requirements will either not be changed or will be enhanced. This allows improved focus on equipment that has high safety significance resulting in improved plant safety.

The rule contains requirements on how a licensee categorizes SSCs using a risk-informed process, adjusts treatment requirements consistent with the relative significance of the SSC, and manages the process over the lifetime of the plant. A risk-informed categorization process is employed to determine the safety significance of SSCs and place the SSCs into one of four risk-informed safety class (RISC) categories. The determination of safety significance is performed by an integrated decision-making process, as described by NEI 00-04, "10 CFR 50.69 SSC Categorization Guideline" (Reference [1]), which uses both risk insights and traditional engineering insights. The safety functions include the design basis functions, as well as functions credited for severe accidents (including external events). Special or alternative treatment for the SSCs is applied as necessary to assure functionality and reliability are maintained and is a function of the SSC categorization results and associated bases.

Finally, periodic assessment activities are conducted to adjust the categorization and/or treatment processes as needed so that SSCs continue to meet all applicable requirements.

The rule does not allow for the elimination of SSC functional requirements or allow equipment that is required by the deterministic design basis to be removed from the facility. Instead, the rule enables licensees to focus their resources on SSCs that make a significant contribution to plant safety. For SSCs that are categorized as HSS, existing treatment requirements are maintained or enhanced. Conversely, for SSCs that do not significantly contribute to plant safety on an individual basis, the rule allows an alternative risk-informed approach to treatment that provides reasonable confidence (which is a reduced level compared to the reasonable assurance criteria used for many special treatments) that these SSCs will satisfy functional requirements.

Implementation of 10 CFR 50.69 will allow CEG to improve focus on QCNPS equipment that has high safety significance resulting in improved plant safety.

2.3 Description of the Proposed Change CEG proposes the addition of the following condition to the renewed operating license of QCNPS to document the NRC's approval of the use 10 CFR 50.69.

Constellation Energy Generation, LLC is approved to implement 10 CFR 50.69 using the processes for categorization of Risk-Informed Safety Class (RISC)-1, RISC-2, RISC-3, and RISC-4 structures, systems, and components (SSCs) using: Probabilistic Risk Assessment (PRA) models to evaluate risk associated with internal events, including internal flooding, and internal fire; the shutdown safety assessment process to assess shutdown risk; the Arkansas Nuclear One, Unit 2 (ANO-2) passive categorization method to assess passive component risk for Class 2 and Class 3 and non-Class SSCs and their

QCNPS Application to Adopt 10 CFR 50.69 Enclosure Page 5 of 65 associated supports; the results of the non-PRA evaluations that are based on the IPEEE Screening Assessment for External Hazards updated using the external hazard screening significance process identified in ASME/ANS PRA Standard RA-Sa-2009 for other external hazards except seismic; and the alternative seismic approach as described in Constellation's submittal letter dated June 8, 2023, and all its subsequent associated supplements as specified in License Amendment No. [-XXX-] dated [-DATE-].

Prior NRC approval, under 10 CFR 50.90, is required for a change to the categorization process specified above (e.g., change from a seismic margins approach to a seismic probabilistic risk assessment approach).

3 TECHNICAL EVALUATION 10 CFR 50.69 specifies the information to be provided by a licensee requesting adoption of the regulation. This request conforms to the requirements of 10 CFR 50.69(b)(2), which states:

A licensee voluntarily choosing to implement this section shall submit an application for license amendment under § 50.90 that contains the following information:

(i) A description of the process for categorization of RISC-1, RISC-2, RISC-3 and RISC-4 SSCs.

(ii) A description of the measures taken to assure that the quality and level of detail of the systematic processes that evaluate the plant for internal and external events during normal operation, low power, and shutdown (including the plant-specific probabilistic risk assessment (PRA), margins-type approaches, or other systematic evaluation techniques used to evaluate severe accident vulnerabilities) are adequate for the categorization of SSCs.

(iii) Results of the PRA review process conducted to meet § 50.69(c)(1)(i).

(iv) A description of, and basis for acceptability of, the evaluations to be conducted to satisfy § 50.69(c)(1)(iv). The evaluations must include the effects of common cause interaction susceptibility, and the potential impacts from known degradation mechanisms for both active and passive functions, and address internally and externally initiated events and plant operating modes (e.g., full power and shutdown conditions).

Each of these submittal requirements are individually addressed in Sections 3.1 through 3.4 below.

The PRA models described within this license amendment request (LAR) are the same as those described within the CEG submittal RS-23-059, "License Amendment Request to Revise Technical Specifications to Adopt Risk Informed Completion Times TSTF-505, Revision 2,

'Provide Risk-Informed Extended Completion Times - RITSTF Initiative 4b,'" dated June 8, 2023 (Reference [2]).

CEG requests that the NRC conduct their review of the PRA technical adequacy details for this application in coordination with the review of the TSTF-505 (RICT Program) application currently in-process. Concurrent review will enhance efficiencies for the use of CEG and NRC resources necessary to complete the review of the separate applications. These requests

QCNPS Application to Adopt 10 CFR 50.69 Enclosure Page 6 of 65 should not be considered linked requested licensing actions (RLAs), since each LAR independently captures the complete details of the PRA models which would allow the NRC to independently review and approve each LAR on its own merits without regard to the results from the review of the other.

3.1 Categorization Process Description (10 CFR 50.69(b)(2)(i))

3.1.1 Overall Categorization Process CEG intends to implement a risk categorization process at QCNPS in accordance with NEI 00-04, Revision 0, "10 CFR 50.69 SSC Categorization Guideline," as endorsed by Regulatory Guide (RG) 1.201, "Guidelines for Categorizing Structures, Systems, and Components in Nuclear Power Plants According to their Safety Significance" (Reference [3]).

NEI 00-04 Section 1.5 states "Due to the varying levels of uncertainty and degrees of conservatism in the spectrum of risk contributors, the risk significance of SSCs is assessed separately from each of five risk perspectives and used to identify SSCs that are potentially safety- significant." A separate evaluation is appropriate to avoid reliance on a combined result that may mask the results of individual risk contributors.

The process to categorize each system will be consistent with the guidance in NEI 00-04, as endorsed by RG 1.201, with the exception of the seismic hazard impact evaluation, which will use the Electric Power Research Institute (EPRI) 3002017583 (Reference [4]) approach for seismic Tier 1 sites, which includes QCNPS, to assess seismic hazard risk for 50.69. Inclusion of additional process steps discussed below to address seismic considerations will ensure that the reasonable confidence required by 10 CFR 50.69(c)(1)(iv) is achieved. RG 1.201 states that "the implementation of all processes described in NEI 00-04 (i.e., Sections 2 through 12) is integral to providing reasonable confidence" and that "all aspects of NEI 00-04 must be followed to achieve reasonable confidence in the evaluations required by §50.69(c)(1)(iv)."

However, neither RG 1.201 nor NEI 00-04 prescribe a particular sequence or order for each of the elements to be completed. Therefore, the order in which each of the elements of the categorization process (listed below) are completed is flexible as long as they are all complete; they may even be performed in parallel. Note that NEI 00-04 only requires Item 3 to be completed for components/functions categorized as LSS by all other elements. Similarly, NEI 00-04 only requires Item 4 to be completed for safety-related active components/functions categorized as LSS by all other elements.

1. PRA-based evaluations (e.g., the internal events, internal flooding, and fire PRAs)

2. Non-PRA approaches (e.g., Fire Safe Shutdown Equipment List, Seismic Safe Shutdown Equipment List, other external events screening, and shutdown assessment)

3. Seven qualitative criteria in Section 9.2 of NEI 00-04

4. Defense-in-depth assessment

5. Passive categorization methodology Figure 3-1 illustrates the major steps of the categorization process described in NEI 00-04. As explained further in Section 3.2.3, two categorization steps (represented by four blocks on the figure) have been included to highlight review of seismic insights as they pertain to this application.

QCNPS Application to Adopt 10 CFR 50.69 Enclosure Page 7 of 65 Figure 3-1: Categorization Process Overview Define System Boundaries Define System Functions and Assign Components to Functions Identify Seismic Insights Risk Characterization Defense in Depth Characterization Passive Characterization Qualitative Characterization NonPRA Modeled PRA Modeled Core Damage Containment Evaluation Evaluation Evaluation Evaluation Cumulative Risk Sensitivity Study Preliminary Component Categorization LSS or Can be HSS and can Overturned not be Overturned Review Seismic Insights IDP Review Component Categorization Categorization of SSCs at QCNPS will be completed per the NEI 00-04 process, as endorsed by RG 1.201, which includes the determination of safety significance through the various elements identified above. The results of these elements are used as inputs to arrive at a preliminary component categorization (i.e., HSS or LSS that is presented to the Integrated Decision-Making Panel (IDP). Note that the term "preliminary HSS or LSS" used in this application is synonymous with the NEI 00-04 term "candidate HSS or LSS." A component or function is preliminarily categorized as HSS if any element of the process results in a preliminary HSS determination in accordance with Table 3-1 below. The safety significance determination of each element, identified above, is independent of each other and therefore the sequence of the elements does not impact the resulting preliminary categorization of each component or function. Consistent with NEI 00-04, the categorization of a component or function will only be "preliminary" until it has been confirmed by the IDP. Once the IDP confirms that the categorization process was followed appropriately, the final RISC category can be assigned.

The IDP may direct and approve detailed categorization of components in accordance with NEI 00-04 Section 10.2. The IDP may always elect to change a preliminary LSS component or function to HSS; however, the ability to change component categorization from preliminary HSS to LSS is limited. This ability is only available to the IDP for select process steps as described in NEI 00-04 and endorsed by RG 1.201. Table 3-1 summarizes the NEI 00-04 IDP limitations. The steps of the process are performed at either the function level, component

QCNPS Application to Adopt 10 CFR 50.69 Enclosure Page 8 of 65 level, or both. This is also summarized in Table 3-1. A component is assigned its final RISC category upon approval by the IDP.

Table 3-1: Categorization Evaluation Summary IDP Categorization Drives Change Element Step - NEI 00-04 Evaluation Level Associated HSS to Section Functions LSS Internal Events Not Base Case - Yes Allowed Section 5.1 Fire, Seismic and Other External Allowable No Risk (PRA Events Base Component Modeled) Case PRA Sensitivity Allowable No Studies Integral PRA Not Assessment - Yes Allowed Section 5.6 Fire and Other Not Component No External Hazards Allowed Risk (Non-PRA Modeled) Seismic Function/Component Allowed 2 No Shutdown - Not Function/Component No Section 5.5 Allowed Core Damage - Not Function/Component Yes Section 6.1 Allowed Defense-in-Depth Containment - Not Component Yes Section 6.2 Allowed Qualitative Considerations -

Function Allowable1 N/A Criteria Section 9.2 Passive - Not Passive Segment/Component No Section 4 Allowed Notes:

1 The assessments of the qualitative considerations are agreed upon by the IDP in accordance with Section 9.2. In some cases, a 10 CFR 50.69 categorization team may provide preliminary assessments of the seven considerations for the IDPs consideration; however, the final assessments of the seven considerations are the direct responsibility of the IDP.

The seven considerations are addressed preliminarily by the 10 CFR 50.69 categorization team for at least the system functions that are not found to be HSS by any other categorization step. Each of the seven considerations requires a

QCNPS Application to Adopt 10 CFR 50.69 Enclosure Page 9 of 65 supporting justification for confirming (true response) or not confirming (false response) that consideration. If the 10 CFR 50.69 categorization team determines that one or more of the seven considerations cannot be confirmed, then that function is presented to the IDP as preliminary HSS. Conversely, if all the seven considerations are confirmed, then the function is presented to the IDP as preliminary LSS.

The System Categorization Document, including the justifications provided for the qualitative considerations, is reviewed by the IDP. The IDP is responsible for reviewing the preliminary assessment to the same level of detail as the 10 CFR 50.69 team (i.e., all considerations for all functions are reviewed). The IDP may confirm the preliminary function risk and associated justification or may direct that it be changed based upon their expert knowledge. Because the Qualitative Criteria are the direct responsibility of the IDP, changes may be made from preliminary HSS to LSS or from preliminary LSS to HSS at the discretion of the IDP. If the IDP determines any of the seven considerations cannot be confirmed (false response) for a function, then the final categorization of that function is HSS.

2 IDP consideration of seismic insights can also result in an LSS to HSS determination.

The mapping of components to system functions is used in some categorization process steps to facilitate preliminary categorization of components. Specifically, functions with mapped components that are determined to be HSS by the PRA-based assessment (i.e., Internal Events PRA or Integral PRA assessment) or defense-in-depth evaluation will be initially treated as HSS. However, NEI 00-04 Section 10.2 allows detailed categorization which can result in some components mapped to HSS functions being treated as LSS. Additionally, Section 4.0 discusses additional functions that may be identified (e.g., fill and drain) to group and reconsider potentially LSS components that may have been initially associated with a HSS function but do not support the critical attributes of that HSS function. Note that certain steps of the categorization process are performed at a component level (e.g., Passive, non-PRA-modeled hazards - see Table 3-1). Except for seismic, these components from the component level assessments will remain HSS (IDP cannot override) regardless of the significance of the functions to which they are mapped. Components having seismic functions may be HSS or LSS based on the IDPs consideration of the seismic insights applicable to the system being categorized. Therefore, if an HSS component is mapped to an LSS function, that component will remain HSS. If an LSS component is mapped to an HSS function, that component may be driven HSS based on Table 3-1 or may remain LSS. Given that QCNPS is a seismic Tier 1 (low seismic hazard) plant as defined in Reference [4], seismic considerations are not required to drive an HSS determination at the component level, but the IDP will consider available seismic information pertinent to the components being categorized and can, at its discretion, determine that a component should be HSS based on that information.

The following clarifications are applied to the NEI 00-04 categorization process:

The IDP will be composed of a group of at least five experts who collectively have expertise in plant operation, design (mechanical and electrical) engineering, system engineering, safety analysis, and probabilistic risk assessment. At least three members of the IDP will have a minimum of five years of experience at the plant, and there will be at least one member of the IDP who has a minimum of three years of experience in the modeling and updating of the plant-specific PRA.

QCNPS Application to Adopt 10 CFR 50.69 Enclosure Page 10 of 65 The IDP will be trained in the specific technical aspects and requirements related to the categorization process. Training will address, at a minimum, (1) the purpose of the categorization; (2) present treatment requirements for SSCs including requirements for design basis events; (3) PRA fundamentals; (4) details of the plant-specific PRA including the modeling, scope, and assumptions, the interpretation of risk importance measures, and the role of sensitivity studies and the change-in-risk evaluations; and (5) the defense-in-depth philosophy and requirements to maintain this philosophy.

The decision criteria for the IDP to categorize SSCs as safety significant or LSS in accordance with § 50.69(f)(1) will be documented in CEG procedures.

Decisions of the IDP will be arrived at by consensus. Differing opinions will be documented and resolved, if possible. However, a simple majority of the panel is sufficient for final decisions regarding safety significant and LSS.

Passive characterization will be performed using the processes described in Section 3.1.2.

Consistent with NEI 00-04, an HSS determination by the passive categorization process cannot be changed by the IDP.

An unreliability factor of 3 will be used for the sensitivity studies described in Section 8 of NEI 00-04. The factor of 3 was chosen as representative of the typical error factor of basic events used in the PRA model.

NEI 00-04 Section 7 requires assigning the safety significance of functions to be preliminary HSS if it is supported by an SSC determined to be HSS from the PRA-based assessment in Section 5 but does not require this for SSCs determined to be HSS from non-PRA-based, deterministic assessments in Section 5. This requirement is further clarified in the Vogtle SE (Reference [5]) which states "if any SSC is identified as HSS from either the integrated PRA component safety significance assessment (Section 5 of NEI 00-04) or the defense-in-depth assessment (Section 6), the associated system function(s) would be identified as HSS."

Once a system function is identified as HSS, then all the components that support that function are preliminary HSS. The IDP must intervene to assign any of these HSS function components to LSS.

Regarding the criteria that considers whether the active function is called out or relied upon in the plant Emergency/Abnormal Operating Procedures, CEG will not take credit for alternate means unless the alternate means are proceduralized and included in Licensed Operator training.

QCNPS proposes to apply an alternative seismic approach to those listed in NEI 00-04 Sections 1.5 and 5.3. This approach is specified in EPRI 3002017583 (Reference [4]) for Tier 1 plants and is discussed in Section 3.2.3 of this enclosure.

The risk analysis to be implemented for each modeled hazard is described below.

Internal Event Risks: Internal events including internal flooding PRA, as submitted to the NRC for TSTF-505 dated June 8, 2023 - See Reference [2] Enclosure 5 and Attachment 2.

QCNPS Application to Adopt 10 CFR 50.69 Enclosure Page 11 of 65 Fire Risks: Fire PRA model, as submitted to the NRC for TSTF-505 dated June 8, 2023 -

See Reference [2] Enclosure 5 and Attachment 2.

Seismic Risks: EPRI Alternative Approach in EPRI 3002017583 for Tier 1 plants with the additional considerations discussed in Section 3.2.3 of this LAR.

Other External Risks (e.g., tornados, external floods): Using the Individual Plant Examination of External Events (IPEEE) screening process as approved by NRC SE dated April 26, 2001, (TAC Nos. M83665 and M83666) (Reference [6]). The other external hazards were determined to be insignificant contributors to plant risk.

Low Power and Shutdown Risks: Qualitative defense-in-depth (DID) shutdown model for shutdown Configuration Risk Management (CRM) based on the framework for DID provided in NUMARC 91-06, "Guidance for Industry Actions to Assess Shutdown Management" (Reference [7]), which provides guidance for assessing and enhancing safety during shutdown operations.

A change to the categorization process that is outside the bounds specified above (e.g.,

change from a seismic margins approach to a seismic probabilistic risk assessment approach) will not be used without prior NRC approval. The SSC categorization process documentation will include the following elements:

1. Program procedures used in the categorization

2. System functions, identified and categorized with the associated bases

3. Mapping of components to support function(s)

4. PRA model results, including sensitivity studies

5. Hazards analyses, as applicable

6. Passive categorization results and bases

7. Categorization results including all associated bases and RISC classifications

8. Component critical attributes for HSS SSCs

9. Results of periodic reviews and SSC performance evaluations

10. IDP meeting minutes and qualification/training records for the IDP members 3.1.2 Passive Categorization Process For the purposes of 10 CFR 50.69 categorization, passive components are those components that have a pressure retaining function. Passive components and the passive function of active components will be evaluated using the Arkansas Nuclear One (ANO) Risk-Informed Repair/Replacement Activities (RI-RRA) methodology contained in Reference [8] consistent with the related Safety Evaluation (SE) issued by NRC.

The RI-RRA methodology is a risk-informed safety classification and treatment program for repair/replacement activities for pressure retaining items and their associated supports. In this method, the component failure is assumed with a probability of 1.0 and only the consequence evaluation is performed. It additionally applies deterministic considerations (e.g., DID, safety margins) in determining safety significance. Component supports are assigned the same safety significance as the highest passively ranked component within the bounds of the associated analytical pipe stress model. Consistent with NEI 00-04, an HSS determination by the passive categorization process cannot be changed by the IDP.

QCNPS Application to Adopt 10 CFR 50.69 Enclosure Page 12 of 65 The use of this method for a 10 CFR 50.69 application was previously approved in the final SE for Vogtle dated December 17, 2014 (Reference [5]). The RI-RRA method as approved for use at Vogtle for 10 CFR 50.69 does not have any plant specific aspects and is therefore generic. It relies on the conditional core damage and large early release probabilities associated with postulated ruptures. Safety significance is generally measured by the frequency and the consequence of the event. However, this RI-RRA process categorizes components solely based on consequence, which measures the safety significance of the passive component given that it ruptures. This approach is conservative compared to including the rupture frequency in the categorization since this approach will not allow the categorization of SSCs to be affected by any changes in frequency due to changes in treatment. The passive categorization process is intended to apply the same risk-informed process accepted by the NRC in the ANO2-R&R-004 for the passive categorization of Class 2, 3, and non-class components. This is the same passive SSC scope the NRC has conditionally endorsed in ASME Code Cases N-660 and N-662 as published in RG 1.147, Revision 15 (Reference [9]).

Both code cases employ a similar risk-informed safety classification of SSCs in order to change the repair/ replacement requirements of the affected LSS components. All ASME Code Class 1 SSCs with a pressure retaining function, as well as supports, will be assigned HSS for passive categorization which will result in HSS for its risk-informed safety classification that cannot be changed by the IDP. Therefore, this methodology and scope for passive categorization is acceptable and appropriate for use at QCNPS for 10 CFR 50.69 SSC categorization.

3.2 Technical Adequacy Evaluation (10 CFR 50.69(b)(2)(ii))

The following sections demonstrate that the quality and level of detail of the processes used in categorization of SSCs are adequate. The PRA models described below have been peer reviewed and there are no PRA upgrades that have not been peer reviewed. The PRA models described within this document are the same as those described within QCNPS submittal RS-23-059 dated June 8, 2023, "Application to Revise Technical Specifications to Adopt Risk Informed Completion Times TSTF-505, Revision 2, 'Provide Risk-Informed Extended Completion Times - RITSTF Initiative 4b'" (Reference [2]).

3.2.1 Internal Events and Internal Flooding The QCNPS categorization process for the internal events and flooding hazard will use a peer reviewed plant-specific PRA model. The CEG risk management process ensures that the PRA model used in this application reflects the as-built and as-operated plant for QCNPS. of this enclosure identifies the applicable internal events and internal flooding PRA models.

3.2.2 Fire Hazards The QCNPS categorization process for fire hazards will use a peer reviewed plant-specific fire PRA model. The internal Fire PRA model was developed consistent with NUREG/CR-6850 (Reference [10]) and only utilizes methods previously accepted by the NRC. The CEG risk management process ensures that the PRA model used in this application reflects the as-built and as-operated plant for QCNPS. Attachment 2 of this enclosure identifies the applicable Fire PRA model.

QCNPS Application to Adopt 10 CFR 50.69 Enclosure Page 13 of 65 3.2.3 Seismic Hazards 10 CFR 50.69(c)(1) requires the use of PRA to assess risk from internal events. For other risk hazards such as seismic, 10 CFR 50.69 (b)(2) allows, and NEI 00-04 [1] summarizes, the use of other methods for determining SSC functional importance in the absence of a quantifiable PRA (such as Seismic Margin Analysis or IPEEE Screening) as part of an integrated, systematic process. For the QCNPS seismic hazard assessment, CEG proposes to use a risk-informed graded approach that meets the requirements of 10 CFR 50.69 (b)(2) as an alternative to those listed in NEI 00-04 Sections 1.5 and 5.3. This approach is specified in EPRI 3002017583, "Alternative Approaches for Addressing Seismic Risk in 10 CFR 50.69 Risk-Informed Categorization" (Reference [4]), and includes additional qualitative considerations that are discussed in this section1.

QCNPS meets the EPRI 3002017583 Tier 1 criteria for a "Low Seismic Hazard/High Seismic Margin" site. The Tier 1 criteria are as follows:

Tier 1: Plants where the GMRS [Ground Motion Response Spectrum] peak acceleration is at or below approximately 0.2g or where the GMRS is below or approximately equal to the SSE [Safe Shutdown Earthquake] between 1.0 Hz and 10 Hz. Examples are shown in Figures 2-1 and 2-2. At these sites, the GMRS is either very low or within the range of the SSE such that unique seismic categorization insights are not expected.

Note: EPRI 3002017583 applies to the Tier 1 sites in its entirety except for Sections 2.3 (Tier 2 sites), 2.4 (Tier 3 sites), Appendix A (seismic correlation), and Appendix B (criteria for capacity-based screening).

The Tier 1 criterion (i.e., basis) in EPRI 3002017583 is a comparison of the ground motion response spectrum (GMRS, derived from the seismic hazard) to the safe shutdown earthquake (SSE, i.e., seismic design basis capability). U.S. nuclear power plants that utilize the 10 CFR 50.69 Seismic Alternative (EPRI 3002017583) will continue to compare GMRS to SSE.

The trial studies in EPRI 3002017583 show that seismic categorization insights are overlaid by other risk insights even at plants where the GMRS is far beyond the seismic design basis.

Therefore, the basis for the Tier 1 classification and resulting criteria is not that the design basis insights are adequate. Instead, it is that consideration of the full range of the seismic hazard 1

EPRI 3002017583 is an update to EPRI 3002012988, "Alternative Approaches for Addressing Seismic Risk in 10 CFR 50.69 Risk-Informed Categorization," July 2018 (Reference [73]) which was referenced in the NRC issued amendment and SE for Calvert Cliffs Nuclear Power Plant, Units 1 and 2, to implement 10 CFR 50.69 as noted below:

(1) Calvert Cliffs Nuclear Power Plant, Units 1 and 2, "Issuance of Amendment Nos. 332 and 310 Re: Risk-Informed Categorization and Treatment of Systems, Structures, and Components (EPID L-2018-LLA-0482)," February 28, 2020 (ADAMS Accession No. ML19330D909)

(Reference [82]).

(2) This license amendment request incorporates by Reference the Clinton Power Station, Unit 1 response to request for additional information letter of November 24, 2020 (ML20329A433)

(Reference [83]), in particular, the response to the question regarding the differences between the EPRI 3002012988 (initial) and EPRI 3002017583 (current) as well as CEGs proposed approach for the 50.69 Seismic Alternative Tier 1.

QCNPS Application to Adopt 10 CFR 50.69 Enclosure Page 14 of 65 produces limited unique insights to the categorization process. That is the basis for the following statements in Table 4-1 of the EPRI report.

At Tier 1 sites, the likelihood of identifying a unique seismic condition that would cause an SSC to be designated HSS is very low.

Therefore, with little to no anticipated unique seismic insights, the 50.69 categorization process using the FPIE PRA and other risk evaluations along with the required Defense-in-Depth and IDP qualitative considerations are expected to adequately identify the safety-significant functions and SSCs required for those functions and no additional seismic reviews are necessary for 10 CFR 50.69 categorization.

The proposed categorization approach for QCNPS is a risk-informed graded approach that is demonstrated to produce categorization insights equivalent to a seismic PRA. For Tier 1 plants, this approach relies on the insights gained from the seismic PRAs examined in Reference [4]

along with confirmation that the site GMRS is low. Reference [4] demonstrates that seismic risk is adequately addressed for Tier 1 sites by the results of additional qualitative assessments discussed in this section and existing elements of the 10 CFR 50.69 categorization process specified in NEI 00-04.

For example, the 10 CFR 50.69 categorization process as defined in NEI 00-04 includes an Integral Assessment that weighs the hazard-specific relative importance of a component (e.g.,

internal events, internal fire, seismic) by the fraction of the total Core Damage Frequency (CDF) contributed by that hazard. The risk from an external hazard can be reduced from the default condition of HSS if the integral assessment meets the importance measure criteria for LSS. For Tier 1 sites, the seismic risk (CDF/LERF) will be low such that seismic hazard risk is unlikely to influence an HSS decision. In applying the EPRI 3002017583 process for Tier 1 sites to the QCNPS 10 CFR 50.69 categorization process, the IDP will be provided with the rationale for applying the EPRI 3002017583 guidance and informed of plant SSC-specific seismic insights for their consideration in the HSS/LSS deliberations.

EPRI 3002017583 recommends a risk-informed graded approach for addressing the seismic hazard in the 10 CFR 50.69 categorization process. There are a number of seismic fragility fundamental concepts that support a graded approach and there are important characteristics about the comparison of the seismic design basis (represented by the SSE) to the site-specific seismic hazard (represented by the GMRS) that support the selected thresholds between the three evaluation tiers in the EPRI report. The coupling of these concepts with the categorization process in NEI 00-04 are the key elements of the approach defined in EPRI 3002017583 for identifying unique seismic insights.

The seismic fragility of an SSC is a function of the margin between an SSCs seismic capacity and the site-specific seismic demand. References such as EPRI NP-6041 (Reference [11])

provide inherent seismic capacities for most SSCs that are not directly related to the site-specific seismic demand. This inherent seismic capacity is based on the non-seismic design loads (pressure, thermal, dead weight, etc.) and the required functions for the SSC. For example, a pump has a relatively high inherent seismic capacity based on its design and that same seismic capacity applies at a site with a very low demand and at a site with a very high demand. At sites with lower seismic demands such as QCNPS, there is no need to perform more detailed evaluations to demonstrate the inherent seismic capacities documented in industry sources such as Reference [11]. Low seismic demand sites have lower likelihood of

QCNPS Application to Adopt 10 CFR 50.69 Enclosure Page 15 of 65 seismically-induced failures and lesser challenges to plant systems, providing the technical basis for allowing use of a graded approach for addressing seismic hazard at QCNPS.

There are some plant features such as equipment anchorage that have seismic capacities more closely associated with the site-specific seismic demand since those specific features are specifically designed to meet that demand. However, even for these features, the design basis criteria have intended conservatisms that result in significant seismic margins within SSCs.

These conservatisms are reflected in key aspects of the seismic design process. The SSCs used in nuclear power plants are intentionally designed using conservative methods and criteria to ensure that they have margins well above the required design bases. Experience has shown that design practices result in margins to realistic seismic capacities of 1.5 or more.

The following provides the basis for establishing Tier 1 criteria in EPRI 3002017583.

a. SSCs for which the inherent seismic capacities are applicable, or which are designed to the plant SSE will have low probabilities of failure at sites where the peak spectral acceleration of the GMRS < 0.2g or where the GMRS < SSE between 1 and 10 Hz.

b. The low probabilities of failure of individual components would also apply to components considered to have correlated seismic failures.

c. These low probabilities of failure lead to low seismic CDF and LERF estimates from an absolute risk perspective.

d. The low seismic CDF and LERF estimates lead to reasonable confidence that seismic risk contributions would allow reducing a HSS to LSS due to the 10 CFR 50.69 Integral Assessment provided the equipment is HSS only due to seismic considerations.

Test cases described in Section 3 of Reference [4] showed that it would be unusual, even for moderate hazard plants, to exhibit any unique seismic insights, including one's due to correlated failures. CEG is using other licensees' plant-specific test case information (specifically, Reference [4] Case Study A, C, and D information) and incorporating that information by reference into this application. NRC review and acceptance of the seismic PRA corresponding to these test cases is described in References [12] through [13]. While it is prudent to perform additional evaluations to identify conditions where correlated failures may occur for Tier 2 sites, for Tier 1 sites such as QCNPS, correlation studies would not lead to new seismic insights or affect the baseline seismic CDF in any significant way.

The Tier 1 to Tier 2 threshold as defined in EPRI 3002017583 provides a clear and traceable boundary that can be consistently applied plant site to plant site. Additionally, because the boundary is well defined, if new information is obtained on the site hazard, a sites location within a particular tier can be readily confirmed. In the unlikely event that the QCNPS seismic hazard changes to medium risk (i.e., Tier 2) at some future time, QCNPS will follow its categorization review and adjustment process procedures to review the changes to the plant and update, as appropriate, the SSC categorization in accordance with 10 CFR 50.69(e).

The following provides the basis for concluding that QCNPS meets the Tier 1 site criteria.

In response to the NRC 50.54(f) letter associated with post-Fukushima recommendations (Reference [14]), QCNPS submitted a seismic hazard screening report (Reference [15]) to the NRC. The Golden Gate curve dips slightly below the GMRS between 1-1.5 Hz and the Housner curve dips slightly below the new GMRS curve between 7-10 Hz; however, both curves supplement each other and bound the new GMRS in the 1 Hz to 10 Hz range. As a result, QCNPS meets the Tier 1 criterion in Reference [4].

QCNPS Application to Adopt 10 CFR 50.69 Enclosure Page 16 of 65 The QCNPS SSE and GMRS curves from the seismic hazard and screening response in Reference [15] are shown in Figure A4-1. The NRCs assessment of the QCNPS seismic hazard and screening response is documented in Reference [16]. In Section 3.4 of Reference [16] the NRC concluded that the methodology used by QCNPS in determining the GMRS was acceptable and that the GMRS determined by QCNPS adequately characterizes the reevaluated hazard for the QCNPS site. In addition, Reference [16] in Section 4.0 confirms the licensee's conclusion that the licensee's GMRS for the QCNPS site is bounded by the combination of design spectrum defining the SSE over the 1 to 10 Hz frequency range.

Section 1.1.3 of Reference [4] cites various post-Fukushima seismic reviews performed for the U.S. fleet of nuclear power plants. The docketed seismic reviews prepared by the licensee and the corresponding NRC assessments applicable to QCNPS are listed here.

1. NTTF Recommendation 2.1 seismic hazard screening (References [15], [17],

and [16]).

2. NTTF Recommendation 2.3 seismic walkdowns (References [18] and [19]).

3. NTTF Recommendation 4.2 seismic mitigation strategy assessment (S-MSA)

(References [20] and [21]).

The following additional post-Fukushima seismic reviews were performed for QCNPS.

4. NTTF Recommendation 2.1 seismic high frequency evaluation (References [22]

and [23]).

The small percentage contribution of seismic to total plant risk makes it unlikely that an integral importance assessment for a component, as defined in NEI 00-04, would result in an overall HSS determination. Further, the low hazard relative to plant seismic capability makes it unlikely that any unique seismic condition would exist that would cause an SSC to be designated HSS for a Tier 1 site such as QCNPS.

As an enhancement to the EPRI study results as they pertain to QCNPS, the proposed QCNPS categorization approach for seismic hazards will include qualitative consideration of the mitigation capabilities of SSCs during seismically-induced events and seismic failure modes, based on insights obtained from prior seismic evaluations performed for QCNPS. For example, the System Categorization Document (SCD) that is presented to the IDP will include a section that summarizes the identified plant seismic insights pertinent to the system being categorized and will also state the basis for applicability of the EPRI 3002017583 study as well as the bases for QCNPS being a Tier 1 plant. The discussion of the Tier 1 bases will include such factors as:

The low seismic hazard for the plant, which is subject to periodic reconsideration as new information becomes available through industry evaluations; and

The definition of Tier 1 in the EPRI study.

At several steps of the categorization process (e.g., as noted in Figure 3-1 and Table 3-1) the categorization team will consider the available seismic insights relative to the system being categorized and document their conclusions in the SCD. Integrated importance measures over all modeled hazards (i.e., internal events, including internal flooding, and internal fire for QCNPS) are calculated per Section 5.6 of NEI 00-04, and components for which these measures exceed the specified criteria are preliminary HSS which cannot be changed to LSS.

QCNPS Application to Adopt 10 CFR 50.69 Enclosure Page 17 of 65 HSS SSCs uniquely identified by the QCNPS PRA models also having design-basis functions during seismic events or functions credited for mitigation and prevention of severe accidents caused by seismic events will be addressed using non-PRA based qualitative assessments in conjunction with any seismic insights provided by the PRA.

For components that are HSS due to fire PRA but not HSS due to internal events PRA, the categorization team will review design-basis functions during seismic events or functions credited for mitigation and prevention of severe accidents caused by seismic events and characterize these for presentation to the IDP as additional qualitative inputs described in the SCD.

The categorization team will review available QCNPS plant-specific seismic reviews and other resources such as those identified above. The objective is to identify plant-specific seismic insights derived from the above sources, relevant to the components in the system being categorized, that might include potentially important impacts such as:

Impact of relay chatter

Implications related to potential seismic interactions such as with block walls

Seismic failures of passive SSCs such as tanks and heat exchangers

Any known structural or anchorage issues with a particular SSC

Components that are implicitly part of PRA-modeled functions (including relays)

Components that may be subject to correlated failures Such impacts would be compiled on an SSC basis. As each system is categorized, the system-specific seismic insights will be provided to the IDP for consideration as part of the IDP review process, as noted in Figure 3-1. As such, the IDP can challenge, from a seismic perspective, any candidate LSS recommendation for any SSC if they believe there is basis for doing so. Any decision by the IDP to downgrade preliminary HSS components to LSS will also consider the applicable seismic insights in that decision. These insights will provide the IDP a means to consider potential impacts of seismic events in the categorization process.

Use of the EPRI approach outlined in Reference [4] to assess seismic hazard risk for 10 CFR 50.69 with the additional reviews discussed above will provide a process for categorization of RISC-1, RISC-2, RISC-3, and RISC-4 SSCs that satisfies the requirements of § 10 CFR 50.69(c).

Based on the above, the Summary/Conclusion/Recommendation from Section 2.2.3 of Reference [4] applies to QCNPS, i.e., QCNPS is a Tier 1 plant for which the GMRS is very low such that unique seismic categorization insights are expected to be minimal. As discussed in Reference [4] the likelihood of identifying a unique seismic insight that would cause an SSC to be designated HSS is very low. Calvert Cliff's references [24], [25], and [26] provide additional supporting bases for Tier 1 plants and apply to QCNPS. Therefore, with little to no anticipated unique seismic insights, the 10 CFR 50.69 categorization process using the FPIE PRA and other risk evaluations along with the defense-in-depth and qualitative assessment by the IDP adequately identify the safety-significant functions and SSCs.

3.2.4 Other External Hazards All external hazards, except for seismic, were screened for applicability to QCNPS using a plant-specific evaluation in accordance with Generic Letter 88-20 (Reference [27]) and updated to use the criteria in ASME PRA Standard RA-Sa-2009. Attachment 4 of this

QCNPS Application to Adopt 10 CFR 50.69 Enclosure Page 18 of 65 enclosure provides a summary of the external hazards screening results. Attachment 5 provides a summary of the progressive screening approach for external hazards.

3.2.5 Low Power and Shutdown Consistent with NEI 00-04, the QCNPS categorization process will use the shutdown safety management plan described in NUMARC 91-06 (Reference [7]) for evaluation of safety significance related to low power and shutdown conditions. The overall process for addressing shutdown risk is illustrated in Figure 5-7 of NEI 00-04.

NUMARC 91-06 specifies that a defense-in-depth approach should be used with respect to each defined shutdown key safety function. The key safety functions defined in NUMARC 91-06 are evaluated for categorization of SSCs.

SSCs that meet either of the two criteria (i.e., considered part of a "primary shutdown safety system" or a failure would initiate an event during shutdown conditions) described in Section 5.5 NEI 00-04 will be considered preliminary HSS.

3.2.6 PRA Maintenance and Updates The CEG risk management process ensures that the PRA models used in this application continue to reflect the as-built and as-operated plant for QCNPS. The process delineates the responsibilities and guidelines for updating the PRA models and includes criteria for both regularly scheduled and interim PRA model updates. The process includes provisions for monitoring potential areas affecting the PRA models (e.g., due to changes in the plant, errors or limitations identified in the model, and industry operational experience) for assessing the risk impact of unincorporated changes, and for controlling the model and associated computer files.

The process will assess the impact of these changes on the plant PRA model in a timely manner but no longer than once every two refueling outages. If there is a significant impact on the PRA model, the SSC categorization will be re-evaluated.

In addition, CEG will implement a process that addresses the requirements in NEI 00-04, Section 11, "Program Documentation and Change Control." The process will review the results of periodic and interim updates of the plant PRA that may affect the results of the categorization process. If the results are affected, adjustments will be made as necessary to the categorization or treatment processes to maintain the validity of the processes. In addition, any PRA model upgrades will be peer reviewed prior to implementing those changes in the PRA model used for categorization.

3.2.7 PRA Uncertainty Evaluations Uncertainty evaluations associated with any applicable baseline PRA model(s) used in this application were evaluated during the assessment of PRA technical adequacy and confirmed through the self-assessment and peer review processes as discussed in Section 3.3 of this enclosure.

Uncertainty evaluations associated with the risk categorization process are addressed using the processes discussed in Section 8 of NEI 00-04 and in the prescribed sensitivity studies discussed in Section 5.

QCNPS Application to Adopt 10 CFR 50.69 Enclosure Page 19 of 65 In the overall risk sensitivity studies, CEG will utilize a factor of 3 to increase the unavailability or unreliability of LSS components consistent with that approved for Vogtle in Reference [5].

Consistent with the NEI 00-04 guidance, CEG will perform both an initial sensitivity study and a cumulative sensitivity study. The initial sensitivity study applies to the system that is being categorized. In the cumulative sensitivity study, the failure probabilities (unreliability and unavailability, as appropriate) of all LSS components modeled in all identified PRA models for all systems that have been categorized are increased by a factor of 3. This sensitivity study together with the periodic review process assures that the potential cumulative risk increase from the categorization is maintained acceptably low. The performance monitoring process monitors the component performance to ensure that potential increases in failure rates of categorized components are detected and addressed before reaching the rate assumed in the sensitivity study.

The detailed process of identifying, characterizing, and qualitative screening of model uncertainties is found in Section 5.3 of NUREG-1855 (Reference [28]) and Section 3.1.1 of EPRI TR-1016737 (Reference [29]). The process in these references was mostly developed to evaluate the uncertainties associated with the internal events PRA model; however, the approach can be applied to other types of hazard groups.

Each PRA element notebook was reviewed for assumptions and sources of uncertainties. The characterization of assumptions and sources of uncertainties are based on whether the assumption and/or source of uncertainty is key to the 50.69 application in accordance with RG 1.200 Revision 2. Key QCNPS PRA model specific assumptions and sources of uncertainty for this application were identified and dispositioned in Attachment 6. The conclusion of this review is that no additional sensitivity analyses are required to address QCNPS PRA model specific assumptions or sources of uncertainty.

3.3 PRA Review Process Results (10 CFR 50.69(b)(2)(iii))

The PRA models described in Section 3.2 have been assessed against RG 1.200, "An Approach for Determining the Technical Adequacy of Probabilistic Risk Assessment Results for Risk-Informed Activities," Revision 2 (Reference [30]), consistent with NRC Regulatory Information Summary (RIS) 2007-06 (Reference [31]).

Finding and Observation (F&O) closure reviews were conducted on the PRA models discussed in this section. Closed findings were reviewed and closed using the process documented in Appendix X to NEI 05-04, NEI 07-12 and NEI 12-13, "Close-out of Facts and Observations" (F&Os) (Reference [32]) as accepted by NRC in the letter dated May 3, 2017 (Reference [33]).

The results of this review have been documented in Attachment 3 as well as the cited references, which are available for NRC audit.

Full Power Internal Events and Internal Flooding (FPIE) PRA Model The QCNPS FPIE PRA model was peer reviewed in April 2017 using the NEI 05-04 process (Reference [34]); the PRA Standard, ASME/ANS RA-Sa-2009 (Reference [35]); and RG 1.200, Revision 2. This Peer Review (Reference [36]) was a full-scope review of the technical elements of the Internal Events and Internal Flooding, at-power PRA.

The FPIE PRA Peer Review team determined there were 31 unique finding level F&Os resulting in 14 Not-Met SRs. The findings from the Peer Review have been addressed in the Internal Events PRA model.

QCNPS Application to Adopt 10 CFR 50.69 Enclosure Page 20 of 65 In February/March 2021, an F&O Closure Review (Reference [37]) was conducted for QCNPS.

The scope of the review included the Internal Events and Internal Flooding PRA model. The F&O Independent Assessment Team closed all finding level F&Os. Currently, there are no open finding level F&Os against the FPIE PRA model.

Given there are no partially resolved or open findings, the QCNPS FPIE PRA is of adequate technical capability to support the 10 CFR 50.69 program.

Fire PRA Model The QCNPS Fire PRA (FPRA) Peer Review (Reference [38]) was performed in June 2013 using the NEI 07-12 Fire PRA peer review process (Reference [39]); the ASME PRA Standard, ASME/ANS RA-Sa-2009 (Reference [35]); and RG 1.200, Revision 2 (Reference [30]). The purpose of this review was to establish the technical adequacy of the FPRA for the spectrum of potential risk-informed plant licensing applications for which the FPRA may be used. The FPRA Peer Review was a full-scope review of all technical elements of the QCNPS at-power FPRA against all technical elements in Part 4 of the ASME/ANS PRA Standard, including the referenced Internal Events Supporting Requirements (SRs) in Part 2. The Fire PRA Peer Review team determined there were 83 unique finding level F&Os resulting in 49 Not-Met SRs.

In February/March 2021, an F&O Closure by Independent Assessment was conducted for QCNPS (Reference [37]). The scope of the review included all FPRA Peer Review finding level F&Os from the 2013 peer review; 76 of the 2013 peer review finding level F&Os were closed during this F&O closure review. Of the 49 SRs that were previously assessed as Not-Met, 47 were assessed as Met to at least Capability Category II and two remained as Not-Met.

A FPRA focused scope peer review (FSPR) was conducted in February 2021 (Reference [40]).

This FSPR resulted in an additional five finding level F&Os. All reviewed SRs were Met to at least a Capability Category II.

In May 2021, a follow-on F&O closure review was conducted to assess the remaining seven finding level F&Os from the February 2021 F&O closure review and the five finding level F&Os from the February 2021 FSPR (Reference [41]). All 12 finding level F&Os were assessed as closed during this review and all reviewed SRs were Met to at least a Capability Category II (including the two SRs that previously remained Not-Met). Therefore, all previous finding level F&Os were closed, and all applicable SRs were assessed as Met to at least Capability Category II.

Finally, another FSPR was conducted, also in May 2021 (Reference [42]). This FSPR resulted in one documentation finding level F&O (F&O 9-1) and one documentation SR assessed as Not-Met (SR FQ-F1). The F&O identified that detailed descriptions of significant contributors including cutsets, accident sequences, etc., were not provided. This F&O is addressed by and resolved in the FPRA documentation prepared for the model used in support of this application.

Detailed descriptions of significant cutsets, accident sequences, etc. were added to the documentation; however, a formal F&O Closure review has not been completed for this remaining finding.

Given there are no partially resolved or open technical findings that may impact the 10 CFR 50.69 program, and the only remaining finding is related to documentation, it is

QCNPS Application to Adopt 10 CFR 50.69 Enclosure Page 21 of 65 concluded that the QCNPS FPRA is of acceptable technical capability to support the 10 CFR 50.69 program.

Conclusion The above discussion demonstrates that the QCNPS PRA models are of sufficient quality and level of detail to support the categorization process. Additionally, it is concluded that each model has been subjected to a peer review process assessed against a standard or set of acceptance criteria that is endorsed by the NRC as required by 10 CFR 50.69(c)(1)(i). summarizes the results of this effort.

3.4 Risk Evaluations (10 CFR 50.69(b)(2)(iv))

The QCNPS 10 CFR 50.69 categorization process will implement the guidance in NEI 00-04.

The overall risk evaluation process described in the NEI guidance addresses both known degradation mechanisms and common cause interactions and meets the requirements of

§50.69(b)(2)(iv). Sensitivity studies described in NEI 00-04 Section 8 will be used to confirm that the categorization process results in acceptably small increases to core damage frequency (CDF) and large early release frequency (LERF). The failure rates for equipment and initiating event frequencies used in the PRA include the quantifiable impacts from known degradation mechanisms, as well as other mechanisms (e.g., design errors, manufacturing deficiencies, and human errors). Subsequent performance monitoring and PRA updates required by the rule will continue to capture this data and provide timely insights into the need to account for any important new degradation mechanisms.

3.5 Feedback and Adjustment Process If significant changes to the plant risk profile are identified, or if it is identified that a RISC-3 or RISC-4 SSC can (or actually did) prevent a safety significant function from being satisfied, an immediate evaluation and review will be performed prior to the normally scheduled periodic review. Otherwise, the assessment of potential equipment performance changes and new technical information will be performed during the normally scheduled periodic review cycle.

To more specifically address the feedback and adjustment process (i.e., performance monitoring) as it pertains to the proposed QCNPS Tier 1 approach discussed in Section 3.2.3, implementation of the CEG design control and corrective action programs will ensure the inputs for the qualitative determinations for seismic continue to remain valid to maintain compliance with the requirements of 10 CFR 50.69(e).

The performance monitoring process is described in CEGs 10 CFR 50.69 program documents.

The program requires that the periodic review assess changes that could impact the categorization results and provides the Integrated Decision-making Panel (IDP) with an opportunity to recommend categorization and treatment adjustments. Station personnel from engineering, operations, risk management, regulatory affairs, and others have responsibilities for preparing and conducting various performance monitoring tasks that feed into this process.

The intent of the performance monitoring reviews is to discover trends in component reliability; to help catch and reverse negative performance trends and take corrective action, if necessary.

The CEG configuration control process ensures that changes to the plant, including a physical change to the plant and/or changes to documents, are evaluated to determine the impact to drawings, design bases, licensing documents, programs, procedures, and training. The

QCNPS Application to Adopt 10 CFR 50.69 Enclosure Page 22 of 65 configuration control program has been updated to include a checklist of configuration activities to recognize those systems that have been categorized in accordance with 10 CFR 50.69, to ensure that any physical change to the plant or change to plant documents is evaluated prior to implementation. The checklist includes:

A review of the impact on the System Categorization Document (SCD) for configuration changes that may impact a categorized system under 10 CFR 50.69.

Steps to be performed if redundancy, diversity, or separation requirements are identified or affected. These steps include identifying any potential seismic interaction between added or modified components and new or existing safety related or safe shutdown components or structures.

Review of impact to seismic loading, safe shutdown earthquake (SSE) seismic requirements, as well as the method of combining seismic components.

Review of seismic dynamic qualification of components if the configuration change adds, relocates, or alters Seismic Category I mechanical or electrical components.

CEG has a comprehensive problem identification and corrective action program that ensures that issues are identified and resolved. Any issue that may impact the 10 CFR 50.69 categorization process will be identified and addressed through the problem identification and corrective action program, including seismic-related issues.

The CEG 10 CFR 50.69 program requires that SCDs cannot be approved by the IDP until the panels comments have been resolved to the satisfaction of the IDP. This includes issues related to system-specific seismic insights considered by the IDP during categorization.

Scheduled periodic reviews no longer than once every two refueling outages will evaluate new insights resulting from available risk information (i.e., PRA model or other analysis used in the categorization) changes, design changes, operational changes, and SSC performance. If it is determined that these changes have affected the risk information or other elements of the categorization process such that the categorization results are more than minimally affected, then the risk information and the categorization process will be updated. This scheduled review will include:

A review of plant modifications since the last review that could impact the SSC categorization.

A review of plant-specific operating experience that could impact the SSC categorization.

A review of the impact of the updated risk information on the categorization process results.

A review of the importance measures used for screening in the categorization process.

An update of the risk sensitivity study performed for the categorization.

In addition to the normally scheduled periodic reviews, if a PRA model or other risk information is upgraded, a review of the SSC categorization will be performed.

QCNPS Application to Adopt 10 CFR 50.69 Enclosure Page 23 of 65 The periodic monitoring requirements of the 10 CFR 50.69 process will ensure that these issues are captured and addressed at a frequency commensurate with the issue severity. The 10 CFR 50.69 periodic monitoring program includes immediate and periodic reviews that include the requirements of the regulation, to ensure that all issues that could affect 10 CFR 50.69 categorization are addressed. The periodic monitoring process also monitors the performance and condition of categorized SSCs to ensure that the assumptions for reliability in the categorization process are maintained.

4 REGULATORY EVALUATION 4.1 Applicable Regulatory Requirements/Criteria The following NRC requirements and guidance documents are applicable to the proposed change.

10 CFR 50.69, "Risk-Informed Categorization and Treatment of Structures, Systems and Components for Nuclear Power Reactors" Regulatory Guide 1.201, "Guidelines for Categorizing Structures, Systems, and Components in Nuclear Power Plants According to their Safety Significance,"

Revision 1, May 2006 (Reference [3]).

Regulatory Guide 1.174, "An Approach for Using Probabilistic Risk Assessment in Risk-Informed Decisions on Plant-Specific Changes to the Licensing Basis," Revision 2, May 2011 (Reference [43]).

Regulatory Guide 1.200, "An Approach for Determining the Technical Adequacy of Probabilistic Risk Assessment Results for Risk-Informed Activities," Revision 2, March 2009 (Reference [30]).

The proposed change is consistent with the applicable regulations and regulatory guidance.

4.2 No Significant Hazards Consideration Analysis In accordance with 10 CFR 50.90, "Application for amendment of license, construction permit, or early site permit," Constellation Energy Generation, LLC (CEG) requests an amendment to Renewed Facility Operating License Nos. DPR-29 and DPR-30 for Quad Cities Nuclear Power Station (QCNPS), Units 1 and 2, respectively. Specifically, CEG proposes to modify the QCNPS licensing basis to allow for the voluntary implementation of the provisions of 10 CFR 50.69, "Risk-Informed Categorization and Treatment of Structures, Systems and Components for Nuclear Power Reactors." The provisions of 10 CFR 50.69 allow adjustment of the scope of equipment subject to special treatment controls (e.g., quality assurance, testing, inspection, condition monitoring, assessment, and evaluation). For equipment determined to be of low safety significance, alternative treatment requirements can be implemented in accordance with this regulation. For equipment determined to be of high safety significance, requirements either will not be changed or will be enhanced. This allows improved focus on equipment that has high safety significance resulting in improved plant safety.

According to 10 CFR 50.92, "Issuance of amendment," paragraph (c), a proposed amendment to an operating license involves no significant hazards consideration if operation of the facility in accordance with the proposed amendment would not:

QCNPS Application to Adopt 10 CFR 50.69 Enclosure Page 24 of 65 (1) Involve a significant increase in the probability or consequences of an accident previously evaluated; or (2) Create the possibility of a new or different kind of accident from any accident previously evaluated; or (3) Involve a significant reduction in a margin of safety.

CEG has evaluated the proposed change for QCNPS by using the criteria in 10 CFR 50.92 and has determined that the change does not involve a significant hazards consideration. The following information is provided to support a finding of no significant hazards consideration.

1. Does the proposed change involve a significant increase in the probability or consequences of an accident previously evaluated?

Response: No.

The proposed change will permit the use of a risk-informed categorization process to modify the scope of structures, systems and components (SSCs) subject to NRC special treatment requirements and to implement alternative treatments per the regulations. The process used to evaluate SSCs for changes to NRC special treatment requirements and the use of alternative requirements ensures the ability of the SSCs to perform their design function. The potential change to special treatment requirements does not change the design and operation of the SSCs. As a result, the proposed change does not significantly affect any initiators to accidents previously evaluated or the ability to mitigate any accidents previously evaluated. The consequences of the accidents previously evaluated are not affected because the mitigation functions performed by the SSCs assumed in the safety analysis are not being modified. The SSCs required to safely shut down the reactor and maintain it in a safe shutdown condition following an accident will continue to perform their design functions.

Therefore, the proposed change does not involve a significant increase in the probability or consequences of an accident previously evaluated.

2. Does the proposed change create the possibility of a new or different kind of accident from any accident previously evaluated?

Response: No.

The proposed change will permit the use of a risk-informed categorization process to modify the scope of SSCs subject to NRC special treatment requirements and to implement alternative treatments per the regulations. The proposed change does not change the functional requirements, configuration, or method of operation of any SSC. Under the proposed change, no additional plant equipment will be installed.

Therefore, the proposed change does not create the possibility of a new or different kind of accident from any accident previously evaluated.

3. Does the proposed change involve a significant reduction in a margin of safety?

Response: No.

QCNPS Application to Adopt 10 CFR 50.69 Enclosure Page 25 of 65 The proposed change will permit the use of a risk-informed categorization process to modify the scope of SSCs subject to NRC special treatment requirements and to implement alternative treatments per the regulations. The proposed change does not affect any Safety Limits or operating parameters used to establish the safety margin. The safety margins included in analyses of accidents are not affected by the proposed change. The regulation requires that there be no significant effect on plant risk due to any change to the special treatment requirements for SSCs and that the SSCs continue to be capable of performing their design basis functions, as well as to perform any beyond design basis functions consistent with the categorization process and results.

Therefore, the proposed change does not involve a significant reduction in a margin of safety.

Based on the above, CEG concludes that the proposed change presents no significant hazards consideration under the standards set forth in 10 CFR 50.92(c), and, accordingly, a finding of no significant hazards consideration is justified.

4.3 Conclusions In conclusion, based on the considerations discussed above, (1) there is reasonable assurance that the health and safety of the public will not be endangered by operation in the proposed manner, (2) such activities will be conducted in compliance with the Commissions regulations, and (3) the issuance of the amendment will not be inimical to the common defense and security or to the health and safety of the public.

5 ENVIRONMENTAL CONSIDERATION The proposed amendment would change a requirement with respect to installation or use of a facility component located within the restricted area, as defined in 10 CFR 20, or would change an inspection or surveillance requirement. However, the proposed amendment does not involve (i) a significant hazards consideration, (ii) a significant change in the types or a significant increase in the amounts of any effluents that may be released offsite, or (iii) a significant increase in individual or cumulative occupational radiation exposure. Accordingly, the proposed amendment meets the eligibility criterion for categorical exclusion set forth in 10 CFR 51.22(c)(9). Therefore, pursuant to 10 CFR 51.22(b), no environmental impact statement or environmental assessment need be prepared in connection with the proposed amendment.

6 REFERENCES

[1] Nuclear Energy Institute (NEI) 00-04, "10 CFR 50.69 SSC Categorization Guideline,"

Revision 0, dated July 2005 (ADAMS Accession No. ML052910035)

[2] Letter from P.R. Simpson (CEG) to NRC, "Application to Revise Technical Specifications to Adopt Risk-Informed Completion Times TSTF-505, Revision 2, "Provide Risk-Informed Extended Completion Times - RITSTF Initiative 4b'," dated June 8, 2023

QCNPS Application to Adopt 10 CFR 50.69 Enclosure Page 26 of 65

[3] Regulatory Guide 1.201, "Guidelines for Categorizing Structures, Systems, and Components in Nuclear Power Plants According to their Safety Significance," Revision 1, dated May 2006 (ADAMS Accession No. ML061090627)

[4] EPRI 3002017583, "Alternative Approaches for Addressing Seismic Risk in 10 CFR 50.69 Risk-Informed Categorization," dated 2020 (ADAMS Accession No. ML21082A170)

[5] Letter from R. Martin (NRC) to C.R. Pierce (Southern Nuclear Operating Company, Inc.),

"Vogtle Electric Generating Plant, Units 1 and 2 - Issuance of Amendments Re: Use of 10 CFR 50.69 (TAC NOS. ME9472 AND ME9473)," dated December 17, 2014 (ADAMS Accession No. ML14237A034)

[6] Letter from (NRC) to O.D. Kingsley (Exelon Generation Company, LLC), "Quad Cities Nuclear Power Plant - Review of Individual Plant Examination of External Events (IPEEE)

Submittal (TAC Nos. M83665 and M83666)," dated April 21, 2001

[7] NUMARC 91-06, "Guidelines for Industry Actions to Assess Shutdown Management,"

dated December 1991 (ADAMS Accession No. ML14365A203)

[8] Letter from M.T. Markley (NRC) to VP-Operations (Arkansas Nuclear One), "Arkansas Nuclear One, Unit 2 - Approval of Request for Alternative AN02-R&R-004, Rev. 1, Request to Use Risk-Informed Safety Classification and Treatment for Repair/Replacement Activities in Class 2 and 3 Moderate and High Energy Systems (TAC No. MD52)," dated April 22, 2009 (ADAMS Accession No. ML090930246)

[9] Regulatory Guide 1.147, "Inservice Inspection Code Case Acceptability, ASME Section XI, Division 1," Revision 15, dated October 2007 (ADAMS Accession No. ML072070419)

[10] NUREG/CR-6850, "EPRI/NRC-RES Fire PRA Methodology for Nuclear Power Facilities Volumes 1 and 2," dated September 30, 2005 (ADAMS Accession Nos. ML15167A401 and ML15167A411)

[11] EPRI NP-6041-SL, "A Methodology for Assessment of Nuclear Plant Seismic Margin,"

Revision 1, dated August 1991 (publically available at https://www.epri.com/research/products/NP-6041-SLR1)

[12] Letter RS-18-098 from D.P. Helker (Exelon Generation Company, LLC) to NRC, "Seismic Probabilistic Risk Assessment Report, Response to NRC Request Regarding Recommendation 2.1 of the Near Term Task Force Review of Insights from the Fukushima Dai-ichi Accident," dated August 28, 2018 (ADAMS Accession No. ML18240A065)

[13] Letter from K.J. Green (U.S. NRC) to J. Barstow (TVA), "Watts Bar Nuclear Plant, Units 1 and 2 - Issuance of Amendment Nos. 134 And 38 Regarding Adoption of 10 CFR 50.69,

'Risk-Informed Categorization and Treatment of Structures, Systems, and Components for Nuclear Power Plants' (EPID L-2018-LLA-0493)," dated April 30, 2020 (ADAMS Accession No. ML20076A194)

QCNPS Application to Adopt 10 CFR 50.69 Enclosure Page 27 of 65

[14] NRC letter to all Power Reactor Licensees, "Request for Information Pursuant to Title 10 of the Code of Federal Regulations 50.54(F) Regarding Recommendations 2.1, 2.3, and 9.3, of the Near-Term Task Force Review of Insights from the Fukushima Dai-ichi Accident,"

dated March 12, 2012 (ADAMS Accession No. ML12053A340)

[15] Letter RS-14-072 from G.T. Kaegi (Exelon Generation Company, LLC) to NRC, "Seismic Hazard and Screening Report (Central and Eastern United States (CEUS) Sites),

"Response to NRC Request for Information Pursuant to 10 CFR 50.54(f) Regarding Recommendation 2.1 of the Near-Term Task Force Review of Insights from the Fukushima Dai-ichi Accident," dated March 14, 2014 (ADAMS Accession No. ML14090A526)

[16] Letter from F. Vega (NRC) to B.C. Hanson (Exelon Generation Company, LLC), "Quad Cities Nuclear Power Station, Units 1 and 2 - Staff Assessment of [...] Seismic Hazard Reevaluations for Recommendation 2.1 of the Near-Term Task Force Review of Insights from the Fukushima Dai-ichi Accident (TAC Nos. MF3879 and MF3880)," dated February 10, 2016 (ADAMS Accession No. ML15309A493)

[17] Letter RS-14-236 from J. Barstow (Exelon Generation Company, LLC) to U.S. NRC, "Supplemental Information Regarding Seismic Hazard and Screening Report (Central and Eastern United States (CEUS) Sites), "Response to NRC Request for Information Pursuant to 10 CFR 50.54(f) Regarding Recommendation 2.1 of the Near-Term Task Force Review of Insights from the Fukushima Dai-ichi Accident," dated August 21, 2014 (ADAMS Accession No. ML14234A124)

[18] Letter from Exelon Generation Company, LLC to NRC, "Quad Cities Nuclear Power Station Units 1 & 2, Response to NRC Request for Information re Seismic Aspects of Recommendation 2.3 [...] of Insights from the Fukushima Dai-ichi Accident," dated November 27, 2014 (ADAMS Package No. ML1236200010)

[19] Letter from B. Mozafari (NRC) to M.J. Pacilio (Exelon Generation Company, LLC), "Quad Cities Nuclear Power Station, Units 1 and 2, "Staff Assessment of the Seismic Walkdown Report Supporting Implementation of Near-Term Task Force Recommendation 2.3 Related to the Fukushima Dai-ichi Nuclear Power Plant Accident (TAC NOS. MF0165 AND MF0166)," dated May 29, 2014 (ADAMS Accession No. ML14080A478)

[20] Letter RS-16-086 from G. Kaegi (Exelon Generation Company, LLC) to NRC, "Mitigating Strategies Assessment (MSA) Report for the New Seismic Hazard Information -

NEI 12-06, Appendix H, Revision 2, H.4.2 Path 2: GMRS <SSE with High Frequency Exceedances," dated May 26, 2016 (ADAMS Accession No. ML16147A567)

[21] Letter from S. Wyman (NRC) to B.C. Hanson (Exelon Generation Company, LLC), "Quad Cities Nuclear Power Station, Units 1 and 2 -, "Staff Review of Mitigation Strategies Assessment Report of the Impact of the Reevaluated Seismic Hazard Developed in Response to the March 12, 2012, 50.54(f) Letter," dated June 15, 2016 (ADAMS Accession No. ML161540A93)

QCNPS Application to Adopt 10 CFR 50.69 Enclosure Page 28 of 65

[22] Letter RS-16-044 from G.T. Kaegi (Exelon Generation Company, LLC) to NRC, "High Frequency Supplement to Seismic Hazard Screening Report, Response to NRC Request for Information Pursuant to 10 CFR 50.54(f) Regarding Recommendation 2.1 of the Near-Term Task Force Review of Insights from the Fukushima Dai-ichi Accident," dated February 19, 2016 (ADAMS Accession No. ML16050A413)

[23] Letter from S. Wyman (NRC) to B.C. Hanson (Exelon Generation Company, LLC), "Quad Cities Nuclear Power Station, Units 1 and 2 -, "Staff Review of High Frequency Confirmation Associated with Reevaluated Seismic Hazard in Response to March 12, 2012, 50.54(f) Request for Information," dated March 14, 2016 (ADAMS Accession No. ML16060A043)

[24] Letter from J. Barstow (Exelon Generation Company, LLC) to U.S. NRC, "Response to Request for Additional Information Regarding the Application to Adopt 10 CFR 50.69,

'Risk-informed categorization and treatment of structures, systems, and components for nuclear power reactors'," dated July 1, 2019 (ADAMS Accession No. ML19183A012)

[25] Letter from J. Barstow (Exelon Generation Comany, LLC) to U.S. NRC, "Response to Request for Additional Information Regarding the Application to Adopt 10 CFR 50.69,

'Risk-informed categorization and treatment of structures, systems, and components for nuclear power reactors'," dated July 19, 2019 (ADAMS Accession No. ML19200A216)

[26] Letter from J. Barstow (Exelon Generation Company, LLC) to NRC, "Revised Response to Request for Additional Information Regarding the Application to Adopt 10 CFR 50.69,

'Risk-Informed Categorization and Treatment of Structures, Systems, and Components for Nuclear Power Reactors,' letter dated July 19, 2019," dated August 5, 2019 (ADAMS Accession No. ML19217A143)

[27] Generic Letter 88-20, "Individual Plant Examination of External Events (IPEEE) for Severe Accident Vulnerabilities - 10 CFR 50.54(f), Supplement 4," dated June 1991 (ADAMS Accession No. ML031150485)

[28] NUREG-1855, "Guidance on the Treatment of Uncertainties Associated with PRAs in Risk-Informed Decision Making," Revision 1, dated March 2017 (ADAMS Accession No. ML17062A466)

[29] EPRI TR-1016737, "Treatment of Parameter and Model Uncertainty for Probabilistic Risk Assessments," dated December 2008

[30] Regulatory Guide 1.200, "An Approach for Determining the Technical Adequacy of Probabilistic Risk Assessment Results for Risk-Informed Activities," Revision 2, dated March 2009 (ADAMS Accession No. ML090410014)

[31] Regulatory Issue Summary 2007-06, "Regulatory Guide 1.200 Implementation," dated March 22, 2007 (ADAMS Accession No. ML070650428)

QCNPS Application to Adopt 10 CFR 50.69 Enclosure Page 29 of 65

[32] Letter from Nuclear Energy Institute (NEI) to NRC, "Final Revision of Appendix X to NEI 05-04/07-12/12-16, Close-Out of Facts and Observations (F&Os)," dated February 21, 2017 (ADAMS Accession Number ML17086A431)

[33] Letter from M.J. Ross-Lee (NRC) to G. Krueger (NEI), "U.S. Nuclear Regulatory Commission Acceptance on Nuclear Energy Institute Appendix X to Guidance 05-04, 7-12, and 12-13, Close Out of Facts and Observations (F&Os)," dated May 3, 2017 (ADAMS Accession No. ML17079A427)

[34] NEI 05-04, "Process for Performing PRA Peer Reviews Using the ASME PRA Standard (Internal Events)," Revision 2, dated November 2008 (ADAMS Accession No. ML083430462)

[35] ASME/ANS RA-Sa-2009, "Standard for Level 1/Large Early Release Frequency Probabilistic Risk Assessment for Nuclear Power Plant Applications," Addendum A to RAS-2008, ASME, New York, NY, American Nuclear Society, La Grange Park, Illinois, February 2009

[36] Quad Cities Nuclear Generating Station Units 1 and 2 PRA Peer Review Report Using ASME/ANS PRA Standard Requirements, BWROG, dated April 2017

[37] Risk Management Finding Level F&O Independent Assessment Quad Cities Units 1 and 2, 032466-RPT-001, Revision 1, dated May 2021

[38] Quad Cities Nuclear Power Station (QCNPS) Unit 1 Fire PRA Peer Review Report Using ASME/ANS PRA Standard Requirements, dated September 2013

[39] NEI 07-12, "Fire Probabilistic Risk Assessment (FPRA) Peer Review Process Guidelines,"

Revision 1, dated June 2010 (ADAMS Accession No. ML102230070)

[40] Quad Cities PRA Focused-Scope Peer Review, 032466-RPT-02, Revision 0, dated April 2021

[41] Quad Cities PRA Finding Level Fact and Observation Independent Assessment, 032466-RPT-007, dated June 2021

[42] Risk Management Focused-Scope Peer Review Quad Cities Unit 1, 032466-RPT-008, dated June 2021

[43] Regulatory Guide 1.174, "An Approach for Using Probabilistic Risk Assessment in Risk-Informed Decisions on Plant-Specific Changes to the Licensing Basis," Revision 2, dated May 2011 (ADAMS Accession No. ML100910006)

QCNPS Application to Adopt 10 CFR 50.69 Enclosure Page 30 of 65

[44] NUREG-0800, "Standard Review Plan (SRP) for the Review of Safety Analysis Reports for Nuclear Power Plants, Chapter 3.5.1.6, 'Aircraft Hazards'," Revision 4, dated March 2010 (ADAMS Accession No. ML100331298)

[45] Commonwealth Edison Company, Letter to NRC, Quad Cities Nuclear Power Station, Units 1 and 2, "Updated Individual Plant Examination of External Events Report," July 29, 1999

[46] ATADS data query, in https://adip.faa.gov/agis/public/#/airportData/CWI, (accessed 24 August 2022)

[47] ATADS data query, in https://adip.faa.gov/agis/public/#/airportData/MLI, (accessed 24 August 2022)

[48] Quad Cities Nuclear Power Station, Updated Final Safety Analysis Report, Revison 16, October 2021

[49] Letter RS-13-047 from G.T. Kaegi (Exelon Generation Company, LLC) to NRC, "Response to March 12, 2012, Request for Information Enclosure 2, Recommendation 2.1, Flooding, Required Response 2, Flooding Hazard Reevaluation Report," dated March 12, 2013 (ADAMS Accession No ML13081A037)

[50] Letter RS-18-045, from D.P. Helker (Exelon Generation Company, LLC) to NRC, "Exelon Generation Company, LLC Response to March 12, 2012, Request for Information Enclosure 2, Recommendation 2.1, Flooding, Required Response 3, Flooding Integrated Assessment Submittal," dated June 29, 2018 (ADAMS Accession No. ML18180A033)

[51] Letter from M.J. Ross-Lee (NRC) to B.C. Hanson (Exelon Generation Company, LLC),

"Quad Cities Nuclear Power Station, Units 1 and 2 - Staff Assessment of Flood Hazard Integrated Assessment (EPID No. L-2018-JLD-0008)," dated August 29, 2019 (ADAMS Accession No. ML19168A196)

[52] Letter from T. Govan (NRC) to B.C. Hanson (Exelon Generation Company, LLC), "Quad Cities Nuclear Power Station, Units 1 and 2 - Staff Assessment of Response to 10 CFR 50.54(f) Information Request - Flood Causing Mechanism Reevaluation (CAC NOs.

MF1108 and MF1109)," dated November 18, 2016 (ADAMS Accession No. ML16323A343)

[53] QCOA 0010-16, "Flood Emergency Procedure," Revision 29

[54] QC-MISC-039, "External Hazards Assessment for Quad Cities Nuclear Generating Station," Revision 0, dated April 2023

[55] NUREG/CR-4461, "Tornado Climatology of the Contiguous United States," Revision 2, dated February 2007 (ADAMS Accession No. ML070810400)

QCNPS Application to Adopt 10 CFR 50.69 Enclosure Page 31 of 65

[56] ASCE 7 Hazard Tool, in https://asce7hazardtool.online/

[57] QCOP 0010-10, "Required Hot Weather Inspections," Revision 26

[58] QCOA 0010-17, "Toxic Gas/Chemical Release From Nearby Facilities," Revision 9

[59] QCOA 0010-14, "Lock and Dam #14 Failure," Revision 12

[60] QCOP 0010-02, "Required Cold Weather Inspections," Revision 63

[61] NUREG-0570, "Toxic Vapor Concentrations in the Control Room Following a Postulated Accidental Release," dated June 1979 (ADAMS Accession No. ML063480551)

[62] Letter from T. Govan (NRC) to B.C. Hanson (Exelon Generation Company, LLC), "Quad Cities Nuclear Power Station, Units 1 and 2 -, "Staff Assessment of Response to 10 CFR 50.54(f) Information Request - Flood Causing Mechanism Reevaluation CAC NOs.

MF1108 and MF1109," dated November 18, 2016 (ADAMS Accession No. ML16323A343)

[63] "Guidelines for Permanent BWR Hydrogen Water Chemistry Installations," BWR Owners Group for IGSCC and Electric Power Research Institute, dated December 1985

[64] Regulatory Guide 1.115, "Protection Against Turbine Missiles," Revision 2, dated January 2012 (ADAMS Accession No. ML101650675)

[65] QDC-5650-I-1515, "Missile Probability for Nuclear BWR Retrofit," Revision 0, dated November 2019

[66] EPRI TR-1026511, "Practical Guidance on the Use of PRA in Risk-Informed Applications with a Focus on the Treatment of Uncertainty," dated December 2012

[67] QC-PRA-014, "Quad Cities Probabilistic Risk Assessment Quantification Notebook,"

Revision 5, dated June 2019

[68] QC-PRA-021.62, "Quad Cities Nuclear Power Plant Fire PRA Uncertainty and Sensitivity Analysis Notebook," Revision 2, dated November 2021

[69] QC-PSA-015, "Quad Cities Probabilistic Risk Assessment Level 2 Notebook," Revision 8, dated June 2019

[70] Regulatory Guide 1.174, "An Approach for Using Probabilistic Risk Assessment in Risk-Informed Decisions on Plant-Specific Changes to the Licensing Basis," Revision 3, dated January 2018 (ADAMS Accession No. ML17317A256)

QCNPS Application to Adopt 10 CFR 50.69 Enclosure Page 32 of 65

[71] QC-MISC-047, "Assessment of Key Assumptions and Sources of Uncertainty for the Quad Cities Nuclear Generating Station," Revision 0

[72] NSAC-161, "Faulted Systems Recovery Experience," dated March 25, 1991

[73] EPRI 3002012988, "Alternative Approaches for Addressing Seismic Risk in 10 CFR 50.69 Risk-Informed Categorization," dated July 2018

[74] Letter from P. Bramford (NRC) to B.C. Hanson (Exelong Generation Company, LLC),

"Peach Bottom Atomic Power Station, Units 2 and 3 - Correction Regarding Staff Review of Seismic Probabilistic Risk Assessment Reevaluated Seismic Hazard Implementation of the Near-Term Task Force Recommendation 2.1: Seismic (EPID NO. L-2018-JLD-0010),"

dated October 8, 2019 (ADAMS Accession No. ML19248C756)

[75] Letter from L. Lund (NRC) to B.C. Hanson (Exelon Generation Company, LLC), "Peach Bottom Atomic Power Station, Units 2 and 3 - Staff Review of Seismic Probabilistic Risk Assessment Associated with Reevaluated Seismic Hazard Implementation of the Near-Term Task Force Recommendation 2.1: Seismic (EPID NO. L-2018-JLD-0010),"

dated June 10, 2019 (ADAMS Accession No. ML19053A469)

[76] Letter from J.W. Shea (TVA) to NRC, "Seismic Probabilistic Risk Assessment for Watts Bar Nulcear Plant Units 1 and 2 - Response to NRC Request for Information Pursuant to 10 CFR 50.54(f) Regarding Recommendation 2.1 of the NTTF Review of Insights from the Fukushima Dai-ichi Accident," dated June 30, 2017 (ADAMS Accession No. ML17181A485)

[77] Letter from J.J. Hutto (Southern Nuclear) to U.S. NRC, "Vogtle Electric Generating Plant -

Units 1 and 2 License Amendment Request to Modify Approved 10 CFR 50.69 Categorization Process," dated June 22, 2017 (ADAMS Accession No. ML17173A875)

[78] Letter from M. Orenak (U.S. NRC) to C.A. Gayheart (Southern Nuclear), "Vogtle Electric Generating Plant, Units 1 and 2 - Issuance of Amendments Regarding Application of Seismic Probabilistic Risk Assessment Into the Previously Approved 10 CFR 50.69 Categorization Process (EPID L-2017-LLA-0248)," dated August 10, 2018 (ADAMS Accession No. ML18180A062)

[79] Letter from J.W. Shea (TVA) to U.S. NRC, "Tennessee Valley Authroity (TVA) - Watts Bar Nuclear Plant Seismic Probabilistic Risk Assessment Supplemental Information," dated April 10, 2018 (ADAMS Accession No. ML18100A966)

[80] Letter from L. Lund (U.S. NRC) to J.W. Shea (TVA), "Watts Bar Nuclear Plant, Units 1 and 2 - Staff Review of Seismic Probabilistic Risk Assessment Associated With [...] NTTF Recommendation 2.1: Seismic (CAC NOS. MF9879 AND MF9880; EPID L-2017-JLD-0044)," dated July 10, 2018 (ADAMS Accession No. ML18115A138)

QCNPS Application to Adopt 10 CFR 50.69 Enclosure Page 33 of 65

[81] Letter from E.K. Henderson (TVA) to U.S. NRC, "Watts Bar Nuclear Plant, Units 1 and 2, Application to Adopt 10 CFR 50.69, 'Risk-nformed Categorization and Treatment of Structures, Systems, and Components for Nuclear Power Reactors' (WBN-TS-17-24),"

dated November 29, 2018 (ADAMS Accession No. ML18334A363)

[82] Letter from M.L. Marshall (NRC) to B.C. Hanson (Exelon Generation Company, LLC),

"Calvert Cliffs Nuclear Power Plant, Units 1 and 2 - Issuance of Amendment Nos. 332 and 310 Risk-Informed Section Categorization and Treatment of Structures, Systems, and Components For Nuclear Power Reactors (EPID L-2018-LLA-0482)," dated February 28, 2020 (ADAMS Accession No. ML19330D909)

[83] Letter RS-20-139 from P.R. Simpson (Exelon Generation Company, LLC) to U.S. NRC, "Response to Request for Additional Information Regarding License Amendment Requests to Adopt TSTF-505, Revision 2, and 10 CFR 50.69," dated November 24, 2020 (ADAMS Accession No. ML20329A433)

RS-23-060, QCNPS Application to Adopt 10 CFR 50.69 Attachment 1 Page 34 of 65 Attachment 1: List of Categorization Prerequisites CEG has established procedure(s) for use within the fleet for the use of the categorization process on a plant system. These CEG fleet procedures will be implemented at QCNPS prior to the use of the categorization process at QCNPS. The fleet procedures to be implemented at QCNPS contain the elements/steps listed below.

Integrated Decision-Making Panel (IDP) member qualification requirements.

Qualitative assessment of system functions. System functions are qualitatively categorized as preliminary High Safety Significant (HSS) or Low Safety Significant (LSS) based on the seven criteria in Section 9 of NEI 00-04 (see Section 3.2 of the enclosure). Any component supporting an HSS function is categorized as preliminary HSS. Components supporting an LSS function are categorized as preliminary LSS.

Component safety significance assessment. Safety significance of active components is assessed through a combination of Probabilistic Risk Assessment (PRA) and non-PRA methods, covering all hazards. Safety significance of passive components is assessed using a methodology for passive components.

Assessment of defense-in-depth (DID) and safety margin. Safety-related components that are categorized as preliminary LSS are evaluated for their role in providing DID and safety margin and, if appropriate, upgraded to HSS.

Review by the IDP. The categorization results are presented to the lDP for review and approval. The lDP reviews the categorization results and makes the final determination on the safety significance of system functions and components.

Risk sensitivity study. For PRA-modeled components, an overall risk sensitivity study is used to confirm that the population of preliminary LSS components results in acceptably small increases to core damage frequency (CDF) and large early release frequency (LERF) and meets the acceptance guidelines of Regulatory Guide 1.174, Revision 2.

Periodic reviews are performed to ensure continued categorization validity and acceptable performance for those SSCs that have been categorized.

Documentation requirements per Section 3.1.1 of the enclosure.

RS-23-060, QCNPS Application to Adopt 10 CFR 50.69 Attachment 2 Page 35 of 65 Attachment 2: Description of PRA Models Used in Categorization Units Model Baseline CDF Baseline LERF Comments Full Power Internal Events &Internal Flooding PRA Model QC118AD Model 3.9E-6/yr (Unit 1) 2.4E-7/yr (Unit 1) 2021 FPIE (Unit 1) Application 1 and 2 Specific Model QC118AD Model 3.9E-6/yr (Unit 2) 2.4E-7/yr (Unit 2) (ASM)

(Unit 2)

Fire Model QC118AFF1 3.8E-5/yr (Unit 1) 3.2E-6/yr (Unit 1) 2021 Fire PRA Model (Unit 1) Application 1 and 2 Specific Model QC218AFF1 4.3E-5/yr (Unit 2) 3.5E-6/yr (Unit 2) (ASM)

Model (Unit 2)

RS-23-060, QCNPS Application to Adopt 10 CFR 50.69 Attachment 3 Page 36 of 65 Attachment 3: Disposition and Resolution of Open Peer Review Findings and Self-Assessment Open Items There are no partially resolved or open peer review findings or self-assessment open items for the QCNPS Internal Events and Internal Flooding PRA Model.

There are no partially resolved or open peer review findings or self-assessment open items for the QCNPS Fire PRA (FPRA) Model. There is one open finding related only to documentation, specifically that detailed descriptions of significant contributors including cutsets, accident sequences, etc., were not provided. This F&O is addressed by and resolved in the FPRA documentation prepared for the model used in support of this license amendment request (LAR). Detailed descriptions of significant cutsets, accident sequences, etc. were added to the documentation; however, a formal F&O closure review has not been completed for this remaining finding.

RS-23-060, QCNPS Application to Adopt 10 CFR 50.69 Attachment 4 Page 37 of 65 Attachment 4: External Hazards Screening Screening Result External Hazard Screening Screened?

Criterion Comment (Y/N)

(Note a)

Acceptance criterion 1.A of Standard Review Plan 3.5.1.6 (Reference [44])

states the probability is considered to be less than an order of magnitude of 10-7 per year by inspection if the plant-to-airport distance D is between 5 and 10 statute miles, and the projected annual number of operations is less than 500 D2, or the plant-to-airport distance D is greater than 10 statute miles, and the projected annual number of operations is less than 1000 D2 (PS2, PS4).

Per the IPEEE (Reference [45]), the closest airport to the plant is the Clinton PS2 Municipal Airport, a small, public, general aviation facility located approximately Aircraft Impact Y 9 miles north-northwest of the plant. Airport data (Reference [46]) shows the PS4 annual options from this airport is less than 12,000 which is less than 500 D2 (PS2, PS4).

Quad Cities International Airport, about 21 miles southwest of the plant, is the nearest airport with scheduled commercial air service. Airport data (Reference [47]) shows the annual operations from this airport to be less than 29,000 which is less than the 1000 D2 criteria (PS2, PS4).

Based on this review, the aircraft impact hazard is considered negligible.

The mid-western location of the plant precludes the possibility of an avalanche.

Avalanche Y C3 Based on this review, the avalanche hazard can be considered negligible.

Per UFSAR Section 9.2.1.4 (Reference [48]), piping and heat exchanger intrusion by bivalves (such as Asiatic Clams and Zebra Mussels) has been Biological Event Y C1 identified as a potential hazard to the QCNPS RHR service water and diesel generator cooling water systems. QCNPS has implemented a program to trend

RS-23-060, QCNPS Application to Adopt 10 CFR 50.69 Attachment 4 Page 38 of 65 Screening Result External Hazard Screening Screened?

Criterion Comment (Y/N)

(Note a) flow blockage characteristics. This information is used to ensure flow blockage will not occur in safety-related systems using river water. The program includes:

Periodic inspection of the intake bays.

Periodic flushing of infrequently used or stagnant lines in safety-related service water systems.

Annual water and substrate sampling.

Periodic testing, inspection and cleaning of safety-related heat exchangers.

Periodic inspection of high-flow and low-flow service water piping for corrosion, erosion, silting and biofouling.

A long-term program for ultrasonic test examination of cooling water lines associated with safety-related heat exchangers.

Corrosion coupons installed in DGCW and RHRSW piping.

Based on this review, the biological events hazard can be considered negligible.

Coastal erosion is a slowly developing event and could be mitigated or adequately responded to (C5).

Also, per UFSAR Section 2.4.4 (Reference [48]) the entire intake flume from the crib house to the river's edge is stripped out to the natural rock which is approximately elevation 557 feet. The natural river bottom between the river's C1 edge and the main river channel varies in elevation from elevation 557 feet to Coastal Erosion Y elevation 565 feet, thus preventing a direct flow of water from the main channel C5 to the crib house during a broken dam condition.

UFSAR Section 3.7.3.3.3 states that the retaining wall was analyzed for both an OBE and a DBE. The resulting stresses were below the allowables for both cases.

RS-23-060, QCNPS Application to Adopt 10 CFR 50.69 Attachment 4 Page 39 of 65 Screening Result External Hazard Screening Screened?

Criterion Comment (Y/N)

(Note a)

UFSAR Section 3.7.3.3.4 states that the earth embankment was found to be capable of resisting the sliding effects during an SSE for all three cases considered. The cases were (1) circular sliding surface; (2) plane sliding surface; and (3) block sliding horizontally (C1).

Based on this review, the coastal erosion hazard can be considered negligible.

Drought is a slowly developing hazard allowing time for orderly plant reductions, including shutdowns.

Drought Y C5 Based on this review, the drought hazard can be considered negligible.

The external flooding evaluation was performed and documented in the Flood Hazard Reevaluation Report (Reference [49]) and the Integrated Assessment (IA) Report (Reference [50]). The NRC confirmed in its review of the IA (Reference [51]) that QCNPS has appropriately addressed plant vulnerabilities to external flooding and will not require additional safety enhancements since mitigating strategies (FLEX) remain feasible (per Reference [52]) for the reevaluated flood hazard and effective protection of Key Safety Functions C1 (KSFs) have been demonstrated for higher likelihood flooding scenarios.

External Flooding Y PS4 There are only two external flood causing mechanisms that pose a challenge to the site that required additional screening: 1) Local Intense Precipitation (LIP) and 2) the combination of PMF, upstream hydrologic dam failure, and coincident wind/wave action. The LIP mechanism does not pose a challenge to the plant once six temporary barriers are installed around the power block reliably preventing water from entering the buildings. Table A4-1 includes a list of LIP flood barriers credited for screening this hazard. (C1)

RS-23-060, QCNPS Application to Adopt 10 CFR 50.69 Attachment 4 Page 40 of 65 Screening Result External Hazard Screening Screened?

Criterion Comment (Y/N)

(Note a)

For the combined effects floods, a probabilistic flood hazard analysis was performed to characterize the frequency of floods exceeding plant grade and the LIP barriers. Refer to Figure A4-2.

Following minor revisions to QCOA 0010-16 (Reference [53]), the LIP barriers will be installed prior to the arrival of flood waters from the combined event protecting the plant up to an elevation of 599.0 which equates to a frequency of approximately 5E-8/yr and is considered Scenario 2. The frequency of water exceeding plant grade of 595.0 is conservatively assumed to be 2E-6/yr and is considered Scenario 1. The frequency of floods exceeding 595.0' but less than 599.0' is defined as the difference between Scenario 1 and 2 frequencies and is 1.95E-6/yr.

A conservative analysis of CDF was performed (Reference [54]). The analysis includes the assumption that failure to install the LIP gates and for them to not perform their designed function fails all flood mitigation and leads directly to core damage. All other mitigation capabilities, such as the CLB strategy/FLEX, temporary dams, and that the plant will be in a shutdown condition, are conservatively ignored. The installation and failure of the six barriers that require manual actions is conservatively assumed to have a failure probability of 0.3. Given the assumption of no additional mitigation capabilities, the CCDP is very conservatively estimated to be equal to the failure of the LIP gates (0.3).

When combining the CCDP with the frequency for the two scenarios of flood waters exceeding plant grade and then topping the LIP barriers, the bounding mean CDF can be estimated at 2.5E-7/yr. (PS4)

Based on this review, the risk from external flood hazard can be considered negligible and screened from further evaluation.

RS-23-060, QCNPS Application to Adopt 10 CFR 50.69 Attachment 4 Page 41 of 65 Screening Result External Hazard Screening Screened?

Criterion Comment (Y/N)

(Note a)

Section 5.2.1 of the IPEEE (Reference [45]) documents the screening of high winds and tornadoes; the screening is based on design information from UFSAR Section 3.3 (Reference [48]). Section 3.3.2.1 of the IPEEE provides the design parameters for tornado loadings, which include 300 mph tangential velocity, 60 mph translational velocity and a pressure drop of 3 psi in 3 seconds.

Tornado wind speeds and design pressures bound straight winds for most plant structures, including the exterior concrete walls of the reactor building, turbine building, control room, and steel superstructure of the reactor building and turbine building. However, per Section 3.3.1.1.2 of the UFSAR, the concrete chimney can only withstand wind pressures up to 217 mph.

Tornado wind speed hazard curve information for QCNPS is provided in Table 6-1 of NUREG/CR-4461, Revision 2 (Reference [55]). Based on the Extreme Wind or Enhanced Fujita (EF)-scale, the wind speed for the 1E-6 annual exceedance Y PS4 Tornado probability (AEP) is 202 mph. Comparable 1,000,000 year Mean Recurrence Interval (MRI) tornado wind speeds from the ASCE 7 Hazard Tool (Reference [56]) are less than 200 mph. Therefore, the frequency of the design tornado wind speed for Class I structures is much less than 1E-6/yr and the frequency of winds that could cause the failure of the concrete chimney are also less than 1E-6/yr. Thus, wind pressure effects can be screened using Criterion PS4.

Although QCNPS conforms to its design basis and licensing basis for tornado missiles, there are several risk significant SSCs (e.g., DG intake and exhaust pipes, certain safety-related switchgear, and various electrical cables) that are not protected from all tornado missiles. Because of this, conservative tornado missile risk models were developed for both units. The models use the ASCE 7 Hazard Tool data to determine the hazard curve along with conservative failure probabilities and assumptions (e.g., loss of offsite power with no recovery,

RS-23-060, QCNPS Application to Adopt 10 CFR 50.69 Attachment 4 Page 42 of 65 Screening Result External Hazard Screening Screened?

Criterion Comment (Y/N)

(Note a) guaranteed failure of the SBO DGs). Estimates for CDF for both units were less than 1E-6/yr and LERF was estimated to be much less than 1E-7/yr. Therefore, the tornado missile hazard can also be screened using Criterion PS4.

The principal effects of such events (such as freezing fog) would be to cause a loss of off-site power, which is addressed in weather-related LOOP scenarios in Fog Y C4 the FPIE PRA model for QCNPS.

Based on this review, the fog hazard can be considered negligible.

Per IPEEE Table 5-1 (Reference [45]), the site landscaping and lack of forestation prevent such fires from posing a threat to QCNPS (C3).

C3 Forest or Range In addition, forest fires originating from outside the plant boundary may cause a Y

Fire loss of offsite power event, which is addressed for grid-related LOOP scenarios C4 in the FPIE PRA model for QCNPS (C4).

Based on this review, the forest fire hazard can be considered negligible.

The principal effects of such events would be to cause a loss of off-site power, which is addressed for weather-related LOOP scenarios in the FPIE PRA model Frost Y C4 for QCNPS.

Based on this review, the frost hazard can be considered negligible.

The principal effects of such events would be to cause a loss of off-site power, which is addressed for weather-related LOOP scenarios in the FPIE PRA model C1 for QCNPS (C4).

Hail Y C4 Flooding impacts are covered under External Flooding/Intense Precipitation (C1).

RS-23-060, QCNPS Application to Adopt 10 CFR 50.69 Attachment 4 Page 43 of 65 Screening Result External Hazard Screening Screened?

Criterion Comment (Y/N)

(Note a)

Based on this review, the hail hazard can be considered negligible.

Per UFSAR Section 1.2.1 (Reference [48]), the design of components important to safety of the units and the station includes allowances for environmental phenomena (C1).

Per UFSAR Section 9.2.5.3 (Reference [48]), recirculation of the ultimate heat sink (UHS) volume would result in elevated RHRSW and DGCW temperatures.

The worst-case scenario would be a dam failure during the summer months with a river temperature of 95°F and minimum evaporative cooling. Assuming a conservative UHS volume of 2.15 million gallons of water, 5100 gpm of makeup from the portable pumps and 24 hours2.777778e-4 days <br />0.00667 hours <br />3.968254e-5 weeks <br />9.132e-6 months <br /> of shutdown time on the main condenser, C1 this results in a maximum RHRSW and DGCW inlet temperature of 109°F. This High Summer would be sufficient for each unit to operate one RHR pump, one RHR heat Y C4 Temperature exchanger, one RHRSW pump and one DGCW pump for a total flow of approximately 10,000 gpm for cooling (C1).

C5 In addition, continuous use procedure QCOP 0010-10, "Required Hot Weather Inspections" (Reference [57]) contains guidance for inspections of various plant locations and equipment during hot weather conditions (C5).

Plant trips due to this hazard are covered in the definition of another event in the PRA model (e.g., transients, loss of condenser) (C4).

Based on this review, the high summer temperature hazard can be considered negligible.

RS-23-060, QCNPS Application to Adopt 10 CFR 50.69 Attachment 4 Page 44 of 65 Screening Result External Hazard Screening Screened?

Criterion Comment (Y/N)

(Note a)

Since the site is located on the Mississippi River, the high tide hazard does not High Tide, Lake apply.

Level, or River Y C3 Stage Based on this review, the high tide hazard can be considered negligible.

Hurricanes are extreme tropical storms that originate offshore and as such do not reach QCNPS due to the mid-western location of the site.

Hurricane Y C3 Based on this review, the hurricane hazard can be considered negligible.

UFSAR Section 2.4.7 (Reference [48]) discusses ice cover. An ice-melting line is tied into the side of the discharge flume upstream of a weir with a top elevation at 574.75 feet. This line is a 96-inch diameter pipe with a bottom elevation at that point of 557 feet. A gate is provided in this line for shutoff. The ice-melting line runs into and across the intake flume and is provided with four outlets having a bottom elevation of 558 feet. During frozen conditions, the C1 circulating water system would be in service, and the ice melting line would Ice Cover Y normally be opened enough to keep the intake forebay free of ice (C1).

C4 The principal effect of ice cover events would be to cause a loss of off-site power event, which is addressed for weather-related LOOP scenarios in the FPIE PRA model for QCNPS (C4).

Based on this review, the ice cover hazard can be considered negligible.

Per the IPEEE (Reference [45]), and UFSAR Section 2.2 (Reference [48]), there are no military facilities within a 5-mile radius of QCNPS (C3).

Industrial or C1 Military Facility Y UFSAR Section 2.2 further states that within a 5-mile radius of QCNPS, the Accident C3 general character of land use is rural, comprised of scattered villages and homes, except for two industrial areas.

RS-23-060, QCNPS Application to Adopt 10 CFR 50.69 Attachment 4 Page 45 of 65 Screening Result External Hazard Screening Screened?

Criterion Comment (Y/N)

(Note a)

The industrial areas located within a 5-mile radius of include the Cordova Industrial Park, which has the nearest major industrial tenant, the Minnesota Mining and Manufacturing (3M) plant, a chemical company situated 1 1/2 miles from the site. There is also the CF Industries Chemical complex, located 3.1 miles north of the site.

Per UFSAR Section 2.2.2, none of the operations at Cordova Industrial Park pose an explosion, explosive shock, resulting missiles, or toxic fumes release threat to QCNPS. Furthermore, there is no chlorine gas used in the area (C1, C3).

In addition, to mitigate the impact of an industrial facility accident, QCOA 0010-17, "Toxic Gas/Chemical Release from Nearby Facilities" (Reference [58]) includes automatic (control room ventilation system isolation) and subsequent operator actions (don air packs, obtain temporary ventilation, etc.).

v t e Letter Sequence Request
EPID:L-2023-LLA-0084, TSTF 505 (Open)
Initiation Acceptance, Acceptance Administration Questions Answers Results Approval... Other: ML23319A334
MONTHYEAR2023-11-20 [Table View]

RS-23-060, Application to Adopt 10 CFR 50.69, Risk-Informed Categorization and Treatment of Structures, Systems, and Components for Nuclear Power Reactors

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RS-23-060, Application to Adopt 10 CFR 50.69, Risk-Informed Categorization and Treatment of Structures, Systems, and Components for Nuclear Power Reactors

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