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| number = ML090690458 | | number = ML090690458 | ||
| issue date = 03/09/2009 | | issue date = 03/09/2009 | ||
| title = | | title = Response to Request for Additional Information Regarding Severe Accident Mitigation Alternatives for Kewaunee Power Station License Renewal Application | ||
| author name = Hartz L N | | author name = Hartz L N | ||
| author affiliation = Dominion, Dominion Energy Kewaunee, Inc | | author affiliation = Dominion, Dominion Energy Kewaunee, Inc |
Revision as of 03:41, 17 April 2019
ML090690458 | |
Person / Time | |
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Site: | Kewaunee |
Issue date: | 03/09/2009 |
From: | Hartz L N Dominion, Dominion Energy Kewaunee |
To: | Document Control Desk, Office of Nuclear Reactor Regulation |
References | |
09-028 | |
Download: ML090690458 (107) | |
Text
Dominion Energy Kewaunee, Inc.01'1)i)omin;on Boulevard, Clen AII,'n, VA March 9, 2009 United States Nuclear Regulatory Commission Attention:
Document Control Desk Washington, DC 20555-0001 Serial No.: 09-028 LR/DEA RO Docket No.: 50-305 License No.: DPR-4:3 DOMINION ENERGY KEWAUNEE, INC.KEWAUNEE POWER STATION RESPONSE TO REQUEST FOR ADDITIONAL INFORMATION REGARDING SEVERE ACCIDENT MITIGATION ALTERNATIVES FOR KEWAUNEE POWER STATION LICENSE RENEWAL APPLICATION By letter dated January 8, 2009, the NRC requested additional information regarding the license renewal application (LRA)for Kewaunee Power Station.The attachment to this letter contains the responses to the request for additional information regarding severe accident mitigation alternatives (SAMA)for Kewaunee Power Station.Should you have any questions regarding this submittal, please contact Mr.Paul C.Aitken at (804)273-2818.Very truly yours,'--,,\}'I/'/')
, I I Leslie N.Hartz ,V Vice President-Nuclear Support Services COMMONWEALTH OF VIRGINIA COUNTY OF HENRICO The foregoing document was acknowledged before me, in and for the County and Commonwealth aforesaid, today by Leslie N.Hartz, who is Vice President-NuclearSupport Services of Dominion Energy Kewaunee, Inc.She has affirmed before me that she is dUly authorized to execute and file the foregoing document in behalf of that Company, and that the statements in the document are true to the best of her knowledge and belief.Acknowledged before me this-ilih day of_bJ\().Yc1J ,2009.My Commission Expires:__
__Qlsih-Serial No.: 09-028 Docket No.: 510-305 Response to Request for Additional Information Page 2 of 3
Attachment:
Response to Request for Additional Information Regarding the Analysis of Severe Accident Mitigation Alternatives for Kewaunee Power Station (KPS).Commitments made in this letter: 1.The concurrent implementation of SAMAs 81, 160, 166 and 167 will be further reviewed as part of Dominion's ongoing performance improvement programs.2.The implementation of temporary screenhouse ventilation will be further reviewed as part of Dominion's ongoing performance improvement programs.
Serial No.: 09-028 Docket No.: 50-305 Response to Request for Additional Information Page 3 of 3 cc: U.S.Nuclear Regulatory Commission Regional Administrator, Region III 2443 Warrenville Road Suite 210 Lisle, IL 60532-4532 Mr.P.S.Tam, Senior Project Manager U.S.Nuclear Regulatory Commission One White Flint, Mail Stop 08-H4A 11555 Rockville Pike Rockville, MD 20852-2738 Ms.S.L.Lopas Environmental Project Manager U.S.Nuclear Regulatory Commission Mail Stop 0-11 F1 Washington, DC 20555-0001 Mr.Q.S.Hernandez License Renewal Project Manager U.S.Nuclear Regulatory Commission Mail Stop 0-11 F1 Washington, DC 20555-0001 NRC Senior Resident Inspector Kewaunee Power Station N490 Highway 42 Kewaunee, WI 54216 Public Service Commission of Wisconsin Electric Division P.O.Box7854 Madison, WI 53707 Mr.David Zellner Chairman-Town of Carlton N2164 County B Kewaunee, WI 54216 Serial No.: 09-028 Response to Request for Additional Information Attachment ATTACHMENT RESPONSE TO REQUEST FOR ADDITIONAL INFORMATION REGARDING THE ANALYSIS OF SEVERE ACCIDENT MITIGATION ALTERNATIVES FOR KEWAUNEE POWER STATION (KPS)KEWAUNEE POWER STATION DOMINION ENERGY KEWAUNEE, INC.
Serial No.: 09-028 Response to Request for Additional Information Attachment!
Page 1 of 103 Introduction By letter dated January 8,2009, the NRC requested additional information regarding the license renewalapplicationfor KPS.Each question and associated response is provided below.NRC RAI1 Provide the following information regarding the Probabilistic Risk Assessment (PRA)models used for the Severe Accident Mitigation Alternative (SAMA)analysis: a.The first paragraph of Section F.2.1 states that logic changes were made to the Level 1 model to address internal flooding related design changes planned for completion prior to the license renewal period.Describe these'design and logic changes.b.The last paragraph on page F-8 indicates that a proposed change to elevate'supply breakers would be scheduled in the future.This design change was apparently credited in the current PRA.Another change, re-routing a wire to the Turbine Building fan coil unit, has apparently been made but not included in the PRA used for the SAMA analysis.However, a related discussion in Section F.7.6 implies that at least a portion of the planned breaker modification has been made.Provide additional details regarding design changes, the associated PRA models, and the estimated date for the breaker modification, if it is still planned.c.On page F-9, it is stated that station blackout (SBO)contributes 13.6%of the'core damage frequency (CDF), while in Items 16 and 29 (and others)of Table'F-3 it is stated that SBO contributes 4.3%of the CDF.Confirm which value is correct.d.The CDF increased by a factor of 24 from the 8/2003 model to the 1212004 model and then decreased by a factor of almost 10 in the K101AASAMA model, all subsequent to the Westinghouse Owners Group (WOG)peer review.Discuss the major reasons for the large increase and decrease in CDF, with particular attention to the evolution of the internal flooding model.e.One of the unresolved WOG Peer Review Fact and Observations (F&Os)is: related to not treating loss of ventilation as a unique initiating event.The!discussion of this F&O (lE-1)in Table F-5 indicates that manual shutdown may be required for loss of certain ventilation systems and that these events: are subsumed in the reactor trip with main feedwater initiating event.This latter initiating event will presumably have all HVAC initially operating normally rather than having a failure that caused the manual shutdown, and Serial No.: 09-028 Response to Request for Additional Information AttachmenU Page 2 of 103 the likelihood of a random HVAC failure during this event would be small.Justify that treatment of a loss of ventilation initiating event in this manner is appropriately bounding, and would not adversely impact the identification ot HVAC-related SAMAs.f.KPS License Amendment Request 242 of September 11, 2008 provides information on the K107Aa PRA model of July 15, 2008, which post-datesPRA version used for the SAMA analysis.The CDF and large early frequency (LERF)reported therein are approximately half of the values inSAMA PRA.An independent assessment of the K107Aa PRA against the, supporting requirements of the ASME PRA standard was also brief/)'described.
i.Provide the principal reasons for the reduction in CDF from the SAMA PRA to the K107Aa PRA, and address the impact of these changes on thE!SAMA analysis.ii.Identify who performed the independent assessment and discuss thE!impact that any unmet supporting requirements might have on the SAMA analysis.iii.Confirm whether a review of the importance analysis for the K107Aci model leads to the identification of any additional potentially cost**beneficial SAMAs.g.In a June 17, 2005 submittal on risk-informed in-service inspection, response to RAI 3.7 indicated that 6 weaknesses were identified in the IPE.Confirm that none of these items remain applicable to the PRA used forSAMA assessment.
h.Provide a more detailed description of the Level 1 and 2 PRA update process, the quality control of PRA model changes, and the independent review and approval of the PRA model update documentation mentioned at the end of Section F.2.5 (including scope of review, independence of reviewers, ami documentation of review comments).
i.The contributions to CDF by initiating event given in Table F-1 total only 77%of the CDF.Characterize the remaining 23%as to initiator or initiator type ami any noteworthy attributes.
Dominion Response to RAI 1 Response to 1.a As stated in LRA Appendix E, Attachment F, Section F.2.1, changes to the Level'1 model included incorporating logic changes needed to address internal flooding-related design changes that were discussed with the NRC on November 30, 2006[ADAMS Serial No.: 09-028 Response to Request for Additional Information Attachment!
Page 3 of 103 Accession Number ML063460495].
As further stated in Section F.2.1 (fifth paragraph), three of the four design changes have been completed.
Each of the design changes and associated logic changes are described below.1.Replacement of Fire Door 8 The first design change replaced the fire door (door 8)separating the Auxiliary Building basement from safeguards alley with a watertight door.The fire door used for door 8 in the original plant design would have failed if the water level in the Auxiliary Building basement reached four feet in depth.Failure of door 8 would have resulted in a surge of water into safeguards alley from the Auxiliary Building.This surge of water was assumed to fail both trains of safety-related 480 VAC buses and result in core damage.In the June 2006 internal flooding PRA model, flooding events were evaluated for the potential to result in the accumulation of four feet of water in the Auxiliary Building basement.For each potential flooding event, failure to isolate the flood source before releasing a volume of water capable of threatening door 8 was included in an event tree sequencethatdirectly resulted in core damage.After installation of watertight door 8, propagation of water from the Auxiliary Building basement directly to safeguards alley would not be credible.Therefore, these direct-to-core-damage sequences were eliminated.
2.Installation of flood detection instrumentation in Auxiliary Building basement The second design change installed flood detection instruments in the Auxiliary Building basement.In the June 2006 internal flooding PRA model, cues for flooding in the Auxiliary Building were provided by indirect indications such as high deaerated drain tank level or low refueling water storage tank (RWST)level.Since only indirect: indications of flooding were available, operator actions to isolate such floods were delayed by the amount of time needed to transition between the procedures and the time necessary to determine that flooding was in progress.With the addition of the new flood detection instruments, alarm response procedures now direct immediate!
investigation should one of the alarms actuate and also direct rapid transition to procedures needed to isolate and mitigate an Auxiliary Building flood.These procedurall changes have been incorporated into the human reliability analysis (HRA)and human error probability calculations for flood isolation.
3.Installation of spray shields on service water piping in safeguards alley The third design change incorporated into the PRA model was the installation of spray shields on service water piping in safeguards alley.Specifically, spray shields were installed to protect A-train switchgear from a leak in B-train service water piping and to protect B-train switchgear from a leak in A-train service water piping.These spray shields are designed for pipe leaks of up to 100 gpm, which is within the capacity of the area floor drains.In the June 2006 internal flooding PRA model, spray from any leak was assumed to fail all equipment located in the room where the leak occurred.The addition of spray shields on the service water piping prevents spray from a smalll Serial No.: 09-028 Response to Request for Additional Information Attachment!
Page 4 of 103 (less than 100 gpm)leak on the shielded pipe from impacting and failing equipment in the room.Fault tree models for equipment located in safeguards alley were changed to eliminate spray-induced failures caused by small leaks on shielded pipes.4.Raise certain circuit breakers The fourth design change, which has not been implemented, would raise the elevation of the supply circuit breakers for certain safety-related MCCs from breaker cubicles located in cubicles at the bottom of their associated buses (floor level)to breaker cubicles located higher in the main 480 VAC buses.For Kewaunee, the 480 VAC circuit breakers in the main safety-related buses (buses 51, 52, 61, and 62)would fail open when the water level in the 480 VAC switchgear rooms reaches 2.75 inches.Circuit breakers 15206 and 16206 are located in the bottom of their associated buses and supply key safety-related MCCs.For the June 2006 internal flooding PRA model, the failure probability of operator action to isolate flooding events was calculated using the release time for the volume of water needed to raise the level in the 480 VAC switchgear rooms to 2.75 inches.At that time, breakers located on the bottom of the buses were assumed to fail open.Raising these circuit breakers to a higher elevation breaker cubicle ensure that the breakers would remain available until the water level reached 11 inches in the 480 VAC switchgear rooms.The HRA for operator actions to isolate flood events that could propagate between rooms in safeguards alley wereevaluated to consider the additional time available to isolate flooding before a level of 11 inches was reached and the new failure probability values for these events were included in the quantification.
Response to 1.b A design change to move breakers 15206 and 16206 from the bottom row of breakers on buses 52 and 62, respectively, has not been completed.
Current plans are to raise breaker 16206 during the next available opportunity that would require bus 62 to beenergized.
Since the benefit of raising 15206 is much lower than that of 16206, breaker 15206 will not be raised.Relocation of breaker 16206 was included in the model used for the SAMA analysis, but is not in the current Kewaunee internal events PRA model (K107Aa).An additional change, to re-route a wire connecting the supply breaker for Turbine Building basement fan coil unit B and auxiliary relays, was completed in 2008.This change is not included in the model used for the SAMA analysis, but is included in the current PRA model.The relocation of breakers 15206 and 16206 was proposed in 2006 to reduce the flooding risk to these breakers.A flood height of 2.75 inches is assumed to disable all breakers in the bottom row of the panel.The remaining breakers do not fail until the buswork is submerged, at 11 inches.The affected breakers supply power to certain safety-related equipment that is important in the PRA model.The primary benefit of the proposed modification was to reduce risk due to flooding from pipe breaks in the A-train Serial No.: 09-028 Response to Request for Additional Information Attachment!
Page 5 of 103 emergency diesel generator room, which would propagate to the adjacent 480 VAC switchgear rooms to a height above 2.75 inches.Subsequent to the proposed design change, but before the K101AASAMA model (used for the SAM A analysis)was completed; model changes were made that reduced the importance of the proposed breaker relocation.
In the K101AASAMA model, raisingl breakers 15206 and 16206 results in a core damage frequency (CD F)reduction of 2%(from 7.9E-5/yr to 7.7E-5/yr).
The important basic events most impacted are turbine driven auxiliary feedwater pump failures and floods in the A-train emergency diesell generator room.The current Kewaunee internal events PRA model (K1 07 Aa), which does not includE!raising of the breakers, has a CDF of 4.8E-5/yr.
This is 38%lower than the K101AASAMA model CDF (7.7E-5/yr).
The K107Aa model includes the re-routing of a wire between the breaker for Turbine Building fan coil unit B and auxiliary relays to ensure it is not submerged.
The K107Aa model also includes model enhancements to remove certain conservatisms.
The CDF decrease shows that other improvements have more than offset the small reduction in CDF due to raising of the breakers.With regard to changes in importances, the importances from the K101AASAMA model are evaluated in the response to question 1.f.iii.Response to 1.c The SBO contribution of 13.6%of the CDF on page F-9 is incorrect.
The correct value for the SBO contribution to the CDF is 4.3%, as indicated in LRA Appendix E, Attachment F, Table F-3.Response to 1.d The primary difference between the 8/2003, 12/2004, and K101AASAMA models is associated with the flood risk.The 8/2003 model used a flood model that had very little difference from the IPE and resulted in a flooding CDF of 3.6E-7/yr.
The 12/2004 model was a conservative model created to bound actual floodinU conditions until a best-estimate model could be developed.
The 12/2004 model incorporated the following:
- Consideration of piping failures up to the maximum flow rate.*Evaluation of flow through drain lines and under doors for the entire event.*Evaluation of flood isolation from a human reliability perspective.
- Use of EPRI Report TR-102255,"Pipe Failure Study Update", to generate updated flooding frequencies.
- Examination and modeling of spray as a failure mode, as applicable.
Serial No.: 09-028 Response to Request for Additional Information AttachmenU Page 6 of 103 This model resulted in a flooding CDF of 6.8E-4/yr, with the majority of the risk due!to the following two scenarios:
- Rupture of a condenser expansion joint with flood water propagating to safeguards alley via floor drains and under doors.*Break of safety injection piping from the refueling water storage tank joint with flood water propagating through a failed door into safeguards alley.In 2005, check valves were installed in drain lines, flood barriers were built around doors from the Turbine Building basement to safeguards alley, and instrumentation was installed which automatically trips the circulating water pumps on high flood level in the Turbine Building.These modifications resulted in an overall decrease in CDF and Wl3re credited in the K101AASAMA model along with the changes discussed in LIRA Appendix E, Attachment F, Section F.2.1.Other changes that were reflected in the K1 01AASAMA model include:*Use of EPRI Report EPRI 1012302, Final Report, Revision 1,"Pipe Rupture Frequencies for Internal Flooding PRAs," which accounts for the size of the break to generate updated flooding frequencies.
- Breakdown of flooding initiating events into small, moderate, and large sizes to address the differences in isolation timing.*Recalculation of (failure to isolate)probabilities based on more realistic estimates for time to perform the required actions and time to equipment damage.*Explicit inclusion of spray for all scenarios except those deterministically evaluated to not be spray scenarios.
- Walkdown and examination of all significant piping flood sources in the plant for inclusion in the model.The flooding CDF for the K1 01AASAMA model is 4.5E-5/yr.
Response to 1.e A loss of ventilation initiating event would be a slowly developing event, which would allow time for a controlled shutdown.Operators would declare a safety-related component inoperable if its design ambient air temperature cannot be maintained.
For events only affecting one train of safeguards equipment, operators would have up to the Technical Specification Allowed Outage Time of the most limiting system to take action to provide ventilation.
Procedural guidance exists for the required operator actions to restore ventilation in time to prevent a plant shutdown.For loss of ventilation events that affect both trains of safeguards equipment, operators would implement the Serial No.: 09-02Ei Response to Request for Additional Information Attachment!
Page 7 of 103 Technical Specification standard shutdown sequence.The Technical Specification standard shutdown sequence requires a controlled shutdown that would not put as much stress on the plant as a reactor trip.Equipment that is needed during power operations and equipment required duringl recovery from a reactor trip or accident are in different plant locations (primarily the TurbineBuildingfor power operations; and safeguards alley, the Auxiliary Building, the emergency diesel generator rooms, etc.for recovery from a trip or accident).
Duringl power operations, the basement of the Turbine Building gets hot, so there is a potential for equipment required to keep the plant on-line to fail if the ventilation fails.Such a failure could result in a trip, which would not be significantly different from a normal transient, since safety-related equipment (located in other areas)would not be affected, and the main source of heat to the Turbine Building (steam filled lines)wouldsignificantly reduced due to the reactor trip.Conversely, the plant areas with safety-related equipment (safeguards alley, the Auxiliary Building, the emergency diesel generator rooms, etc.)remain cool normal operations.
The limiting temperatures for these areas are post-accident temperatures rather than normal operating temperatures.
Therefore, the HVAC failure would not be the initiating event, but would be a supporting system during recovery from another initiating event.The ventilation systems are modeled as a support system for equipment requiring ventilation.
Therefore, loss of ventilation does not need to be modeled as an initiator at Kewaunee.Response to 1.f.i Identified below are changes that were made between the time of the K101AASAMA PRA model and the current revision of the PRA model (K1 07 Aa): 1.Incorporation of several minor corrections.
2.Update of the basic event database, which was completed in 2007.3.Update to the internal flooding hazard contribution based on evaluation of the"asinstalled"configuration of the plant modifications described in the K101AASAMA model.4.Change of the flooding failure height for the breaker to Turbine Building basement fan coil unit B from 3 inches to 7.5 inches to reflect a wiring change in the plant.5.Revision of the flooding initiating event frequencies for service water piping in the A*train emergency diesel generator room by creating a new initiator for piping from the Turbine Building header.6.Addition of Auxiliary Building normal ventilation as a backup to Auxiliary safeguards ventilation.
7.Addition of Turbine Building basement ventilation as a support system for station and instrument air compressor G.
Serial No.: 09-028 Response to Request for Additional Information Attachment!
Page 8 of 18.Addition of Screen house ventilation to the model as a support system for water.Of these changes, the majority of the risk reduction was due to items 2 and 4 above" The database update (item 2 above)resulted mostly in decreases to component failurE!probabilities.
The largest effect was in the Auxiliary Feedwater System, where lower failure rates resulted in a decrease of importance.
The change to the flooding failure height for the Turbine Building basement fan coil unit B breaker (item 4 above)resulted in a decreased importance for service water train A floods in the Auxiliary Building" These floods result in a loss of all safeguards alley ventilation if the breaker toTurbine Building fan coil unit B fails due to submergence.
The aggregate effects of the above changes are include in the tables of the response to question 1.f.iii.Table 1.f.i-1 provides the evolution of the Kewaunee PRA model from the Individual Plant Examination (IPE)to the present.Table 1.f.i-1: Kewaunee PRA Historical SummaryVersion Description/chanaes from previous model CDF LERF IPE Original IPE 6.6 x 10-5 NC Revised IPE Revised in Response to RAls, including new Human Reliability 1.1 x 10-4 NC 6/1996 Analysis 1/1997 Major changes included: 3.9 x 10-5 2.2 X 10-6-Credited operator to refill RWST-Modeled alternate cooling for air compressors 4/1998 Removed asymmetric modeling 3.6 x 10-5 1.9 X 10-6 12/2001-Converted from GRAFTER code to WinNUPRA code 4.1 x 10-5 4.8 X 10-6-Incorporated plant failure and initiating event data-Included consideration of replacement SGs.-Reviewed in 6/2002 Westinghouse Owners Group peer review 8/2003-WOG seal LOCA model incorporated 3.0 x 10-5 5.3 X 10-6-Important Human Error Probabilities reevaluated
-Level 2 success criteria updated for power uprate-Medium LOCA and ISLOCA models updated-Steam line break analysis revised to include pressurized thermal shock-Quantitative shutdown model added-Numerous peer review comments resolved Serial No.: 09-028 Response to Request for Additional Information AttachmenU Page 9 of 103 Table 1.f.i-1: Kewaunee PRA Historical Summary Version Description/changes from previous model CDF LERF 12/2004-Added need to stop safety injection following steam line break 7.2 x 10-4 5.0 X 10-6-Added dependence of letdown on component cooling water-Power recovery and 480 VAG bus cross-ties added-Success criteria updated to include power uprate-Revised internal flooding model incorporated K101A-Incorporated new internal flooding model which included plant 2.7 x 10-4 5.7 X 10-6 6/2006 changes to address flooding concerns-Incorporated revised diesel generator reliability data-Incorporated reactor coolant system cooldown and depressurization following RGP seal LOGA to avoid core damage K101AA-Incorporated flood barriers to protect RHR pumps 1.3x10-4 7.0x10-6 10/2006-Incorporated operator actions to address flooding of battery room, AFW room and switchgear room ventilation
-Incorporatedprocedurechanges addressing service water isolation-Removed other isolation conservatisms K101AASAMA One time only model for SAMA.Updates were carried through 7.7 x 10-5 9.5 X 10-6 11/2006 to future revisions as specified (8.1 x 10-5)(9.9 x 10-6)-Restructured Level 1 event trees to support revised Level 2 model-Revised service water model for some internal flooding sequences-Incorporated planned internal flooding design changes K101AB Update to K101AA 1.1 x 10-4 5.7 X 10-6 5/2007-Revised service water model for some internal flooding sequences Note: internal flooding modifications are not in this model in any form K107A Subjected to independent review 1/2008 7.6 x 10-5 9.8 X 10-6 8/2007-Updated database-Updated internal flooding model to remove conservatisms
-Restructured Level 1 event trees to support revised Level 2 model Note: internalfloodingmodifications are not in this model in any form K107Aa Updated model to"as-installed" configuration of internal 4.8 x 10-5 6.4 X'10-6 7/2008 flooding modifications included in K101AASAMA model.K107AalLRT Re-evaluated few significant conservative operator actions 4.2 x 10-5 4.9 X'10-6 7/15/2008 (4.3 x 10-5)(4.9 x 10-6)NC-Not Calculated Values in parentheses are sum of sequence frequencies and include some non-minimal cutsets Serial No.: 09-028 Response to Request for Additional Information AttachmenU Page 10 of 103 Response to 1.f.ii Using the guidance provided in NEI 05-01, Revision A,"Severe Accident Mitigation Alternatives Analysis-Guidance Document," the SAMA submittal included a description of the reviews that were performed since the IPE.For example, a Peer Review (Certification) of the Kewaunee PRA model, using the WOG Peer Review Certification Guidelines, was performed in June 2002.Also, in a continuous effort to improve PRA quality, an independent assessment of the Kewaunee PRA has been performed against the requirements of the ASME PRA standard (ASME RA-Sa-2003).
An assessment of the potential impact of"Not Met" SRs on the SAMA analysis is provided below.The independent assessment was performed by a team from Maracor Software and Engineering, Inc.(MSE)and the Dominion PRA group.The primary assessment responsibilities resided with the MSE staff, with the results of the assessment reviewed by Dominion staff.The scope of this assessment was to compare thecurrentPRA model, K1 07 Aa, against ASME RA-Sa-2003 to determine if each of the requirements of Capability Category II had been met and sufficiently documented.
The approach of the assessment was to develop a comprehensive list of all potential areas for improvement and to pursue model enhancement by conservatively characterizing a SR as"Not Met" if one or more areas for improvement were identified.
This conservative philosophy is different than that which is used for PRA model peer reviews that are performed in accordance with NEI 05-04, Revision 2,"Process for Performing PRA Peer Reviews Using the ASME PRA Standard (Internal Events)," where"findings" and"suggestions" are used to characterize such observations.
Using this conservative philosophy, the assessment characterized several SRs as not meeting Capability Category II requirements.
Based on a comparison of the findings and suggestions listed in the assessment report with the guidance in NEI 05-04, it was determined that many of the instances where a SR was indicated as"Not Met" could have been characterized as a"suggestion." Due to the scope (Le., focus on Capability Category II requirements) and the conservative nature of the assessment, the"Not Met" SRs were reviewed to:*Identify those"Not Met" SRs that do not have an impact on the risk insights provided in support of SAMA (e.g., documentation only issues).*Identify potential sensitivity studies that can be performed to ensure that the risk insights are not significantly affected by the"Not Met'findings.As a result of this review, the following conclusions were reached: 1.Most"Not Met" SR issues pertained to documentation only.A review of the"Not Met" SRs by the MSE lead engineer concluded that the majority of the"Not Met" SRs were characterized as such solely because of documentation issues.
Serial No.: 09-028 Response to Request for Additional Information AttachmenU Page 11 of 103 Enhancements to the documentation would not change the model and, therefore, would have no impact on the SAMA analysis.2.A number of"Not Met" SRs were related to initiating event identification, such as the process used to identify plant systems that have the potential to cause an initiating event.However, although new initiating events may have been identified, based on the MSE experience with these types of"Not Met" SRs for other plant IPEs, it is judged that 1)the accident progression for these potential initiating events is similar to the progression for initiating events already included in the model, and 2)the frequency of these newly identified initiating events is lower than the existing initiating event frequencies.
Therefore, the impact on the SAMA analysis (from either identification or cost points of view)is negligible.
It should be noted that one of the Initiating Event (IE)related items was concerned with not considering the specific cues that would be present for loss of HVAC events in Safeguards Alley.Several SAMA items related to HVAC in Safeguards Alley were evaluated in the SAMA analysis.Therefore, it is expected that resolving this group of"Not Met" SRs would not alter the findings of the SAMA analysis presented in LRA Appendix E, Attachment F.3.A number of additional"Not Met" SRs pertained to the Accident Sequence (AS)element.One issue that resulted in characterizing an AS-related SR as not meeting Capability Category II is that the basis for some system success criteria is not documented and that, as a result of developing the documentation, changes could occur.No expected changes or outliers were identified, so resolution of this item likely would not impact the SAMA results.Three of these"Not Met" SRs related to the completeness of accident sequence modeling, but these items were for insignificant sequences, e.g., ATWS after a LOCA.Another item was that sources of uncertainty were not documented.
Based on the discussion above, it is not expected that resolving the"Not Met" SRs that pertain to the AS element with model changes would alter the findings of the SAMA analysis presented in LRA Appendix E, Attachment F.4.A few"Not Met" SRs were assessed to have no impact on the CDF/LERF estimate.For example, the AS-A6 SR is characterized as"Not Met" because reviewers found that, although the sequence of top events shown on the event trees follows the expected accident sequence, the High Pressure Injection (HPI)node in the Station Blackout event trees follows the initiating event, but prior to secondary decay heat removal.This sequence was assessed to have a minimal impact on the CDF/LERF results on the basis that the ordering of the top events;1)was determined by the original reviewers to be adequate in almost all cases, and 2)in one instance, based on discussion with the Kewaunee PRA Engineer and a sensitivity run, the reviewers concluded that the sequence is not critical.Therefore, the sequence does not change the CDF/LERF results.5.Additional"Not Met" SRs pertained to the Systems (SY)element.These SRs were related to the need for HVAC as a support system.The Kewaunee models were changed to require HVAC for all systems unless a clear and documented basis for Serial No.: 09-028 Response to Request for Additional Information Attachment!
Page 12 of 103 not needing HVAC was available.
SAMA items related to important HVAC systems were included in the SAMA analysis.Therefore, it is not expected that resolving the"Not Met" SRs for the SY element with model changes would alter the findings of the SAMA analysis presented in LRA Appendix E, Attachment F.6.Certain"Not Met" SRs were related to identification, screening, and modeling ofinitiator operator errors.Numerous pre-initiator operator errors are included in the PRA model.Although a rigorous analysis of such events could result in the identification of additional items, pre-initiator operator errors are typically not: important to the overall PRA results so it is not expected that resolving the"Not Met" SRs for the pre-initiator Human Reliability (HR)element with the potential for model changes would alter the findings of the SAMA analysis presented in LRA Appendix E, Attachment F.7.A number of"Not Met" SRs were related to post-initiator operator actions.None of these items noted any major weaknesses, so it is not expected that resolving the"Not Met" SRs for the post-initiator HR element with the potential for model changes would alter the findings of the SAMA analysis presented in LRA Appendix E, Attachment F.8.A number of"Not Met" items were related to internal flooding and are discussed below.However, it should be noted that since Dominion has implemented a number of plant modifications in the last few years to reduce the flooding hazard at: Kewaunee, it is judged that these potential modeling issues are not significant.
One potential"Not Met" SR issue is that pipe whip was not considered.
Since all active components, located in a room where flooding begins are assumed failed, pipe whip would only change accident progression if a high-energy pipe were located near a passive component and the whip could impact the pressure boundary of that component.
It is unlikely that such cases would be significant.
Another"Not Met" SR related to flooding was that barrier unavailability was not considered.
Flood barriers that are credited at Kewaunee are not easily or routinely removed and no change to the overall results is expected if flood barrier unavailability was considered.
A third"Not Met" SR is that parametric uncertainty data for flooding events was not: available.
Although resolving this item could change uncertainty distributions, it: would not change the point estimate results used to evaluate potential benefits.The last"Not Met" SR was that documentation for quantification of internal flooding needs to be enhanced in accordance with the requirements of the Quantification (QU)High Level Requirements (HLR).Because internal flooding events are included in the model, they were considered in the SAMA analysis.Therefore, it is not expected that resolving the"Not Met" SRs for the Internal Flooding (IF)element: with the potential for model changes would alter the findings of the SAMA analysis presented in LRA Appendix E, Attachment F.
Serial No.: 09-028 Response to Request for Additional Information Attachment!
Page 13 of 103 In conclusion, a review of the"Not Met" SRs does not change to conclusions ofSAMA analysis.Response to 1.f.iii A listing of basic events with a Fussell-Vesely importance of greater than 0.5%with respect to CDF is shown in Table 1.f.iii-1.
For each basic event in this table that appeared in LRA Appendix E, Attachment F, Table F-3, the item number of Table F-3 is listed.Each basic event that did not appear in Table F-3 has been evaluated to determine if an existing SAM A item could result in a reduction in risk presented byevent or if a new SAM A could be identified.
A listing of basic events with a Fussell-Vesely importance of greater than 0.5%with respect to LERF is shown in Table 1.f.iii-2.
For each basic event in this table that appeared in LRA Appendix E, Attachment F, Table F-8, the item number of Table F-8 is listed.Each basic event that did not appear in Table F-8 has been evaluated to determine if an existing SAMA item could result in a reduction in risk presented by thE!event or if a new SAM A could be identified.
The results of the evaluations show that one contributor to risk in the current model, loss of Screen house ventilation, was not included in the PRA results produced by the model used in the original SAMA analysis.To mitigate the potential risk posed by a loss of Screen house ventilation, a SAMA item to provide temporary Screenhouse ventilation could be proposed.The goal of SAMA items 81,82,83, 160, 166, 167, 170, and 171 is to mitigate the chance of losing ventilation to the emergency diesel generator rooms, 480 VAC switchgear rooms, and safeguards alley rooms and, if a loss of HVAC occurs, to improve the ability to detect and mitigate such a loss.These SAMAs would install alarms to detect high room temperatures and provide temporary ventilation equipment and procedures to be used following a loss of installed ventilation equipment serving the rooms.At Kewaunee, the Screenhouse is accessed through safeguards alley and any temporary ventilation to the electrical or safeguards alley area would likely draw cool air from the Screen house into the electrical and safeguards alley areas.As discussed in LRA Appendix E, Attachment F, Section F.7.7, synergies may be possible if the SAMA items described above are implemented concurrently.
Although it would seem that a SAMA to provide temporary Screen house ventilation could be implemented independently, the physical arrangement of structures at Kewaunee causes concurrent implementation to be impractical.
That is, providing temporary ventilation to the Screenhouse areas would require the addition of only one or two additional temperature detectors in addition to those required to implement the SAM A items for safeguards alley and the electrical areas.As a result, it is concluded that the SAMA items to implement temporary ventilation for safeguards alley mentioned above should includl3 Serial No.: 09-028 Response to Request for Additional Information Attachment!
Page 14 of 103 the provision of temporaryventilationfor the Screen house and that implementing these items could be cost beneficial.
Serial No..09-028 Response to Request for Additional Information Attachment/
Page 15 of 103 Table 1.f.iii-1:
Basic Event Importance with Respect to CDF Fussell-Item Event Name Probability Vesely Description Corresponding Item from Table F-3 Importance or Disposition 1 IE-TRA 1.10E+OO 1.94E-01TRANSIENTWITH MAIN FEEDWATER 9 AVAILABLE OCCURS This event indicates the fraction of time during the year when outside air temperatures are high enough that 2 MULT-TAV 1.50E-02 1.46E-01 MULTIPLIER FOR TAV FRACTION OF Screen house ventilation is required.A YEAR SUBJECT TO HI TEMPS SAMA item to provide a high-temperature alarm for the Screenhouse and a procedure and equipment to provide temporary ventilation could potentially be cost beneficial.
3 LOSP-24 3.39E-03 1.26E-01 LOSS OF ALL POWER FROM GRID 2 DURING 24 HOURS 4 IE-SGTR 3.80E-03 9.60E-02 STEAM GENERATOR TUBE 13 RUPTURE OCCURS 5 27 A-OR2----RDHE 1.41E-01 7.44E-02 OPERATOR FAILS TO LIMIT SI FLOW 22 AND REFILL RWST-SGTR 6 06--0C4------H E 1.85E-01 6.94E-02 OPERATOR FAILS TO CD AND 25 DE PRES RCS IN ECA-3.1/3.2 7 IE-LOSP 3.74E-02 6.70E-02 LOSS OF OFFSITE POWER OCCURS 19 This event indicates a failure of both sceenhouse exhaust fans due to DOUBLE COMMON CAUSE FAILURE common cause.A SAM A item to 8 16-FNEKPSCCF12 1.53E-04 6.66E-02 (CCF)SCREEN HOUSE EXHAUST provide a high-temperature alarm for the FANS FAIL TO START Screen house and a procedure and equipment to provide temporary ventilation could potentially be cost beneficial.
Serial No..09-028 Response to Request for Additional Information Attachment/
Page 16 of 103 Table 1.f.iii-1:
Basic Event Importance with Respect to CDF Fussell-Item Event Name Probability Vesely Description Corresponding Item from Table F-3 Importance or Disposition 9 05B-CST-DIAG-HE 8.66E-04 6.40E-02 OPERATOR FAILS TO DIAGNOSE 3 NEED FOR ALTERNATE AFW SRC 10 06--0C3------H E 2.33E-02 5.66E-02 OPERATOR FAILS TO CD AND 30 DE PRES RCS TO STOP TUBE LEAK 11 10-GE-DG1A---PR 1.65E-02 4.64E-02 INDEPENDENT FAILURE DIESEL 16 GENERATOR A FAILS TO RUN 12 J6--LH S-D IAG-H E 1.73E-03 4.63E-02 OPERATOR FAILS TO DIAGNOSE 32 LOSS OF HEAT SINK 13 10-GE-DG1A---TM DIESEL GENERATOR A 1.70E-02 4.11 E-02 UNAVAILABLE DUE TO TEST OR 29 MAINTENANCE 14 IE-TSW 3.65E+02 3.66E-02 MULTIPLIER FOR LOSS OF SERVICE 43 WATER IE FREQUENCY 15 J6--LHS-DEP--HE 1.00E-06 3.61 E-02 OPERA TOR ERRORS LEAD TO LOSS 59 OF HEAT SINK 16 34-RHR------HE 8.24E-02 3.60E-02 OPERATOR FAILS TO ESTABLISH 78 RHR 17 10-GE-DG1 B---PR 1.65E-02 3.27E-02 INDEPENDENT FAILURE DIESEL 34 GENERATOR B FAILS TO RUN This event indicates a failure of both Screenhouse exhaust dampers due to common cause.A SAMA item to 18 16-DMEKFOCCF12 7.25E-05 3.15E-02 DOUBLE COMMON CAUSE FAILURE provide a high-temperature alarm for the (CCF)TAV-63A1B FO Screen house and a procedure and equipment to provide temporary ventilation could potentially be cost beneficial.
Senal No.: 09-028 Response to Request for Additional Information Attachment/
Page 17 of 103 Table 1.f.iii-1:
Basic Event Importance with Respect to CDF Fussell-Item Event Name Probability Vesely Description Corresponding Item from Table F-3 ImDortance or Disposition 19 02-SWHDRISOXPHE OPERATOR FAILS TO ISOLATE 1.48E-02 2.85E-02 MODERATE SW BREAK IN BATTERY 53 RM 20 IE-TMF 1.13E-01 2.83E-02 LOSS OF MAIN FEEDWATER 55 OCCURS 21 10-GE-DG1 B---TM DIESEL GENERA TOR B 1.70E-02 2.74E-02 UNAVAILABLE DUE TO TEST OR 66 MAINTENANCE 22 05BPT-AFW1 C-PS 1.13E-02 2.72E-02 INDEPENDENT FAILURETD AFW 21 PUMP FAILS TO START 23 36--0BF------HE 2.45E-02 2.63E-02 OPERATOR FAILS TO ESTABLISH 27 BLEED AND FEED 24 35--CH2------H E 1.16E-01 2.46E-02 OPERATOR FAILS TO ESTABLISH 60 CHARGING FLOW DURING SBO 25 SL76 8.00E-01 2.41 E-02 SMALL REACTOR COOLANT PUMP 63 SEAL LOCA (21,57,76 GPM)26 IE-SB-8B--U 3.30E-03 2.39E-02 MODERATE TRAIN B SW PIPE 11 BREAKS IN ROOM 8B 27 05BFAFWB-CAL-AE 8.16E-04 2.39E-02 TECHNICIAN MISCALIBRATES AFW 64 TRAIN B FLOW 28 05BFAFWA-CAL-AE 8.16E-04 2.39E-02 TECHNICIAN MISCALIBRATES AFW 65 TRAINA FLOW 29 10-GE-KPRCCF12 1.02E-03 2.37E-02 DOUBLE COMMON CAUSE FAILURE 44 (CCF)EDGS FAIL TO RUN 30 05B-DOOR-AFW-HE 6.09E-03 2.27E-02 OPERATOR FAILS TO OPEN DOORS 14 TO AFW ROOM B FOR VNTL TN 31 04--LO-LEVEL-FB 9.91E-04 2.26E-02 LOW FORE BAY LEVEL 114 Serial No..09-028 Response to Request for Additional Information Attachment/
Page 18 of 103 Table 1.f.iii-1:
Basic Event Importance with Respect to CDF Fussell-Item Event Name Probability Vesely Description Corresponding Item from Table F-3 ImDortance or Disposition 32 I E-S-5B 14-M 1.05E-06 2.25E-02 MAJOR FLOOD FROM SW HEADER 77 IN SAFEGUARDS ALLEY 33 IE-W-5B24-U 1.29E-04 2.20E-02 AFW PIPE FLOOD IN SAFEGUARDS 61 ALLEY EXCEEDS DRAIN CAPAC 34 IE-SB-403-U 4.47E-03 2.12E-02 SW TRAIN B FLOOD IN ROOM 403 45 35 02-SWHDRISOXEHE 2.89E-02 1.95E-02 OPERATOR FAILS TO ISOLATE 104 MAJOR SW BREAK IN SCREENHOUS 36 IE-SOPORV 4.29E-02 1.92E-02 STUCKOPENPORVOCCURS 42 37 IE-SB-5B--U 8.97E-07 1.92E-02 TRAIN B SW FLOOD IN ROOM 5B 40 EXCEEDS DRAIN CAPACITY 38 IE-W-5B24-S 2.34E-04 1.91 E-02 AFW PIPE FLOOD IN SAFEGUARDS 84 ALLEY WITHIN DRAIN CAPAC.39 IE-F--2B--M 1.12E-05 1.89E-02 MAJOR FLOOD FROM FIRE 111 PROTECTION IN ROOM 2B This event represents the probability that charging will be successful after 40 SUCC-CHG 8.08E-01 1.87E-02 CHARGING SUCCESS recovery of offsite power on blackout sequences.
This event is analogous to item 69 of LRA Appendix E, Attachment F, Table F-3.41 33--2TRN-REC-HE 2.13E-02 1.84E-02 OPERATOR FAILS TO ESTABLISH 70 RECIRC (1 OF 2 TRAINS)42 27 A-ORR------HE 9.21E-02 1.80E-02 OPERATOR FAILS TO LIMIT SI FLOW 23 AND REFILL RWST-NO CD 43 49-ROD-MECH--FA 1.80E-06 1.78E-02 CONTROL RODS FAIL TO DROP INTO 109 THE CORE Senal No.: 09-028 Response to Request for Additional Information Attachment!
Page 19 of 103 Table 1.f.iii-1:
Basic Event Importance with Respect to CDF Fussell-Item Event Name Probability Vesely Description Corresponding Item from Table F-3 Importance or Disposition 44 AC-0221 2.68E-01 1.78E-02 OFFSITE POWER NOT RECOVERED 73 WITHIN 2 HOURS, 21 MINUTES 45 05BPT-AFW1 C-TM 7.42E-03 1.76E-02 TO AFW PUMP UNAVAILABLE DUE 105 TO TEST OR MAINTENANCE 46 02-PMRKPRCCF 1-41.76E-071.75E-02 GLOBAL FAILURE OF SW PUMPS TO 52 RUN 47 1 O-GE-DG 1 A---PS 6.12E-03 1.67E-02 INDEPENDENT FAILURE DIESEL 56 GENERATOR A FAILS TO START 48 IE-SLO 2.45E-03 1.66E-02 SMALL BREAK LOSS OF COOLANT 67 ACCIDENT OCCURS Spray shields were placed over piping in safeguards alley that could not be locally isolated to stop a flooding event.This is a new initiating event developed LOCALLY ISOL SW FLO IN ROOM 5B-after completing this modification to 49 IE-SL-5B 1-S 1.24E-03 1.64E-02 evaluate the risk from breaks of locally-1WITHINDRAIN CAPACITY isolable piping.This event is important to core damage because of the potential for propagation to other rooms in safeguards alley.SAMA item 176 in LRA Appendix E, Attachment F, Table F-17 would address this issue.50 05BPMOKPSCCF123 5.66E-05 1.58E-02 TRIPLE COMMON CAUSE FAILURE 68 (CCF)ALOP-1 A/1 B/1 C PS 51 IE-SA-129-U 4.61E-05 1.51E-02 TRAIN A SW FLOOD IN ROOM 129 89 EXCEEDS DRAIN CAPACITY 52 IE-SB-130-U 4.39E-05 1.41E-02 TRAIN B SW FLOOD IN ROOM 130 97 EXCEEDS DRAIN CAPACITY Serial No.: 09-028 Response to Request for Additional Information AttachmenU Page 20 of 103 Table 1.f.iii-1:
Basic Event Importance with Respect to CDF Fussell-Item Event Name Probability Vesely Description Corresponding Item from Table F-3 Importance or Disposition 53 36--SGTRD IAG-H E 1.12E-03 1.39E-02 OPERATOR FAILS TO DIAGNOSE 110 SGTR 54 IE-SB-156-S 2.72E-03 1.35E-02 SMALL TRAIN B SW PIPE BREAKS IN ROOM 156 24 This event is important to core damage because of the conservative, simplifying assumption that an ATWS following an internal flooding initiating event leads directly to core damage.It is likely that an explicit evaluation of ATWS accident 55 47-RERKRBCCF1-8 1.37E-05 1.33E-02 GLOBAL FAILURE OF RX TRP RL YS sequence progression after a flooding (BOUND)event would eliminate this event from significance.
Dominant cutsets containing this event represent internal flooding sequences where AFW and Chemical and Volume Control Systems would be available for ATWS mitigation.
Therefore, no new SAMA items would be generated as a result of this event.56 49-CB-KFOCCF12 1.29E-05 1.26E-02 DOUBLE COMMON CAUSE FAILURE 48 (CCF)CB-RT A1RTB FO 57 SL 182 1.98E-01 1.23E-02 MEDIUM REACTOR COOLANT PUMP SEAL LOCA (182 GPM)86 58 AC-1632 2.74E-02 1.21 E-02 OFFSITE POWER RECOVERED 117 WITHIN 16 HOURS, 32 MINUTES 59 IE-W--14B-U 1.51 E-04 1.20E-02 MODERATE BREAK FROM AFW PIPE 49 IN ROOM 14B 60 IE-F--4B--M 6.93E-06 1.18E-02 MAJOR FLOOD FROM FIRE PROTECTION IN ROOM 4B 142 Serial No.: u9-U2b Response to Request for Additional Information Attachment!
Page 21 of 103 Table 1.f.iii-1:
Basic Event Importance with Respect to CDF Fussell-Item Event Name Probability Vesely Description Corresponding Item from Table F*3 Importance or Disposition 61 08-FPHDRISOX8HE 1.00E+00 1.18E-02 OPERATOR FAILS TO ISOLATE A 143 MAJOR FP BREAK IN ROOM 4B 62 IE-SB-14B-S 1.55E-03 1.18E-02 SPRAY EVENT FROM TRAIN B SW IN 81 AUX BUILDING BASEMENT 63 1 O-GE-DG 1 B---PS 6.12E-03 1.17E-02 INDEPENDENT FAILURE DIESEL 98 GENERATOR B FAILS TO START 64 IE-TIA 3.65E+02 1.11 E-02 MUL TIPLIER FOR LOSS OF 96 INSTRUMENT AIR IE FREQUENCY 65 27 A-RMST-CST-HE 1.24E-03 1.10E-02 OPERATOR FAILS TO CROSS-TIE 103 CSTS AND RMSTS 66 PORV-A 5.00E-01 1.08E-02 STUCK OPEN PORV IS PR-2A 71 This basic event represents an operator action to isolate a flooding event in safeguards alley.Because of plant OPERATOR FAILS TO ISOLATE A changes made, additional time is 67 02-SWHDRISOXBHE 2.90E-03 1.07E-02 available to perform this action.MOD.SW BRK IN SGA BEF 9" However, Item 76 of LRA Appendix E, Attachment F, Table F-3 is analogous to this event for the SAM A model.SAMA item 176 would similarly address this new basic event.68 06--IS2------HE 4.28E-03 1.03E-02 OPERATOR FAILS TO ISOLATE 1 OF 129 2 STEAM GENERATORS 69 UET-2PORVS 1.62E-01 1.02E-02 UNFAVORABLE EXPOSURE TIME 147 FOR 2 PORVS AVAILABLE 70 IE-TCC 3.65E+02 1.02E-02 MULTIPLIER FOR LOSSOF 10 COMPONENT COOLING IE FREQ Serial No..09-026 Response to Request for Additional Information Attachment!
Page 22 of 103 Table 1.f.iii-1:
Basic Event Importance with Respect to CDF Fussell-Corresponding Item from Table F-3 Item Event Name Probability Vesely Description or Disposition Importance This basic event represents an operator action to isolate a flooding event in safeguards alley.Because of plant changes made, additional time is 71 05B-AFW-ISO-8-HE 3.59E-03 9.95E-03 OPERATOR FAILS TO ISOLATE A available to perform this action.MODERATE AFW LEAK BEF 9" However, Item 87 of LRA Appendix E, Attachment F, Table F-3 is analogous to this event for the SAMA model.SAMA item 176 would similarly address this new basic event.72 06--0C2------HE 4.72E-02 9.63E-03 OPERATOR FAILS TO CD AND 119 DEPRES RCS FOR CHARGING 73 IE-SA-301-U 2.73E-03 9.35E-03 TRAIN A SW FLOOD IN ROOM 301 128 Serial No.: 09-028 Response to Request for Additional Information Attachment!
Page 23 of 103 Table 1.f.iii-1:
Basic Event Importance with Respect to CDF Fussell-Item Event Name Probability Vesely Description Corresponding Item from Table F-3 ImDortance or Disposition A moderate service water pipe break in the Cardox room rapidly propagates to the B-train switchgear room and causes a loss of offsite power.The dominant accident sequences for this event involve failure of the A-train diesel generator thereby resulting in a station blackout.The Kewaunee PRA models assume that any internal flooding event 74 IE-S--4B--U 1.73E-03 9.31 E-03 SERVICE WATER FLOOD IN ROOM that results in a station blackout results 5B EXCEEDS DRAIN CAPACITY in core damage.However, detailed evaluation of station blackout events would likely show that some mitigation of flood-induced station blackouts could occur, thereby decreasing the importance of this event.Since this event is of low importance and more detailed modeling of existing procedures and equipment would lessen the importance, no SAM A items are developed from this event.75 IE-SA-2B--M 5.39E-06 9.08E-03 MAJOR FLOOD FROM SW TRAIN A IN 118 ROOM 2B 76 27A-OR2----LDHE 1.51 E-01 8.54E-03 OPERATOR FAILS TO LIMIT SI FLOW 125 AND REFILL RWST-SLO 77 33--0RI------HE 1.50E-02 8A7E-03 OPERATOR FAILS TO RESTORE RCS 140 INVENTORY IN SBO 78 PORV-B 5.00E-01 8AOE-03 STUCK OPEN PORV IS PR-2B 93 Serial No..09-028 Response to Request for Additional Information Attachment!
Page 24 of 103 Table 1.f.iii-1:
Basic Event Importance with Respect to CDF Fussell-Item Event Name Probability Vesely Description Corresponding Item from Table F-3 Importance or Disposition Spray shields were placed over piping in safeguards alley that could not be locally isolated to stop a flooding event.This is a new initiating event developed SW TURBINE HDR FLOOD IN ROOM after completing this modification to 79 IE-ST-5B--S8.74E-048.40E-03 evaluate the risk from breaks of locally-5B WITHIN DRAIN CAP isolable piping.This event is important to core damage because of the potential for propagation to other rooms in safeguards alley.SAMA item 176 in LRA Appendix E, Attachment F, Table F-17 would address this issue.This basic event represents an operator action to isolate a flooding event in safeguards alley.Because of plant changes made, additional time is 80 02-SWHDRISOXGHE 1.30E-02 8.33E-03 OPERATOR FAILS TO ISOLATE A available to perform this action.MAJOR SW BRK IN ROOM 156 However, Item 31 of LRA Appendix E, Attachment F, Table F-3 is analogous to this event for the SAMA model.SAMA item 176 would similarlyaddressthis new basic event.81 AC-0715 7.64E-02 8.25E-03 OFFSITE POWER NOT RECOVERED 139 WITHIN 7 HOURS, 15 MINUTES 82 IE-SB-22B2M 1.32E-05 8.23E-03 MAJOR FLOOD FROM SW TRAIN B IN 131 ROOM 22B-2 This event would have similar 83 IE-SA-22B1M 1.31E-05 8.17E-03 MAJOR FLOOD FROM SW TRAIN A IN consequences to the event shown ROOM 22B-1 immediately above (item 82).SAMA item 182 would address this event.
Serial No..09-028 Response to Request for Additional Information Attachment/
Page 25 of 103 Table 1.f.iii-1:
Basic Event Importance with Respect to CDF Fussell-Item Event Name Probability Vesely Description Corresponding Item from Table F-3 Importance or Disposition This event indicates a failure of all Screen house roof intake dampers due GLOBAL FAILURE TAV-60A1/A2/B1/B2 to common cause.A SAMA item to 84 16-DMIKFOCCF1-4 1.85E-05 8.02E-03 provide a high-temperature alarm for the FAILS TO OPEN Screenhouse and a procedure and equipment to provide temporary ventilation could potentially be cost beneficial.
85 10-GE-DG1A---FL 2.86E-03 7.60E-03 INDEPENDENT FAILURE DIESEL 102 GENERATOR A FAILS TO LOAD 86 I E-SA-8B--U 2.17E-03 7.51 E-03 MODERATE TRAIN A SW PIPE 8 BREAKS IN ROOM 88 87 IE-SB-5B3-U 1.10E-04 7.42E-03 TRAIN B SW FLOOD IN ROOM 5B-3 106 EXCEEDS DRAIN CAPACITY 88 IE-SLB 6.17E-03 7.32E-03 STEAM OR FEEDWATER LINE BREAK 135 OCCURS Seridi No..09-028 Response to Request for Additional Information Attachment/
Page 26 of 103 Table 1.f.iii-1:
Basic Event Importance with Respect to CDF Fussell-Corresponding Item from Table F-3 Item Event Name Probability Vesely Description or Disposition Importance This event is important to core damage because of the conservative, simplifying assumption that an ATWS following an internal flooding initiating event leads directly to core damage.It is likely that an explicit evaluation of A TWS accident IlCIIIOY TOO 01 VC:: sequence progression after a flooding 89 47-CNRKRCCCF1-8 7.41 E-06 7.18E-03.......
,...I 1\.&.......,..._......,*"..II ,**,....._event would eliminate this event from (CNTCS)significance.
Dominant cutsets containing this event represent internal flooding sequences where AFW and Systems would be available for ATWS mitigation.
Therefore, no new SAMA items would be generated as a result of this event.This event is a tag event to indicate cutsets that result for interfacing systems LOCAs.The basic event itself does not represent any physical failures INTERFACING SYSTEM LOSS OF so no SAMA items could be identified to 90 IE-ISL 1.00E+00 7.12E-03 COOLANT ACCIDENT OCCURS lessen the importance of this event specifically.
SAM A items to mitigate specific contributions to ISLOCA are identified in items 111 through 118 in LRA Appendix E, Attachment F, Table F-17.
Serial No..09-028 Response to Request for Additional Information Attachment/
Page 27 of 103 Table 1.f.iii-1:
Basic Event Importance with Respect to CDF Fussell-Item Event Name Probability Vesely Description Corresponding Item from Table F-3 Imoortance or Disposition This event indicates a failure of solenoids in the Screen house DOUBLE COMMON CAUSE FAILURE ventilation system.A SAMA item to 91 16-SVAKFCCCF35 1.64E-05 7.11E-03 provide a high-temperature alarm for the (CCF)SOVS-33774,454,455 Screenhouse and a procedure and equipment to provide temporary ventilation could potentially be cost beneficial.
This event indicates a failure of solenoids in the Screen house ventilation system.A SAMA item to 92 16-SV/\KFCCCF23 1.6t1E-05 7.11E-03 DOUBLE COMMON CAUSE FAILURE provide a high-temperature alarm for the (CCF)SOVS-33732, 733, 774, Screen house and a procedure and equipment to provide temporary ventilation could potentially be cost beneficial.
93 IE-VEF 3.22E-07 6.91E-03 VESSEL FAILURE OCCURS 80 94 05BPMSKPSCCF123 2.50E-05 6.86E-03 TRIPLE COMMON CAUSE FAILURE 54 (CCF)AFW-1A11 BITD PS This event is related to failure to provide an alternate source of water to the MANUAL VALVE DW-20 FAILS TO CSTs.Item 103 in LRA Appendix E, 95 27 AXV-DW20---FO 4.80E-04 6.83E-03 Attachment F, Table F-3 is also related CLOSE to CST makeup.A SAMA item to mitigate inadequate AFW suction is addressed under item 71 in LRA Appendix E, Attachment F, Table F-17.96 27 A-OR2------HE 9.63E-02 6.80E-03 OPERATOR FAILS TO LIMIT SI FLOW 132 AND REFILL RWST-WITH CD Serial Nu.09-028 Response to Request for Additional Information Attachment/
Page 28 of 103 Table 1.f.iii-1:
Basic Event Importance with Respect to CDF Fussell-Item Event Name Probability Vesely Description Corresponding Item from Table F-3 ImDortance or Disposition 97 IE-SA-14B-S 1.45E-03 6.73E-03 SPRAY EVENT FROM TRAIN A SW IN 123 AUX BUILDING BASEMENT A major rupture of the service water pipe in the A-train switchgear room causes a loss of the A-train switchgear and leads to a loss of offsite power.The dominant contributors to accident 98 IE-SB-2B--M 3.08E-07 6.61E-03 MAJOR FLOOD FROM SW TRAIN B IN sequences following this event are ROOM 2B failures of the B-train diesel.Providing a path for water to leave the room before level reaches 18 inches would preclude a loss of offsite power and minimize the need for the B-train diesel generator.
Refer to SAMA item 181.99 31-PM-KPRCCF12 6.96E-06 6.56E-03 DOUBLE COMMON CAUSE FAILURE 26 (CCF)CCW-1AJ-1B PR 100 STBY-ABBFD 5.00E-01 6.56E-03 AUX BLDG BSMT FAN COIL UNIT 0 IS 127 IN STANDBY 101 10-GE-KPSCCF12 2.75E-04 6.25E-03 DOUBLE COMMON CAUSE FAILURE 126 (CCF)EDGS FAIL TO START 102 1 O-GE-TSC-DG-PR 3.06E-02 6.20E-03 TSC DIESEL GENERATOR FAILS TO 148 RUN DOUBLE COMMON CAUSE FAILURE Given the low importance of this event, 103 33-PM-KPSCCF 12 2.35E-04 6.07E-03 very little benefit would be obtained from (CCF)33-PM-KPSCCF12 efforts to reduce the importance further.Therefore, no SAMA items are added.104 IE-SA-403-U 4.65E-03 6.06E-03 SW TRAIN A FLOOD IN ROOM 403 149 105 05BMVI-MS102-FO 2.66E-03 6.02E-03 MOV MS-102 FAILS TO OPEN 145 Serial No.: 09028 Response to Request for Additional Information Attachment/
Page 29 of 103 Table 1.f.iii-1:
Basic Event Importance with Respect to CDF Fussell-Item Event Name Probability Vesely Description Corresponding Item from Table F-3 Importance or Disposition PORV IS CHALLENGED BY THE Given the low importance of this event, 106 PORV-CHALLENGE 2.08E-02 5.95E-03 very little benefit would be obtained from INITIATOR efforts to reduce the importance further.Therefore, no SAMA items are added.107 02-SWHDRISOX7HE 1.00E+00 5.89E-03 OPERATOR FAILS TO ISOLATE A 120 MAJOR SW BREAK IN DG A ROOM DOUBLE COMMON CAUSE FAILURE Given the low importance of this event, 108 39-CB-KFCCCF12 1.22E-04 5.86E-03 very little benefit would be obtained from (CCF)BKRS 307,407 FTO efforts to reduce the importance further.Therefore, no SAMA items are added.109 IE-TDA 3.65E+02 5.61E-03 MULTIPLIER FOR LOSS OF 125 V DC 133 BUS BRA-1041E FREQ 110 16-FNAKPRCCF123 3.12E-06 5.60E-03 TRIPLE COMMON CAUSE FAILURE 18 (CCF)AFWA, TBBAB FCU FTR 111 02-SWHDRISOX6HE 3.45E-02 5.54E-03 OPERATOR FAILS TO ISOLATE A 39 MOD.SW BRK IN ROOM 5B This initiating event leads to core damage due to flood-induced failure of equipment needed to maintain RCP 112 IE-W--8B5-U 6.38E-05 5.51E-03 MODERATE BREAK FROM AFW PIPE seal cooling, specifically, failure of IN ROOM 8B5 MCCs 52E, 62E, and 62H.Loss of these MCCs leads to a loss of charging pumps and a loss of ventilation needed to ensure continued functioning of CCW pumps.Refer to SAMA item 169.113 IE-SB-5B3-S 8.05E-04 5.46E-03 TRAIN B SW FLOOD IN ROOM 5B-3 113 WITHIN DRAIN CAPACITY Serial No"09-028 Response to Request for Additional Information Attachment/
Page 30 of 103 Table 1.f.iii-1:
Basic Event Importance with Respect to CDF Fussell-Item Event Name Probability Vesely Description Corresponding Item from Table F-3 ImDortance or Disposition This basic event represents a failure of 114 10-GE-DG1 B---FL 2.86E-03 5.24E-03 INDEPENDENT FAILURE DIESEL the same effect addressed in items 10 GENERATOR B FAILS TO LOAD and 13 above.No new SAMA items would be generated as a result of this event.A moderate rupture of the fire protection water pipe in the A-train switchgear room causes a loss of the A-train sWitchgear and leads to a loss of offsite power.The dominant contributors to 115 IE-F--2B--U 4.62E-05 5.19E-03 FIRE PROTECTION FLOOD<2000 accident sequences following this event GPM IN ROOM 2B are failures of the B-train diesel.Providing a path for water to leave the room before level reaches 18 inches would preclude a loss of offsite power and minimize the need for the B-train diesel generator.
Refer to SAMA item 181.This initiating event leads to core damage due to flood-induced failure of equipment needed to maintain RCP 116 IE-SA-156-M 1.67E-05 5.15E-03 MAJOR TRAIN A SW PIPE BREAKS IN seal cooling, specifically, failure of ROOM 156 MCCs 52E, 62E, and 62H.Loss of these MCCs leads to a loss of charging pumps and a loss of ventilation needed to ensure continued functioning of CCW pumps.Refer to SAMA item 169.
Serial No..09-028 Response to Request for Additional Information Attachment!
Page 31 of 103 Table 1.f.iii-1:
Basic Event Importance with Respect to CDF Fussell-Item Event Name Probability Vesely Description Corresponding Item from Table F-3 Importance or Disposition This event is related to failure to provide water from the CSTs to AFW.A SAMA 117 03-CVS-MU301-FO 4.23E-05 5.13E-03 CHECK VALVE MU-301 FAILS TO item to mitigate inadequate AFW OPEN suction is addressed under item 71 in LRA Appendix E, Attachment F, Table F-17.Table 1.f.iii-2:
Basic Event Importance with Respect to LERF Fussell-Corresponding Item from Table F-B or Item Event Name Probability Vesely Description Disposition Importance This basic event is a flag-type of event LARGE EARL Y RELEASE used to facilitate the overall 1 LERF-02 1.42E-01 4.24E-01 FREQUENCY FOR PLANT DAMAGE quantification and represents no STATE 2 physical failures.No SAMA items are generated as a result of this basic event.This basic event is a flag-type of event LARGE EARLY RELEASE used to facilitate the overall 2 LERF-62 1.00E+OO 2.90E-01 FREQUENCY FOR PLANT DAMAGE quantification and represents no STATE 62 physical failures.No SAMA items are generated as a result of this basic event.3 IE-SGTR 3.80E-03 2.75E-01 STEAM GENERATOR TUBE 3 RUPTURE OCCURS This basic event is a flag-type of event LARGE EARL Y RELEASE used to facilitate the overall 4 LERF-30 2.35E-01 2.67E-01 FREQUENCY FOR PLANT DAMAGE quantification and represents no STATE 30 physical failures.No SAMA items are generated as a result of this basic event.
Serial No..09-028 Response to Request for Additional Information Attachment!
Page 32 of 103 Table 1.f.iii-2:
Basic Event Importance with Respect to LERF Fussell-Item Event Name Probability Vesely Description Corresponding Item from Table F-8 or Importance Disposition 5 27 A-OR2----RDHE 1.41E-01 1.61 E-01 OPERATOR FAILS TO LIMIT SI FLOW 9 AND REFILL RWST-SGTR 6 05B-CST-DIAG-HE 8.66E-04 1.05E-01 OPERATOR FAILS TO DIAGNOSE 1 NEED FOR ALTERNATE AFW SRC 7 06--0C4------HE 1.85E-01 1.02E-01 OPERATOR FAILS TO CD AND DE PRES RCS IN ECA-3.1/3.2 15 8 36--SGTRDIAG-HE 1.12E-03 1.00E-01 OPERATOR FAILS TO DIAGNOSE 12 SGTR 9 LOSP-24 3.39E-03 9.64E-02 LOSS OF ALL POWER FROM GRID 7 DURING 24HOURS 10 IE-LOSP 3.74E-02 7.84E-02LOSSOF OFFSITE POWER OCCURS 17 11 06--IS2------HE 4.28E-03 7.47E-02 OPERATOR FAILS TO ISOLATE 1 OF 19 2 STEAM GENERATORS 12 34--RHR------HE 8.24E-02 7.42E-02 OPERATOR FAILS TO ESTABLISH 21 RHR 13 IE-TRA 1.10E+00 7.16E-02 TRANSIENT WITH MAIN 11 FEEDWATER AVAILABLE OCCURS 14 36--LHS-DIAG-HE 1.73E-03 4.89E-02 OPERATOR FAILS TO DIAGNOSE 31 LOSS OF HEAT SINK 15 IE-S-5B14-M 1.05E-06 4.50E-02 MAJOR FLOOD FROM SW HEADER 37 IN SAFEGUARDS ALLEY 16 1 0-GE-DG1 B---PR 1.65E-02 4.46E-02 INDEPENDENT FAILURE DIESEL 27 GENERATOR B FAILS TO RUN 17 SL76 8.00E-01 4.21E-02 SMALL REACTOR COOLANT PUMP 33 SEAL LOCA (21,57,76 GPM)18 10-GE-DG1A---PR 1.65E-02 3.82E-02 INDEPENDENT FAILURE DIESEL GENERATOR A FAILS TO RUN 25 Serial No.: 09028 Response to Request for Additional Information Attachment!
Page 33 of 103 Table 1.f.iii-2:
Basic Event Importance with Respect to LERF Fussell-Corresponding Item from Table F-8 or Item Event Name Probability Vesely Description Imoortance Disposition DIESEL GENERATOR B 19 10-GE-DG1 B---TM 1.70E-02 3.77E-02 UNAVAILABLE DUE TO TEST OR 52 MAINTENANCE 20 36--LHS-DEP--HE 1.00E-06 3.73E-02 OPERA TOR ERRORS LEAD TO LOSS 50 OF HEAT SINK 21 05BPT--AFV\f1 C-PS 1.13E-02 352E-02 INDEPENDENT FAILURE TD AFW 16 PUMP FAiLS TO START 22 02-SWHDRISOXEHE 2.89E-02 3.34E-02 OPERATOR FAILS TO ISOLATE 93 MAJOR SW BREAK IN SCREENHOUS 23 IE-ISL 1.00E+00 3.31E-02 INTERFACING SYSTEM LOSS OF 69 COOLANT ACCIDENT OCCURS 24 33-PM-KPSCCF12 2.35E-04 3.29E-02 DOUBLE COMMON CAUSE FAILURE 83 (CCF)33-PM-KPSCCF12 DIESEL GENERA TOR A 25 10-GE-DG1A---TM 1.70E-02 3.10E-02 UNAVAILABLE DUE TO TEST OR 36 MAINTENANCE 26 10-GE-KPRCCF12 1.02E-03 3.09E-02 DOUBLE COMMON CAUSE FAILURE 32 (CCF)EDGS FAIL TO RUN 27 35--CH2------HE 1.16E-01 3.08E-02 OPERATOR FAILS TO ESTABLISH 38 CHARGING FLOW DURING SBO OPERATOR FAILS TO ISOLATE 28 02-SWHDRISOXPHE 1.48E-02 2.92E-02 MODERATE SW BREAK IN BATTERY 43 RM 29 FAULT-B 5.00E-01 2.86E-02 STEAM GENERATOR B IS FAULTED 54 30 36--0BF------HE 2.45E-02 2.84E-02 OPERATOR FAILS TO ESTABLISH 24 BLEED AND FEED 31 FAULT-A 5.00E-01 2.82E-02 STEAM GENERATOR A IS FAULTED 55 Serial No.:
Response to Request for Additional Information Attachment!
Page 34 of 103 Table 1.f.iii-2:
Basic Event Importance with Respect to LERF Fussell-Item Event Name Probability Vesely Description Corresponding Item from Table F-8 or ImDortance Disposition 32 IE-F--2B--M 1.12E-05 2.75E-02 MAJOR FLOOD FROM FIRE 70 PROTECTION IN ROOM 2B 33 05BFAFWA-CAL-AE 8.16E-04 2.53E-02 TECHNICIAN MISCALIBRATES AFW 57 TRAIN A FLOW 34 05BFAFWB-CAL-AE 8.16E-04 2.53E-02 TECHNICIAN MISCALIBRATES AFW 58 1------TRAIN B FLOW 35 IE-TSW 3.65E+02 2.53E-02 MULTIPLIER FOR LOSS OF SERVICE 63 WATER IE FREQUENCY This event represents the probability that charging will be successful after 36 SUCC-CHG 8.08E-01 2.46E-02 CHARGING SUCCESS recovery of offsite power on blackout sequences.
This event is analogous to item 69 of LRA Appendix E, Attachment F, Table F-3.37 05BPT--AFW1C-TM 7.42E-03 2.30E-02 TD AFW PUMP UNAVAILABLE DUE 84 TO TEST OR MAINTENANCE 38 IE-W-5B24-U 1.29E-04 2.26E-02 AFW PIPE FLOOD IN SAFEGUARDS 34 ALLEY EXCEEDS DRAIN CAPAC 39 AC-1632 2.74E-02 2.07E-02 OFFSITE POWER RECOVERED 71 WITHIN 16 HOURS, 32 MINUTES 40 04--LO-LEVEL-FB 9.91E-04 2.05E-02 LOW FOREBAY LEVEL 96 41 AC-0221 2.68E-01 1.97E-02 OFFSITE POWER NOT RECOVERED 65 WITHIN 2 HOURS, 21 MINUTES 42 IE-W-5B24-S 2.34E-04 1.95E-02 AFW PIPE FLOOD IN SAFEGUARDS 77 ALLEY WITHIN DRAIN CAPAC.43 LARGE EARLY RELEASE LERF-61 5.00E-01 1.88E-02 FREQUENCY FOR PLANT DAMAGE 81 STATE 61 Serial No.: 09-028 Response to Request for Additional Information Attachment!
Page 35 of 103 Table 1.f.iii-2:
Basic Event Importance with Respect to LERF Fussell-Item Event Name Probability Vesely Description Corresponding Item from Table F-8 or!mport:mcp-Disposition 44 IE-F--4B--M 6.93E-06 1.72E-02 MAJOR FLOOD FROM FIRE 89 PROTECTION IN ROOM 4B 45 08-FPHDRISOX8HE 1.00E+00 1.72E-02 OPERATOR FAILS TO ISOLATE A 90 MAJOR FP BREAK IN ROOM 4B 46 05BPMOKPSCCF123 5.66E-05 1.71E-02 TRIPLE COMMON CAUSE FAILURE 60 (CCF)ALOP-1A11B/1C PS 47 10-GE-DG1 B---PS 6.12E-03 1.62E-02 INDEPENDENT FAILURE DIESEL 78 GENERATOR B FAILS TO START 48 IE-TMF 1.13E-01 1.62E-02 LOSS OF MAIN FEEDWATER 53 OCCURS 49 27 A-ORR------HE 9.21E-02 1.59E-02 OPERATOR FAILS TO LIMIT SI FLOW 20 AND REFILL RWST-NO CD 50 IE-SA-129-U 4.61E-05 1.58E-02 TRAIN A SW FLOOD IN ROOM 129 80 EXCEEDS DRAIN CAPACITY Spray shields were placed over piping in alley that could not be locally Isolated to stop a flooding event.This is a new initiating event developed after LOCALLY ISOL SW FLO IN ROOM 5B-completing this modification to evaluate 51 IE-SL-5B1-S 1.24E-03 1.53E-02 the risk from breaks of locally-isolable 1 WITHIN DRAIN CAPACITY piping.This event is important to core damage because of the potential for propagation to other rooms in safeguards alley.SAMA item 176 in LRA Appendix E, Attachment F, Table F-17 would address this issue.52 IE-SB-130-U 4.39E-05 1.46E-02 TRAIN B SW FLOOD IN ROOM 130 83 EXCEEDS DRAIN CAPACITY Serial No..09-028 Response to Request for Additional Information Attachment!
Page 36 of 103 Table 1.f.iii-2:
Basic Event Importance with Respect to LERF II Item I I I Fussell-I I Corresponding.
Item.rrom Table F-8 or I Event Name Probability Vesely Description
!mnQrtance DISposition A moderate fire protection pipe break in the Cardox room rapidly propagates to the B-train switchgear room and causes a loss of offsite power.The dominant accident sequences for this event involve failure of the A-train diesel generator thereby resulting in a station blackout.The Kewaunee PRA models assume that any internal flooding event that results in a station blackout results in core damage.However, detailed evaluation of station blackout events 53 IE-S--4B--U 1.73E-03 1.44E-02 SERVICE WATER FLOOD IN ROOM would likely show that some mitigation of 5B EXCEEDS DRAIN CAPACITY flood-induced station blackouts could occur, thereby decreasing the importance of this event.Since this event is of low importance and more detailed modeling of existing procedures and equipment would lessen the importance, no SAMA items are developed from this event.Furthermore, preventing failure of the diesel generator would eliminate station blackout as a concern.Other means are available to mitigate station blackouts.
Refer to SAMA items55,56, 58, 21, and 22.MAJOR FLOOD FROM SW TRAIN B This event is identified as item 82 from 54 IE-SB-22B2M 1.32E-05 1.41 E-02 IN ROOM 22B-2 the CDF importance results.SAMA item 182 would address this event.MAJOR FLOOD FROM SW TRAIN A This event is identified as item 83 from 55 IE-SA-22B1 M 1.31E-05 1.40E-02 IN ROOM 22B-1 the CDF importance results.SAMA item 182 would address this event.
Serial No..09-028 Response to Request for Additional Information Attachment/
Page 37 of 103 Ij:m I Table 1.f.iii-2:
Basic Event Importance with Respect to LERFII Fussell-I I Event Name Probability Description I Corresponding.
Item Table F*8 or I DISposition 56 1 O-GE-DG 1 A---PS 6.12E-03 1.39E-02 INDEPENDENT FAILURE DIESEL 75 GENERATOR A FAILS TO START This event is important to core damage because.of the conservative, simplifying that an ATWS following an Internal flooding initiating event leads rlin::>rtly tn r.nrA ItlikAlv an explicit evaluation of A TWS 57 47-RERKRBCCF1-8 1.37E-05 1.36E-02 GLOBAL FAILURE OF RX TRP RL YS sequence progression after a flooding (BOUND)event would eliminate this event from significance.
Dominant cutsets containing this event represent internal flooding sequences where AFW and charging Systems would be available for ATWS mitigation.
Therefore, no new SAMA items would be generated as a result of this event.58 IE-SA-2B--M 5.39E-06 1.33E-02 MAJOR FLOOD FROM SW TRAIN A IN ROOM 28 72 Serial No"09-028 Response to Request for Additional Information Attachment!
Page 38 of 103 Table 1.f.iii-2:
Basic Event Importance with Respect to LERF Item III Fussell-I I Corresponding Item from Table F-B or Event Name Probability Vesely Description Imoortance Disposition This event is important to core damage because of the conservative, simplifying assumption that an ATWS following an internal flooding initiating event leads directly to core damage.It is likely that an explicit evaluation of ATWS accident DOUB!...!::
C.A.!..!S!::
!=.l\.!L.!..!R.!::
sequence progression after a flooding 59 49-CB-KFOCCF12 1.29E-05 1.30E-02 (CCF)CB-RTA/RTB FO event would eliminate thiS event trom significance.
Dominant cutsets containing this event represent internal flooding sequences where AFW and Chemical and Volume Control Systems would be available forATWSmitigation.
Therefore, no new SAM A items would be generated as a result of this event.60 IE-SOPORV 4.29E-02 1.28E-02 STUCK OPEN PORV OCCURS 56 61 27A-RMST-CST-HE 1.24E-03 1.27E-02 OPERATOR FAILS TO CROSS-TIE 86 CSTS AND RMSTS 62 IE-W--14B-U 1.51 E-04 1.23E-02 MODERATE BREAK FROM AFW PIPE 40 IN ROOM 14B 63 33--0RI------HE 1.50E-02 1.21 E-02 OPERATOR FAILS TO RESTORE 97 RCS INVENTORY IN SBO 64 IE-SB-8B--U 3.30E-03 1.09E-02 MODERATE TRAIN B SW PIPE 18 BREAKS IN ROOM 8B Serial No..09-028 Response to Request for Additional Information Attachment/
Page 39 of 103 Table 1.f.iii-2:
Basic Event Importance with Respect to LERF II Item III Fussell-I I Corresponding Item from Table F-B or Event Name Probability Description Disposition This basic event represents an operator action to isolate a flooding event in safeguards alley.Because of plant changes made, additional time is 3.59E-03 1.02E-02 OPERATOR FAILS TO ISOLATE A available to perform this action.65 05B-AFW-ISO-8-H E MODERATE AFW LEAK BEF 9" However, Item 61 of LRA Appendix E, Attachment F, Table F-8 is analogous to this event tor the mOdel.
item 181 would similarly address this new basic event.3.65E+02 1.01 E-02 MULTIPLIER FOR LOSS OF 10 66 IE-TCC COMPONENT COOLING IE FREQ 02-SWHDRISOX7HE 1.00E+00 9.97E-03 OPERATOR FAILS TO ISOLATE A 73 67 MAJOR SW BREAK IN DG A ROOM 68 IE-SA-301-U 2.73E-03 9.69E-03 TRAIN A SW FLOOD IN ROOM 301 102 Spray shields were placed over piping in safeguards alley that could not be locally isolated to stop a flooding event.This is a new initiating event developed after completing this modification to evaluate 9.00E-03 SW TURBINE HDR FLOOD IN ROOM the risk from breaks of locally-isolable 69 IE-ST-5B--S 8.74E-04 5B WITHIN DRAIN CAP piping.This event is important to core damage because of the potential for propagation to other rooms in safeguards alley.SAMA item 176 in LRA Appendix E, Attachment F, Table F-17 would address this issue.
Serial No..09-028 Response to Request for Additional Information Attachment/
Page 40 of 103 II Table 1.f.iii-2:
Basic Event Importance with Respect to LERF II Item III Fussell-I Event Name Probability Description I Corresponding Item from Table F-8 or I Disposition This event indicates the fraction of time during the year when outside air temperatures are high enough that 70 MULT-TAV 1.50E-02 8.65E-03 MULTIPLIER FOR TAV FRACTION OF Screenhouse ventilation is required.A YEAR SUBJECT TO HI TEMPS SAMA item to provide a high-temperature alarm for the Screen house and a procedure and equipment to provide temporary ventilation could potentially be cost beneficial.
This basic event represents an operator action to isolate a flooding event in safeguards alley.Because of plant OPERATOR FAILS TO ISOLATE A changes made, additional time is 71 02-SWHDRISOXGHE 1.30E-02 8.50E-03 available to perform this action.MAJOR SW BRK IN ROOM 156 However, Item 31 of LRA Appendix E, Attachment F, Table F-3 is analogous to this event for the SAM A model.SAMA item 176 would similarly address this new basic event.72 AC-0159 3.21 E-01 8.44E-03 OFFSITE POWER NOT RECOVERED 126 WITHIN 1 HOUR, 59 MINUTES 73 10-GE-KPSCCF12 2.75E-04 8.25E-03 DOUBLE COMMON CAUSE FAILURE 94 (CCF)EDGS FAIL TO START 74 1 O-GE-TSC-DG-PR 3.06E-02 8.02E-03 TSC DIESEL GENERATOR FAILS TO 108 RUN 75 05BMVI-MS 1 02-FO 2.66E-03 7.97E-03 MOV MS-102 FAILS TO OPEN 112 Serial No..09-028 Response to Request for Additional Information Attachment/
Page 41 of 103 Table 1.f.iii-2:
Basic Event Importance with Respect to LERF Fussell-Item Event Name Probability Vesely Description Corresponding Item from Table F-8 or Disposition This event is related to failure to provide an alternate source of water to the MANUAL VALVE DW-20 FAILS TO CSTs.Item 103 in LRA Appendix E, 76 27 AXV-DW20---FO 4.80E-04 7.82E-03 Attachment F, Table F-3 also is related CLOSE to CST makeup.A SAMA item to ameliorate inadequate AFW suction is addressed under item 71 in LRA Appendix E, Attachment F, Table F-17.77 IE-SLB 6.17E-03 7.80E-03 STEAM OR FEEDWATER LINE 116 BREAK OCCURS 78 34-CVSI3034AVCO 1.01 E-07 7.78E-03 CHECK VALVES RHR-5ASI-303A AND 129 SI304A TRANS OPEN VAR TERM 79 34-CVSI3034BVCO 1.01E-07 7.78E-03 CHECK VALVES RHR-5BSI-303B AND 130 SI304B TRANS OPEN VAR TERM Serial Nu..09-028 Response to Request for Additional Information Attachment!
Page 42 of 103 Table 1.f.iii-2:
Basic Event Importance with Respect to LERF Fussell-Corresponding Item from Table F-8 or Item Event Name Probability Vesely Description Imoortance Disposition A major service water pipe break in the Cardox room rapidly propagates to the B-train switchgear room and causes a loss of offsite power.The dominant accident sequences for this event involve failure of the A-train diesel generator thereby resulting in a station blackout.I he Kewaunee t-'KA models assume that any internal flooding event that results in a station blackout results in core damage.However, detailed evaluation of station blackout events 80 IE-S--4B--M 2.03E-07 7.46E-03 MAJOR FLOOD FROM SERVICE would likely show that some mitigation of WATER IN ROOM 4B flood-induced station blackouts could occur, thereby decreasing the importance of this event.Since this event is of low importance and more detailed modeling of existing procedures and equipment would lessen the importance, no SAMA items are developed from this event.Furthermore, preventing failure of the diesel generator would eliminate station blackout as a concern.Other means are available to mitigate station blackouts.
Refer to SAMA items 55,56,58,21, and 22.
Serial No..09-028 Response to Request for Additional Information Attachment/
Page 43 of 103 Table 1.f.iii-2:
Basic Event Importance with Respect to LERF Fussell-Corresponding Item from Table F-8 or Item Event Name Probability Vesely Description Disposition
!monrt::l!"!cP-A major service water pipe break in the Cardox room rapidly propagates to the B-train sWitchgear room and causes a loss of offsite power.The dominant accident sequences for this event involve failure of the A-train diesel generator thereby resulting in a station blackout.I he Kewaunee I-'KA mOdels assume that any internal flooding event that results in a station blackout results in core damage.However, detailed evaluation of station blackout events 02-SWHDRISOXDHE 9.96E-01 7.46E-03 OPERATOR FAILS TO ISOLATE would likely show that some mitigation of 81 MAJOR SW BREAK IN C02 ROOM flood-induced station blackouts could occur, thereby decreasing the importance of this event.Since this event is of low importance and more detailed modeling of existing procedures and equipment would lessen the importance, no SAM A items are developed from this event.Furthermore, preventing failure of the diesel generator would eliminate station blackout as a concern.Other means are available to mitigate station blackouts.
Refer to SAMA items 55,56,58,21, and 22.05BPMSKPSCCF123 2.50E-05 7.44E-03 TRIPLE COMMON CAUSE FAILURE 45 82 (CCF)AFW-1A/1 BITD PS 1 O-GE-DG1 B---FL 2.86E-03 7.44E-03 INDEPENDENT FAILURE DIESEL 118 83 GENERATOR B FAILS TO LOAD Serial No..09-028 Response to Request for Additional Information Attachment/
Page 44 of 103 Table 1.f.iii-2:
Basic Event Importance with Respect to LERF Fussell-Item Event Name Probability Vesely Description Corresponding Item from Table F-8 or Importance Disposition This event is important to core damage because of the conservative, simplifying assumption that an ATWS following an internal flooding initiating event leads directly to core damage.It is likely that an explicit evaluation of ATWS accident 84 47-CNRKRCCCF1-8 7.41E-06 7.34E-03 CL.C8AL..RX TRP RL YS sequence progression after a flooding (CNTCS)event would eliminate this event from significance.
Dominant cutsets containing this event represent internal flooding sequences where AFW and Chemical and Volume Control Systems would be available for ATWS mitigation.
Therefore, no new SAMA items would be generated as a result of this event.85 IE-SA-8B--U 2.17E-03 7.14E-03 MODERATE TRAIN A SW PIPE BREAKS IN ROOM 8B 74 86 IE-SB-3B--M 3.61E-06 6.85E-03 MAJOR FLOOD FROM SW TRAIN B IN ROOM 3B 45 87 02-SWHDRISOXAHE 1.00E+00 6.83E-03 OPERATOR FAILS TO ISOLATE MAJOR SW BREAK IN DG BROOM 46 88 IE-SA-403-U 4.65E-03 6.74E-03 SW TRAIN A FLOOD IN ROOM 403 106 89 STBY-ABBFD 5.00E-01 6.68E-03 AUX BLDG BSMT FAN COIL UNIT D IS IN STANDBY 111 90 31-PM-KPRCCF126.96E-066.65E-03 DOUBLE COMMON CAUSE FAILURE (CCF)CCW-1A/-1B PR 23 91 IE-SB-14B-S 1.55E-03 6.65E-03 SPRAY EVENT FROM TRAIN B SW IN 122 AUX BUILDING BASEMENT Serial No..09-028 Response to Request for Additional Information Attachment/
Page 45 of 103 Table 1.f.iii-2:
Basic Event Importance with Respect to LERF Fussell-Corresponding Item from Table F-8 or Item Event Name Probability Vesely Description Disposition Importance This basic event represents an operator action to isolate a flooding event in safeguards alley.Because of plant changes made, additional time is 92 08-FPHDRISOX9HE 4.14E-04 6.59E-03 OPERATOR FAILS TO ISOLATE A available to perform this action.MAJOR FP BREAK IN SCRNHSE However, Item 87 of LRA Appendix E, Attachment F, Table F-3 is analogous to this event for the SAMA model.SAM A item 176 would similarly address this new basic event.A moderate rupture of service water pipe in the A-train switchgear room causes a loss of the A-train switchgear and leads to a loss of offsite power.The dominant contributors to accident sequences 93 IE-SB-2B--U 2.62E-06 6.55E-03 TRAIN B SW FLOOD IN ROOM 2B following this event are failures of the B-EXCEEDS DRAIN CAPACITY train diesel.Providing a path for water to leave the room before level reaches 18 inches would preclude a loss of offsite power and minimize the need for the B-train diesel generator.
Refer to SAM A item 181.94 PORV-A 5.00E-01 6.41 E-03 STUCK OPEN PORV IS PR-2A 91 95 PORV-B 5.00E-01 6.40E-03 STUCK OPEN PORV IS PR-2B 92 96 33-F925--CAL-AE 4.84E-03 6.39E-03 TECHNICIAN MISCALIBRATES SI 114 FLOW CHANNEL F925 97 IE-SB-403-U 4.47E-03 6.38E-03 SW TRAIN B FLOOD IN ROOM 403 105 98 10-GE-DG1A---FL 2.86E-03 6.34E-03 INDEPENDENT FAILURE DIESEL 109 GENERATOR A FAILS TO LOAD Serial No..09-028 Response to Request for Additional Information Attachment/
Page 46 of 103 Table 1.f.iii-2:
Basic Event Importance with Respect to LERF Fussell-Item Event Name Probability Vesely Description Corresponding Item from Table F-B or Imoortance Disposition This event is important to core damage because of the conservative, simplifying assumption that an A TWS following an internal flooding initiating event leads directly to core damage.It is likely that an explicit evaluation of ATWS accident 99 49-ROD-MECH--FA 1.80E-06 6.11 E-03 CONTROL RODS FAIL TO DROP sequence progression after a flooding INTO THE CORE event would eliminate this event from significance.
Dominant cutsets containing this event represent internal flooding sequences where AFW and Chemical and Volume Control Systems would be available for ATWS mitigation.
Therefore, no new SAM A items would be generated as a result of this event.PORV IS CHALLENGED BY THE Giventhelow importance of this event, 100 PORV-CHALLENGE 2.08E-02 6.11 E-03 very little benefit would be obtained from INITIATOR efforts to reduce the importance further.Therefore, no SAM A items are added.101 IE-TDA 3.65E+02 5.93E-03 MULTIPLIER FOR LOSSOF 125 V DC 110 BUS BRA-104 IE FREQ 102 IE-SB-22B2U 7.94E-04 5.79E-03 SW TRAIN B FLOOD<2000 GPM IN 104 ROOM 22B-2 103 IE-SA-22B1 U 7.89E-04 5.68E-03 SW TRAIN A FLOOD<2000 GPM IN 113 ROOM 22B-1 Serial No..09-028 Response to Request for Additional Information Attachment!
Page 47 of 103 Table 1.f.iii-2:
Basic Event Importance with Respect to LERF Item Fussell-Event Name Probability Vesely Description Corresponding Item from Table F-8 or Importance Disposition This initiating event leads to core damage due to flood-induced failure of equipment needed to maintain RCP seal 104 IE-W--8B5-U 6.38E-05 5.67E-03 MODERATE BREAK FROM AFW PIPE cooling, specifically, failure of MCCs IN ROOM 8B5 52E, 62E, and 62H.Loss of these MCCs leads to a loss of charging pumps and a loss of ventilation needed to ensure continued functioning of CCW pumps.Refer to SAMA item 169.105 IE-SB-3B--U 3.11 E-05 5.64E-03 TRAIN B SW FLOOD IN ROOM 3B EXCEEDS DRAIN CAPACITY 61 106 OPERATOR FAILS TO OPEN DOORS This is the same event evaluated in item 05B-DOOR-AFW-HE 6.09E-03 5.54E-03 14 of LRA Appendix E, Attachment F, TO AFW ROOM B FOR VNTL TN Table F-3.107 IE-F--22B1 M 2.46E-04 5.53E-03 MAJOR FLOOD FROM FIRE This event is similar in effect to items 54 PROTECTION IN ROOM 22B-1 and 55 above.SAMA item 182 would address this event.This event is related to failure to provide 108 03-CVS-MU301-FO 4.23E-05 5.41E-03 CHECK VALVE MU-301 FAILS TO water from the CSTs to AFW.A SAMA OPEN item to mitigate inadequate AFW suction is addressed under item 71 in LRA Appendix E, Attachment F, Table F-17.
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Page 48 of 103 Table 1.f.iii-2:
Basic Event Importance with Respect to LERF Fussell-Item Event Name Probability Vesely Description Corresponding Item from Table F-8 or Imcortance Disposition A moderate rupture of the fire protection water pipe in the A-train switchgear room causes a loss of the A-train switchgear and leads to a loss of offsite power.The dominant contributors to 109 IE-F--2B--U 4.62E-05 5.40E-03 FIRE PROTECTION FLOOD<2000 accident sequences following this event GPM IN ROOM 2B are failures of the B-train diesel.Providing a path for water to leave the room before level reaches 18 inches would preclude a loss of offsite power and minimize the need for the B-train diesel generator.
Refer to SAMA item 181.110 02-SWHDRISOXOHE 9.15E-02 5.37E-03 OPERATOR FAILS TO ISOLATE A 64 MOD.SW BREAK IN DG BROOM This initiating event leads to core damage due to flood-induced failure of equipment needed to maintain RCP seal 111 IE-SA-156-M 1.67E-05 5.13E-03 MAJOR TRAIN A SW PIPE BREAKS IN cooling, specifically, failure of MCCs ROOM 156 52E, 62E, and 62H.Loss of these MCCs leads to a loss of charging pumps and a loss of ventilation needed to ensure continued functioning of CCW pumps.Refer to SAMA item 169.112 05BPT--AFW1C-PR 2.36E-03 5.04E-03 INDEPENDENT FAILURE TO AFW 121 PUMP FAILS TO RUN 113 TRIPLE COMMON CAUSE FAILURE Given the low importance of this event, 05BSV-KFOCCF123 1.69E-05 5.00E-03 very little benefit would be obtained from (CCF)SV-AFW-111A1B/C FO efforts to reduce the importance further.Therefore, no SAMA items are added.
Serial No.: 09-028 Response to Request for Additional Information Attachment!
Page 49 of 103, Response to':Lg The six weaknesses identified in the IPE review have been addressed as indicated below: Weakness 1: Spray was not considered in internal flooding.The flooding model used for SAM A fails all equipment in the same room as the flood source unless an evaluation has been made to determine thatequipment is protected from spray.The PRA model used for the SAMA analysis has addressed this previously identified weakness.Weakness 2: Justification for not including certain phenomena in the containment event trees is absent.The Kewaunee Level 2 model used for SAMA addresses phenomena such as induced steam generator tube rupture that were not modeled in the IPE.The current model uses the ASME PRA Standard as a guide to determine which phenomena to address and which phenomena need not be considered.
The PRA model used for the SAMA analysis has addressed this previously identified weakness.Weakness 3: The link between plant damage states and containment performance is lacking.The model used for SAMA has plant damage state trees to determine the characteristics of each core damage sequence that is important to Level 2.The containment event tree follows the accident sequence scenario and bins the sequence into one or several containment event tree endstates.
The source term category tree bins all the containment event tree endstates into source term categories based on resulting dose, as determined by the Modular Accident Assessment Program (MAAP)thermal hydraulic code.The PRA model used for the SAMA analysis has addressed this previously identified weakness.Weakness 4: The definition of a vulnerability is vague.This weakness relates to identifying vulnerabilities in the IPE and does not pertain to the SAMA analysis.Weakness 5: The timing of human interactions (His)was not adequately addressed.
The human reliability assessment was completely re-performed in 2003 and 2004 in response to the Westinghouse Owners Group (WOG)peer review.This new assessment used operator interviews and simulator observations to determine the time to perform an action and MAAP results to determine the available.
The PRA model used for the SAMA analysis has addressed this previously identified weakness.
Serial No.: 09-028 Response to Request for Additional Information Attachment!
Page 50 of 103 Weakness 6: Dependency between Human Interactions (His)may not be'complete.This weakness was addressed subsequent to the staff evaluation report on the IPEEE and prior to the WOG peer review.Each combination of two or more His within a cutset is now analyzed.The WOG team evaluated this methodology and found it to be appropriate.
The PRA model used for the SAMA analysis has addressed this previously identified weakness.Response to'1.h The referenced text in LRA Appendix E, Attachment F, Section F.2.5 is as follows: The KPS PRA model is updated frequently to maintain it consistent with thebuilt, as-operated plant to incorporate improved thermal hydraulic results, and to incorporate PRA improvements.
The updates have involved a cooperative effort including both licensee personnel and consultant support.As part of model change, the documentation affected by the incorporated changes is updated accordingly per Dominion procedures.
Included in the documentation update is an independent review and approval of each revised document." The PRA model is subjected to a full revision every three years as required by Dominion procedures.
The revision incorporates a full scope of required changes and optional improvements.
High priority issues are incorporated immediately intothemodel;other changes are compiled for a full change at the three-year revision interval.When a potential model change is identified, it is logged and prioritized in a database.Potential model changes include plant hardware or procedure changes, potential model improvements or identified model errors.At the time of the model update, the tracking database is reviewed to identify all required changes.TheSE!changes are implemented in a test version ofthemodel, tested, documented and subjected to independent review and approval.This process is controlledbyprocedure" All model revision documents are independently reviewed by a qualified PRA engineer.The review scope addresses all technical and incidental (e.g., internal documentation) changes made to the model.The reviewer is completely independent, having not participated in the model revision process.Due to the availability of electronic document updates, many reviewers' comments are incorporated into revisions of the documentation while it is still in its draft state.The review process may iterate between prepareI'and reviewer until comments are resolved to the satisfaction of both.Significant comments are documented in a reviewer's comments/resolution log.After an update has been documented and independently reviewed, it must be approved by Dominion PRA management.
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Page 51 of 103 The model update, documentation, review and approval processes are controlled by internal procedure.
Response to'I.i Table F-1 lists each initiating event that contributed, individually, to more than 1%of the CDF.Table 1.i-1 below shows the contribution for all initiating events.The information for the first 25 events has not changed from that given in LRA Appendix E, Attachment F, Table F-1, but is shown to four decimal places consistent with events later in the table.The vast majority of events that contribute less than 1%of theCDFare internal flooding initiating events, generally from service water or fire protection water.Flooding events from service water and fire protection water as a group are significant to CDF because they are unlimilted sources of flood water which, if not isolated in a timely manner, could propagate from the room where the flood initiates to other areas in the plant and damage additional equipment through submergence.
Other initiating events such as medium LOC,A.or steam line break are not significant contributors to the overall CDF.I Table 1.i-1: Contribution to Core Damage Frequency By Initiating Event Percent Initiating Contribution Event ID Initiating Event Description to CDF IE-SA-8B--U MODERATE TRAIN A SW PIPE BREAKS IN ROOM 8B 8.5750%IE-TRA TRANSIENT WITH MAIN FEEDWATER AVAILABLE OCCURS 8.4620%IE-TCC MULTIPLIER FOR LOSS OF COMPONENT COOLING IE FREQ 7.7520%IE-SB-8B--U MODERATE TRAIN B SWPIPE BREAKS IN ROOM 8B 7.6290%IE-SGTR STEAM GENERATOR TUBE RUPTURE OCCURS 6.1430%IE-LOSP LOSS OF OFF SITE POWER OCCURS 5.0100%IE-SB-156-S SMALL TRAIN B SW PIPE BREAKS IN ROOM 156 4.4000%IE-SB-5B--U TRAIN B SW FLOOD IN ROOM 5B EXCEEDS DRAIN CAPACITY 2.5800%IE-SOPORV STUCK OPEN PORV OCCURS 2.5560%IE-TSW MULTIPLIER FOR LOSS OF SERVICE WATER IE FREQUENCY 2.5240%IE-SB-403-U SW TRAIN B FLOOD IN ROOM 403 2.3810%I E-W--14B-U MODERATE BREAK FROM AFW PIPE IN ROOM 14B 2.1870%IE-TMF LOSS OF MAIN FEEDWATER OCCURS 2.0140%IE-W-5B24-U AFW PIPE FLOOD IN SAFEGUARDS ALLEY EXCEEDS DRAIN CAPAC 1.7660%IE-SLO SMALL BREAK LOSS OF COOLANT ACCIDENT OCCURS 1.5890%
Serial No.: 09-028 Response to Request for Additional Information AttachmenU Page 52 of 103 Table 1.i-1: Contribution to Core Damage Frequency By Initiating Event Percent Initiating Contribution Event ID Initiating Event Description to CDF IE-S-5B14-M MAJOR FLOOD FROM SW HEADER IN SAFEGUARDS ALLEY 1.3580%IE-VEF VESSEL FAILURE OCCURS 1.2300%I E-SB-14B-S SPRAY EVENT FROM TRAIN B SW IN AUX BUILDING BASEMENT 1.2280%IE-SB-3B--M MAJOR FLOOD FROM SW TRAIN B IN ROOM 3B 1.2070%IE-W-5B24-S AFW PIPE FLOOD IN SAFEGUARDS ALLEY WITHIN DRAIN CAPAC.1.1710%IE-SB-5B1-S TRAIN B SW FLOOD IN ROOM 5B-1 WITHIN DRAIN CAPACITY 1.1130%IE-SA-129-U TRAIN A SW FLOOD IN ROOM 129 EXCEEDS DRAIN CAPACITY 1.1120%IE-SB-22B2U SW TRAIN B FLOOD<2000 GPM IN ROOM 22B-2 1.0540%IE-TIA MULTIPLIER FOR LOSSOF INSTRUMENT AIR IE FREQUENCY 1.0370%IE-SB-130-U TRAIN B SW FLOOD IN ROOM 130 EXCEEDS DRAIN CAPACITY 1.0340%IE-SB-3B--U TRAIN B SW FLOOD IN ROOM 3B EXCEEDS DRAIN CAPACITY 0.9770%IE-SB-5B3-U TRAIN B SW FLOOD IN ROOM 5B-3 EXCEEDS DRAIN CAPACITY 0.9085%IE-SB-5B--S TRAIN B SW FLOOD IN ROOM 5B WITHIN DRAIN CAPACITY 0.8904%IE-F--2B--M MAJOR FLOOD FROM FIRE PROTECTION IN ROOM 2B 0.8438%IE-SB-5B3-S TRAIN B SW FLOOD IN ROOM 5B-3 WITHIN DRAIN CAPACITY 0.8420%IE-SA-2B--M MAJOR FLOOD FROM SW TRAIN A IN ROOM 2B 0.8169%I E-SA-14B-S SPRAY EVENTFROMTRAIN A SW IN AUX BUILDING BASEMENT 0.7243%IE-SB-156-U MODERATE TRAIN B SW PIPE BREAKS IN ROOM 156 0.7039%IE-SA-301-U TRAIN A SW FLOOD IN ROOM 301 0.6456%IE-SB-3B--S TRAIN B SW FLOOD IN ROOM 3B WITHIN DRAIN CAPACITY 0.6204%IE-SB-22B2M MAJOR FLOOD FROM SW TRAIN B IN ROOM 22B-2 0.6192%IE-TDA MUL TIPLIER FOR LOSSOF 125 V DC BUS BRA-104 IE FREQ 0.6077%IE-SLB STEAM OR FEEDWATER LINE BREAK OCCURS 0.5738%IE-F--4B--M MAJOR FLOOD FROM FIRE PROTECTION IN ROOM 4B 0.5502%
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Page 53 of 103 I Table 1.i-1: Contribution to Core Damage Frequency By Initiating Event Percent Initiating Contribution Event ID Initiating Event Description to CDF IE-F--22B2M MAJOR FLOOD FROM FIRE PROTECTION IN ROOM 22B-2 0.5474%I E-SA-403-U SW TRAIN A FLOOD IN ROOM 403 0.5051%IE-SB-301-U TRAIN B SW FLOOD IN ROOM 301 0.4675%IE-SA-2B--S TRAIN A SW FLOOD IN ROOM 2B WITHIN DRAIN CAPACITY 0.4375%IE-SA-8B--M MAJOR TRAIN A SW PIPE BREAKS IN ROOM 8B 0.4357%IE-W--8B5-U MODERATE BREAK FROM AFW PIPE IN ROOM 8B5 0.4326%IE-SA-5B--S TRAIN A SW FLOOD IN ROOM 5B WITHIN DRAIN CAPACITY 0.4006%IE-W--6B--M FW LINE BREAK IN TURBINE BUILDING CAUSES FP ACTUATION 0.3883%IE-F--22B1 M MAJOR FLOOD FROM FIRE PROTECTION IN ROOM 22B-1 0.3881%IE-SA-22B1 U SW TRAIN A FLOOD<2000 GPM IN ROOM 22B-1 0.3624%IE-E------M LARGE UNISOLABLE BREAK IN RWST PIPING 0.3604%IE-ISL INTERFACING SYSTEM LOSS OF COOLANT ACCIDENT OCCURS 0.3559%IE-SB-14B1S SPRAY EVENT FROM TRAIN B SW IN CHARGING ROOM 0.3183%IE-SB-8B--M MAJOR TRAIN B SW PIPE BREAKS IN ROOM 8B 0.3034%IE-T--6B--M STEAM LINE BREAK IN TURBINE BUILDING CAUSES FP ACTUATION 0.2941%IE-SA-14B1S SPRAY EVENT FROM TRAIN A SW IN CHARGING ROOM 0.2860%IE-TDB MULTIPLIER FOR LOSS OF 125 V DC BUS BRB-104IE FREQ 0.2710%IE-SA-156-S SMALL TRAIN A SW PIPE BREAKS IN ROOM 156 0.2689%IE-S--4B--U SERVICE WATER FLOOD IN ROOM 5B EXCEEDS DRAIN CAPACITY 0.2558%IE-SB-5B2-U TRAIN B SW FLOOD IN ROOM 5B-2 EXCEEDS DRAIN CAPACITY 0.2550%IE-SB-5B1-U TRAIN B SW FLOOD IN ROOM 5B-1 EXCEEDS DRAIN CAPACITY 0.2541%I E-SA-156-M MAJOR TRAIN A SW PIPE BREAKS IN ROOM 156 0.2354%IE-ST-2B--S SW TURBINE HDR FLOOD IN ROOM 2B WITHIN DRAIN CAP 0.2353%IE-SA-14B-U MODERATE BREAK FROM TRAIN A SW IN AUX BUILDING BASEMENT 0.2253%IE-MLO MEDIUM LOSS OF COOLANT ACCIDENT OCCURS 0.2168%
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Page 54 of 103 Table 1.i-1: Contribution to Core Damage Frequency By Initiating Event Percent Initiating Contribution Event ID Initiating Event Description to CDF IE-SA-5B--U TRAIN A SW FLOOD IN ROOM 5B EXCEEDS DRAIN CAPACITY 0.2148%IE-SB-14B-U MODERATE BREAK FROM TRAIN B SW IN AUX BUILDING BASEMENT 0.2085%IE-SA-22B1 M MAJOR FLOOD FROM SW TRAIN A IN ROOM 22B-1 0.2068%IE-SA-2B--U TRAIN A SW FLOOD IN ROOM 2B EXCEEDS DRAIN CAPACITY 0.2058%IE-SA-14B2S SPRAY EVENT FROM TRAIN A SW IN RHR ENVELOPE 0.1933%IE-SB-8B5-S SPRAY EVENT FROM TRAIN B SERVICE WATER IN ROOM 8B5 0.1872%IE-M--8B--U MODERATE BREAK FROM MISCELLANEOUS SYSTEMS IN ROOM 8B 0.1624%IE-W--8B--U MODERATE BREAK FROM AFW PIPE IN ROOM 8B 0.1598%IE-SB-156-M MAJOR TRAIN B SW PIPE BREAKS IN ROOM 156 0.1590%IE-E--8B--U MODERATE BREAK IN ECCS PIPE THAT DRAINS TO ROOM 8B 0.1546%I E-F--5B--U FAILURE OF FIRE PROTECTION PIPING IN ROOM 5B 0.1492%IE-TB5 MULTIPLIER FOR LOSS OF 4160 V AC BUS 5 IE FREQUENCY 0.1395%IE-SB-5B4-U TRAIN B SW FLOOD IN ROOM 5B-4 0.1271%IE-TB6 MULTIPLIER FOR LOSS OF 4160 V AC BUS 6 IE FREQUENCY 0.1220%IE-LLO LARGE BREAK LOSS OF COOLANT ACCIDENT OCCURS 0.1170%IE-SA-14B2U MODERATE BREAK FROM TRAIN A SW IN RHR ENVELOPE 0.1048%IE-SA-14B1U MODERATE BREAK FROM TRAIN A SW IN CHARGING ROOM 0.1031%IE-SB-14B2S SPRAY EVENT FROM TRAIN B SW IN RHR ENVELOPE 0.0934%IE-M--231-U PIPING FAILURES IN ROOM 231 0.0897%IE-SA-5B1-S TRAIN A SW FLOOD IN ROOM 5B-1 WITHIN DRAIN CAPACITY 0.0849%I E-E--14B-U MODERATE BREAK IN ECCS PIPE THAT DRAINS TO ROOM 14B 0.0811%IE-SP-2B--S SWPT FLOOD IN ROOM 2B WITHIN DRAIN CAPACITY 0.0630%IE-SA-5B2-S TRAIN A SW FLOOD IN ROOM 5B-2 WITHIN DRAIN CAPACITY 0.0618%IE-SA-1A1 BM MAJOR FLOOD FROM SW TRAIN A IN SCREEN HOUSE BASEMENT 0.0606%
Serial No.: 09-028 Response to Request for Additional Information AttachmenU Page 55 of 103 Table 1.i-1: Contribution to Core Damage Frequency By Initi,ating Event Percent Initiating Contribution Event 10 Initiating Event Description to CDF IE-SB-1A1BM MAJOR FLOOD FROM SW TRAIN B IN SCREEN HOUSE BASEMENT 0.0574%IE-SA-156-U MODERATE TRAIN A SWPIPE BREAKS IN ROOM 156 0.0557%IE-SB-14B1U MODERATE BREAK FROM TRAIN B SW IN CHARGING ROOM 0.0540%IE-SB-14B2U MODERATE BREAK FROM TRAIN B SW IN RHR ENVELOPE 0.0497%IE-SB-8B5-U MODERATE BREAK FROM TRAIN B SERVICE WATER IN ROOM 8B5 0.0395%IE-F--6B--M MAJOR FIRE WATER BREAK IN TURBINE BUILDING 0.0370%IE-ST-2B--U SW TURBINE HDR FLOOD IN ROOM 2B EXCEEDS DRAIN CAP 0.0366%IE-SA-5B1-U TRAIN A SW FLOOD IN ROOM 5B-1 EXCEEDS DRAIN CAPACITY 0.0341%IE-SB-2B--U TRAIN B SW FLOOD IN ROOM 2B EXCEEDS DRAIN CAPACITY 0.0325%I E-F--2B--U FIRE PROTECTION FLOOD<2000 GPM IN ROOM 2B 0.0323%IE-SA-5B2-U TRAIN A SW FLOOD IN ROOM 5B-2 EXCEEDS DRAIN CAPACITY 0.0305%IE-SA-5B4-U TRAIN A SW FLOOD IN ROOM 5B-4 0.0296%IE-SB-162-U TRAIN B SW FLOOD IN ROOM 162 0.0293%IE-SA-129-S TRAIN A SW FLOOD IN ROOM 129 WITHIN DRAIN CAPACITY 0.0270%IE-SB-130-S TRAIN B SW FLOOD IN ROOM 130 WITHIN DRAIN CAPACITY 0.0267%IE-SA-5B3-S TRAIN A SW FLOOD IN ROOM 5B-3 WITHIN DRAIN CAPACITY 0.0253%IE-SB-5B2-S TRAIN B SW FLOOD IN ROOM 5B-2 WITHIN DRAIN CAPACITY 0.0235%IE-SB-2B--M MAJOR FLOOD FROM SW TRAIN B IN ROOM 2B 0.0226%IE-S--4B--M MAJOR FLOOD FROM SERVICE WATER IN ROOM 4B 0.0224%IE-M--145-U MISCELLANEOUS PIPE BREAKS IN ROOM 145 0.0184%IE-B--TCC-U FAILURE OF CCW PIPING 0.0119%IE-E--14B-M MAJOR BREAK IN ECCS PIPE THAT DRAINS TO ROOM 14B 0.0106%IE-SA-14B2M MAJOR TRAIN A SW PIPE BREAKS IN RHR ENVELOPE 0.0106%IE-SA-14B-M MAJOR TRAIN A SW PIPE BREAKS IN AUX BASEMENT 0.0103%IE-SA-14B1M MAJOR TRAIN A SW PIPE BREAKS IN ROOM 14B-1 0.0093%IE-SP-2B--U SWPT FLOOD IN ROOM 2B EXCEEDS DRAIN CAPACITY 0.0089%
Serial No.: 09-028 Response to Request for Additional Information Attachment!
Page 56 of 103 Table 1.i-1: Contribution to Core Damage Frequency By Initiating Event Percent Initiating Contribution Event ID Initiating Event Description to CDF IE-SA-5B3-U TRAIN A SW FLOOD IN ROOM 5B-3 EXCEEDS DRAIN CAPACITY 0.0080%I E-SA-230-U TRAIN A SW FLOOD IN ROOM 230 EXCEEDS DRAIN CAPACITY 0.0077%IE-SB-14B-M MAJOR TRAIN B SW PIPE BREAKS IN ROOM 14B 0.0075%IE-SB-2B--S TRAIN B SW FLOOD IN ROOM 2B WITHIN DRAIN CAPACITY 0.0074%IE-C--6B--M MAJOR CIRC WATER BREAK IN TURBINE BUILDING 0.0072%IE-SA-8B5-S SPRAY EVENT FROM TRAIN A SERVICE WATER IN ROOM 8B5 0.0066%IE-SA-8B5-M MAJOR TRAIN A SW PIPE BREAKS IN ROOM 8B5 0.0063%IE-V-CVCS-U RUPTURES OF CVCS SYSTEM PIPING 0.0057%IE-S--6B--M MAJOR SERVICE WATERBREAK IN TURBINE BUILDING 0.0044%IE-F--1A1BM MAJOR FLOOD FROM FIRE PROTECTION IN SCREENHOUSEBASEMEN 0.0023%IE-F--4B--U FIRE PROTECTION FLOOD<2000 GPM IN ROOM 4B 0.0021%IE-SB-14B1 M MAJOR TRAIN B SW PIPE BREAKS IN ROOM 14B-1 0.0019%IE-P--243-S SPRAY EVENTS FROM SFPC IN AREA 243 0.0013%IE-SA-8B5-U MODERATE BREAK FROM TRAIN A SERVICE WATER IN ROOM 885 0.0011%IE-M--14B-U BREAK FROM MISC.SYSTEM PIPE IN ROOM 14B 0.0010%IE-E--8B--M MAJOR BREAK IN ECCS PIPE THAT DRAINS TO ROOM 8B 0.0006%IE-F--3B--U FIRE PROTECTION FLOOD<2000 GPM IN ROOM 3B 0.0004%IE-P--243-U BREAK GREATER THAN 100 GPM FROM SFPC IN AREA 243 0.0003%IE-SB-14B2M MAJOR TRAIN B SW PIPE BREAKS IN RHR ENVELOPE 0.0002%
Serial No.: 09-028 Response to Request forAdditionalInformation AttachmenU Pane 57 of 103 NRC RAI2 Provide the following information relative to the Level 2 PRA analysis: a.Section F.2.4 states that the Level 2 model was developed forIndividual Plant Examination (IPE)and updated in 2004 and 2007, and describes the changes made in the 2007 update.Describe the nature of the changes made in the 2004 update beyond those described in Section F.2.4.1, if an],.b.Section F.2.4 mentions the use of"bridge trees".Describe the bridge trees.Confirm whether they are separate event trees that link to the 1 trees or are events incorporated directly into the Level 1 trees.Indicate whether they are quantified by direct linking or by binning.c.Describe any changes made to the definition and development of plant damage states subsequent to the IPE.d.Section F.2.4 states that, with one exception, the Modular Accident Analysis Program (MAAP)case selected to be representative for each release category was the Sclme as for the IPE.The risk profile is much different now than in the IPE, for example, LOCCW-IPE<1%, now 8%;SLOCAs-IPE 21%, now 2%;sao-IPE 40%, now 14%.Provide further discussion and for the selection of the representative MAAP case for each release category.e.The release fractions for several nuclides for source term categories (STCs)11 and 12'are reversed between Tables F-6 and F-10.Confirm which values are correct.f.Tables F-lJ and F-10 indicate a zero release fraction for STCs 1 and 8.Even though these STCs may involve an intact containment, there w.ill be some release to>the environment due to normal leakage.Justify that omitting this contribution to total risk does not impact the results of the SAMA E!valuation.
Dominion Response to RAI 2 Response to The 2004 update employed a different quantification tool from that of the IPE.different quantification tool enabled graphical display of plant damage state, containment event, and source term category trees.The 2004 update also reflected a design change that ensured, in the event of a severe accident, water on the containment bi3sement floor would spill into the reactor sump after reaching a level of 291 inches.
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58 of 103 Response to The term,"bridge tree", refers to event trees that include, as top events, plant systems and operator actions that impact the Level 2 accident sequence progression, but that do not change the frequency of core damage calculated by the event tree.The Kewaunee Level 1 event trees are defined in terms of not only the Level 1 top events, but also certain top events required for Level 2.The top events used forLevel2 are operation of containment fan coil units, containment spray, and low pressure injection onto a damaged core.The top events used for Level 2 are referred to as"bridge trees" in LRA Appendix E, Attachment F, Section F.2.4.These top events are an integral part of the Level 1 event Itrees.Includingthesesystems in the overall quantification ensures that support system dependencies and other dependencies are considered properly in the overall sequence quantification results.Response to The plant damage states in the IPE were based on the following characteristics:
- Containment bypassed or not bypassed*Early or late core damage*High or low Reactor Coolant System pressure at the time of core damage*Success or failure of low pressure injection*Success or failure of containment spray*Success or failure of containment fan coil units*Success or failure of containment isolation The current plant damage states include the following additional characteristics:
- ScrUibbing of interfacing system LOCA release due to the presence of water.*ScrUibbing of steam generator tube rupture release due to the presence of water.*
different Reactor Coolant System pressure bins.*Availability of power.*Availability of feedwater.
The additional modeled characteristics enable a determination of thl3 necessary parameters to estimate the probability of an induced steam generator tube rupture, which was not considered in the IPE and is a major LERF contributor in the current model.
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59 of 103 Response to The methodology of selecting MAAP runs in the Level 2 PRA Analysis was the same as that used for the IPE.However, the MAAP runs were rerun in 2004 using an updated version of the MAAP code and taking into account the power uprate implemented at Kewaunee.These MAAP runs were evaluated in 2007 to ensure that the sequence selected to represent each Source Term Category (STC)still reflected the expected accident progression for the associated source term category.For the source term categories that were not represented by existing MAAP runs, new cases were run.The methodology for determining which MAAP case represents which source term was as follows.Once the Level 2 quantification was complete, a representative sequence was used to mpresent each source term category.The sequence with the highest frequency that bounded the source term category was selected as the representative sequence.When the Level 2 sequences were reanalyzed in 2007, the:2004 MAAP cases were examined.In most cases the existing MAAP runs represented the new source term categories.
Although the frequencies of the source term categories have changed over the years, their physical characteristics remained the same.Response to The release fraction values in LRA Appendix E, Attachment F, Table F-6 are correct.The release fraction values in LRA Appendix E, Attachment F, Table F-10 alre reversed.Response to The 2003 Integrated Leak Rate Testing Interval One-Time Extension Request for Information response in NMC letter NRC-03-121, dated December 12, 2003, contains a Level 2 PRA evaluation.
In this evaluation, leakage rates from an intact containment were assumed to be at their maximum allowable value and the resultant dose for the intact containment source term categorieswas120 person-REM.
The frequencies for STCs 1 and 8 are 1.5E-6/yr and 2.6E-5/yr, respectively.
The total dose risk for these STCs is (120 x (1.5E-6+2.6E-5))or 3.3E-3 person-REM/yr.
The total dose risk for all STCs is 30.2 person-REM/yr.
If it is conservatively assumed that Kewaunee operates with the maximum leakage allowed, the effect of ignoring STCs 1 and 8 is a reduction of 3.3E-3/30.2 or 0.01%in the calculated dose risk.Therefore, neglectingl the release rate from STCs 1 and 8 does not significantly impact the results of the SAMA evaluation.
Serial No.: 09-028 Response to Request for Additional Information Attachment/
Page 60 of 103 NRC RAI3 Provide the flollowing information regarding the treatment of external events in the SAMA aml/ysis: a.Section E2.3.1 summarizes several conservatisms in the fire PRA model.Indicate the fire zone(s)to which each conservatism is applicable.
b.Section F.2.3.1 states that an assessment of the effects of plant procedure changes shows that the CDF would be reduced by a factor of 5 and that a more appropriate fire CDF would be 3.6 E-5.Discuss in more detail the assessme'nt of procedure changes and the impact of the changes on the CDF for each of the fire zones listed in Table F-22.c.The indivJidual plant examination of external events (IPEEE)safety evaluation report (SiER)indicates that the protection of the underground diesel oU storage ti.mk vents against tornado missiles is an open item.Confirm that this has been resolved, or address the implications for the SAMA analysis.d.Table 2.12 of NUREG-1742 indicates that Kewaunee had the potential for adverse seismic-fire interactions due to the presence of mercoid switches in the fire jockey pump and the Cardox system.Confirm that this has been resolved, or address the implications for the SAMA analysis.e.Although Table F-17 includes SAMAs for external events based on generic insights, Ithe plant-specific fire and seismic risk results do not appear to haVE!been systematically reviewed for the purpose of identifying potential external'event SAMAs.i.For of the major fire risk contributors at KPS, provide an evaluation demonstrating that there are no viable SAMA candidates that would furthe'r reduce the fire risk.Address the impact of the weaknesses in thE!fire analysis (as identified in the IPEEE SER/technical evaluation repol1t (TER))on this evaluation.
ii.For e'ach of the major seismic risk contributors at KPS, provide an evalm.tion demonstrating that there are no viable SAMA candidates that would further reduce the seismic risk.Address the impact ofweaknesses in the seismic analysis (as identified in the IPEEE SER/TER}on this evaluation.
Serial No.: 09-028 Response to Request for Additional Information Attachment/
Page 61 of 103 Dominion Response to RAI 3 Response to:3.a Listed below are the conservatisms in the fire PRA model and the affected fire zone(s): 1.Initiating event frequencies are based on old data.*Applies to all fire zones 2.Model assumes isolation of opposite train and isolation of offsite power.*Applies to fires in the cable spreading area, the relay room, the A-train and B-*train AFW pump rooms, the 480V bus 51 and 52 room and the A-train emergency diesel generator room.3.Model assumes that if a cable tray is damaged, all cables within the tray are damaged.*Appllies to all fire zones.4.Fire damalge results are based on conservative COMPBRN-Ille results.*Applies to all fire zones except the B-train AFW pump room.5.The most severe fire in a room is assumed to apply to the entire initiating frequency of the room.*Applies to all fire zones except the B-train AFW pump room.Response to 3.b In order to estimate the amount of conservatism in the Kewaunee IPEEE Fire Risk Analysis,thetop 100 cutsets were examined.The initiators in these cutsets are fire events in one of the four locations described below.Location 1: Control Room, Relay Room, or Safeguards Alley (Event IE-FIRS in Table F-22)Procedure OP-KW-AOP-FP-001, Abnormal Operating Procedure-Fire, indicates that, for a fire in thl3 control room, relay room, or safeguards alley that results in the inability to monitor or control major plant parameters necessary for safe shutdown, operators perform the relevant actions in Appendices C and E to prevent inadvertent actuation/operation in the event of a fire in any other Alternate Zone (B-train).
If the actions in those appendices do not work, procedure OP-KW-AOP-FP-002, Fire in Alternate Zone, is entered.The IPEEE fire calculations assumed that the operators would immediately isolate offsite power, thus inducing a loss of offsite power event.However, based on the current procedure, OP-KW-AOP-FP-001, this is no longer the specified course of action.Thus, in cutsets that only involve failure of the A-train emergency diesel generator, Serial No.: 09-028 Response to Request for Additional Information Attachment!
Page 62 of 103 failure of the offsite power supply to bus 5 would also have to occur.If it is conservatively assumed that all fire events in the relay room result in the offsite power supply breakers to bus 5 opening, the operators would have about 8 hours9.259259e-5 days <br />0.00222 hours <br />1.322751e-5 weeks <br />3.044e-6 months <br /> in which to close any of the above breakers (assuming the turbine driven AFW pump is available for the 8-hour battery life).A screening value of 0.1 can be used for failure to complete the action.Thus, these cutsets can be reduced by an order of magnitude.
Since shutdown is performed from the control room instead of the Dedicated Shutdown Panel (DSP)room, multiple trains of auxiliary feedwater (AFW)are available.
Thus, additional independent failures are required,whichwill reduce cutsets involving a failure of the A-train AFW pump by at least an order of magnitude.
Some cutsets involve a failure of the check valve on a stopped AFW pump to close, resulting in backflow through the stopped pump.However, there is an additional parallel check valve that must fail for the short circuit to occur.Thus, an additional independent failure of a check valve is required, which will reduce any cutset with this type of check valve failure by several orders of magnitude.
Location 2: Dedicated Shutdown Panel (Event IE-FIR8 in Table F-22)Procedure OP-KW-AOP-FP-001, Abnormal Operating Procedure-Fire, requires that, for a fire in the Dedicated Shutdown Panel (DSP)room that results in the inability to monitor or control major plant parameters necessary for safe shutdown, operators perform the relevant actions in Appendix D to prevent inadvertent actuation/operation in the event of a fire in any other Dedicated Zone (A-train).
If the actions in those appendices do not work, procedure OP-KW-AOP-FP-003, Fire in Dedicated Zone, is entered.The IPEEE fire calculations assumed that the operators would immediately offsite power per procedure, thus inducing a loss of offsite power event.However" based on the current procedure, OP-KW-AOP-FP-001, this would not be the specified course of action.Thus, in cutsets that only involve failure of the B-train emergency diesel generator, failure of the offsite power supply to bus 6 would also have to occur.If it is conservatively assumed that all fire events in the DSP room result in the offsitE!power supply breakers to bus 6 opening, the operators would have about 8 hours9.259259e-5 days <br />0.00222 hours <br />1.322751e-5 weeks <br />3.044e-6 months <br /> in which to close any of the above breakers (assuming the turbine driven AFW pump is available for the 8-hour battery life).A screening value of 0.1 can be used for failure to complete the action.Thus, these cutsets can be reduced by an order of magnitUde.
Service Water (SW)and Component Cooling Water (CCW)Systems are normally operating, and since operation of these systems is performed from the control room instead of from the DSP, at least one train of these systems is available.
Thus, actions to manually start pumps at the DSP are not performed, and thus two more cutsets can be eliminated.
Serial No.: 09-028 Response to Request for Additional Information Attachment/
Page 63 of 103Sinceshutdown is performed from the control room instead of the DSP, multiple trains of CCW are available.
Thus, additional independent failures are required, which will reduce the value of cutsets involving operator actions to restart SW and CCW Systems by at least an order of magnitude.
Location 3: EDG Rooms (Events IE-FIR4 and IE-FIR14 in Table F-22)Procedure OP-KW-AOP-FP-001, Abnormal Operating Procedure-Fire, requires that, for a fire in the other relevant locations that results in the inability to monitor or control major plant parameters necessary for safe shutdown, operators perform the relevant actions in Appendices C, 0, or E as appropriate to prevent inadvertent actuation/operation in the event of a fire.The previous Kewaunee fire PRA assumed that the operators would immediately isolate offsite power per procedure, thus inducing a loss of offsite power event.However, based on the current procedure, OP-KW-AOP-FP-001, this is no longer the specified course of action.Thus, in cutsets involving failure of the emergency diesel generator in the unaffected room, failure of the offsite power supply to the unaffected emergency bus (i.e., the bus that is not in the room with the fire)would also have to occur.If a high energy arcing fault occurs in the breaker cubicle of the offsite power supply, it may propagate to the Tertiary (bus 5)or Reserve (bus 6)Auxiliary Transformer and cause damage that is irreparable in the near term.The frequency of these events is at least two orders of magnitudes less than the fire initiating event frequency assumed for the room, and it would not fail offsite power to the opposite train emergency bus.However, if it is conservatively assumed that all fire events in the EDG rooms (TU-90 or TU-92)result in the offsite power supply breakers to the opposite train emergency bus opening, the operators would have about 8 hours9.259259e-5 days <br />0.00222 hours <br />1.322751e-5 weeks <br />3.044e-6 months <br /> in which to close any of the above breakers (assuming the turbine driven AFW pump is available for the 8-hour battery life).A screening value of 0.1 can be used for failure of the action.Thus, these cutsets can be reduced by an order of magnitude.
SW and CCW Systems are normally operating, and since shutdown is performed from the control room instead of the DSP, at least one train of these systems is available.
Thus, actions to manually start pumps at the DSP are not performed, and thus two mom cutsets can be eliminated.Sinceshutdown is performed from the control room instead of the DSP, multiple trains of CCW are available.
Thus, additional independent failures are required, which will reduce the value of cutsets involving operator actions to restart SW and CCW Systems by at least an order of magnitude.
Location 4: AFW Pump Rooms (Events IE-FIR6 and IE-FIR7 in Table F-22)If it is conservatively assumed that all fire events in the A-train AFW pump room or the B-train AFW pump section of safeguards alley result in the offsite power supply Serial No.: 09-028 Response to Request for Additional Information Attachment!
Page 64 of 103 breakers to the opposite train emergency bus opening, the operators would have about 8 hours9.259259e-5 days <br />0.00222 hours <br />1.322751e-5 weeks <br />3.044e-6 months <br /> in which to close any of the above breakers (assuming the TDAFW pump is available for the 8-hour battery life).A screening value of 0.1 can be used for failure of the action.Thus, cutsets that only involve failure of the opposite train emergency diesel generator can be reduced by an order of magnitude.
SW and CCW Systems are normally operating, and since shutdown is performed from the control room instead of the DSP, at least one train ofthesesystems is available.
Thus, actions to manually start pumps at the DSP are not performed and cutsets involving operator actions to restart SW and CCW Systems can be eliminated.
Since shutdown is performed from the control room instead of the DSP, multiple trains of CCW are available.
Thus, additional independent failures are required, which willeliminatecutsets involving failure of one train of CCW.As stated above, the top 100 cutsets were examined in order to estimate the amount of conservatism in the latest Kewaunee Fire Risk Analysis.Of those 100 cutsets, 73 were determined to be conservative, including the top 13 cutsets.Table 3.b-1 summarizes the CDF contribution for the original cutsets and the CDF contribution for thE!recalculated cutsets.As indicated in Table 3.b-1, the overall fire event CDF contribution ofthetop 100 cutsets was reduced by about 80%.A similar decrease is expected in the rest of the cutsets.Thus, the latest Kewaunee Fire Risk Analysis is estimated to be conservative by a factor of about 5.Table 3.b-1 Recalculated CDF Contribution CDF Contribution Cutset Of Top 100 Cutsets Additional Failure Of Top 100 Cutsets Number Initiating Event=1.33E-04/yr Probability
=2.59E-05/yr 1 IE-FIR5 1.17E-05 Iyr 0.1 1.17E-06/yr 12 IE-FIR14 1.15E-05 Iyr 0.1 1.15E-06 Iyr 3 IE-FIR14 9.00E-06 Iyr 0.1 9.00E-07 IyrIE-FIR4 9.00E-06/yr 0.1 9.00E-07/yr 5 IE-FIR14 6.88E-06/yr 0 O.OOE+OO Iyr 6 IE-FIR8 6.65E-06 Iyr 0.1 6.65E-07 Iyr 7 IE-FIR8 5.18E-06/yr 0.1 5.18E-07 Iyr 8 IE-FIR5 3.99E-06/yr 0.1 3.99E-07/yr 9 IE-FIR8 3.96E-06 Iyr 0 O.OOE+OO Iyr 10 IE-FIR5 3.35E-06 Iyr 0.1 3.35E-07 Iyr 11 IE-FIR6 3.28E-06/yr 0.1 3.28E-07 Iyr 12 IE-FIR4 3.07E-06/yr 0.1 3.07E-07/yr 13 IE-FIR14 2.72E-06/yr 0.1 2.72E-07/yr Serial No.: 09-028 Response to Request for Additional Information Attachment!
Page 65 of 103 Table 3.b-1 Recalculated CDF Contribution CDF Contribution Cutset Of Top 100 Cutsets Additional Failure Of Top 100 Cutsets Number Initiating Event=1.33E-04 Iyr Probability
=2.59E-05 Iyr 14 IE-FIR10 2.66E-06/yr 1 (no change)2.66E-06/yr 15 IE-FIR11 2.66E-06/yr 1 (no change)2.66E-06/yr 16 IE-FIR6 2.55E-06/yr 0.1 2.55E-07/yr 17 IE-FIR6 1.95E-06/yr 0 O.OOE+OO/yr 18 IE-FIR14 1.87E-06/yr 0 O.OOE+OO/yr 19 IE-FIR5 1.69E-06/yr 0.1 1.69E-07/yr 20 IE-FIR8 1.57E-06/yr 0.1 1.57E-07/yr 21 IE-FIR5 1.39E-06/yr 1 (no change)1.39E-06/yr 22 IE-FIR4 1.30E-06/yr 0.1 1.30E-07/yr 23 IE-FIR14 1.30E-06/yr 0.1 1.30E-07/yr 24 IE-FIR5 1.18E-06/yr 0.1 1.18E-07/yr 25 IE-FIR5 1.15E-06/yr 1 (no change)1.15E-06/yr 26 IE-FIR8 1.08E-06/yr 0 O.OOE+OO/yr 27 IE-FIR14 1.03E-06/yr 1 (no change)1.03E-06/yr 28 IE-FIR4 9.08E-07/yr 0.1 9.08E-08/yr 29 IE-FIR14 9.08E-07/yr 0.1 9.08E-08/yr 30 IE-FIR11 9.06E-07/yr 1 (no change)9.06E-07/yr 31 IE-FIR5 9.03E-07/yr 0.1 9.03E-08/yr 32 IE-FIR5 9.00E-07/yr 0.1 9.00E-08/yr 33 IE-FIR5 9.00E-07/yr 0.1 9.00E-08/yr 34 IE-FIR14 8.19E-07/yr 0.1 or lower 8.19E-08/yr 35 IE-FIR10 8.03E-07/yr 1 (no change)8.03E-07/yr 36 IE-FIR6 7.72E-07/yr 0.1 7.72E-08/yr 37 IE-FIR8 7A7E-07/yr 0.1 7A7E-08/yr 38 IE-FIR14 6.94E-07/yr 0.1 6.94E-08/yr 39 IE-FIR4 6.94E-07/yr 0.1 6.94E-08/yr 40 IE-FIR4 6.91 E-07/yr 0.1 6.91 E-08/yr 41 IE-FIR4 6.91 E-07/yr 0.1 6.91 E-08/yr IE-FIR14 6.91 E-07/yr 0.1 6.91 E-08/yr 43 IE-FIR5 6.50E-07/yr 0.1 6.50E-08/yr IE-FIR8 5.93E-07/yr 1 (no change)5.93E-07/yr IE-FIR5 5.72E-07/yr 0.1 or lower 5.72E-08/yr IE-FIR6 5.30E-07/yr 0 O.OOE+OO/yr Serial No.: 09-02El Response to Request for Additional Information Attachment!
Page 66 of 1Table 3.b-1 Recalculated CDF Contribution CDF Contribution Cutset Of Top 100 Cutsets Additional Failure Of Top 100 Cutsets Number InitiatinQ Event=1.33E-04 Iyr Probability
=2.59E-05 Iyr 47 IE-FIR8 5.23E-07/yr 0.1 5.23E-08/yr 48 IE-FIR5 5.04E-07/yr 0.1 or lower 5.04E-08/yr 49 IE-FIR14 5.00E-07 Iyr 0.1 5.00E-08/yr 50 IE-FIR4 5.00E-07/yr 0.1 5.00E-08/yr 51 IE-FIR5 4.89E-07 Iyr 0.1 4.89E-08/yr 52 IE-FIR8 4.72E-07/yr 0.1 or lower 4.72E-08/yr 53 IE-FIR14 4.62E-07/yr 0.1 or lower 4.62E-08 Iyr 54 IE-FIR14 4.55E-07/yr 1 (no change)4.55E-07/yr 55 IE-FIR8 4.00E-07/yr 0.1 4.00E-08/yr 56 IE-FIR8 3.98E-07/yr 0.1 3.98E-08/yr 57 IE-FIR11 3.83E-07/yr 1 (no change)3.83E-07/yr 58 IE-FIR10 3.83E-07/yr 1 (no change)3.83E-07/yr 59 IE-FIR14 3.75E-07/yr 0.1 3.75E-08/yr 60 IE-FIR4 3.75E-07/yr 0.1 3.75E-08/yr 61 IE-FIR6 3.68E-07/yr 0.1 3.68E-08/yr 62 IE-FIR5 3.33E-07/yr 0.1 or lower 3.33E-08/yr 63 IE-FIR14 3.20E-07/yr 1 (no change)3.20E-07/yr 64 IE-FIR5 3.00E-07/yr 1.00E-03 or lower 3.00E-10/yr 65 IE-FIR5 3.00E-07/yr 1.00E-03 or lower 3.00E-10/yr 66 IE-FIR5 2.97E-07/yr 0.1 or lower 2.97E-08/yr 67 IE-FIR6 2.92E-07/yr 1 (no change)2.92E-07/yr 68 IE-FIR8 2.88E-07/yr 0.1 2.88E-08/yr 69 IE-FIR10 2.68E-07/yr 1 (no change)2.68E-07/yr 70 IE-FIR11 2.68E-07/yr 1 (no change)2.68E-07/yr 71 IE-FIR8 2.66E-07/yr 0.1 or lower 2.66E-08/yr 72 IE-FIR8 2.62E-07/yr 1 (no change)2.62E-07/yr 73 IE-FIR6 2.58E-07/yr 0.1 2.58E-08/yr 74 IE-FIR5 2.45E-07/yr 0.1 or lower 2.45E-08/yr 75 IE-FIR10 2.42E-07/yr 1 (no change)2.42E-07/yr 76 IE-FIR5 2.41 E-07/yr 0.1 or lower 2.41 E-08/yr 77 IE-FIR6 2.32E-07/yr 0.1 or lower.2.32E-08/yr 78 IE-FIR14 Z.30E-07 Iyr 0.1 or lower 2.30E-06 Iyr 79 IE-FIR8 2.16E-07/yr 0.1 2.16E-08/yr Serial No.: 09-02B Response to Request for Additional Information Attachment!
Page 67 of 1Table 3.b-1 Recalculated CDF Contribution CDF Contribution Cutset Of Top 100 Cutsets Additional Failure Of Top 100 Cutsets Number Initiatina Event=1.33E-04 Ivr Probability
=2.59E-05 Ivr 80 IE-FIR10 2.05E-07/yr 1 (no change)2.05E-07/yr 81 IE-FIR11 2.05E-07/yr 1 (no change)2.05E-07/yr
- 82 IE-FIR11 2.04E-07/yr 1 (no change)2.04E-07/yr 183 IE-FIR11 2.04E-07/yr 1 (no change)2.04E-07/yr 84 IE-FIR10 2.04E-07/yr 1 (no change)2.04E-07/yr 185 IE-FIR6 1.97E-07/yr 0.1 1.97E-08/yr 86 IE-FIR6 1.96E-07/yr 0.1 1.96E-08/yr 87 IE-FIR8 1.85E-07 Iyr 1 (no change)1.85E-07/yr 88 IE-FIR14 1.78E-07/yr 0.1 or lower 1.78E-08 Iyr 89 IE-FIR5 1.65E-07/yr 0.1 or lower 1.65E-08/yr 90 IE-FIR5 1.54E-07/yr 0.1 1.54E-08/yr 91 IE-FIR5 1.50E-07/yr 0.1 1.50E-08/yr 92 IE-FIR5 1.50E-07/yr 0.1 or lower 1.50E-08/yr 93 IE-FIR10 1.48E-07/yr 1 (no change)1.48E-07/yr 94 IE-FIR11 1.48E-07/yr 1 (no change)1.48E-07/yr 95 IE-FIR6 1.42E-07 Iyr 0.1 1.42E-08/yr 96 IE-FIR10 1.36E-07/yr 1 (no change)1.36E-07/yr 97 IE-FIR8 1.33E-07/yr 0.1 or lower 1.33E-08/yr 98 IE-FIR6 1.31E-07/yr 0.1 or lower 1.31 E-08/yr 99 IE-FIR6 1.29E-07/yr 1 (no change)1.29E-07/yr 100 IE-FIR7 1.28E-07/yr 0.1 1.28E-08/yr Table 3.b-2 shown below indicates the effect of the multipliers on each initiating event: Table 3.b-2 I Rank Event 10 Description Mult]CDFw/I LERF CDF Mit 1 IE-FIR5 FIRE IN RELAY ROOM 0.170 3.26E-05 5.55E-06 1.15E-08 1.96E-09 2 IE-FIR10 FIRE IN BUS 5 SWITCHES IN ECCA 1.0005.49E-065.49E-06 1.93E-09 1.93E-09 3 IE-FIR11 FIRE IN BUS 6 SWITCHES IN ECCA 1.000 5.23E-06 5.23E-06 1.85E-09 1.85E-09 4 IE-FIR14 FIRE IN DIESEL GENERATOR RM A 0.119 4.94E-06 1.47E-08 1.7'5E-09 5 IE-FIR8 FIRE NEAR BUSES 51 AND 52 0.119 2.40E-05 2.85E-06 8.41 E-09 9.9 1 9E-10 6 IE-FIR4 FIRE IN DIESEL GENERATOR RM B 0.1001.77E-051.77E-06 6.32E-09 6.2i2E-10 Serial No.: 09-028 Response to Request for Additional Information Attachment!
Page 68 of 103'7 IE-FIR6 AFW PUMP A OIL FIRE 0.112 1.18E-05 1.32E-06 E-09 4.60E-10IE-FIR2 FIRE IN CABLE SPREADING ROOM 1.000 2.34E-07 4.94E-11 r4.94E-11 9 IE-FIR7'AFW PUMP B OIL FIRE 0.100 3.52E-07 3.52E-08 8.11E-11 8.111 E-12 10 IE-FIR9 FIRE NR GAS BTLS ON FAN FLOOR 1.0001.13E-081.13E-08 O.OOE+OO O.OOE+OO 11 IE-FIR13 FIRE IN PRZR PORV SWS IN MCCC 1.0001.12E-081.12E-08O.OOE+OOO.OOE+OO 12 IE-FIR12 FIRE IN SG PORV SWS IN MCCA 1.000 1.04E-08 1.04E-08 1.25E-12 1.25E-12 13 IE-FIR3 FIRE IN BUS 1 AND 2 ROOM 1.0009.66E-109.66E-10 O.OOE+OO O.OOE+OO 14 IE-FIR1 FIRE NEAR MCC-62J 1.000O.OOE+OOO.OOE+OOO.OOE+OOO.OOE+OO Total for all zones 1.39E-04 2.75E-05 9.KIE-09 Response to 3.e Protection of the underground diesel oil storage tank vents against tornado missiles is no longer an open item with respect to the Individual Plant Examination of Externall Events (IPEEE).In 2005, these vents were lowered so they would not extend significantly abovethetop of the concrete Turbine Building foundation.
Lowering the vents ensures that they would not be crimped by breakaway of the metal side panels of the Turbine Building, thus greatly reducing the tornado risk below the threshold for consideration in the IPEEE.Therefore, the issue identified in the IPEEE is considered resolved.Nevertheless, while resolved from an IPEEE standpoint, a future separation modification is planned which will further minimize the tornado risk.Response to 3.d As stated in the Kewaunee Individual Plant Examination of External Events (IPEEE), during a seismic event, the failure mode of the mercoid switches in the fire jockey pump and the Cardox System would be to prevent the jockey pump or Cardox System from operating.
Therefore, the only case in which a seismic failure of the switches would be an issue would be in a concurrent fire and seismic event.As a result of a seismic walkdown, the IPEEE also concluded that there was no potential for fire-seismic interactions and that the probability of an independent fire concurrent with a seismic event was negligible.
Therefore, the mercoid switches in the fire jockey pump and the Cardox System were not seen as a vulnerability and were not replaced.The staff evaluation report of the Kewaunee IPEEE specifically states that the fire-seismic:
interactions issue is closed.No changes have occurred since the IPEEE that would change this conclusion.
Additionally, these switches were not credited in the seismic: risk assessment, so there are no implications related to the SAMA analysis.Response to 3.e.i Both the Kewaunee Individual Plant Examination of External Events (I PEE E)and thE!IPEEE SER/technical evaluation report were reviewed as part of the initial identification of potential SAMA items.As stated in Section 4.0 of the IPEEE SERltechnical Serial No.: 09-028 Response to Request for Additional Information Attachment!
Page 69 of 103 evaluation report, no vulnerabilities to external events wereidentifiedthrough the IPEEE and no major plant changes were deemed necessary based on the IPEEE.The response to RAI 3.b provided above details, for the risk-significant fire areas, the impact to fire CDF resulting from procedural changes and plant improvements completed since the IPEEE.As stated in that response, explicit modeling of these changes, as well as removing the known conservatisms described, would lower the internal fire-related CDF to less than 3.6E-05 per year, which is less than half the internal events-related CDF of 7.7E-05.The response provided to RAI 3.b describes the major fire risk contributors at Kewaunee.Dominant Cutsets The dominant cutsets from the analysis summarized in the response to RAI 3.b were reviewed to determine if any additional SAM A items not already identified could reduce fire risk.The results of this review are summarized below.The dominant cutsets for fires in one of the two diesel rooms involve failure of the emergency diesel generator located in the opposite-train room.Failure of the other emergency diesel generator may be a result of either direct failure or failure of ventilation systems.Preventing failure of the emergency diesel generator is evaluated in SAMA items 55, 56, 58, 21, and 22.Ventilation-related emergency diesel generator failures are evaluated in SAM A items 80,160,166,167,170, and 171.The dominant cutsets for relay room fires involve failure of at least one emergency diesel generator either directly or through failure of ventilation systems.Preventing failure of the emergency diesel generator is evaluated in SAMA items 55,56,58,21, and 22.Ventilation-related emergency diesel generator failures are evaluated in SAM A items 80,160,166,167,170, and 171.The dominant cutsets for fires near buses 51 or 52 involve failure of at least one emergency diesel generator either directly or through failure of ventilation systems.Preventing failure of the emergency diesel generator is evaluated in SAMA items 21, 22,55,56, and 58.Ventilation-related emergency diesel generator failures are evaluated in SAM A items 80,160,166,167,170, and 171.The dominant cutsets for fires in one of the AFW pump rooms involve failure of the emergency diesel generator located in the opposite-train room.Failure of the opposite train emergency diesel generator may be either direct failure or through failure of ventilation systems.Preventing failure of the emergency diesel generator is evaluated in SAMA items 55, 56, 58, 21, and 22.Ventilation-related emergency diesel generator failures are evaluated in SAMA items 80,160,166,167,170, and 171.Weaknesses The IPEEE Technical Evaluation Report (TER)identified several weaknesses with the IPEEE internal fire evaluation.
The first two weaknesses relate to documentation of how the COMPBRN code was used to evaluate initiating event locations and frequency Serial No.: 09-028 Response to Request for Additional Information Attachment!
Page 70 of 103 values.Although addressing these weaknesses may provide a better understanding of the process used to evaluate internal fires, there is no indication that an improper or non-conservative analysis method was used.Therefore, the internal fire analysis results are considered valid and no new SAMA items are expected to be identified by addressing these weaknesses.
The third weakness relates to not considering fires that have occurred at Kewaunee in the initiating event frequency analysis.The first event cited involved an emergency diesel generator room fire that occurred in 1977 due to carbon buildup in the exhaust.At that time, testing of the emergency diesel generators involved performing a fast start of the engine without placing a load on the generator.
Once the fast start was verified, the diesel was secured.These testing conditions were conducive to carbon build-up in the exhaust.Currently, emergency diesel generator testing involves running the engines under load for a minimum of one hour.This operating practice does not promote carbon buildup and, therefore, the cause of this fire would no longer be applicable to Kewaunee operation.
The second event cited was a fire in the main auxiliary transformer, which is located outside and on grade level.The 4kV AC switchgear rooms are located below grade away from these transformers.
Therefore, the cited event would not be applicable to fire frequency inside the plant.Resolution of the third weakness, therefore, would not result in the identification of any new SAMA items.The fourth weakness involves the resolution of Generic Issue (GI)57.The identified weakness is not with the internal fire analysis, but rather with the thoroughness of the actions taken to resolve GI-57.It should be noted that GI-57 was considered resolved by the IPEEE analysis.Since this weakness does not relate directly to the internal fire PRA, resolution of this weakness would not cause any change to fire risk and, therefore, no new SAMA items would be identified.
The fifth weakness is concerned with screening out large portions of the Auxiliary Building from consideration.
These areas were not considered because they are large and open areas.The weakness states that radiant energy from fires near safety-related equipment could cause equipment damage.Although a fire very near a component located in a large open area could cause damage by radiant energy from a fire, this potential must be balanced with the lower probability that a fire will occur in a specific location in a large area as opposed to anywhere in the area.The large open areas cited in the weakness, AX-23A and AX-23B, do contain safety-related equipment, but the equipment is generally separated from other equipment by rooms consisting of concrete walls or fire barriers.However, the entrance to individual rooms is generally through open access ways configured to minimize radiation shine.Thus, while the areas are considered open, a fire is unlikely to radiate and damage equipment located in another area room.Therefore, it is concluded that this weakness would not identify any new SAMA items.The sixth weakness cites that walkdowns did not verify that fire suppression system placement and sizing were correct.Although not verified in the IPEEE analyses, the Serial No.: 09-028 Response to Request for Additional Information Attachment!
Page 71 of 103 weakness does not give indication that any fire suppression systems are inadequately designed.Kewaunee has an in-depth fire protection program which ensures that fire protection systems are designed and operated properly and in compliance with applicable codes and standards.
Thus, this weakness is considered to reflect only on the completeness of the supporting documentation of the IPEEE and not on the overall results.Therefore, it is concluded that resolution of this weakness would not identify any new SAMA items.The seventh weakness deals with the consideration of fire barriers that are impaired prior to the fire initiating event.As discussed above, Kewaunee has an in-depth fire protection program to ensure that fire barriers are maintained as designed.Barrier impairment procedures are in place to track, mitigate, and rectify any impaired fire barriers.Therefore, it is concluded that resolution of this weakness would not identify any new SAMA items.The eighth weakness indicates that transient combustibles were not considered when screening out the emergency diesel generator fuel oil day tank room.Although transient combustibles may not have been considered, the overall impact is expected to result in only a small change in frequency.
Therefore, it is concluded that resolution of this weakness would not identify any new SAMA items.The ninth weakness relates to completeness of the submittal, indicating that specific component failures due to fire effects or suppression activities were not identified.Sincethis weakness is only related to thoroughness of documentation, it is concluded that resolution of this weakness would not identify any new SAMA items.The last weakness relates to the assumption that blown fuses would protect control circuits from the effects of a control panel fire.As noted in the TER discussion of this weakness, operator action to remove fuses based on procedural guidance would have the same effect of protecting circuits.Current Kewaunee abnormal procedures for fire response direct that fuses for many circuits be pulled.Therefore, it is concluded that resolution of this weakness would not identify any new SAMA items.Response to 3.e.ii Both the Kewaunee Individual Plant Examination of External Events (IPEEE)and the IPEEE SER/technical evaluation report were reviewed as part of the initial identification of potential SAMA items.As stated in Section 4.0 of the IPEEE SER/technical evaluation report, no vulnerabilities to external events were identified through the IPEEE and no major plant changes were deemed necessary based on the IPEEE.The results of the IPEEE analysis were reviewed to determine if any additional SAM A items not already identified could reduce seismic risk.The results of this review are summarized below.Dominant Sequences Serial No.: 09-028 Response to Request for Additional Information Attachment!
Page 72 of 103 Six sequences dominate the seismic risk for Kewaunee.The first dominant sequence is a seismic event followed by failure of the containment structure or steam generators.
This sequence is assumed to lead directly to core damage.The cost of strengthening these structures to withstand higher peak ground acceleration (PGA)levels is considered greater than the maximum available benefit.The second dominant sequence is a seismic event followed by failure of the Screenhouse, Auxiliary Building, Turbine Building, or Reactor Containment Vessel.This sequence is assumed to lead directly to core damage.The cost of strengthening these structures to withstand higher PGA levels is considered greater than the maximum available benefit.The third dominant sequence is a loss of off-site power and failure of the Auxiliary Feedwater (AFW)System.Failure of the AFW System is attributed to failure of the operator to shift the AFW pumps suction from the Condensate Storage Tank (CST)to the Service Water (SW)System.A sensitivity analysis performed as part of the IPEEE evaluated the effect of reducing the failure probability of operator action to switch AFW pump suction.That analysis showed a 2-percent reduction in seismic CDF.Such a small reduction in CDF would show little benefit.Furthermore, SAMA items to improve long-term AFW suction availability are evaluated with SAMA items 71 and 172 with an additional evaluation provided in the response to RAI 8.a.Therefore, it is concluded that no new SAMA items would be identified to reduce the risk presented by this sequence.The fourth dominant sequence has a frequency of 1.0E-06 per year and is a failure of the emergency AC power system, including the emergency diesel generators, and supporting mechanical and electrical equipment.
All components in the AC power system have median capacities of 1.86g PGA or greater which is quite robust.Since!the components that contribute to this sequence are robust and the sequence has a low frequency, strengthening the components to withstand higher PGA would likely be!expensive and produce little benefit.Therefore, it is concluded that no new SAMA items would be identified to reduce the risk presented by this sequence.The fifth dominant sequence has a frequency of 9.0E-07 per year and is failure of the SW System.Failure of the SW System is dominated by failure of the Intake Structure, which is modeled using the surrogate component.
The Intake Structure was screened based on a High Confidence Low Probability of Failure (HCLPF)level of 0.30g.All other components in the SW System have median seismic capacities of 0.66g PGA 0Ir greater.The cost of strengthening the Intake Structure to withstand higher PGA levels is considered greater than the maximum available benefit.The sixth dominant sequence is failure of the DC power system, including failure of the station batteries, battery chargers, cable trays and electrical support equipment.
This sequence has a frequency of 4E-07 per year.All components in the DC power system have median seismic capacities of 1.10g PGA or greater.As a result, failure of DC power is dominated by failure of the surrogate component.
Given the low frequency of this sequence, very little benefit would be obtained from efforts to reduce the Serial No.: 09-028 Response to Request for Additional Information AttachmenU Page 73 of 103 importance further.Therefore, it is concluded that no new SAMA items would be identified to reduce the risk presented by this sequence.Weaknesses The IPEEE TER identi:fied five weaknesses with the IPEEE seismic evaluation.
The first weakness relates to the use of the surrogate component to screen components.
Use of the surrogate component in the seismic analysis results in risk values that overstate the risk that would be calculated if a more detailed evaluation of component seismic capacity was used.The seismic risk at Kewaunee is low relative to the risk from other events.Removing the conservatism from the analysiswouldresult in a lower risk.Therefore, it is concluded that no new SAMA items are expected to be identified by resolving this weaknes.s.
The second weakness relates to the use of a uniform hazard spectrum (UHS)curve other than recommended in NUREG-1407.
Although use of a different UHS curve could produce a slightly different response, the frequency of seismic events at Kewaunee, particularly seismic events of a magnitude to threaten plant components, is very low.The seismic PRA documentation includes a sensitivity study using the Lawrence Livermore National Laboratory (LLNL)mean seismic hazard curves.The results of this sensitivity study show only a 15%increase in CDF versus the IPEEE base case.Therefore, it is concluded that no new SAM A items are expected to be identified by resolving this weakness.The third weakness identified that calculations for the probability of operator actions required after a seism ic event did not consider the locations or environment that could exist after the seismic event.A sensitivity evaluation presented in the IPEEE increased the failure probability of each operator action by one order of magnitude and showed insignificant changes in CDF.Another evaluation reduced operator failure probabilities by one order of magnitude and also showed insignificant changes in CDF.Since thE!overall seismic results;are insensitive to changes in operator error probability values, it is concluded that no new SAM A items are expected to be identified by resolving this weakness.The fourth weakness identified that certain specific procedural changes were not proposed as a result of the analysis.As discussed above, sensitivity analyses show that overall seismic risk is not sensitive to changes in the probability of operator errors.Therefore, it is concluded that no new SAMA items are expected to be identified by resolving this weakness.The last weakness noted that changes to the Residual Hear Removal (RHR)heat exchangers to redUCE!seismic risk have not been considered.
The dominant seismic results discussed above did not showtheRHR heat exchangers to be a significant contributor.
Since the seismic analysis from the IPEEE is conservative and low, and sincetheRHR heat exchangers are not significant contributors to seismic risk, it is concluded that resolution of this weakness would not identify any new SAMA items.
Serial No.: 09-028 Response to Request for Additional Information Attachment!
Page 74 of 103 NRC RAI4 Provide the followingr information relative to the Level 3 PRA analysis: a.Provide information on how the population growth rates and the transient population data were developed, including the source of the county growth rates, how the growth rate estimates were applied, and how growth was estimated for the transient population.
b.The base case analysis assumes all releases occur at the top of the containment with an ambient thermal content.Demonstrate that the resulting population doses bound those expected for a steam generator tube rupture'(SGTR)with faiJure of secondary side isolation, which is the dominant contributor to population dose at KPS.c.The core radionllclide inventory is stated as being based on an end-of-cyc/E!
ORIGEN2 analysis for KPS.Confirm that this core inventory reflects the!expected fuel malnagementlburnup during the license renewal period.d.Describe the mE,thodology and data sources used to fill in any gaps in thE1 onsite meteorology data.Dominion Response to RAI 4 Response to 4.a Population growth were based on Wisconsin county population projections for the years 2000-2030, provided by the Demographics Service Center of the Wisconsin Department of Administration in its"Final Population Projections for Wisconsin Counties by Components of Change: 2000-2030," available at: http://www.doa.state.wi.us/docs_
view2.asp?docid=2065 Both geometric and exponential annual county growth rates were calculated for the 2030-2033 population growth.The exponential rates were found to result in a larger projected 2033 population surrounding the site and were applied to the population in each of the 160 population wedges (10 distance rings x 16 directions).
Individual county growth rates were applied to the fraction of area of each wedge in each county.The transient population was taken from the site's evacuation time estimate study.The transient population was added to the residential population (taken from the 2000 census)and the growth rates described above were applied to the total.
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Page 75 of 103 Response to 4.b LRA Appendix E, Attachment F, Section F.3.7 describes a sensitivity analysis of Level 3 input parameters, including release height and release heat.Total risk, with the contributions from all source term categories including number 13 (SGTR with failure of secondary side isolation), was calculated for ground-level release andforrelease heat content of 1 and 10 megawatts (MW).The total risk for an additional release height sensitivity case, release halfway up the containment, was performed for this response.LRA Appendix E, Attachment F, Table F-14 shows the insensitivity of the total dose and cost risk to changes in release height and release heat.A ground-level release height is seen to result in 6%less risk (dose and cost)than the base case top of containment release.The mid-containment release risk is intermediate between the ground-level and top of containment release.Table F-14 also shows the insensitivity of the total risk to changes in release heat.Releases with 10 MW per release segment (each source term category is modeled with 4 release segments)indicate an increase of up to 5%in total risk (cost risk in this case)compared with the base case;the 1 MW per release segment case shows a result intermediate of the 0 (base case)and 10 MW per release segment cases.Section F.3.7 also describes the conservative base case assumption of imposingl perpetual rainfall in the 40-50 mile segment surrounding the Kewaunee site.Table F-14 shows that modeling the measured time-varying meteorology in this segment, as is done in all other segments, as opposed to the base case perpetual rainfall assumption, would result in a decrease in dose and cost risk of 61 and 66%, respectively.
Section F.3.7 notes that this conservative base case assumption"is seen to more than balance any increases that might be due to alternative specification of release parameters." Therefore, the presented base case total risk bounds any possible perturbations in release height and rel19ase heat.Response to 4.c The core inventory used in the Level 3 PRA analysis reflects the current Kewaunee core inventory.
Kewaunee has no current plans that would cause fuel managementlburnup to change during the license renewal period.Response to 4.d Gaps in onsite meteorology data were filled in using the data substitution priority indicated in the Table 4.d-1.I Table 4.d-1 I1 Measurement I PrimafYI Secondary I Tertiary I Quaternary I 5th 6th[7th I Wind Direction 197-foot 33-foot Backup Point Beach Point Sheboygan, Austin eleval:ion elevation 33-foot 148-foot Beach WI CMAN Straubel elevation elevation 33-foot Station 63-Airport, foot Green Serial No.: 09-028 Response to Request for Additional Information Attachment/
Page 76 of 103 Table 4.d-1Measurement Prima!iJ Secondary I Tertiary I Quaternary I 5th I 6thelevationelevation Bay, WI 2,3-foot elevation Wind Speed 197-foot 33-foot Backup Point Beach Point Sheboygan, Austin elevation elevation 33-foot 148-foot Beach WI CMAN Straubel elevation elevation 33-foot Station 63-Airport, elevation foot Green elevation Bay, WI 33-foot elevation Stability 197-foot 33-foot Backup Point Beach Delta T Variance 33-foot Delta T and Variance 148-foot Variance Preci pitation Sturgeon Austin Bay, WI Straubel Ground-Airport, level Green Bay, WI Ground-level The 33, 53, 148, and 197-foot wind speed data, if used, were extrapolated to the elevation ofthetop of containment.
Traditional default power law exponents for extrapolation of hourly wind speeds wem used.These values for Pasquill Stability categories A through G are as follows: A(1):-0.12 B(2):-0.16 C(3):-0.20 0(4):-0.25 E(5):-0.30 F(5):-0.40 G(7):-0.40 A professional meteorologist, using available hourly weather conditions present in the event of no other available stability data, interpolated the stability category.
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Page 77 of 103 NRC RAI5 Provide the followinU information with regard to the selection and screening of Phase I SAMA candidates:
a.For Item 2 in Table F-3 (LOSP-24, Loss of all power from the grid during 24 hours2.777778e-4 days <br />0.00667 hours <br />3.968254e-5 weeks <br />9.132e-6 months <br />), it is stated that the ability to isolate flooding events without requiring power"would gmatly lower the importance of this event" and that SAMA 168 (Provide the ability to manually close electrically operated valves needed to isolate flooding E1vents)is applicable.
The Fussell-Vesely value for LOSP-24 is 0.1793.However, the evaluation of SAMA 168 in Section F.6.31 resulted in only a 1%reduct/on in CDF.Explain why the impact of this SAMA is so small.Identify and discuss alternative SAMAs that might be more effective in addressing this important risk contributor.
b.For items 22, 23 and 35 (and others)in Table F-3, adding a refueling water storage tank (RViIST)low level alarm and/or an automatic refilling system for the RWST could potentially reduce dependency on prior action or eliminate the need for the operator to refill the RWST.Provide an evaluation of these alternative SAMA$.c.In several places in Table F-17 (SAMAs 7 and 30, for example), the SAMA is stated to be already implemented, but the basis for this statement (e.g., citation of a specific procedure change)is not cited.Provide the basis for the'statement that the SAMA is already implemented for all SAMAs where nOt citation is currently provided.d.SAMA 10 (Revise procedure to allow bypass of diesel generator trips)is stated in Table F-17 to be of very low benefit based on review of only 8 months of EDG failure data (January 2001 through August 2001).Justify thalt this is enough data to exclude trip circuitry as a cause of EDG unavailability.
e.The potential E'nhancement for SAMA 64 involves either procedure and hardware modifications to allow manual alignment of the fim water system to the component cooling water (CCW)system or installing il cooling water header cross-tie.
Table F-17 indicates that this SAMA is already implemented, apparently on the basis that the system is normally cross-tied.
Confirm that thE1 CCW system can be manually cross-tied to the fire water system or, if this capability does not exist, evaluate its addition as a potential SAMA.f.It is stated in Table F-17 that KPS does not have a diesel-driven fire pump.Discuss the benefits (in both internal events and fire events)of adding a diesel-driven fire pump at KPS.
Serial No.: 09-028 Response to Request for Additional Information Attachment!
Page 78 of 103 g.For SAMA 144 (Install additional transfer and isolation switches), it is noted in Table F-17 that actuations do not contribute to fire CDF since no credit is taken for equipment that is not specifically analyzed to survive a fire.It is not clear how not taking credit for this equipment reduces the importance of spurious actuations.
Provide further justification for screening out this SAMA or considE'r appropriate plant improvements.
h.SAMA 151 (Increase training and operating experience feedback to improve operator response)is dispositioned in Table F-17 as needing further evaluation.
However, it is not included among the SAMAs that were further evaluated (as in Table F-19).Also, the comments in the column"Results of Potential Enhancement" for this item refer to Tables 5 and 6, but no such tables are provided in the ER.Clarify the disposition of SAMA 151.Dominion Response to RAI 5 Response to 5.a A loss of offsite power from the grid within the 24 hours2.777778e-4 days <br />0.00667 hours <br />3.968254e-5 weeks <br />9.132e-6 months <br /> immediately following an initiating event (basic event LOSP-24)is important for several reasons.First, this event renders the Feedwatm System unavailable.
Additional reasons for the importance of this event are: (1)thB need for power to isolate internal flooding sources and (2)the unavailability of equipment as a result of the various flooding events.The reason that the benefit of SAMA 168 is small is that the improvement addresses only isolation of flood sources and not loss of equipment availability.
SAMA 169 evaluated the benefits of protecting the MCCs from submergence and concluded that the SAMA could be cost beneficial.
Equipment may be unavailable either as a direct result of the flood, e.g., through spray or submergence, or indirectly by actions taken to isolate the flood.Numerous flooding events are analyzed for Kewaunee.Although each flooding event has unique effects, there are some common characteristics among the events.For example, some larger flooding events from the Auxiliary Feedwater (AFW)System in the Auxiliary Building are assumed to render the entire AFW System unavailable and to be unisolable in the time available to prevent subsequent equipment damage, particularly submergence of safety-related motor control centers (MCCs).For these larger AFW flooding events, all secondary cooling is lost because of the initiating event and the loss of offsite power, and ECCS injection and charginq are lost because the safety-related MCCs are submerged as a result of the flooding.Protection of the safety-related MCCs in these events would ensure availability of power to components in the Chemical and Volume Control System and Safety Injection Systems to maintain RCP seal cooling and provide bleed and feedcorecooling.
With power available, the Chemical and Volume Control and Safety Injection Systems could still be available in a flooding event because their associated equipment is located well above the flood level that would fail the MCCs.
Serial No.: 09-028 Response to Request for Additional Information Attachment!
Page 79 of 103 Provision of temporary cooling is evaluated by SAMA items 81,82,83,166,167,170, and 171 and the results concluded that implementing these items could be cost beneficial.
For larger flooding events from the Service Water System, particularly flooding events in the Auxiliary Building, one train of service water is lost because it is isolated to stop the flood.One train of EGGS equipment is also rendered unavailable through the isolation of cooling water (service water)from the failed service water header.Subsequently, a random failure of the emergency diesel generator on the unaffected service water train results in a loss of the associated EGGS equipment.
For these larger Service Water System flooding events, the emergency diesel generator on the train of service water with the break would still be available because the diesel cooling supply is ups,tream of the isolation valve to the Auxiliary Building header.Although power would be available from one emergency diesel generator, the equipment that it supplies would be unavailable because cooling water has been isolated.Particularly, cooling to the safeguards alley room coolers would be lost, thereby rendering electrical equipment unavailable.
Providing temporary cooling to the switchgear rooms, emergency diesel generator rooms, and safeguards alley during these flooding events would maintain availability of the AFW pump on the service water train affected by the flood, thereby maintaining secondary side decay heat removal.Another reason that basic event LOSP-24 is important is related to the failure probability that is used.The failure probability for this event represents the chance for a loss of offsite power anytime within 24 hours2.777778e-4 days <br />0.00667 hours <br />3.968254e-5 weeks <br />9.132e-6 months <br /> of an initiating event and considers power losses that could occur immediately after a turbine trip.Many of the initiating events for which LOSP-24 is important are Auxiliary Building floods which would result in a manual" controlled shutdown thereby putting less stress on the grid and possibly resulting in a lower chance of offsite power.In some cases, the loss of power would not occur until many hours after the initiating event.However, the accident analysis treats any loss of offsite power as if it occurred concurrently with the internal flooding event.The PRA quantification uses a 24-hour mission time for the emergency diesel generators when a shorter time would be more appropriate for some events where the loss occurs hours after the initial shutdown.For these events, crediting any availability of offsite power would allow use of some of the EGGS equipment on the train with the service water flood.During this initial period of power availability, it is also likely that plant operators would initiate a plant cooldown and depressurization because of the extent of failed equipment.
To define, develop and analyze such a time-phased accident progression would require a substantial effort, but would likely present a significant reduction in the importance for basic event LOSP-24.Since the SAMA items described above were found to be cost beneficial, and since a more detailed time-phased accident analysis is expected to show that the importance of basic event after implementing the SAM A items described above would be much less, it is concluded that no additional SAMA items would be effective in the risk of this event.
Serial No.: 09-028 Response to Request for Additional Information Attachment!
Page 80 of 103 Response to S.b The existing low level alarm at 37%Refueling Water Storage Tank (RWST)level and the existing low-low level alarm at 4%RWST were considered in the PRA model used for the SAMA analysis..
Therefore, it is considered that adding another low level alarm to the RWST, as mentioned in the question, would have a negligible impact to plant risk.The effect of adding an automatic RWST fill system was evaluated by assuming that manual operator action to refill the RWST would be successful.
This is conservative because it does not include failure probability of the automated system and is modeled by setting to zero the failure probability values for the cognitive and execution portions of operator error to ma nually refill the RWST.Utilizing this modeling resulted in a Source Term Category (STC)Frequency of 7.267E-5 with the following contributions from each STC: 1.1.394E-6 2.O.OOOE+O 3.O.OOOE+O 4.4.055E-5 5.1.838E-7 6.4.775E-9 7.2.566E-8 8.2.172E-5 9.O.OOOE+O 10.O.OOOE+O 11.1.217E-7 12.1.546E-7 13.7.814E-6 14.7.047E-7 The frequency of each STC above was multiplied by the associated conditional dose value from LRA Appendix E, Attachment F, Table F-15 to obtain the expected dose value for each STC.These expected dose values were then summed to obtain the totall expected dose value of 26.15 person-REM per year that would result after implementation of the SAMA.Similarly, the frequency of each STC above was multiplied by the associated conditional property damage value from LRA Appendix E, Attachment F, Table F-16 to obtain the expected property damage value for each STC.These expected property damage values were then summed to obtain the total expected damage value of$41,279 per year that would result after implementation of the SAMA.The benefit of implementing this SAMA was then calculated as shown in LRA Appendix E, Attachment F, Section FA and the results are shown below along with the total averted costs.
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Page 81 of 103 CDF After Enhancements 7.267E-05 Total Expected Offsite Property Damage$/year Offsite (F AP DA)$41,279 Total Expected Person-REM/year Offsite (F AD pA)26.15 Averted Public Exposure (APE)$86,790 Averted Offsite Pl"Operty Damage Costs (AOC)$90,628 Averted Immedial:e Occupational Exposure Costs (Wd$584 Averted Long-Term Occupational Exposure Costs (W LTO)$2,544 Total Averted OCGupational Exposure Costs (AOE)$3,128 Averted Cleanup andDecontaminationCosts (U CD)$95,409 Averted Replacement Power Costs (U RP)$39,616 Averted Onsite Costs (AOSC)$135,025 Total Averted CO:3ts (APE+AOC+AOE+AOSC)$315,571 Significant Costs Not Considered?(Yes/No)Yes Cost of Enhancement (COE)$850,000 Double Calculated Benefit$631,141 NPV of twice benefit (-)$218,858 The present value of total averted costs for implementing this SAMA is$315,571.This amount has been doubled to account for the potential reduction in risk from external events, resulting in a total potential benefit of$631,141.As described above, implementation of this SAMA would provide an automatic system to provide RWST refill on a low-low level.Automatic RWST refill would require that a source for boration be available.
Existing procedures for manually refilling the RWST direct that the boric acid transfer pumps be used in conjunction with the reactor water makeup pumps.Implementation of this SAMA would require control circuitry to align flow from the reactor makeup water storage tanks through the boric acid transfer pumps to the RWST in order to ensure proper boration.In addition, control circuitry would be required to automatically align flow from the reactor makeup water storage tanks through the reactor water makeup pumps to the RWST.Consequently, the costs for control circuitry would be significantly more expensive than the cost for the changes that installed the Auxiliary Building flooding alarms,$149,700 from LRA Appendix E, Attachment F, Section F.6.33.Due to the complexity of the controls reqUired to implement this SAMA., it is assumed that the control circuitry changes would be twice the cost of the Auxiliary Building flooding alarms, resulting in a total cost of$300,000 for the control circuitry changes.At least two automatic valve operators would be required in the Reactor Makeup Water System.These would be located in the Turbine Building.Also, one automatic valve operator for the RWST piping would be required and located in the Auxiliary Building.Detailed cost estimates to procure and install these operators have not been developed; however, it is expected that procurement and installation of the valve operators would cost well in excess af the$100,000 minimum cost assumed for a modification in the Serial No.: 09-028 Response to Request for Additional Information Attachment/
Page 82 of 103 SAMA analysis.Thel-efore, the total costs for procurement and installation of valve operators are estimated to be at least$200,000.In addition to the new control circuitry, existing manual valves would require that automatic operators be added.Because these valves wouldinterfacebetween seismically qualified and seismically unqualified piping, pipe stress analyses would be required to evaluate plant response, costing a minimum of$100,000.Installation of an automatic RWST makeup system would likely require that control circuits be provided on control boards in the control room.Since changes to the control room would be required, changes to the Kewaunee training simulator would also be required along with changes to training plans.These changes are estimated to cost twice the minimum cost for a procedure change assumed in the SAMA analysis, or$50,000.Therefore, the total costs for simulator modifications and training plan changes are estimatecl to be at least$100,000.In order to implement the new SAMA, changes to the Emergency Operating Procedures would be required along with new surveillance, test, and maintenance procedures.
The changes to the EOPs alone would cost a minimum of$100,000, as assumed in the SAMA analysis.Ongoing maintenance and surveillance costs for the equipment and controls are estimated to cost at least$50,000 over the license renewal period.Even considering the conservative cost estimates described, the costs above total more than$850,000.SinCE!this cost is significantly greater than the potential benefit, detailed costs estimates have not been performed.
As quantified above, the total averted costs of this SAMA are$631,141" Implementation of this alternative would cost a minimum of$850,000.Therefore, thE!present worth can be calculated as: NPV S$631,141-$850,000.NPV S Consequently, since the calculated present worth is negative, implementation of this SAMA would not be cost beneficial.
Response to S.c Three SAMA items listed as already implemented were identified as lacking a basis.Each of these items is, listed in Table 5.c-1 below with the basis for concluding that each has been implemented.
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Page 83 of 103 Table 5.c-1 Potentiall Enhancement Result of Potential Enhancement and Basis&**&10 (SAMA Title)for Conclusion That SAMA is Implemented 007 Add an automatic feature to Increased availability of the 120 V vital AC bus.transfer th e 120V vital AC bus from normal to standby The vendor technical manual provides a power.description of how the inverters automatically transfer to the standby source.030 Improve ECCS suction Enhanced reliability of ECCS suction.strainers.
Modifications implemented in response to Generic Letter 2004-02.185 Improve the reliability of Improves the availability of secondary cooling.turbine-driven AFW pump.A comparison of Kewaunee-specific data with NUREG/CR-6928 shows that the TDAFP has a lower failure rate.Response to S.d In addition to the emergency diesel generator (EDG)failure data collected during the period from January:;:001 through August 2001 J failures recorded in the Maintenance Rule tracking data from August 2001 through January 2009 have also been reviewed.During that period, a total of eleven failures associated with the EDGs occurred, none of which involved an automatic trip circuit failure that would be recoverable if a procedure existed to bypass the trip circuitry.
Response to S.e The Component Cooling Water (CCW)System at Kewaunee consists of two pumps and two heat exchangers.
The two pumps take suction from a single, common pipe.The pump discharge lines then combine into a single line that leads to the two heat exchangers.
The outlet lines from each of the two heat exchangers combine into a common pipe.One pump and one heat exchanger are associated with train A and the other pump and heat exchanger with train B.However, it is possible to use the pump powered from A-train to provide flow to a CCW heat exchanger that is cooled withtrain service water.Based on the above, SAMA 64 was considered implemented.
The CCW System cannot currently be crosstied to the fire water system.The risk impact of providing the ability to route fire protection water to be used as cooling for the CCW heat exchangers was evaluated.
To represent the risk impact of this SAMA, it was assumed that the potential benefit could be represented by failure of a single operator action to alinn fire protection water.The failure probability of this operator action was 5.0E-02.
Serial No.: 09-028 Response to Request for Additional Information Attachment!
Page 84 of 103 Utilizing this modeling resulted in a Source Term Category (STC)Frequency of 7.979E-5 with the following contributions from each STC: 1.1.498E-6 2.O.OOOE+O 3.O.OOOE+O 4.3.949E-5 5.1.970E-7 6.5.008E-9 7.2.691 E-8 8.2.561 E-5 9.O.OOOE+O 10.O.OOOE+O 11.1.217E-7 12.1.546E-7 13.9.399E-6 14.3.283E-6 The frequency of each STC above was multiplied by the associated conditional dose from LRA Appendix E, Attachment F, Table F-15 to obtain the expected dose for each STC.These expected dose values were then summed to obtain the total expected dose value of 29.95 person-REM per year thatwouldresult after implementation of the SAMA.Similarly, the frequency of each STC above was multiplied by the associated conditional property damage value from LRA Appendix E, Attachment F, Table F-16 to obtain the expected property damage value for each STC.These expected property damage values were then summed to obtain the total expected damage value of$49,582 pelr year that would result after implementation of the SAMA.The benefit of implementing this SAMA is then calculated as shown in LRA Appendix E, Attachment F, Section F.4 and the results are shown below along with the total averted costs.CDF After Enhancements 7.979E-05 Total Expected Offsite Property Damage$/year Offsite (F AP DA)$49,582 Total Expected Person-REM/year Offsite (FAD pA)29.95 Averted Public Exposure (APE)$5,100 Averted Offsite Property Damage Costs (AOC)$1,270 Averted Immediate Occupational Exposure Costs (W 1O)$79 Averted Long-Term Occupational Exposure Costs (W LTO)$342 Total Averted Occupational Exposure Costs (AOE)$421 Averted Cleanup and Decontamination Costs (U CD)$12,836 Averted Replacement Power Costs (U RP)$5,330 AvertedOnsiteCosts (AOSC)$18,166 Serial No.: 09-028 Response to Request for Additional Information Attachment!
Page 85 of 103 Total Averted Cm;ts (APE+AOC+AOE+AOSC)$24,956 Significant Costs ,'lot Considered?(Yes/No)Yes Cost of Enhancement (COE)$250,000 Double Calculated Benefit$49,912 NPV of twice bem!fit (-)$200,088 The present value of total averted costs for implementing this SAMA is$24,956.This amount has been doubled to account for the potential reduction in risk from external events, resulting in a total potential benefit of$49,912.Implementation of this SAMA would require a plant modification to provide hose connections to one heat exchanger.
Using the standard costs for a modification shown in LRA Appendix E, Attachment F, Section F.6, the minimum cost of this modification would be$100,000.The modification for this SAMA would also require a hardware change to weld several hose connections and valves to one of the CCW heat exchangers.
detailed estimates were not performed, procurement and installation of these\/alves is estimated to cost at least$50,000.In addition to the modification, changes to the Emergency Operating Procedures (EOPs)would be required to direct use of the Fire Protection System to cool the heat exchangers.
Changes to the EOPs are estimated to cost at least$100,000 because of the updates to operator requalification training.Because these costs exceed the potential benefits calculated above, more detailed costs estimates are not performed.
As quantified above, the total averted costs of this SAM A are$49,912.Implementation of this alternative would cost a minimum of$250,000.Therefore, the present worth can be calculated as: NPV::;$49,912-$250,000.NPV::;-200,0813 Since the present warth is negative, implementation of this SAMA would not be cost beneficial.
Response to S.t Risk reduction from installation of a diesel-driven fire pump (DDFP)potentially could be seen in the internal events as well as the external events analysis.For the internal events analysis, risk reduction could occur by using the DDFP as an alternative source for steam generator makeup or an alternate source to provide cooling fluid to plant components.
For external events, a DDFP could provide additional fire suppression capability.
These potential benefits could be provided either by a permanently-installed pump or through use of a portable pump.A permanently installed pump could provide a greater benefit than a portable pump because a permanent pump would be available immediately, while cl portable pump would require time to position and connect.However, the costs of providing a portable pump could be significantly less than a permanently installed pump.
Serial No.: 09-028 Response to Request for Additional Information Attachment!
Page 86 of 103 Kewaunee is provided with two motor-driven fire pumps that are powered from the safety-related 480 VAC buses.Although the fire pumps are automatically stopped if a safety injection signal is received;in the absence of a safety injection signal, thedriven fire pumps are automatically powered from the emergency diesel generators, should a loss of offsite power occur.A safety injection signal concurrent with a loss of power on both 480'lAC buses would be a low-probability event.Therefore, fire protection water would be available except for scenarios where all safety-related 480 VAC power is lost.4BO VAC power would generally be available except during station blackout (SBO)events, which are defined as a loss of power to both safety-related 4160 VAC buses, and durinq the low-probability event where power could be available to one safety-related 4160 VAC bus, but not available to either safety-related 480 VAC bus.For the latter situation to occur, either the supply breaker from the 4160 VAC bus to the 480 VAC bus must spuriously open, or the 4160-480 VAC transformer must fail.Both of these are low-probability occurrences.
Since the benefit of a DDFP primarily occurs only for SBO scenarios, availability of fire protection water would show only a marginal improvement with the addition of a DDFP.In the Kewaunee fire PRA analysis, suppression by fire protection water is only credited for fires in the B-train auxiliary feedwater (AFW)pump room.These scenarios contribute less than 0.3%to the CDF and less than 0.2%to the LERF for internal fire accident scenarios.
Therefore, even if the addition of a DDFP would completely eliminate these scenal"ios, the effect on plant risk would be minimal.Fire protection water could potentially be used to provide steam generator makeup in the event that all other means of steam generator makeup are unavailable.
Although the Kewaunee PRA models do not take credit for such actions, the existing motor-driven pumps would be adequate for this purpose when 480 VAC power is available.
For SBO scenarios, a DDFP could be used for steam generator makeup if the turbine-driven AFW pump fails however, since these are low frequency scenarios, a DDFP for steam generator makeup would provide a very small reduction in CDF and LERF.Use of the Fire Protection System as a source of cooling fluid for plant components was evaluated under SAMAs 19 and 64 (refer to RAI 5.e).The results of these evaluations determined that use of a manually aligned alternate cooling water source would not becostbeneficial.
The modeling intheseevaluations was such that availability of AC power was not required.Therefore, any benefit of a DDFP for cooling water to plant components would be bounded by these evaluations and not becostbeneficial.
The addition of a DDFP at Kewaunee would likely require construction of a separate building to house the pump due to the limited space available inside the Screenhouse.
As a result, the construction costs for the addition of a DDFP would be higher than if the DDFP could be placed within the existing structure.
Regardless of the additional construction costs, even if a new DDFP could be placed inside the Screen house, the Fire Protection Systems and fire protection analysis and their associated programs would require extensive reevaluations.
It is expected that the costs associated with the Serial No.: 09-028 Response to Request for Additional Information Attachment!
Page 87 of 103 reevaluations would far outweigh any additional construction costs that would be incurred by locating the new pump in a separate building.Costs to provide a DDFP would include the procurement costs for the pump and ancillary equipment and construction and installation costs.Although not explicitly evaluated, it is expected that these costs would exceed$2 million.In addition, ongoing maintenance and testing costs would be required over the life of the plant.Given the low benefits expected for adding a permanently-installed DDFP and the high expected costs, it is concluded that installation of a DDFP would not be cost beneficial.
An existing portable pump at Kewaunee could be used to provide the benefits described above.However, because of the time delay needed to retrieve and connect a portable pump, it would provid3 very little, if any, benefit for fire suppression, other than for a large area fire.Furthermore, the time delays would also render a portable pump less effective for steam generator makeup.Therefore, it is concluded that provision of a DDFP would not be cost beneficial for either a permanently-installed or portable pump.Response to 5.g SAMA 144 was identified from the list of generic items in NEI 05-01, Revision A.Although the installation of additional isolation switches could be of generic benefit, there were no fire scenarios identified in the Kewaunee IPEEE where isolation switches could provide such a benefit.Fire risk for Kewaunee is less than half of the risk from internal events.Therefore, since installation of additional isolation switches would impact only fire risk and since fire risk is significantly smaller than other risk contributors, installation of isolation switches would be expected to have a very small benefit.Response to 5.h In LRA Appendix E, Attachment F, Table F-17, under SAMA 151, the reference to"Table 5" in the column"Results of Potential Enhancement" should be replaced with"Table F-3." The reference to"Table 6" in the column"Results of Potential Enhancement" under SAMA 151, should be replaced with'Table F-18." SAMA 151 was originally identified from a list of generic items and did not identify any specific action for improvement.
Because of the non-specific nature of the generic SAMA, it initially could not be screened.The intention of indicating that SAMA 151 needed further analysisalongwith the items indicated in the"Result of Potential Enhancement" was to show that a structured evaluation of risk-significant operator actions was performed.
The evaluation of SAMA 151 consisted of identifyingsignificant operator actions from the Kewaunee PRA models and then potential improvements that could reduce the failure probability of the actions.Basic events representing risk-significant operator actions are identified in LRA Appendix E, Attachment F, F-3 and F-18.Each of the risk-significant actions considered is Serial No.: 09-028 Response to Request for Additional Information Attachment!
Page 88 of 103 identified under SAMA 151.Disposition for each of the risk-significant operator actions with respect to the SAM A analysis is detailed in Tables F-3 and F-18.
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Page 89 of 103 NRC RAI6 Provide the f()lIowing information with regard to the Phase 2 cost-benefit evaluations:
a.Table F-19 indic,ates that implementation of SAMA 19 (Use fire water as a backup source for diesel cooling)would result in an increase in CDF.Explain why this occurs.b.The discussion in Section F.6.15 of SAMA 76 (Change failure position of condenser makel'Jp valve so that the valve fails closed on loss of power or air)indicates that this SAMA was modeled by removing the power dependencies from the valve.Clarify whether this included removing its dependence on air.If not, incorporate the removal of this dependency or justify why it would not impact the results.c.As indicated in Sections F.6.17 (Diesel Room Cooling Improvements) and F.6.18 (Switchgear Room Ventilation Response), the evaluations of SAMA 81 and SAMA 82 as.sume implementation of a number of other SAMAs, including SAMAs 170 and 171.Based on Table F-17, the latter two SAMAs arespecific that pertain to improving room cooling for the Safeguards Aile}'.Explain why SAMAs 170 and 171 have been combined with SAMAs 81 and and why a SAMA involving implementation of SAMAs 170 and 171 for just AFW rooms was not evaluated.
d.Section F.6.30 indicates that the benefit of SAMA 150 (Improved maintenance procedures) wa's determined by setting maintenance unavailability of Maintenance Rw'e (a)(1)equipment to zero.This approach appears to reduce the risk due to maintenance unavailability rather than the risk due to any improvement ill equipment reliability.
Provide additional information supporting this Dominion Response to RAI 6 Response to 6.a The CDF increased in the SAMA 19 analysis presented in LRA Appendix E, Attachment F, Section F.6.2 because of assumptions used when making the modeling changes.Specifically, as analyzed for the LRA, SAMA 19 would have provided back-up water flow to the emergency diesel generators only, not to other important service water loads, such as the 480 VAC switchgear room coolers.Loss of 480 VAC switchgear room cooling would have caused a loss of the 480 VAC busses and associated equipment, including charging and component cooling water pumps.As a result, RCP Serial No.: 09-028 Response to Request for Additional Information Attachment!
Page 90 of 103 seals would have failed due to loss of seal cooling resulting in a LOCA and core damage.Thus, implementation of SAMA 19 would result in an increase in the CDF.A revised analysis of SAMA 19 has been performed assuming that implementation of SAMA 19 would also change procedures to ensure that cooling for the 480 VAC switchgear rooms would be maintained if fire protection water was used to provide diesel-generator coolin g.Modeling of SAMA 19 represented the failure of all equipment and actions needed to provide cooling to thB EDGs with a single event having a probability of 0.1.The analysis assumed that procedures would be changed to direct local alignment of fire protection water or another system to cool the diesel-generators if service water failed.The analysis also assumed that procedures would be changed to direct entry into SSO procedures if both trains of service water fail, if either emergency 4160 VAC buses fail, or if one train of servb:l water and the opposite train 4160 VAC bus failed.Utilizing this modeling resulted in a Source term category (STC)Frequency of 7.983E-5 with the following contributions from each STC: 1.1.495E-6 2.O.OOOE+O 3.O.OOOE+O 4.3.981 E-5 5.1.950E-7 6.5.011 E-9 7.2.693E-8 8.2.555E-5 9.O.OOOE+O 10.O.OOOE+O 11.1.217E-7 12.1.543E-7 13.9.205E-6 14.3.270E-6 The frequency of each STC above was multiplied by the associated conditional dose from LRA Appendix E, Attachment F, Table F-15 to obtain the expected dose for each STC.These expectEld dose values were then summed to obtain the total expected dose value of 29.61 person-REM per year that would result after implementation of the SAMA.Similarly, the frequency of each STC above was multiplied by the associated conditional property damage value from LRA Appendix E, Attachment F, Table F-16 to obtain the expected property damage value for each STC.These expected property damage values were then summed to obtain the total expected damage value of$48,742 per year that would result after implementation of the SAMA.
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Page 91 of 103 The benefit of implementing this SAMA is then calculated as shown in LRA Appendix E, Attachment F, Section FA and the results are shown below along with the total averted costs.CDF After Enhancements 7.983E-05 Total Expected Offsite Property Damage$/year Offsite (FAPDA)$48,742 Total Expected Offsite Property Damage$/year Offsite (FAPDA)29.61 Averted Public Exposure (APE)$12,397 Averted Offsite Property Damage Costs (AOC)$10,302 Averted Immediate Occupational Exposure Costs(WIO)$75 Averted Long-Term Occupational Exposure Costs (WL TO)$328 Total Averted Occupational Exposure Costs (AOE)$404 Averted Cleanup and Decontamination Costs (UCD)$12,316 Averted Replacement Power Costs (URP)$5,114 Averted Onsite CDsts (AOSC)$17,430 Total Averted Co:,ts (APE+AOC+AOE+AOSC)$40,533 Significant Costs Not Considered?(Yes/No)Yes Cost of Enhancement (COE)$100,000 Double Calculated Benefit$81,066 NPV of twice benefit (-)$18,934 The present value of total averted costs for implementing this SAMA is$40,533.This amount is then doubled to account for the potential reduction in risk from external events resulting in a total potential benefit of$81 ,066.As described above, implementation of this SAMA would require a design change to provide hose connections for cooling.Using the standard costs for a modification shown in LRA Appendix E, Attachment F, Section F.6, implementation of this alternativEl would cost a minimum of$100,000.Since the benefit for this SAMA is less than this value, no further evaluation of costs is performed.
As quantified above, the total averted costs of this SAMA are$81,066.Implementation of this alternative would cost a minimum of$100,000.Therefore, the present worth can be calculated as: NPV$81,066-$100,000.NPV-$18,934 Since the present worth is negative, implementation of this SAMA would not be cost beneficial.
Serial No.: 09-028 Response to Request for Additional Information AttachmenU Page 92 of 103 Response to 6.b For SAMAs 76 and 184, both the air dependence and the power dependence were removed from the condenser makeup valve.Response to 6.c At Kewaunee, the three auxiliary feedwater (AFW)pump rooms, two 480 VAG switchgear rooms, twa 4160 VAG/emergency diesel generator rooms, and Gardox tank room are all located in an area known colloquially as"safeguards alley." The rooms are arranged in a backward"L" shape running from west to east with the base of the backward"L" running from north to south.Located on the far west end of safeguards alley is the B-train AFW pump.The A-train AFW pump is located in a room adjacent to the eastern side of the B-train AFW pump.The A-train AFW pump room is accessed through a door from the hallway that provides normal access to the B-train AFW pump.The turbine-driven AFW pump (TDAFP)is located just to the east of the A-train AFW pump.The TDAFP room is completely enclosed with one door on the east and one door on the west providing access.Normal access to the motor-driven AFW pump (MDAFP)rooms is through the TDAFP room.To the east of the TDAFP room is the B-train 480 VAG switchgear room.Normal access to safeguards alley is via a door from the Turbine Building basement to thetrain 480 VAG switchgear room.To the east of the B-train 480 VAG switchgear room is the A-train 480 VAG switchgear room.Access to the A-train 480 VAG switchgear room is through a door from thetrain 480 VAG room.The eastern wall of the 480 VAG room abuts thetrain diesel/4160 VAG room.The southern wall of the A-train 480 VAG room adjoinsGardox room.The A-train 4160 VAC room is the eastern-most end of safeguards alley.To the south of the A-train 4160 VAG room is the B-train diesel/4160 VAG room.The western wall of the A-train 4160 VAG room is the Gardox room.On the southeast corner of the A-train 4160 VAG room is the normal access door to the room.Normalaccess is from the service water tunnel which, in turn, is accessed from the B-train 4160 VAG room.The B-train 4160 VAC room is on the southern-most end of safeguards alley.Normal access to this room is through a door on the eastern wall to the Gardox room.Thetrain 4160 VAG room provides access to the service water tunnel via a door on the northeast side.The door from the B-train room to the service water tunnel is directly opposite the door from the A-train room to the service water tunnel.For the operators to implement a SAM A to provide temporary ventilation, they must first be alerted to the need for the actions.None of the rooms described above are provided Serial No.: 09-028 Response to Request for Additional Information Attachment!
Page 93 of 103 with a high temperature alarm.Without a clear, compelling indication for the loss of room cooling, operator action to mitigate such a loss would be unreliable.
SAMA items81,83, and 171 each address providing a room high temperature alarm.SAMA 81 is taken from the list of generic items and refers to a diesel building.Kewaunee does not have a diesel building, but, as described above, the diesels are located in safeguards alley in the same roorn as the associated 4160 VAC electrical bus.SAMA item 83 is also taken from the list of generic items and refers to a switchgear room high temperature alarm.SAMA item 171 is a Kewaunee-specific item to provide high temperature alarms in safeguards alley.As described above, the rooms of safeguards alley are located in close proximity to one another and none are provided with a room high temperature alarm.Therefore, the SAM A evaluation assumed that the costs for providing a high temperature alarm to all the rooms in safeguards alley would not be appreciably greater than providing an alarm for a subset of the rooms, To provide a flow path for temporary ventilation, an inlet and outlet flow path must be provided and separated sufficiently that the warm air from the outlet is not entrained in the inlet air.The description above provides a summary of physical layout of safeguards alley.One of two inlet pathways would likely be used when providing temporary ventilation.
The first would be from the service water tunnel to the 4160 VAC rooms.The second would be from the Turbine Building basement to the Cardox room to the diesel rooms or 480 VAC room.The simpler of the two would be from the service water tunnel.Temporary fans in the service water tunnel could provide flow to the B-train 4160 VAC room to the Cardox room and then to the Turbine Building basement, thereby cooling the B-train diesel and 4160 VAC switchgear.
Temporary fans in the service water tunnel could simultaneously provide flow to the A-train 4160 VAC room.The only path out of the A-train 4160 VAG room is to the A-train 480 VAG switchgear room.From the 480 VAC switchgear room, flow can go to either the Cardox room or the B-train 480 VAC room.Cooling for the B-train 480 VAG room would require an inlet from either the A-train 480 VAC room or the TurbineBuildingbasement.
The only outlet for either path, however" would be through the TDAFP room to the MDAFP areas and, from there to the Turbine Building basement.Temporary ventilation for the AFW pumps would require an inlet from either the 480 VAC switchgear room or the Auxiliary Building which is a radiologically controlled area, and, therefore, not a desirable option.As a result, any actions to provide temporary ventilation to the AFW pump areas would also provide, at a minimum, temporary ventilation to the 480 VAC switchgear rooms.Providing inlet flow from the Turbine Building basement to 480 VAC room and discharging to the Turbine Building basement would result in the warm air from the discharge being near the inlet with the potential mixing of the two.This mixing could potentially limit the cooling benefit.As a result, inlet flow from the adjacent service water tunnel for temporary ventilation could provide the greatest cooling with the least amount of equipment and actions.
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Page 94 of 103 Although procedures could potentially be written to provide temporary ventilation flow to a subset of the rooms in safeguards alley, providing such flexibility would not appreciably affect the costs associated with the implementation.
Furthermore, the equipment needed, and the resultant cost of the equipment, would not be significantly different for providing flow to a subset of the rooms as opposed to all of the rooms.Response to G.d SAMA 150 was identified from the list of generic items in NEI 05-01, Revision A.The generic item did not identify any specific areas for improvement, but stated that implementing the SAMA could improve equipment reliability.
While the reliability of any piece of equipment could theoretically be improved, evaluation of this SAM A was focused on equipmemt where unreliability could be a concern to plant risk.Implementation of the Maintenance Rule at Kewaunee tracks reliability and unavailability of impa rtant equipment against established goals with the intent of balancing an increasl3 in equipment unavailability against a decrease in reliability.
Evaluation of this SAMA made the implicit assumptionthatequipmentthat is performing within the goals established by the Maintenance Rule program would not show a significant benefit to risk by improving reliability.
For equipment that is not performing within the goals established by the Maintenance Rule program, the potential benefit of procedural changes was evaluated.
As part of the evaluation, the maintenance unavailability term was set to zero to be used as a surrogate for potential improvement of all Maintenance Rule (a)(1)equipment.
Although other changes could be used, such as a reduction in failure rates, any approach taken would involve an arbitrary change to the value selected.The potential risk reduction for reducing the unavailability of all Maintenance Rule (a)(1)equipment is shown in the evaluation of SAMA 150 assuming that all components are improved simultaneoLisly.
It can be concluded from these results that improving any one component would show an even smaller risk reduction.
Furthermore, because compliance with the Maintenance Rule already requires that actions be taken to improve the performance of the equipment evaluated by this SAMA, any steps taken to implement SAMA 150 would need to be in addition to the actions taken within the Maintenance Rule.No such steps to implement SAMA 150 were identified.
Therefore, it is concluded that implementing SAMA 150 would not be cost beneficial.
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Page 95 of 103 NRC RAI7 Provide the followinf1 information with regard to the sensitivity and uncertainty analyses: a.On page F-93 it is stated that 12 additional analyses representing 5 SAMA items would show potentially positive cost-benefit if a discount rate of 3%was used.It appears that use of the 3%discount rate resulted in identification of 12 rather than 5 additional cost-beneficial SAMAs.Clarify this reference to"representing 5 SAMA items." b.The discussion in Section 7.1 of SAMA 58 (Replacement of existing reactor coolant pump seals with seals that do not require any seal cooling)describes added'costs for changing the seal cooling system for the new seals.This should be minimal since the new seals would not require cooling.The dis cussion of this SAMA in Section F.7.1 states that the added cost would be o'ver$750,000 whereas the discussion in Section F.7.2 states that the added cost would be over$500,000.Clarify the cost estimates for this SAMA.c.The listing of SAMAs on page F-100 does not include SAMA 58, which had a negative net value in Table F-19 but a positive net value in Table F-20.Provide the results of the evaluation of this SAMA in the listing and in the subsequent discussion.
d.Section F.7.7 discusses the simultaneous implementation of SAMAs 81, 82, 83,166,167, 170 and 171.SAMA 160 is not included in the Section F.7.7 discussion but ls included in the individual discussion in Sections F.6.17.Clarify which chi:mges in the diesel generator room and switchgear room are included in the combined package.Dominion Response to RAI 7 Response to 7.a The words,"analyses representing five," should be deleted from the first sentence in the fifth paragraph on LRA Appendix E, Attachment F, page F-93.Theresultantsentence would then correctly n3ad,"The results of these analyses are shown in LRA Appendix E, Attachment F, Table F-20 and show that twelve additional SAMA items would show a potentially positive cost-benefit if a discount rate of three percent was used."
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Page 96 of 103 Response to 7.b The base cost estimate used to evaluate SAM A 58 was taken from the actual project costs associated with the reactor coolant pump (RCP)seal replacement implemented at Kewaunee.This seal mplacement was a Iike-for-Iike replacement where the new seals performed exactly like the old seals and only minimal cooling water piping replacement changes were required.Replacing the RCP seals with a new design that does not require cooling would, at a minimum, necessitate cutting and capping of existing RCP seal injection lines.Changes to seal leakoff piping and coolers and potential changes to thermal barrier cooling could also be required.The alarm setpoints and annunciators related to RCP seal cooling and the existing control circuits and systems related to RCP seal cooling would also need to be disabled or modified.Even if all these systems and components could simply be disablBd, substantial engineering costs would be required.Additionally, further costs would be required for training and updating of licensing-related documents such as the USAR anc Technical Specifications.
Although detailed estimates of the above costs were not performed, a cost of$750,000 is considered conservatively low for a modification that changes the fundamental nature of how a critical plant component is designed and operated.The additional cost value of$750,000 should be used in LRA Appendix E, Attachment F, Section F.7.2 as well as in LRA Appendix E, Attachment F, Section F.7.1.Response to 7.c The potential benefit for SAM A 58 was calculated using the 95th percentile PRA results in the same manner that other items listed in LRA Appendix E, Attachment F, Section F.7.5 were evaluated.
That is, the potential averted costs were increased by a factor of 1.8 while implementation costs were held constant.The results of this evaluation are shown below.Potential Averted Averted Change in Base Case Cost-Risk Cost-Risk Net Value Cost SAMA Implementation (Base Net Value (95th (95th Effectiveness 10 Cost Estimates Case)(Base Case)Percentile)Percentile)
?58$1,423,000
$1,251,926
(-)$171,074
$2,253,467
$830,466 Yes The initial results of this evaluation showed that SAM A 58 could show a positive net benefit if the 95th percentile PRA results were used.However, as was noted in Sections F.7.1 and F.7.2, the cost estimates used did not include any engineering costs that would be requimd for a modification or any demolition or installation costs that would be associated with changing the seal systems for the new seals.Based on the standard costs for a modification shown in LRA Appendix E, Attachment F, Section F.6 and engineering judgment from review of other engineering costs reviewed as part of this analysis, additional costs of over$750,000 would be expected for such a Serial No.: 09-028 Response to Request for Additional Information Attachment!
Page 97 of 103 modification.
Using additional costs of$750,000 would show a small potential benefit of$80,466 for SAMA 58 using the 95th percentile value.The additional costs of$750,000 are considered to be a lower-bound estimate for SAMA 58 and actual costs would likely be higher.Use of the 95th percentile upper limit for potential benefit calculations would clearly overstate the potential benefit of any change.Since the potential benefit of SAMA 58 is small even using the 95th percentile benefits and since the potential costs to implement SAM A 58 are considered to understate the actual costs, it is concluded that this item would not show a positivebenefit using the 95th percentile results.Response to 7.d SAMA 160 proposed installing additional insulation on the emergency diesel generator exhaust ducts to minimize heat input to the 4160 VAG rooms.This item was identified from a review of other recent SAMA analyses.Implementing SAM A 160 alone, however, would not eliminate the need for 4160 VAG room ventilation so it was included with other ventilation-n3lated SAMA items during evaluation of the 4160 VAG rooms.SAMA 160 is delibemtely not included when considering potential synergies between the ventilation-related SAMAs, items81,82,83, 166, 167, 170 and 171, for the 4160 VAC rooms and other rooms.Although synergies could be obtained by performing room heat-up calculations for multiple rooms simultaneously or by providing equipment and procedures for multiple rooms, no synergies between insulating diesel exhaust ducts and ventilation for other rooms were identified.
Therefore, SAMA 160 was not included in the combined package.
Serial No.: 09-028 Response to Request for Additional Information Attachment!
Page 98 of 103 NRC RAI8 For certain SAMAs considered in the Environmental Report, there may becost alternatives that could achieve much of the risk reduction at a lower cost.In this regard, provide cln evaluation of the following SAMAs: a.Automate the cross-tie of the existing condensate storage tank (CST)to other water sources rather than installing a new CST.b.Modify procedums to direct primary system cooldown to further reduce the probability of RCP seal failures.c.Modify procedums and equipment for using a portable diesel-driven orpowered pump to provide feedwater to the steam generators with suction from the intake c.:mal.d.Develop a to cross-connect the chemical and volume control system (CVCS)holdup tanks to the volume control tank (VCT)through the CVCS holdup transfer pump.Dominion Response to RAI 8 Response to 8.a An evaluation of the nsk impact for automating the cross-tie of the condensate storage tanks (CSTs)was evaluated by setting the failure probability of the operator action to perform the cross-tie to zero.Utilizing this modeling resulted in a Source Term Category (STC)Frequency of 6.666E-5 with the following contributions from each STC: 1.1.036E-6 2.O.OOOE+O 3.O.OOOE+O 4.3.924E-5 5.1.443E-7 6.4.148E-9 7.2.229E-8 8.1.559E-5 9.O.OOOE+O 10.O.OOOE+O 11.1.217E-7 12.1.546E-7 13.7.143E-6 Serial No.: 09-028 Response to Request for Additional Information Attachment!
Page 99 of 103 14.3.209E-6 The frequency of each STC above was multiplied by the associated conditional dose value from LRA Appendix E, Attachment F, Table F-15 to obtain the expected dose for each STC.These Elxpected dose values were then summed to obtain the total expected dose value of 25.20 person-REM per year thatwouldresult after implementation of the SAMA.Similarly, the frequency of each STC above was multiplied by the associated conditional property damage value from LRA Appendix E, Attachment F, Table F-16 to obtain the expected property damage value for each STC.These expected property damage values were then summed to obtain the total expected damage value of$39,513 per year that would result after implementation of the SAMA.The benefit of implementing this SAMA was then calculated as shown in LRA Appendix E, Attachment F, Section FA and the results are shown below along with the total averted costs: CDF After Enhancements 6.666E-05 Total Expected Offsite Property Damage$/year Offsite (FAP OA)$39,513 Total Expected Person-REM/year Offsite (F AD pA)25.20 Averted Public Exposure (APE)$107,425 Averted Offsite Property Damage Costs (AOC)$109,637 Averted Immediate Occupational Exposure Costs (W IO)$1,011 Averted Long-Tel"m Occupational Exposure Costs (W LTO)$4,406 Total Averted Occupational Exposure Costs (AOE)$5,417 Averted Cleanup and Decontamination Costs (U co)$165,226 Averted Replace'l1ent Power Costs (U RP)$68,605 AvertedOnsiteCosts (AOSC)$233,831 Total Averted Costs (APE+AOC+AOE+AOSC)$456,309 Significant Costs Not Considered?(Yes/No)Yes Cost of Enhancement (COE)$1,446,000 Double CalculatE!d Benefit$912,619 NPV of twice benefit (-)$533,381 The present value of total averted costs for implementing this SAMA is$456,309.This amount has been doubled toaccountfor the potential reduction in risk from external events resulting in a total potential benefit of$912,619.As described above, implementation of this SAMA would provide an automatic system to provide CST refill on a low-low level or automatic alignment of AFW pump suction to an alternative sourcE'.To automate the cross-tie to another source, control circuitry would be required to automatically align flow from the reactor makeup water storage tanks to the CSTs.
Serial No.: 09-028 Response to Request for Additional Information Attachment!
Page 100 of 103 At least two automatic valve operators would be required in the Reactor Makeup Water System.These would be located in the Turbine Building.In addition to the new control circuitry, existing manual valves would require that automatic operators be added.Because these valves would interface between seismically qualified and seismically unqualified piping, pipe stress analyses would be required to evaluate plant response.Installation of an automatic CST makeup system would likely require that control circuits be provided on control boards in the control room.Since changes to the control room would be required, changes to the Kewaunee training simulator would also be requiredalongwith changes to training plans.In order to implement the new SAMA, changes to the Emergency Operating Procedures would be required, along with new surveillance, test, and maintenance procedures.
A detailed cost estimate for this installation resulted in a total cost of$1,446,000, including:
- Engineering Costs of$430,000;*Total Material Costs of$56,000;*Totallmplernentation Costs of$960,000.o Note: Implementation costs include actual installation; training;EOP and other procedure changes;and simulator changes.Additionally, ongoing maintenance and surveillance costs for the equipment and controls are estimated to cost at least$50,000 over the license renewal period.The costs above total approximately
$1,496,000.
As quantified above, the total averted costs of this SAMA are$1,078,234.
Therefore, the present worth can be calculated as: NPV::;;$912,619-$1,496,000.
NPV::;;-$533,381.
Consequently, since the calculated present worth is negative, implementation of this SAMA would not becostbeneficial.
Response to B.b The benefits of procedure modifications to direct primary system cooldown to further reduce the probability of reactor coolant pump seal failures were evaluated in LRA Appendix E, Attachment F, Section F.6.8 for SAMA items 50, 162, and 163.The analysis in Section F.6.8 shows a present worth of less than (-)$34,568 and concludes that these procedure changes would not be cost beneficial.
Serial No.: 09-028 Response to Request for Additional Information Attachment!
Page 101 of 103 Response to S.c Following a reactor trip, the operators will follow emergency operating procedures, entering E-O, Reactor Trip or Safety Injection, and then, after determining that a safety injection was not required, transition to ES-0.1, reactor Trip Response, and begin monitoring the critical safety function status trees.At this point, the status of auxiliary feedwater (AFW)flow to the steam generators will be confirmed.
If adequate flow is not available, the operators will enter FR-H.1, Response to Loss of Secondary Heat Sink, and will attempt to restore flow from AFW or main feedwater.
If these efforts are not successful, attempts to depressurize the steam generators to use condensate pumps for makeupwilloccur.
If all attempts to provide secondary makeup fail, the operators will then initiate bleed and feed cooling.Use of a portable pump to provide steam generator makeup would require that the steam generators be depressurized to less than 100 psi.Furthermore, initiation of flow from the portable pump must occur before bleed and feed cooling is initiated.
The conditions that direct initiation of bleed and feed cooling will be reached about 40 minutes after the initial reactor trip.Use of a portable pump requires about 700 feet of hose to be routed and then connected as needed to provide flow.It could take more time to perform these actions than would be available before bleed and feed initiation conditions would be reached.Once initiated, bleed and feed cooling would continue until a long-term assessment of recovery actions is performed.
For cases where no other plant impairments are indicated, i.e., plant buildings are intact and cooling systems are available, the operators would focus their attention on using existing and permanently installed equipment and systems to provide decay heat removal.Although use of a portable pump may be initiated immediately under conditions where operators know that plant buildings or equipment have been damaged, it is unlikely that a portable pump would be used under conditions where no obvious plant impairment has occurred.Therefore, it is concluded that modifying procedures to use a portable pump for steam generator makeup would provide a negligible reduction in risk and would not be cost beneficial.
Response to S.d Use of the Chemical and Volume Control System (CVCS)holdup tanks is proceduralized as a method to provide spent fuel pool makeup.Use of the CVCS holdup tanks to provide volume control tank (VCT)makeup, however, would be of minimal benefit under the vast majority of scenarios.
Under most circumstances" Reactor Coolant System (RCS)letdown provides the source of water to the VCT.If VCT level drops to 5(/"0, charging pump suction is automatically shifted to the refueling water storage tank (RWST).This switch ensures continued reactor coolant pump (RCP)seal injection and the integrity of the RCS boundary.Should the automatic switch of charging suction from the VCT to the RWST fail, RCP seal cooling would still be maintained if component cooling water (CCW)to the RCP seals is available.
If component cooling water (CCW)cooling is not available, then RCP Serial No.: 09-028 Response to Request for Additional Information Attachment!
Page 102 of 103 seal injection must bl3 restored within 13 minutes or a RCP seal LOCA would be expected.Provision of flow from the CVCS holdup tanks to the VCT within 13 minutes of a failure to transfer charging pump suction to the RWST is considered impractical.
If a RCP seal LOCA has occurred, then the Safety Injection System would be used to provide RCS makeup from the RWST.When RWST inventory is depleted, a switch to sump recirculation would ensure long-term RCS makeup and decay heat removal.Should the switch to containment recirculation fail, provision of flow from the CVCS holdup tanks to the charging pump suction could provide additional RCS makeup.Such operations would not provide long-term makeup and decay heat removal and would, at best, delay core damage.However, such actions would not prevent core damage.Therefore, it is concluded that modifying procedures to use CVCS holdup tank inventory for VCT makeup would provide a negligible reduction in risk and would not be cost beneficial.
Serial No.: 09-028 Response to Request for Additional Information Attachment!
Page 103 of 103 NRC RAI9 Section F.8.2, indicates that SAMAs 81,160,166 and 167 may also be cost beneficial if implemEmted concurrently with other SAMAs.This would bring the total number of SAMA candidates for further evaluation to 18.Confirm that these additional four SAMA candidates will be further reviewed as part of Dominion's ongoing improvement program.Dominion Response to RAI 9 The concurrent implementation of these four SAMAs will be further reviewed as part of Dominion's ongoing performance improvement programs.