ML16161A374
| ML16161A374 | |
| Person / Time | |
|---|---|
| Site: | Limerick  |
| Issue date: | 08/05/2016 |
| From: | Tekia Govan Japan Lessons-Learned Division |
| To: | Bryan Hanson Exelon Generation Co |
| References | |
| CAC MF6107, CAC MF6108 | |
| Download: ML16161A374 (22) | |
Text
UNITED STATES NUCLEAR REGULATORY COMMISSION WASHINGTON, D.C. 20555-0001 August 5, 2016 Mr. Bryan C. Hanson President and Chief Nuclear Officer Exelon Nuclear 4300 Winfield Road Warrenville, IL 60555
SUBJECT:
NUCLEAR REGULATORY COMMISSION REPORT FOR THE AUDIT OF EXELON GENERATING COMPANY, LLCS FLOOD HAZARD REEVALUATION REPORT SUBMITTALS RELATING TO THE NEAR-TERM TASK FORCE RECOMMENDATION 2.1-FLOODING FOR LIMERICK GENERATING STATION, UNITS 1 AND 2 (CAC NOS. MF6107 AND MF6108)
Dear Mr. Hanson:
By letter dated July 21, 2015 (Agencywide Documents Access and Management System (ADAMS) Accession No. ML15148A286), the U.S. Nuclear Regulatory Commission (NRC) informed you of the staffs plan to conduct a regulatory audit of Exelon Generation Company, LLCs (Exelon, the licensee) Flood Hazard Reevaluation Report (FHRR) submittal related to the Near-Term Task Force Recommendation 2.1-Flooding for Limerick Generating Station, Units 1 and 2. The audit was intended to support the NRC staff review of the licensees FHRR and the subsequent issuance of a staff assessment.
The audits were conducted on September 24, 2015, and December 9, 2015, and were performed consistent with NRC Office of Nuclear Reactor Regulation, Office Instruction LIC-111, Regulatory Audits, dated December 29, 2008 (ADAMS Accession No. ML082900195).
The purpose of this letter is to provide you with the final audit report which summarizes and documents the NRCs regulatory audit of the licensees FHRR submittal.
B. Hanson If you have any questions, please contact me at (301) 415-6197 or by e-mail at Tekia.Govan@nrc.gov.
Sincerely, Tekia V. Govan , Project Manager Office of Nuclear Reactor Regulation Japan Lessons-Learned Division Hazards Management Branch Docket Nos. 50-352 and 50-353
Enclosure:
Audit Report cc w/encl : Distribution via Listserv
UNITED STATES NUCLEAR REGULATORY COMMISSION WASHINGTON, D.C. 20555-0001 NUCLEAR REGULATORY COMMISSION REPORT FOR THE AUDIT OF EXELON GENERATION COMPANY LLCS FLOOD HAZARD REEVALUATION REPORT SUBMITTALS RELATING TO THE NEAR-TERM TASK FORCE RECOMMENDATION 2.1-FLOODING FOR LIMERICK GENERATING STATION, UNITS 1 AND 2 BACKGROUND AND AUDIT BASIS+
By letter dated March 12, 2012, the U.S. Nuclear Regulatory Commission (NRC) issued a request for information to all power reactor licensees and holders of construction permits in active or deferred status, pursuant to Title 10 of the Code of Federal Regulations (10 CFR),
Section 50.54(f), Conditions of license (hereafter referred to as the 50.54(f) letter). The request was issued in connection with implementing lessons-learned from the 2011 accident at the Fukushima Dai-ichi nuclear power plant, as documented in The Near-Term Task Force Review of Insights from the Fukushima Dai-ichi Accident. Recommendation 2.1 in that document recommended that the NRC staff issue orders to all licensees to reevaluate seismic and flooding hazard for their sites against current NRC requirements and guidance.
Subsequent staff requirements memoranda associated with SECY-11-0124 and SECY 0137, instructed the NRC staff to issue requests for information to licensees pursuant to 10 CFR 50.54(f).
By letter dated March 12, 2015, Exelon Generation Company, LLC (Exelon, the licensee) submitted its Flood Hazard Reevaluation Report (FHRR) for Limerick Generating Station, Units 1 and 2 (Agencywide Documents Access and Management System (ADAMS) Accession No. ML15084A586). The NRC is reviewing the aforementioned submittal and has completed a regulatory audit of the licensee to better understand the development of the submittal, identify any similarities/differences with past work completed, and ultimately aid in its review of the licensees FHRR. This audit summary was completed in accordance with the guidance set forth in NRC Office of Nuclear Reactor Regulation, Office Instruction LIC-111, Regulatory Audits, dated December 29, 2008 (ADAMS Accession No. ML082900195).
AUDIT LOCATION AND DATES The audit was completed by document review via a webinar session in conjunction with the use of the licensees established electronic reading room (ERR) and teleconferences on September 24, 2015, from 1:00 pm to 4:00 pm and December 9, 2015, from 1:00 pm to 2:00 pm.
Enclosure
AUDIT TEAM Title Team Member Organization Team Leader, NRR/JLD Tekia Govan NRC Technical Monitor Richie Rivera-Lugo NRC Technical Monitor Laura Quinn-Willingham NRC Technical Staff Warren Sharp NRC Technical Deputy Division Director Andy Campbell NRC Technical Branch Chief Aida Rivera-Varona NRC Technical Branch Chief Christopher Cook NRC NRC Contractor Rajiv Prasad Pacific Northwest National Lab NRC Contractor Yong Yuan Pacific Northwest National Lab A list of the licensees participants can be found in Attachment 2.
DOCUMENTS AUDITED of this report contains a list which details the documents that were reviewed by the NRC staff, in part or in whole, as part of this audit. The documents were located in an ERR during the NRC staffs review. The documents, or portions thereof, that were used by the staff as part of the technical analysis and/or as reference in the completion of the staff assessment were submitted by the licensee and docketed, as necessary, to complete the development of the staff assessment. These documents are identified in Table 1.
AUDIT ACTIVITIES In general, the audit activities consisted mainly of the following actions:
Understand the selection of important assumptions and parameters that would be the basis for evaluating the individual flood causing mechanisms described in the 50.54(f) letter.
Review model input/output files to computer analyses such as FLO-2D to have an understanding of how modeling assumptions were programmed and executed.
Table 1 summarizes specific technical topics (and resolution) of important items that were discussed and clarified during the audit. The items discussed in Table 1 may be referenced/mentioned in the staff assessment in more detail.
EXIT MEETING/BRIEFING On December 21, 2015, the NRC staff closed out the discussion of the technical topics described above. However, to support the development of the Limerick staff assessment, the NRC staff have requested the below information be placed on the Limerick docket. This information will be referenced in the Limerick staff assessment.
Exelon responses to information need # 2- 5, and 7 - 15 Input/output files as described below.
Model Case Folder or File HEC- PMF_All_Season_Alternative_1 HMS PMF_Alternative2 PMF_Alternative3 SanatogaCreek PossumHollow Limerick_Aug2004_Verification Limerick_Jun1972_asCalib Limerick_Jun2006_Verification Limerick_June2003_Verification Limerick_Oct1996_Calibration Limerick_Sep1999_Calibration Limerick_Sep2004_Verification Limerick_Sep2011_Calibration Limerick_Aug2011_Verification HEC- Sanatoga RAS SchuylkillRiver FINAL-171155.50-HEC-RAS [Hydrologic Engineering Center - River Analysis System] Run Index-13may14.xlsx HEC- FINAL-171155.50-Dam Breach Flow_5-19-14.xlsx RAS FLO-2D Attachment 7A- Controlling Run Attachment 7B- VBS Sensitivity Attachment 7C- Possum Hollow Sensitivity > Inputs FLO-2D FLO-2D Files FLO-2D Attachment 7C- Possum Hollow Sensitivity
Table 1: Limerick Information Needs - Audit/Post-Audit Summary INFO INFORMATION NEED DESCRIPTION ACTION (POST-AUDIT)
NEED 1 LIP Flood - FLO-2D Model Setup In response to this information need the licensee stated that
Background:
The staffs review of the FLO-2D model files Attachment 13 of local intense precipitation (LIP) Calculation LM-revealed that a reservoir water elevation along the east 0699 shows the effects of the reservoir water elevation set to boundary of the model may not have been applied in the FLO- 193.7 ft National Geodetic Vertical Datum of 1929 (NGVD29) for 2D run. The information may not exist because it is possibly an grid #62036.
omission caused by a potential misconfiguration of the FLO-2D input file. The issue has the potential to raise water-surface However, through the course of the audit the licensee determined elevations significantly, particularly near and upstream of the that an incorrect FLO-2D model output file was included in the set boundary cells. of model files provided to the NRC staff for review. The licensee provided the correct model I/O files, on the docket (ADAMS Request: In the Possum Hollow Run sensitivity case, the Accession No. ML16020A497), for the NRC staff to conduct a licensee described setting a reservoir water elevation to grid sensitivity run. The NRC staff was able to reproduce the licensees
- 62036 to simulate the PMF backwater conditions. The staffs results. The staff reviewed the licensees model configuration and review of the FLO-2D model files revealed that this condition parameter selections and determined they were reasonable.
was not applied in the sensitivity run. The staff request a discussion and clarification of this issue. The NRC staff concluded that the information provided by the licensee was sufficient to address the information need request.
2 Streams and Rivers - Watershed Delineation In response to this information need the licensee provided Figure 4 from Calculation LM-0700 on the docket (ADAMS Accession No.
Background:
Figure is needed for inclusion in staffs ML15301A705).
assessment. This information is in Figure 4 of Calculation FINAL_LM-0700_Limerick_PMF-Hydrology. The issue does not The NRC staff concluded that the information provided by the directly affect estimated water-surface elevations but is needed licensee was sufficient to address the information need request.
for staff to clearly describe the Schuylkill River watershed in the staff assessment.
Request: The FHRR does not include a figure of the Schuylkill River drainage showing subwatersheds and alternative
INFO INFORMATION NEED DESCRIPTION ACTION (POST-AUDIT)
NEED centroids. The staff request Figure 4 from Calculation FINAL_LM-0700_Limerick_PMF-Hydrology.
Streams and Rivers - PMP Temporal Distribution In response to this information need the licensee provided a 3 description and associated plots of the temporal distributions used
Background:
It is not clear that the temporal distributions used for the 72-hour PMP storm on the docket (ADAMS Accession No.
by the licensee are typically used front, center, and end-loaded ML15301A705).
configurations. There are no plots included in the FHRR or the calculations. This information exists in Section 6.2 of The NRC staff concluded that the information provided by the Calculation FINAL-Limerick_PMP-LM-0698 and Section 6.9 of licensee was sufficient to address the information need request.
Calculation FINAL_LM-0700_Limerick_PMF-Hydrology. The temporal pattern of probable maximum precipitation (PMP) can significantly affect the water-surface elevation near the Limerick Generating Station (LGS) site.
Request: The FHRR states that four temporal distributions were used for the all-season PMP. However, no justification is provided for their derivation. The staff requests a detailed description of the four temporal distributions considered by the licensee including example hyetograph plots.
Streams and Rivers - PMP Spatial Distribution for the Schuylkill River Drainage In response to this information need the licensee provided the 4 orientation and isohyetal map of the BOSS HMR52-optimized PMP
Background:
The staff was unable to find isohyets for the storm over the Schuylkill River drainage on the docket (ADAMS Schuylkill River drainage. The isohyetal pattern and its Accession No. ML15301A705).
orientation can significantly affect the water-surface elevation near the LGS site. The NRC staff concluded that the information provided by the licensee was sufficient to address the information need request.
Request: The FHRR does not include a figure showing the isohyetal pattern of the PMP over the Schuylkill River drainage.
INFO INFORMATION NEED DESCRIPTION ACTION (POST-AUDIT)
NEED The staff requests an isohyetal map and orientation for the storm estimated by BOSS HMR52.
Streams and Rivers - PMP Spatial Distribution for Possum In response to this information need the licensee provided a 5 Hollow Run and Sanatoga Creek Drainages description of how the PMP for the Possum Hollow Run and Sanatoga Creek drainages were estimated. The licensee stated
Background:
It is not clear if the point PMP is used for the that the 10-mi2 isohyet value is taken to be the same as point Possum Hollow Run and Sanatoga Creek drainages. The staff rainfall, per HMR-52 reference manual.
was unable to find isohyets for these drainages. Using an isohyetal pattern over the two drainages can significantly affect Possum Hollow Run: Figure 5.2 shows the watershed completely the water-surface elevation near the LGS site. contained within Isohyet A. The point PMP (1-mi2 PMP) near the LGS site for 1 and 6-hour durations are 17.9 and 26.9 in. While Request: The FHRR states that all-season PMP estimates for the cumulative PMP depth shown in Table 5.1 matches for the 6-the Possum Hollow Run and Sanatoga Creek drainages were hour, 1-mi2 PMP, the cumulative PMP depth for 1-hour duration developed using BOSS HMR52 software. From the FHRR and (14.96 in) over the drainage is smaller than the 1-mi2, 1-hour PMP the calculations, it is not clear which spatial distributions for the (17.9 in) (16% reduction).
PMP are used for these two drainages. Because the drainage areas for these two drainages are less than 10mi2, typically the Sanatoga Creek: As shown in Table 5.2, the cumulative PMP point PMP is used. The staff requests details of the spatial depth for all durations up to 72-hours is less than the distribution, including isohyetal plots, of the PMP over Possum corresponding 1-mi2, 1-hour PMP (20% reduction for 1-hour Hollow Run and Sanatoga Creek drainages. duration, 2% reduction for 6-hour duration).
The licensee provided details of the PMP estimation for Possum Hollow Run and Sanatoga Creek drainages including isohyetal plots docket (ADAMS Accession No. ML16020A497).
The NRC staff concluded that the information provided by the licensee was sufficient to address the information need request.
INFO INFORMATION NEED DESCRIPTION ACTION (POST-AUDIT)
NEED 6 Streams and Rivers - 100-year Rainfall and Spatial In response to this information need the licensee stated that the Distribution over the Schuylkill River Drainage 100-year, all-season rainfall for the site was estimated using the NOAA Atlas 14 Precipitation Frequency Data Server. This rainfall
Background:
It is not clear if the 100-year rainfall is estimated at was assumed to be the 100-year, snow season rainfall, distributed the LGS site and used as a uniform value over the whole uniformly over the Schuylkill River watershed. The Licensee drainage. The staff was unable to find an isohyetal map. The clarified that the 100-year all-season point precipitation value (not isohyetal pattern and its orientation can significantly affect the area average value) was estimated at the Schuylkill River Basin water-surface elevation near the LGS site. centroid using the NOAA Atlas 14 Precipitation Frequency Data Server. Using the all-season precipitation for the cool season in Request: The FHRR states that the 100-year rainfall depths for the Schuylkill River Basin is conservative.
the Schuylkill River drainage were estimated from the National Oceanic and Atmospheric Administration (NOAA) Precipitation Therefore, the NRC staff concluded that the information provided Frequency Data Server for the LGS location as the all-season by the licensee was sufficient to address the information need mean value. The FHRR and the calculations do not define the request.
all-season mean value. It is also not clear if the 100-year rainfall was spatially uniform over the Schuylkill River drainage.
The staff request a detailed description of how the 100-year rainfall over the Schuylkill River drainage was estimated including an isohyetal map to show the spatial distribution of the 100-year rainfall over the drainage.
7 Streams and Rivers - Snow Water Equivalents for the 100- In response to this information need the licensee provided a year Snowpack Depths detailed description of the process used to estimate snow water equivalents for the Schuylkill River drainage. The licensee stated
Background:
The FHRR states that snowmelt for Alternative 3 is that each subwatershed of the Schuylkill River drainage and the limited by the 100-year snowpack. This information is in local drainages for Possum Hollow Run and Sanatoga Creek had Sections 6.2 and 7.2 of Calculation FINAL-Limerick_PMP-LM- their own unique 100-year snow water equivalents that was 0698. Initial snow water equivalent and snowmelt rates can assumed spatially uniform over each subwatersheds own drainage significantly affect estimated water-surface elevations near the area. The licensee also provided detailed information about the LGS site. snowmelt depths for each subwatershed on the docket (ADAMS Accession No. ML15301A705).
INFO INFORMATION NEED DESCRIPTION ACTION (POST-AUDIT)
NEED Request: The FHRR states that Alternative 3 precipitation The NRC staff concluded that the information provided by the scenario consists of a 72-hour cool-season PMP coincident with licensee was sufficient to address the information need request.
snowmelt from a 100-year snowpack. The calculation package describes the estimation of 100-year snowpack depth. A brief but clear description of how the snow water equivalents for the 100-year snowpack depths were estimated is needed for the staffs assessment. The staff request a brief description of how snow water equivalents were determined for the 100-year snowpack depths. The staff also request clarification if the 100-year snowpack was spatially uniform over the Schuylkill River watershed and if it completely melted during the 72-hour cool-season PMP event.
8 Streams and Rivers - HEC-HMS Model Calibration In response to this information need the licensee provided lists of storms used for calibration and validation of the hydrologic model,
Background:
The description of dams and how they affect the on the docket (ADAMS Accession No. ML15301A705). The calibration and validation of HEC-HMS [Hydrologic Modeling licensee changed the term verification to validation in the System] model parameters is not clear in the FHRR. Some of docketed response and also clarified that because of lack of data, this information exists in Section 6.7 of Calculation FINAL_LM- the Blue Marsh dam subwatershed was conservatively calibrated 0700_Limerick_PMF-Hydrology. Parameter values used in the such that modeled peak discharge for the 1972 flood exceeded the estimate of PMF can significantly affect the water-surface observed value.
elevation near the LGS site.
The NRC staff concluded that the information provided by the Request: The FHRR states that dams were not incorporated licensee was sufficient to address the information need request.
into the HEC-HMS model used to estimate the PMF. The calculation package (LM-0700) states that the Blue Marsh dam was not modeled in HEC-HMS but the discharges measured at the United States Geological Survey gauge downstream of the dam were used for calibration of downstream basins with the exception of the 1972 flood. The staff request a list of
INFO INFORMATION NEED DESCRIPTION ACTION (POST-AUDIT)
NEED storms/floods for each calibrated subbasin indicating whether those storms/floods were used in calibration or validation.
9 Streams and Rivers - HEC-RAS Model Setup In response to this information need the licensee stated that river width at each cross section was developed from digital elevation
Background:
The FHRR does not state why the channel cross- model of Pennsylvania. The channel invert elevations were based sections estimated for Schuylkill River, Possum Hollow Run, on Federal Emergency Management Agency (FEMA) Flood and Sanatoga Creek are conservative. The staff did not find Insurance Study for Berks, Montgomery, and Philadelphia this information in the calculations included in the ERR. The counties. The channel invert elevations were applied to the cross shape of channel cross-section can significantly influence the sections as a single point, midway between the stream bank water-surface elevation for a given discharge. stations, creating the triangular shape. The licensee stated that all modeled peak water-surface elevations for calibration events were Request: The FHRR states that the licensee assumed the greater than the corresponding observed values, by up to 2.7 ft.
Schuylkill River cross-sections to be triangular in shape. The FHRR also states that the bathymetry information on the The licensee also stated that the bathymetry for Possum Hollow Possum Hollow Run and Sanatoga Creek were conservatively Run and Sanatoga Creek were completely ignored and additional ignored. The staff request detailed description of how channel cross-sectional areas below normal stream level that would be bathymetry for Schuylkill River, Possum Hollow Run, and available for flood conveyance are conservatively ignored.
Sanatoga Creek were determined and why the assumptions stated in the FHRR are conservative. The licensee stated that for Possum Hollow Run and Sanatoga Creek, Mannings roughness coefficient values for channel and overbank areas were selected as 0.06 and 0.12, respectively.
Additionally, the roadway crossing Possum Hollow Run is conservatively modeled with the culvert completely blocked. The site grade is at least 49.2 ft and 63.3 ft above the estimated PMF levels for the Possum Hollow Run and Sanatoga Creek drainages, respectively.
As a result of the audit, the licensee committed to provide a written description of the top two points of the triangular estimate of cross-section at channel. The bottom point of the triangular estimate was described in their original response. The licensee clarified that the
INFO INFORMATION NEED DESCRIPTION ACTION (POST-AUDIT)
NEED channel-edge-point elevations were taken from the edge of Light Detection and Ranging (LIDAR) data at either side of the stream.
Text referring to normal water level will be changed to reflect that channel estimate data reflect the level of water at the time the LIDAR data were collected.
The licensee provided details of its estimation of channel bathymetry for Schuylkill River, Possum Hollow Run, and Sanatoga Creek using LiDAR data (for width of channel at the time) and FEMA stream bed profiles (for channel invert elevations) on the docket (ADAMS Accession No. ML16020A497).
The NRC staff concluded that the information provided by the licensee was sufficient to address the information need request.
10 Streams and Rivers - HEC-RAS Model Setup In response to this information need the licensee provided Figures 10.22, 10.23, and 10.24 that show the extent and connectivity
Background:
The FHRR does not present figures that show the details of the HEC-RAS model for the Schuylkill River, Possum extents and details of the HEC-RAS modeled reaches for the Hollow Run, and Sanatoga Creek. The licensee also described Schuylkill River, Possum Hollow Run, and Sanatoga Creek. where boundary conditions were applied and where structures and The staff were unable to find this information in the ERR. The ineffective areas are located. Both the figures and description issue does not directly affect estimated water-surface elevations were submitted on the docket (ADAMS Accession No.
but is needed for staff to clearly describe the HEC-RAS model ML15301A705).
setup for the Schuylkill River, Possum Hollow Run, and Sanatoga Creek in the staff assessment. The NRC staff concluded that the information provided by the licensee was sufficient to address the information need request.
Request: The FHRR does not present figures that show the extents of the HEC-RAS modeled reaches for the Schuylkill River, Possum Hollow Run, and Sanatoga Creek. The staff request clear, good quality, appropriately labeled figures that show the extent of the HEC-RAS modeled reaches for the Schuylkill River, Possum Hollow Run, and Sanatoga Creek.
These figures should clearly show where boundary conditions
INFO INFORMATION NEED DESCRIPTION ACTION (POST-AUDIT)
NEED (upstream, downstream, and lateral) are applied, where modeled structures within the reaches are located (dams, bridges), and where ineffective areas are located.
11 Streams and Rivers - HEC-RAS Model Calibration In response to this information need the licensee provided initial values of Mannings roughness coefficients, a description of its
Background:
The FHRR does not present values of Mannings process for calibrating them, and the final calibrated values on the roughness coefficients for any of the modeled HEC-RAS docket (ADAMS Accession No. ML15301A705). The licensee also reaches. This information is in Sections 7.3 and 7.4 of stated that because of lack of data, Mannings roughness Calculation FINAL_LM-701_Limerick_PMF-Hydraulics. coefficients for Possum Hollow Run and Sanatoga Creek reaches Mannings roughness values can significantly affect estimated were not calibrated but set to conservatively high values (0.06 for water-surface elevations near the LGS site. main channel and 0.12 for overbank areas).
Request: The FHRR does not present values of Mannings The NRC staff concluded that the information provided by the roughness coefficients for any of the modeled HEC-RAS licensee was sufficient to address the information need request.
reaches. The staff request the following for the Schuylkill River reach: (1) initial Mannings roughness coefficients, (2) a brief description of how Mannings roughness coefficients were calibrated, (3) final calibrated values of the Mannings roughness coefficients. The staff also request Mannings roughness coefficients used for the Possum Hollow Run and Sanatoga Creek reaches.
12 Dam Failures - Locations of Dams Upstream of the LGS In response to this information need the licensee provided on the Site docket a figure showing the locations of the NID dams in the Schuylkill River Basin upstream of the LGS site and the location of
Background:
The FHRR does not include a figure showing the the hypothetical dam (ADAMS Accession No. ML15301A705).
locations of NID dams upstream of the LGS site. The locations of NID dams are shown in Figure 2 of Calculation FINAL_LM- The NRC staff concluded that the information provided by the 702_Limerick_DamFailure. The locations of NID dams do not licensee was sufficient to address the information need request.
directly affect estimated water-surface elevations but are needed for staff to clearly describe the dam breach analysis for
INFO INFORMATION NEED DESCRIPTION ACTION (POST-AUDIT)
NEED the Schuylkill River watershed in the staff assessment. The selected location of the hypothetical dam directly affects the estimated water-surface elevation near the LGS site.
Request: The FHRR states that the locations of all dams upstream of the LGS site were obtained from the National Inventory of Dams (NID). The FHRR does not include a figure showing the locations of these dams. The staff request the licensee to provide a clear, good quality figure showing: (1) the locations of NID dams in relation to the LGS site and (2) the location of the hypothetical dam.
13 Combined Events - Wind-wave Calculations Based on discussions during the audit, the NRC staff concluded that a figure showing the wave runup transects is not necessary for
Background:
The FHRR does not provide a figure illustrating the Staff Assessment.
wave runup transects. The two wave runup transects are shown in Figure 3 of Calculation LM-0707 LGS Combined The NRC staff determined, reviewing the licensees calculation, Events Analysis. that the wind-wave calculations are appropriate.
Request: The FHRR states that two wave runup transects were used in wind-wave effects calculations. The FHRR does not provide a figure illustrating these transects. The staff request a clear, appropriately labeled, good quality figure showing the two transects.
14 Combined Events - Wind-wave Calculations In response to this information need the licensee stated that the 2-year wind speeds were estimated using site-specific data and that
Background:
The FHRR does not provide a justification for this approach is consistent with the recommendation in American using a wind speed slower than that suggested in ANSI/ANS- National Standards Institute/ American Nuclear Society 2.8-1992, Figure 1 for the LGS site. Wind speeds can affect the (ANSI/ANS)-2.8-1992, Section 9.1.4. The staff determined, wave setup and runup and therefore, the combined effects reviewing the licensees calculation, that the wind-wave water-surface elevation at the LGS site. calculations are appropriate. The documentation to support the
INFO INFORMATION NEED DESCRIPTION ACTION (POST-AUDIT)
NEED response to this information need was provided on the docket Request: The FHRR and the combined events calculation report (ADAMS Accession No. ML16020A497).
that the 2-year return period, 2-minute wind speed is estimated to be 39.7 mi/h. Figure 1 of ANSI/ANS-2.8-1992 shows that The NRC staff concluded that the information provided by the annual extreme-mile, 30-ft above ground, 2-year mean licensee was sufficient to address the information need request.
recurrence interval wind speed to be slightly less than 50 mi/h.
The staff request a justification for using the slower wind speed for wind-wave estimates.
15 All Flood Causing Mechanisms - Comparison of In response to this information need the licensee provided on the Reevaluated Flood Hazard with Current Design Basis docket an explanation that the CLB and CDB can be considered to have the same meaning for LGS (ADAMS Accession No.
Background:
Recommendation 2.1 of the 50.54(f) letter ML15301A705).
provides instructions for the FHRR. Under Section 1, Hazard Reevaluation Report, Items c and d, licensees are requested to The NRC staff concluded that the information provided by the perform: licensee was sufficient to address the information need request.
- a. Comparison of current and reevaluated flood causing mechanisms at the site. Provide an assessment of the current design basis flood elevation to the reevaluated flood elevation for each flood causing mechanism.
Include how the findings from Enclosure 4 of this letter (i.e., Recommendation 2.3 flooding walkdowns) support this determination. If the current design-basis (CDB) flood bounds the reevaluated hazard for all flood-causing mechanisms, include how this finding was determined.
- b. Interim evaluation and actions taken or planned to address any higher flooding hazards relative to the design-basis, prior to completion of the integrated assessment described below, if necessary.
INFO INFORMATION NEED DESCRIPTION ACTION (POST-AUDIT)
NEED The Limerick FHRR provides a comparison of the reevaluated flood hazards with the current licensing basis (CLB) instead of comparing with the CDB for each flood hazard mechanism. In the FHRR, Section 3.0 and Table 4.0.1 summarize this comparison.
Request: Clarify and where necessary correct the comparison of the reevaluated flood hazard to the CDB for each flood hazard mechanism throughout the report.
16 FHRR Clarification There is no CDB for Sanatoga Creek. The licensee stated that it is In section 3.2.4 of the FHRR, the licensee states: appropriate to also compare the Sanatoga Creek PMF elevation to The Sanatoga Creek CLB maximum PMF water surface the Schuylkill River CDB because Sanatoga Creek flows into the elevation at LGS is not identified in the Updated Final Schuylkill River immediately upstream the site. The licensee found Safety Analysis Report. The reevaluated maximum that the reevaluated PMF elevations for both Sanatoga Creek and water surface elevation due to the Sanatoga Creek PMF the Schuylkill River were bounded by the Schuylkill River CDB.
at LGS is equal to 153.7 feet NGVD29. The reevaluated The licensee further noted that the Schuylkill River CDB is at least maximum water surface elevation is 20.3 feet below the 10 ft below the LGS site grade.
Schuylkill River CLB maximum water surface elevation.
The NRC staff determined that, because of the close proximity of The licensee does not state any justification for this scenario not the site, the Schuylkill River, and Sanatoga Creek, the licensee triggering an integrated assessment or focus evaluation other response is satisfactory and resolves this information need.
than a reference to it in Section 4.0 Flood Parameters and Comparison that states:
For LGS, the following flood-causing mechanisms are either determined to be implausible or completely bounded by other mechanisms or the current design basis:
- 1. Surge, Seiche, and Tsunami;
- 2. Ice Induced Flooding; and
INFO INFORMATION NEED DESCRIPTION ACTION (POST-AUDIT)
NEED
- 3. Channel Migration or Diversion
- 4. Combinations in Section H.1 of NUREG/CR-7046 (Floods Caused by Precipitation Events) for the Schuylkill River (including hydrologic dam failure)
- 5. Combinations in Section H.1 of NUREG/CR-7046 (Floods Caused by Precipitation Events) for Sanatoga Creek
- 6. Seismically-Induced Dam Failure (Combination H.2)
The NRC staff request the licensee to provide justification for the above scenario not triggering and integrated assessment or focused evaluation.
17 FHRR Clarification In Section 3.1.4 the licensee states: The licensee stated that the statement in Section 4.0 of its FHRR The maximum reevaluated water surface elevation due to the regarding LSG being potentially exposed to local intense LIP at LGS equal to 218.4 feet NGVD29 does not exceed the precipitation flood hazards was referring to the previously CLB maximum LIP water surface elevation equal to 218.6 feet unanalyzed area on the south side of the diesel generator NGVD29. enclosures, where door numbers 211, 213, 215, 217, 219, 221, 223, and 225 are the doors of concern. The licensee had But in section 4.0 Flood Parameters and Comparison with the performed a limited-scope integrated assessment (IA), but had not CDB the licensee states: updated the FHRR to reflect the results, hence the apparent discrepancy. The staff reviewed the limited scope IA and found it For LGS, the following flood-causing mechanisms are either reasonable. In the interim hazard letter to LGS for the reevaluated determined to be implausible or completely bounded by other flood hazards, dated December 24, 2015 (ADAMS Accession No.
mechanisms or the current design basis: ML15357A517), the NRC staff indicated that the reevaluated LIP
- 1. Surge, Seiche, and Tsunami; flooding hazard for the area adjacent to the diesel generator
- 2. Ice Induced Flooding; and enclosures should be addressed in the licensees mitigating
- 3. Channel Migration or Diversion strategies for beyond-design-basis external events.
- 4. Combinations in Section H.1 of NUREG/CR-7046 (Floods Caused by Precipitation Events) for the Schuylkill River (including hydrologic dam failure)
- 5. Combinations in Section H.1 of NUREG/CR-7046 (Floods Caused by Precipitation Events) for Sanatoga Creek
INFO INFORMATION NEED DESCRIPTION ACTION (POST-AUDIT)
NEED
- 6. Seismically-Induced Dam Failure (Combination H.2)
LGS is considered potentially exposed to the flood hazards (individual flood-causing mechanisms and/or combined-effects flood scenarios per Appendix H of NUREG/CR-7046) listed below. In some instances, an individual flood-causing mechanism (e.g. 'Flooding in Streams and Rivers') is addressed in one or more of the combined-effect flood scenarios.
- 1. Local Intense Precipitation
- 2. Combinations in Section H.1 of NUREG/CR-7046 (Floods Caused by Precipitation Events) for Possum Hollow Run Please clarify the discrepancy.
INFO INFORMATION NEED DESCRIPTION ACTION (POST-AUDIT)
NEED 18 FHRR Clarification The licensee explained that they did compare the reevaluated For Possum Hollow Run which the licensee states the re- water surface elevation in Possum Hollow Run with the CDB for evaluated elevation is above the CBD in Section 3.2.4 Possum Hollow Run. The licensee stated that although the reevaluated PMF elevation exceeds the CDB elevation, it is The Possum Hollow Run CLB maximum PMF water surface appropriate to also compare the Possum Hollow Run PMF elevation at LGS is 159 feet NGVD29. The reevaluated elevation to the Schuylkill River CDB because Possum Hollow Run maximum water surface elevation due to the Possum Hollow flows into the Schuylkill River immediately downstream the site.
Run PMF at LGS is equal to 167.8 feet NGVD29. The The licensee found that the reevaluated PMF elevations for both reevaluated maximum water surface elevation is 8.8 feet above Possum Hollow Run and the Schuylkill River were bounded by the the Possum Hollow Run CLB maximum water surface elevation. Schuylkill River CDB. The licensee further noted that the Schuylkill However, the reevaluated maximum water surface elevation is River CDB is at least 10 ft below the LGS site grade. The NRC 6.2 feet below the Schuylkill River CLB maximum water surface staff determined that, because of the close proximity of the site, the elevation and does not affect the lowest grade level entrance to Schuylkill River, and Possum Hollow Run, the Schuylkill River is any safety-related structure of 217 feet NGVD29. the controlling source of flooding for the mechanism and the licensee response is therefore satisfactory.
In Section 3.9 this scenario is not evaluated for associated effects. This scenario is in Section 4.0 in Table 4.0.3, which does summarize the associated effects along with duration parameters, but in that table for each footnote it states:
Reevaluated elevation is bounded by the CLB for the Schuylkill River.
Please explain why Limerick compared the reevaluated hazard for Possum Hollow Run to another scenarios CDB and not the CDB for Possum Hollow Run?
ATTACHMENT 1 Limerick Audit Document List Highlighted below provides as example of information/format needed.
- 1. Exelon Generation Company, LLCs Limerick Generating Station Flood Hazard Reevaluation Report, Revision 0, [Enclosure 1 in letter RS-15-064 from J. Barstow to NRC dated March 12, 2015,
Subject:
Exelon Generation Company, LLC Response to March 12, 2012, Request for Information Enclosure 2, Recommendation 2.1, Flooding, Required Response 2, Flood Hazard Reevaluation Report,], ADAMS Accession No. ML15084A586.
- 2. Exelon Generation Company, LLCs Response to NRC Audit Review Request for Additional Information Regarding Fukushima Lessons Learned - Flood Hazard Reevaluation Report, dated October 28, 2015, ADAMS Accession No. ML15301A705.
- 3. Exelon Generation Company, LLCs Supplemental Response to NRC Audit Review Request for Additional Information Regarding Fukushima Lessons Learned - Flood Hazard Reevaluation Report, dated January 13, 2016, ADAMS Accession No. ML16020A497.
- 4. Exelon Generation Company, LLC, Calculation FINAL-Limerick_PMP-LM-0698: Probable Maximum Precipitation (PMP)Fukushima Flood Hazard Analysis, Rev. 0.
- 5. Exelon Generation Company, LLC, Calculation LM-0699: Local Intense Precipitation (LIP)Fukushima Flood Hazard Analysis, Rev. 0.
- 6. Exelon Generation Company, LLC, Calculation FINAL-Limerick_PMP-LM-0700_Limerick_PMF-Hydrology:
Probable Maximum Flood---HydrologyFukushima Flood Hazard Analysis, Rev. 0.
- 7. Exelon Generation Company, LLC, Calculation FINAL-Limerick_PMP-LM-0701_Limerick_PMF-Hydraulics:
Probable Maximum Flood---HydraulicsFukushima Flood Hazard Analysis, Rev. 0.
- 8. Exelon Generation Company, LLC, Calculation FINAL-Limerick_PMP-LM-0702_Limerick_DamFailure:
Dam FailureFukushima Flood Hazard Analysis, Rev. 0.
- 9. Exelon Generation Company, LLC, Calculation LM-0707_LGS Combined Events Analysis: Combined EventsFukushima Flood Hazard Analysis, Rev. 0.
ATTACHMENT 2 List of Limerick Audit Participants Name Organization
- 1. Dave Distel Exelon
- 2. Joe Bellini Aterra Solutions
- 3. Valmicky Samlal Exelon
- 4. James Barbis AMECFW
- 5. Chuck Behrend Exelon
- 6. Vinod Aggarwal Exelon
- 7. Jim Armstrong Exelon
- 8. Jesse Lucas Exelon
- 9. Bill McSorley Exelon
- 10. Kyle Kaminski Enercon
- 11. Tom OReilly Enercon
If you have any questions, please contact me at (301) 415-6197 or by e-mail at Tekia.Govan@nrc.gov.
Sincerely,
/RA/
Tekia V. Govan, Project Manager Office of Nuclear Reactor Regulation Japan Lessons-Learned Division Hazards Management Branch Docket Nos. 50-352 and 50-353
Enclosure:
Audit Report cc w/encl: Distribution via Listserv DISTRIBUTION:
PUBLIC JLD R/F RidsNRRJLD Resource JBowen, NRR ACampbell, NRO MShams, NRR ARivera-Varona, NRO WSharp, NRO KErwin, NRO RRivera-Lugo, NRO CCook, NRO NRORidsNrrPMLimerickResource LQuinn-Willingham, NRO RidsNrrDorlLpl1-2Resource ADAMS Accession No.: ML16161A374 *via email OFFICE NRR/JLD/JHMB/PM NRR/JLD/JHMB/LA NRO/DSEA/RHM2/TR NRO/DSEA/RHM1/TM NAME TGovan SLent WSharp* LQuinn-Willingham*
DATE 06/14/2016 06/14/2016 08/01/2016 07/29/2016 OFFICE NRO/DSEA/RHM2/BC NRR/JLD/JHMB/BC(A) NRR/JLD/JHMB/PM NAME ARivera-Varona* GBowman TGovan DATE 07/22/2016 06/10/2016 08/05/2016 OFFICAL RECORD COPY