IR 05000443/2013008

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IR 05000443-13-008; 3/25/2013 to 4/26/2013; NextEra Energy Seabrook, LLC; Seabrook Station, Unit 1; Component Design Bases Inspection
ML13157A343
Person / Time
Site: Seabrook NextEra Energy icon.png
Issue date: 06/06/2013
From: Krohn P G
Engineering Region 1 Branch 2
To: O'Keefe M, Walsh K
NextEra Energy Seabrook
References
IR-13-008
Download: ML13157A343 (48)


Text

UNITED STATES NUCLEAR REGULATORY COMMISSION REGION I 2100 RENAISSANCE BOULEVARD, SUITE 100 KING OF PRUSSIA, PENNSYLVANIA 19406-2713 June 6, 2013 Mr. Kevin Walsh Site Vice President, North Region

Seabrook Nuclear Power Plant NextEra Energy Seabrook, LLC

c/o Mr. Michael O'Keefe P.O. Box 300 Seabrook, NH 03874

SUBJECT: SEABROOK STATION, UNIT 1- NRC COMPONENT DESIGN BASES INSPECTION REPORT 05000443/2013008

Dear Mr. Walsh:

On April 26, 2013, the U.S. Nuclear Regulatory Commission (NRC) completed an inspection at the Seabrook Station. The enclosed inspection report documents the inspection results, which were discussed on April 26, 2013, with Mr. Kevin Walsh, Site Vice President, and other members of your staff.

The inspection examined activities conducted under your license as they relate to safety and compliance with the Commission's rules and regulations and with the conditions of your license.

In conducting the inspection, the team examined the adequacy of selected components and operator actions to mitigate postulated transients, initiating events, and design basis accidents. The inspection involved field walkdowns, examination of selected procedures, calculations and records, and interviews with station personnel.

This report documents four NRC-identified findings which were of very low safety significance (Green). Three of the findings were determined to involve violations of NRC. However, because of the very low safety significance of the violations and because they were entered into your correction action program, the NRC is treating these violations as non-cited violations (NCV) consistent with Section 2.3.2.a of the NRC Enforcement Policy. If you contest any of the NCVs in this report, you should provide a response within 30 days of the date of this inspection report, with the basis for your denial, to the U.S. Nuclear Regulatory Commission, ATTN: Document Control Desk, Washington, D.C. 20555-0001, with copies to the Regional Administrator, Region I; the Director, Office of Enforcement, U.S. Nuclear Regulatory Commission, Washington, D.C. 20555-0001; and the NRC Resident Inspector at the Seabrook Station. In addition, if you disagree with the cross-cutting aspect assigned to any finding in this report, you should provide a response within 30 days of the date of this inspection report, with the basis for your disagreement, to the Regional Administrator, Region I; and the NRC Resident Inspector at Seabrook Station. In accordance with Title 10 of the Code of Federal Regulations (10 CFR) 2.390 of the NRC's "Rules of Practice," a copy of this letter, its enclosure, and your response (if any) will be available electronically for the public inspection in the NRC Public Docket Room or from the Publicly Available Records component of NRC'

s document system (ADAMS). ADAMS is accessible from the NRC Web site at http://www.nrc.gov/reading-rm/adams.html (the Public Electronic Reading Room).

Sincerely,

/RA/

Paul G. Krohn, Chief Engineering Branch 2 Division of Reactor Safety

Docket No. 50-443 License No. NPF-86

Enclosure:

Inspection Report 05000443/2013008 w/Attachment: Supplemental Information

cc w/encl: Distribution via ListServ

ML13157A343 SUNSI Review Non-Sensitive Sensitive Publicly Available Non-Publicly Available OFFICE RI/DRS RI/DRS RI/DRP RI/DRS NAME KMangan CCahill GDentel PKrohn DATE 6/3/13 6/3/13 6/6/13 6/6/13 i Enclosure U. S. NUCLEAR REGULATORY COMMISSION REGION I Docket No.: 50-443

License No.: NPF-86

Report No.: 05000443/2013008

Licensee: NextEra Energy Seabrook, LCC (NextEra)

Facility: Seabrook Station, Unit 1

Location: Seabrook, NH 03874

Dates: March 25 to April 26, 2013

Inspectors: K. Mangan, Senior Reactor Inspector, Division of Reactor Safety (DRS), Team Leader S. Pindale, Senior Reactor Inspector, DRS J. Richmond, Senior Reactor Inspector, DRS J. Schoppy, Senior Reactor Inspector, DRS W. Sherbin, NRC Mechanical Contractor S. Kobylarz, NRC Electrical Contractor

Approved by: Paul G. Krohn, Chief Engineering Branch 2 Division of Reactor Safety

ii Table of Contents

SUMMARY OF FINDINGS

..........................................................................................................

iii

REPORT DETAILS

................................................................................................................

REACTOR SAFETY

.............................................................................................................. 1

1R21 Component Design Bases Inspection ...................................................................... 1

OTHER ACTIVITIES

........................................................................................................... 25

4OA2 Identification and Resolution of Problems .............................................................. 25

4OA6 Meetings, including Exit .......................................................................................... 26

ATTACHMENT:

SUPPLEMENTAL INFORMATION

KEY POINTS OF CONTACT

.................................................................................................... A-1

LIST OF ITEMS

OPENED, CLOSED AND DISCUSSED ........................................................ A-1

LIST OF DOCUMENTS REVIEWED

........................................................................................ A-2

LIST OF ACRONYMS

............................................................................................................ A-13

iiiSUMMARY

OF [[]]
FINDIN GS
IR 05000443/2013008; 3/25/2013 - 4/26/2013; NextEra Energy Seabrook,

LLC; Seabrook Station, Unit 1; Component Design Bases Inspection.

The report covers the Component Design Bases Inspection conducted by a team of four

NRC inspectors and two

NRC contractors. Four findings of very low risk significance (Green) were

identified; three of the findings were considered to be non-cited violations (NCV), and one finding involved not meeting a licensee imposed standard. The significance of most findings is indicated by their color (Green, White, Yellow, Red) using Inspection Manual Chapter

(IMC) 0609, "Significance Determination Process" (SDP). Findings for which the

SDP does not apply may be Green or be assigned a severity level after

NRC management review. The NRC's

program for overseeing the safe operation of commercial nuclear power reactors is described in NUREG-1649, "Reactor Oversight Proce

ss," Revision 4, dated December 2006.

A. [[]]

NRC-Identified and Self-Revealing Findings

Cornerstone: Mitigating Systems

Green. The team identified a finding of very low safety significance involving a non-cited violation (NCV) of the

10 CFR Part 50, Appendix B, Criterion

III, "Design Control," in that, NextEra did not appropriately select and review, for suitability of application, a safety-

related over-current protection device for a safety related power panel (EDE-PP01B).

Specifically, NextEra did not consider the effects of the current-limiter function of safety

related inverters, which supplied the safety related power panel and would limit fault

current at the over-current protection device. As a result, the safety related over-current protective devices would not have prevented a postulated fault of a non-safety related load, supplied from the safety related power panel, from causing a momentary loss of

voltage to the power panel and all associated safety related loads. In response, NextEra

entered the issue into their corrective action program and performed a preliminary

analysis that determined an existing non-safety related fuse would provide adequate over-current protection. NextEra credited the use of this fuse as an interim compensatory measure in their operability assessment in order to conclude the system

was operable. The team determined the analysis and associated assessment were

reasonable.

The finding was more than minor because it was similar to Example 3.j of

NRC [[]]

IMC 0612, Appendix E, and was associated with the Design Control attribute of the Mitigating Systems Cornerstone and affected the cornerstone objective to ensure the

availability, reliability, and capability of systems that respond to initiating events to

prevent undesirable consequences. The team determined the finding was of very low

safety significance because the issue was a

design or qualification deficiency that did not result in inoperablity of the system. This finding was not assigned a cross-cutting aspect because the underlying cause was not indicative of current performance.

(Section 1R21.2.1.3)

iv Green. The team identified a finding of very low safety significance involving an

NCV of 10

CFR Part 50, Appendix B, Criterion III, "Design Control," in that NextEra did not assure the seismic design requirements for the condensate storage tank (CST) were translated into specifications and procedures. Specifically, the team found that

NextEra's seismic design calculations for the CST was based, in part, on a maximum

tank level. The maximum tank level was used to ensure that the floating cover inside the

CST would not strike the top of the tank. NextEra engineers had concluded that this

impact could cause a failure of the

CST or cover during a seismic event. However, the team identified that the high level alarm and operating procedure limits for the tank were above the level credited in the calculation. Additionally, the team determined that NextEra routinely operated the

CST tank above the maximum level assumed in the

calculation. Following identification NextEra entered the issue into their corrective action

program and proceduralized a lower maximum allowable water level for the CST to prevent a seismically induced impact of the floating cover on the tank. The finding is more than minor because it is associated with the protection against

external factors (seismic event) attribut

e of the Mitigating Systems Cornerstone and affected the cornerstone objective of ensuring the reliability of systems that respond to

initiating events to prevent undesirable consequences. The finding involved the loss or degradation of equipment so a detailed risk

evaluation (DRE) was performed. Based upon the DRE, the finding was determined to be of very low safety significance. This

finding was not assigned a cross-cutting aspect because the underlying cause was not

indicative of current performance. (Section 1R21.2.1.11)

Green. The team identified a finding of very low safety significance, in that NextEra did not perform preventative maintenance (PM) on supplemental emergency power system (SEPS) electrical components as re

quired by the approved engineering design modification for SEPS. As a result, the system's reliability to respond to a loss of off-site power event had not been maintained at a high confidence level, as assumed in

NextEra's design and probabilistic risk analyses. In response, NextEra entered the issue

into their corrective action program, evaluated the effect on equipment reliability for the

never-performed PMs, and implemented an accelerated schedule to complete the missed PM tasks.

The finding was more than minor because, if left uncorrected, it had the potential to lead

to a more significant safety concern. In addition, the finding was associated with the

Procedure Quality and Equipment Performance attributes of the Mitigating Systems

Cornerstone and affected the cornerstone objective to ensure the availability, reliability, and capability of systems that respond to initiating events. The team determined the finding was of very low safety significance because it was not a design or qualification

deficiency and did not result in the loss of the SEPS system or train function. This

finding had a cross-cutting aspect in the area of Human Performance, Decision Making, because the most recent quarterly system health report (4th quarter 2012) had stated that

SEPS [[]]

PMs had not been scheduled or perfo

rmed, these reports had been reviewed by NextEra management, however actions were not taken to develop electrical

PM on the

SEPS. [IMC 0310, Aspect H.1(a) (Section 1R21.2.1.17)

Green. The team identified a finding of very low safety significance involving an

NCV of 10

CFR Part 50, Appendix B, Criterion III, "Design Control," in that NextEra did not verify

vthe design basis for the primary component cooling water (PCCW) system had been translated into specifications and procedures. Specifically, the team found that NextEra had produced engineering evaluations and maintenance procedures that allowed a limited amount of leakage past the "B" train PCCW isolation valves. The team noted

NextEra used these documents to conclude that a 2.5 gallons per minute (gpm) leak rate

identified in April 2011 and a 4 gpm leak identified in October 2012 on "B" train valves

were acceptable. The team reviewed the design and licensing basis of the "B" train and

determined the system did not have a safety related refill capability and, therefore, was required to be leak tight. The team determined that, with leakage past the isolation valves, water would need to be added to the system and concluded that following certain

design basis events a safety related refill system would not be available resulting in loss of the PCCW system. Following identification of the issue NextEra entered it into their

corrective action program and evaluated the operability of system, concluding the PCCW system was operable based on recent valve-leakage testing results. The team review of the evaluation determined it to be reasonable. The finding is more than minor because it is associated with the protection against

external factors (seismic event) attribut

e of the Mitigating Systems Cornerstone and affected the cornerstone objective of ensuring the reliability and capability of systems that respond to initiating events to prevent undesirable consequences. The finding involved the loss or degradation of equipment designed to mitigate a seismic initiating

event and resulted in a

DRE in accordance with

IMC 0609, Appendix A, Exhibit 4.

Based upon the DRE, the finding was determined to be of very low safety significance.

The team determined that this finding has a cross-cutting aspect in the area of Human

Performance, Resources, because NextEra did not ensure that personnel, equipment, procedures, and other resources were available and adequate to assure nuclear safety. Specifically, engineering evaluations and maintenance procedures associated with PCCW isolation valves did not align with the design and licensing basis requirements for

a leak tight system. H.2(c) (Section 1R21.2.2.1)

B. Licensee-Identified Violations

None

REPORT [[]]

DETAILS

1. REACTOR SAFETY

Cornerstone: Initiating Events, Mitigating Systems, Barrier Integrity

1R21 Component Design Bases Inspection (IP 71111.21)

.1 Inspection Sample Selection Process

The team selected risk significant components for review using information contained in

the Seabrook Station Probabilistic Risk Assessment (PRA) and the U.S. Nuclear

Regulatory Commission's (NRC) Standardized Plant Analysis Risk (SPAR) model.

Additionally, the Seabrook Station Unit 1

Significance Determination Process (SDP) analysis was referenced in the selection of potential components for review. In general,

the selection process focused on components that had a Risk Achievement Worth

(RAW) factor greater than 1.3 or a Risk Reduction Worth (RRW) factor greater than

1.005. The team also selected components based on previously identified industry operating experience issues and the component contribution to the large early release

frequency (LERF) was also considered. The components selected were located within both safety-related and non-safety related systems, and included a variety of

components such as pumps, breakers, heat exchangers, electrical buses, transformers,

and valves.

The team initially compiled a list of components based on the risk factors previously

mentioned. Additionally, the team reviewed the previous component design bases inspection report (05000443/2007007 and 05000443/2010007) and excluded those

components previously inspected. The team then performed a margin assessment to narrow the focus of the inspection to 18 components and 4 operating experience (OE) samples. One component was selected because it was a containment-related structure, system, and components (SSC) and was considered for LERF implications. The team's evaluation of possible low design margin included consideration of original design

issues, margin reductions due to modifications, or margin reductions identified as a

result of material condition/equipment reliability issues. The assessment also included

items such as failed performance test results, corrective action history, repeated maintenance, maintenance rule (a)1 status, operability reviews for degraded conditions, NRC resident inspector insights, system health reports, and industry operating

experience. Finally, consideration was given to the uniqueness and complexity of the

design and the available defense-in-depth margins.

The inspection performed by the team was conducted in accordance with NRC Inspection Procedure 71111.21. This inspection effort included walkdowns of selected

components, interviews with operators, system engineers and design engineers, and

reviews of associated design documents and calculations to assess the adequacy of the

components to meet design and licensing basis. A summary of the reviews performed

for each component, operating experience sample, and the specific inspection findings identified are discussed in the subsequent sections of this report. Documents reviewed for this inspection are listed in the Attachment.

.2 Results of Detailed Reviews

.2.1 Results of Detailed Component Reviews (18 samples)

.2.1.1 Vital DC Switchgear Bus "11B"

a. Inspection Scope

The team inspected the "11B" vital direct-current (DC) switchgear bus (EDE-SWG-11-B)

to determine if it was capable of meeting its design basis requirements. The team

reviewed the design and operation of the switchgear bus and associated distribution

panels. The review evaluated whether the loading of the DC bus was within equipment ratings and determined whether the bus could perform its design basis function to reliably power the associated loads under worst case conditions. Specifically, the team

reviewed calculations and drawings including voltage drop calculations, short circuit

analyses, and load study profiles to evaluate the adequacy and appropriateness of

design assumptions. The team also reviewed the DC overcurrent protective coordination studies to determine if there was adequate protection for postulated faults

in the DC system.

The team interviewed system and design engineers and walked down the 125 volt direct

current (Vdc) bus and distribution panels to independently assess its material condition and to determine whether the system alignment and operating environment was consistent with design basis assumptions. Finally, the team reviewed corrective action documents and system health reports to det

ermine whether there were any adverse operating trends and to assess NextEra's ability to evaluate and correct problems.

b. Findings

No findings were identified.

.2.1.2 Solid State Protection System "B"

a. Inspection Scope

The team inspected the solid state protection system (SSPS) "B" train control panel and

relays (MM-CP-13) to determine if they were capable of meeting their design basis

requirements. Specifically, the team inspected the design, testing, and operation of the

SSPS and associated relays to determine if they could perform their design basis function to actuate the reactor trip breakers upon a valid reactor trip signal and actuate engineered safety features upon a valid initiation signal. The team reviewed functional

logic diagrams, technical specifications, and vendor specifications to determine the

performance requirements. The team reviewed maintenance, surveillance, and test

procedures to determine whether the established acceptance limits were adequate to

ensure reliable operation and that the equipment performed in accordance with design and licensing basis requirements, industry standards, and vendor recommendations. The team also compared as-found and as-left inspection and test results to the

established acceptance criteria in order to determine if the SSPS logic and relay test results met the established criteria. A

dditionally, the team interviewed system and design engineers and walked down accessible portions of the SSPS system to independently assess the material condition of the system, and to determine if the

system alignment and operating environment were consistent with design assumptions. Finally, the team reviewed corrective action documents and system health reports to

determine if there were adverse trends associated with the SSPS system and to assess NextEra's ability to evaluate and correct problems.

b. Findings

No findings were identified.

.2.1.3 Vital Alternating Current Power Panel "1B"

a. Inspection Scope

The team inspected the vital alternating current (AC) power panel "1B" (EDE-PP-1-B) to determine if it was capable of meeting its design basis functions. Specifically, the team evaluated the the inverter's capability to provide power to safety-related loads including

the nuclear instrumentation, reactor protection, and the engineered safety features

actuation systems. The team reviewed the loading documentation that determined the

design basis for maximum loading and the inverter equipment vendor ratings for conformance with the design basis. The team also reviewed calculations to determine if the inverter was capable of providing the 120Vac system loads with adequate voltage

during design basis conditions. Additionally, the team reviewed a common mode failure

analysis and the inverter qualification testing in order to determine if there was adequate

clearing for the 120Vac system branch circuits during fault conditions. The team conducted walkdowns at the inverter to assess the observable material condition and to evaluate if the installation was in accordance with manufacturer instructions. The team

also reviewed the operating and surveillance procedures to determine if the 120Vac

system voltage limits were correctly incorporated. Finally, the team reviewed corrective action documents and system health reports to determine whether there were any

adverse operating trends and to assess NextEra's ability to evaluate and correct

problems.

b. Findings

Introduction: The team identified a finding of very low safety significance (Green) involving an

NCV of 10

CFR Part 50, Appendix B, Criterion III, "Design Control," in that NextEra's design calculations did not verify that safety related breakers would perform

the intended safety function. Specifically, NextEra's fault analysis for the breaker, that

supplied non-safety related loads from a 120Vac safety related power panels, did not

evaluate the impact the current limiter function of the safety related inverters (which

supplied the power panels) would have on fault current. As a result the safety related breaker over-current protective device was not adequate to prevent a postulated fault

from a non-safety related load from actuating the inverter's current limiter resulting in a loss of voltage to the safety related power panel and associated loads.

Description: The team determined the 120Vac vital power panel, EDE-PP-1B, was powered from inverter EDE-I-1B and noted the panel powered both safety related and

non-safety related loads. The team reviewed Calculation 9763-3-ED-00-46-F, "Failure of

Non-Class 1E Loads on Class 1E Buses," performed to ensure that the failure of

non-safety related loads would not have any detrimental effect on the operation of safety related busses (including panel EDE-PP-1B). The team found the calculation compared

the time-current characteristic curve for inve

rter's overload current sensing relay (OCSR) with the power panel's safety related load circuit breakers that supply non-safety related

loads. The calculation concluded that the panel was adequately protected from non-safety related load faults because there was sufficient coordination between the two over-current protective devices. The team reviewed the calculation for power panel

EDE-PP-1B circuit 10, a non-safety related ground detection panel, to evaluate if the

breaker would clear the fault prior to operation of the

OCSR. The team then reviewed calculation 9763-3-

ED-00-68-F, "120VAC Breaker Coordination," which stated that inverter full load output current was 65 amps (A) and the

overload current limit was 150 percent of the full load output current. In addition, the

team found that Appendix C of the calculation described the inverters output response to

an overload or fault for the inverter as follows, "When the full load current is exceeded,

the output voltage will be reduced to maintain the output current less than the current limit value of 150%. Depending on the current magnitude, the output breaker will be tripped based on the time response of the Heinemann relay" (which is the OCSR) "and

the CSRT timer. If the overload/fault clears before the relay times out, the inverter

output will be restored to full voltage." Finally, the team reviewed the vendor technical

manual, "Instrument Bus Inverter Instruction Manual," which stated that the inverter output current would not exceed 150 percent of rated output current in the event of a fault or short circuit.

The team determined that calculation 9763-3-ED-00-46-F did not evaluate the response

of the current limiter function of the inverter on bus voltage with a fault current present.

Because this evaluation was not performed, the power panel's load circuit breakers, although coordinated with the inverter's OCSR relay setting, were not coordinated with the inverter's current limiter. The team further determined that a postulated fault from a

non-safety related load would cause the inverter current limiter to reduce output voltage

to prevent the output current from exceeding 97.5A. The team concluded that, as a

result of a non-safety related load fault, the power panel and all associated safety related loads might be at a reduced voltage for as long as 10 seconds before the safety related breaker supplying the non-safety related load would trip.

Following identification of the issue NextEra performed an evaluation and determined that, if the inverter's output current exceeded the current limited value, the voltage would rapidly collapse. As a result, NextEra concluded that the power panel's safety related

amp circuit breaker would not provide adequat

e over-current protection from a fault on a non-safety related load. NextEra also determined that the lack of adequate

coordination was limited to the ground detector circuit on the bus.

NextEra entered this issue into their corrective action program and performed an operability determination on EDE-PP-1B to assess whether it remained adequately

protected from a non-safety related load fault. NextEra found that a non-safety related

1A fuse located in the ground detection panel could provide adequate over-current

protection and proper coordination with the inverter's current limiter. NextEra noted that, in addition to the fuse, the power feeder cable from the power panel to the ground detection panel was not safety related, but was run in seismically mounted conduit. The

operability evaluation, crediting the fuse as the over-current protective device, concluded

the equipment was operable but non-conforming to licensing and design basis

requirements because of the reliance on the operation of non-safety related components. The team reviewed NextEra's preliminary analysis and operability evaluation and concluded they were reasonable.

Analysis: The team determined that the failure to verify the adequacy of over-current protection to ensure that non-safety load faults could not adversely affect safety related

equipment was a performance deficiency. Specifically, NextEra did not consider the effects of fault current on the current limiter function of inverters which supplied safety related power panels. As a result, a postulated fault of a non-safety related load could

have resulted in a loss of voltage to the safety related power panel and all associated

safety related loads. The finding was more than minor because it was similar to

Example 3.j of

NRC [[]]

IMC 0612, Appendix E, "Examples of Minor Issues," which determined that calculation errors would be more than minor if, as a result of the errors, there was reasonable doubt on the operability of the component. In addition, the finding

was associated with the Design Control attribute of the Mitigating Systems Cornerstone

and adversely affected the cornerstone objective to ensure the availability, reliability, and

capability of systems that respond to initiating events to prevent undesirable

consequences (i.e., core damage).

The team performed a risk screening, in accordance with IMC 0609, Appendix A,

"Significance Determination Process for Findings At-Power," using Exhibit 2, "Mitigating Systems Screening Questions," and determined the finding was of very low safety

significance (Green) because it was a design or qualification deficiency affecting the over-current protective device that did not result on the loss of operability or functionality of safety related equipment. Specifically, a preliminary analysis determined that existing

fuses, although not qualified as safety related, would provide adequate over-current

protection. This finding did not have a cross-cutting aspect because it was determined

to be a legacy issue and was not considered to be indicative of current licensee

performance.

Enforcement

10 CFR Part 50, Appendix B, Criterion

III, "Design Control," requires, in part, that design control measures shall provide for verifying the adequacy of design, and for the selection and review for suitability of equipment that is essential to the safety

related functions of the structures, systems, and components. Contrary to the above,

prior to March 29, 2013, NextEra's design control measures had not verified the

adequacy of the design regarding protection of safety related power panels from non-

safety related load faults. Specifically, NextEra did not consider the effects of fault current on the current limiter function of safety related 120 Vac inverters which supplied

safety related power panels. Because this violation was of very low safety significance (Green) and was entered into NextEra's corrective action program (CR 1861161), this

violation is being treated as a non-cited violation (NCV), consistent with Section 2.3.2 of

the NRC's Enforcement Policy. (NCV 05000443/2013008-01, Failure to Verify Adequate Fault Protection for Safety Related Equipment from Non-Safety Related

Load Fault)

.2.1.4 Unit Auxiliary Transformer Breaker to Bus "E6"

a. Inspection Scope

The team inspected the 4.16 kV supply circuit breaker (EDE-BK-ACB-B71) to determine

if it was capable of meeting its design basis functions. Specifically, the team evaluated

whether if the breaker would ensure offsite power would stay connected to the vital bus

when available. The team reviewed applicable portions of the Updated Final Safety Analysis Report (UFSAR), design basis documents (DBD), and drawings to identify the design basis requirements for the breaker. The team reviewed schematic diagrams and calculations for the circuit breaker protective relays to determine whether the circuit

breaker was subject to spurious tripping and was properly coordinated with downstream

non-Class 1E-load feeder breakers. The team also reviewed the bus-transfer schemes and synchronism check relaying for the 4.16 kV breaker to determine whether they would enable continuity of offsite power to the safety buses when available and isolate

the safety bus from the non-safety 4.16 kV system when required. Additionally, the team reviewed maintenance schedules, procedures, and completed work records to

determine whether the breaker was being properly maintained. The team reviewed

corrective action documents and system health reports to determine whether there were any adverse operating trends and to assess NextEra's ability to evaluate and correct problems. Finally, the team performed a visual inspection of the breaker to assess the

material condition and operating environment of the equipment.

b. Findings

No findings were identified.

.2.1.5 Emergency Feedwater Pump Minimum Flow Valve

a. Inspection Scope

The team inspected the emergency feedwater (EFW) minimum flow recirculation valve

(FW-V-347) to determine if it was capable of performing its design basis functions.

Specifically, the team determined if the valve would reposition, as required, to ensure adequate flow was available for the

EFW pump and steam generators. The team reviewed the

UFSAR, Technical Specifications (TS), TS Bases, and the in-service

testing (IST) basis documents to identify the design basis requirements of the valve.

The team reviewed periodic motor operated valve (MOV) diagnostic test results and

stroke-timing test data to verify acceptance criteria were met. The team also evaluated whether the MOV safety functions, performance capability, torque switch configuration, and design margins were adequately monitored and maintained in accordance with

generic letter (GL) 89-10 guidance. The team reviewed MOV weak link calculations to

ensure the ability of the valve to remain structurally functional while stroking under

design basis conditions. The team verified that the valve analysis used the maximum differential pressure expected across the valve during worst case operating conditions. Additionally, the team reviewed motor data, degraded voltage conditions, and voltage

drop calculation results to confirm that the MOV would have sufficient voltage and power

available to perform its safety function at degraded voltage conditions. The team

discussed the design, operation, and component history of the valve with engineering

and operations staff to determine performance history and overall component health. The team also conducted a walkdown of the valve to assess its material condition and determine if the installed configuration was consistent with plant drawings, procedures,

and the design basis. Finally, the team reviewed corrective action documents and

system health reports to determine whether there were any adverse operating trends and to assess NextEra's ability to evaluate and correct problems.

b. Findings

No findings were identified.

.2.1.6 Component Cooling Water Bypass Temperature Control Valve

a. Inspection Scope

The team inspected the primary component cooling water (PCCW) bypass temperature control valve (CC-TV-2271-2) to determine if the air operated control valve was capable of performing its design basis functions. Specifically, the team evaluated whether the valve would throttle flow to the

PCCW heat exchanger as required to maintain

PCCW

temperature within limits. The team reviewed the UFSAR, TSs, DBD, and drawings to

identify the design basis requirements of the valve. The team identified that the valve

fails closed and evaluated whether the failure mode was consistent with its safety function. The team also evaluated nitrogen backup bottle volume calculations to ensure that sufficient nitrogen would be provided to throttle the valve as required during a

design basis accident. The team evaluated whether the instrument setpoints were

properly translated into system procedures and tests and reviewed completed tests to determine if the results demonstrated component operability. The team reviewed valve and system calculations to determine if the inputs and assumptions were accurate and

justified. The team also conducted several walkdowns of the valve to assess its material

condition and to evaluate if the installed configuration was consistent with the plant

drawings, procedures, and the design basis. Finally, the team reviewed corrective

action documents and system health reports to determine whether there were any adverse operating trends and to assess NextEra's ability to evaluate and correct

problems.

b. Findings

No findings were identified.

.2.1.7 Startup Feed Pump/Emergency Feedwater Cross Connect MOV

a. Inspection Scope

The team inspected the startup feed pump/emergency feedwater cross-connect

MOV (

FW-V-163) to determine if the valve was capable of performing the function credited in

the PRA and its design basis functions. Specifically, the team evaluated whether the normally closed valve when opened would provide an adequate flow path from the

startup feed pump to the steam generators and provide the required isolation between the feedwater and

EFW systems. The team reviewed the

UFSAR, TSs, drawings, PRA, and procedures to identify the performance requirements for the valve. The team

reviewed periodic MOV diagnostic test results and stroke-timing test data to verify

acceptance criteria were met. The team evaluated whether the MOV performance

capability, torque switch configuration, and design margins were adequately monitored and maintained in accordance with NextEra's

MOV program requirements. The team also reviewed

MOV weak link calculations to ensure the ability of the MOV to remain

structurally functional while stroking under worst case operating conditions. The team

verified the MOV valve analysis used the maximum differential pressure expected

across the valve during worst case operating conditions. Additionally, the motor data,

degraded voltage conditions, and voltage drop calculation results were reviewed to confirm that the MOV would have sufficient voltage and power available to perform its function at degraded voltage conditions. The team discussed the design, operation, and

maintenance of the valves with the system engineer to determine the valves

performance history, maintenance, and overall health. Additionally, the team conducted a walkdown of the valve and associated equipment to assess the material condition of the equipment and to determine if the installed configuration was consistent with the plant drawings and design. Finally, the team reviewed corrective action documents to determine if there were any adverse trends associated with the valves and to assess

NextEra's capability to evaluate and correct problems.

b. Findings

No findings were identified.

.2.1.8 Service Water Pump "D"

a. Inspection Scope

The team inspected the "D" service water (SW) pump (SW-P-41-D) to evaluate if it was capable of performing its design basis functions. Specifically, the team evaluated

whether the

SW pump provided adequate flow so that the

SW system was capable of

transferring the maximum heat loads, from primary and secondary sources in the plant, to the environment. The team reviewed applicable portions of the UFSAR, DBD, and drawings to identify the design basis requirements for the pump. The team evaluated

whether the pump capacity was sufficient to provide adequate flow to the safety-related

components supplied by the

SW system during design basis accidents (

DBAs). The

team reviewed design calculations to assess available pump net positive suction head (NPSH), worst case pump run-out conditions, and to evaluate the capability of the pump to provide required flow to supplied com

ponents. Additionally, the team reviewed the SW pump motor data, degraded voltage conditions, and voltage drop calculations to

confirm that the pump motor would have sufficient voltage and power available to

perform its safety function at degraded voltage conditions. The team reviewed the

SW pump

IST results and SW system flow verification tests to determine if adequate system flow was available. Specifically, the team reviewed pump data trends for vibration, pump

differential pressure, and flow rate test results to verify acceptance criteria were met and

acceptance limits were adequate. The team ensured changes that impacted flow

requirements to individual SW system loads due to changes in fouling factors, pipe

replacement, modifications, and revised heat load requirements for components were properly evaluated. The team interviewed the system engineer and performed several

walkdowns of the pump to evaluate its material condition and assess the pump's operating environment. The team also reviewed SW intake inspection reports (including

underwater videos) and walked down accessible portions of the SW intake transition

structure to assess the material condition of the SW intake support structures, intake silt/debris loading, and NextEra's configuration control. Finally, the team reviewed corrective action documents and system health reports to determine whether there were

any adverse operating trends and to assess NextEra's ability to evaluate and correct

problems.

b. Findings

No findings were identified.

.2.1.9 Primary Component Cooling Water Pump "D"

a. Inspection Scope

The team inspected the "D"

PCCW pump (

CC-P-11-D) to determine if it was capable of

meeting its design basis function. Specifically, the team evaluated the ability of the

PCCW system to provide cooling water to essential components under normal, transient, and accident conditions. The team evaluated whether the pump capacity was sufficient to provide adequate flow to the safety-related components supplied by the system during

DBAs. The team also reviewed calculations for NPSH to ensure that the pump could

successfully operate under the most limiting conditions. The team reviewed drawings, calculations, hydraulic analyses, procedures, system health reports, and the system DBD to ensure consistency with design and licensing bases requirements. Additionally,

the motor data, degraded voltage conditions, and voltage drop calculation results were

reviewed to confirm that the pump motor would have sufficient voltage and power

available to perform its safety function at degraded voltage conditions. The team also

reviewed completed pump surveillance tests to ensure pump performance and procedure acceptance criteria were consistent with system flow calculations. The team walked down the PCCW pumps and accessible portions of the system and reviewed the

system health report and maintenance records to assess NextEra's configuration control,

operating environment of the pumps, and the

system's overall material condition. Finally, the team reviewed corrective action documents and system health reports to determine whether there were any adverse operating trends and to assess NextEra's ability to evaluate and correct problems.

b. Findings

No findings were identified (see Section 1R21.2.2.1 for PCCW-related finding).

.2.1.10 Containment Enclosure Fan "A"

a. Inspection Scope

The team inspected the "A" containment enclosure fan (EAH-FN-5-A) to determine if it was capable of meeting its design basis functions. Specifically, the team evaluated whether the fan capacity was sufficient to provide adequate flow for heat removal from

safety-related components during design basis events. The team reviewed design

documents and drawings in order to determine the minimum fan flow requirements required to provide adequate cooling. Additionally, the motor data, degraded voltage conditions, and voltage drop calculation results were reviewed to confirm that the fan

would have sufficient voltage and power available to perform its safety function at

degraded voltage conditions. The team reviewed inspection and testing procedures to

evaluate whether appropriate maintenance activities were being performed and

reviewed past test results to determine if the fan was capable of removing the required heat load. The team conducted a walkdown of the fan and associated ventilation equipment and interviewed engineers regarding the maintenance and operation of the

fan, in order to assess the material condition of the system. Finally, the team reviewed

corrective action documents and system health reports to determine whether there were

any adverse operating trends and to assess NextEra's ability to evaluate and correct

problems.

b. Findings

No findings were identified.

2.1.11 Condensate Storage Tank

a. Inspection Scope

The team inspected the

CST (

CO-TK-25) to determine if it was capable of meeting its

design basis function. Specifically, the team evaluated whether the tank was adequately designed to provide the required quantity of water for the

EFW system during design basis events. The team reviewed the design, testing, inspection, and operation of the

CST, and associated tank level instruments to evaluate whether the tank could perform

its design basis function as the water source for the emergency feedwater pumps.

Specifically, the team reviewed design calculations, drawings, and vendor specifications (including tank sizing and level uncertainty analysis, and pump vortex calculations) to evaluate the adequacy and appropriateness of design assumptions and operating limits. Seismic design documentation was reviewed to evaluate whether CST design

assumptions were consistent with limiting seismic conditions. The team interviewed

system and design engineers, reviewed instrument test records, and tank inspection results to determine whether maintenance and testing was adequate to ensure reliable operation. Additionally, the review evaluated whether those activities were performed in accordance with regulatory requirements, industry standards, and vendor

recommendations. The team also conducted a walkdown of the tank area to

independently assess the material condition of the CST and associated instrumentation.

Finally, the team reviewed corrective action documents and system health reports to determine whether there were any adverse operating trends and to assess NextEra's ability to evaluate and correct problems.

b. Findings

Introduction: The team identified a non-cited violation of

10 CFR Part 50, Appendix B, Criterion

III, "Design Control," in that NextEra did not assure the seismic design requirements for the CST were translated into specifications and procedures.

Specifically, the team determined that NextEra routinely operated the CST tank at a

water level above that credited in the CST seismic design calculation developed to

ensure the tank would be available following a seismic event. Additionally, the team

determined that the CST high level alarm was set above this limit.

Description: The team found that the design and licensing basis of the

CST is that it is a seismically qualified tank, credited as the water supply source for the

EFW pumps for

design basis events. The team noted that the tank is equipped with a floating stainless

steel cover; the cover is designed to freely move up and down; and a foam rubber gasket is mounted on the circumference of the plate in contact with the tank wall.

The team reviewed calculation

FP 52810, "

CST Seismic Report," Revision T that

evaluated, in part, the potential for the floating cover to impact the CST roof as a result

of water movement and wave action during a seismic event. NextEra had determined

that during a safe shutdown earthquake (SSE), the wave height could be over three feet. The team determined that, in order to ensure the integrity of the tank and cover, the calculation assumed that the CST water level was maintained at a height such that the

cover could not reach the tank roof during the event. The team then reviewed the tank level instrument setpoint calculation to evaluate the adequacy of the tank high level alarm and found that the calculation set the high level alarm (including instrument

uncertainty) at a level where the

CST floating cover would not contact the

CST roof

which was consistent with seismic design calculation. The team found that with

instrument uncertainty factored into the level setpoint, the high level alarm setpoint was

either 385,760 gallons or 391,150 gallons (depending upon which level instrument is used) in order to assure the limit established in the design calculations was maintained.

Following a review of the alarm setpoint maintenance and testing procedures, however,

the team determined that the procedure setpoints corresponded to a tank level of

401,300 gallons. The team also reviewed plant operating procedures for the

CST and determined that the procedure allowed operators to fill the

CST to the high level setpoint. The team discussed operation of the CST with plant operations personnel, who stated

that the tank is usually maintained at a level between 380,000 and 400,000 gallons of

water. The team reviewed the previous year's tank level records which confirmed the

tank was routinely operated above the limit established in the design calculation. Finally, the team noted during a walkdown in the control room that the tank level was above the calculation limit. Subsequent to the team's questions, NextEra entered the issue into

their corrective action program; developed a night order that procedurally limited the tank level to below the seismic calculation level limit; and performed evaluations to determine

if an impact from the cover on the roof of the tank affect the performance of safety

related component.

The team reviewed the evaluations and concluded that it was reasonable to assume that

the tank and steel cover would be unaffected during the event, however, the team

determined that the cover gasket was not designed or tested to be capable of

withstanding an impact on the

CST and could not conclude that it would be unaffected by a seismic event. The team further determined that if the gasket failed it would sink and possibly impact the operation of the

EFW system.

Analysis: Failure to operate the CST in accordance with water level limits determined by seismic analysis is a performance deficiency. The finding was more than minor because

it was similar to Example 5.a. of

NRC [[]]

IMC 0612, Appendix E, "Examples of Minor Issues," in that design calculations required the high level alarm to limit CST level, the alarm was set incorrectly, and the alarm was restored to service. Additionally, the

finding was associated with the Design Control attribute of the Mitigating Systems

Cornerstone and adversely affected the objective to ensure the availability, reliability,

and capability of systems that respond to initiating events to prevent undesirable consequences. The team evaluated the finding in accordance with IMC 0609, Appendix A, "Significance Determination of Reactor Inspection Findings for At-Power Situations,"

and screened this external event issue under Mitigating Systems. In accordance with

IMC 0609, Exhibit 2.B, the finding involved the loss or degradation of equipment or function specifically designed to mitigate a seismic initiating event and triggered the use

of Exhibit 4, "External Events Screening Questions." The "yes" response to question 1 of Exhibit 4 directed a detailed risk evaluation (DRE) because if the gasket failed it could

degrade one or more trains of a system that supports a risk significant system or function.

Since a Seabrook specific seismic risk model has not been developed, a Region I Senior

Reactor Analyst (SRA) conducted a detailed analysis utilizing the External Initiator Risk

Informed Inspection Notebook for Salem Generating Salem, Table 5.3.1 as a surrogate.

This was deemed appropriate since both units are four loop Westinghouse plants with

large dry containments. Additionally, the safety functions employed to mitigate a design basis

SSE are identical. Based on the configuration of the

EFW suctions and the failure

modes of the tank cover gasket, the failure probability of the EFW system was increased

from 1E-4 to 1E-1. This was deemed to be cons

ervative since there are two "T" suctions in the tank, the material would sink and the path to the pumps experiences several elevation changes which would make debris transport difficult. In addition no credit was given for off-site power. This was also conservative since the fragility analysis in the

Individual Examination for External Events (IPEEE) for Seabrook, Table 3.7, predicts a

greater than 50 percent success for offsite power give the SSE. Given these bounding

assumptions the change in core damage frequency was E-7. The dominant sequence was a

SSE with a loss of offsite power, failure of

EFW and the failure to successfully conduct reactor feed and bleed operations. Large early release was determined not to

be applicable in accordance with Inspection Manual Chapter 0609, Appendix H,

Containment Integrity Significance Determination Process, Table 5.1. As a result the

finding was of very low safety significance (Green).

This finding was not assigned a cross-cutting aspect because the underlying cause was a legacy issue and not indicative of current performance.

Enforcement:

10 CFR Part 50, Appendix B, Criterion

III, "Design Control," states, in part, that measures shall be established to assure that applicable regulatory requirements and the design basis are correctly translated into specifications, drawings, procedures, and instructions. Contrary to the above, prior to April 15, 2013, NextEra did not provide

the appropriate operating water level limit for the CST high level alarm or operating

procedures to prevent the tank's floating cover from impacting the seismic Class I CST

during a seismic event. However, because this finding is of very low safety significance

and was entered into the licensee's corrective action program (AR 01865544), the violation is being treated as a non-cited violation, consistent with Section 2.3.2.a of the

NRC Enforcement Policy. (

NCV 05000443/2013008-02, Condensate Storage Tank

Water Level Above Limits of Seismic Qualification) .2.1.12 Primary Component Cooling Water Heat Exchanger 17B Outlet Pipe Vacuum Breaker

a. Inspection Scope

The team inspected the PCCW heat exchanger "17B" service water outlet pipe vacuum

breaker (SW-V-175) to determine if it was capable of meeting its design basis function.

Specifically, the team evaluated whether the valve design and capacity was sufficient to provide adequate protection against a postulated water hammer in the heat exchanger's SW system discharge piping. The team reviewed design documents, in-service test

(IST) program documents, and drawings to evaluate the ability of the valve to provide adequate water hammer protection. The team also reviewed inspection and testing procedures to evaluate whether appropriate maintenance activities were being

performed and reviewed past test results to determine if the valve demonstrated

acceptable performance. The team conducted a walkdown of the valve and associated

equipment and interviewed engineers regarding valve maintenance and operation to

assess the material condition of the valve. Finally, the team reviewed corrective action documents and system health reports to ev

aluate whether there were any adverse operating trends and to assess NextEra's ability to evaluate and correct problems.

b. Findings

No findings were identified.

.2.1.13 Motor-Driven Emergency Feedwater Pump

a. Inspection Scope

The team inspected the motor-driven

EFW pump (

FW-P-37-B) to determine if it was

capable of meeting its design basis functions. Specifically, the team evaluated whether the pump was capable of providing adequate flow to the steam generators during DBAs.

The team reviewed the

EFW system hydraulic model and the design basis hydraulic analysis/calculations to verify that required total developed head (

TDH), NPSH, and pump run-out conditions had been properly evaluated under all DBA conditions. Additionally, the motor data, degraded voltage conditions, and voltage drop calculation

results were reviewed to confirm that the pump motor would have sufficient voltage and

power available to perform the intended safety function at degraded voltage conditions.

The team reviewed system operating procedures to ensure they were consistent with the

design requirements. The team also reviewed pump IST procedures, test results, and trends in test data to determine if pump performance was consistent with design basis

assumptions. Additionally, IST acceptance criteria were reviewed to verify appropriate

correlation to accident analyses requirements. Seismic design documentation was

reviewed to evaluate whether pump design was consistent with limiting seismic

conditions. The team also conducted a detailed walkdown of the pump and support systems to determine the material condition of the components and to ensure adequate configuration control. Finally, the team reviewed corrective action documents and

system health reports to evaluate whether there were any adverse operating trends and

to assess NextEra's ability to evaluate and correct problems.

b. Findings

No findings were identified.

.2.1.14 Emergency Diesel Generator "A" Mechanical Systems

a. Inspection Scope

The team inspected the "A" emergency diesel generator (EDG) (DG-1-A) mechanical

systems to determine if they were capable of supporting their design basis functions.

Specifically, the team evaluate whether the mechanical support systems for the

EDG would operate as required so that the

EDG could provide power to 4.16 kV electrical bus "E5" during normal operation, operational transients, and design basis accidents. The

team selected the EDG engine, fuel oil system, air start system, lube oil system, and

jacket water cooling system for an in-depth review. The team reviewed the UFSAR, the

TSs, operating procedures, and DBD to identify the design basis requirements for these

systems. The team also reviewed EDG surveillance test results, equipment operator logs, and operating procedures to ensure that the mechanical support systems were

operating as designed and within their vendor design limits. The team reviewed fuel oil

consumption calculations to verify TS requirements were adequate to meet design basis

loading conditions. The team reviewed lube oil sample and chemistry results to assess whether NextEra had performed timely analysis for wear and trending, identified potential adverse trends, and to determine if proper lubrication of system components

was being performed. The team reviewed the

EDG vendor manual,

EDG surveillance tests, and preventive maintenance (PM) activities for the lube oil and fuel oil filters to

ensure that NextEra replaced the filters prior to any adverse impact on engine operation.

The team also conducted several detailed walkdowns of the EDG and its support systems (including control room instrumentation) to visually inspect the physical/material condition, to assess the operating environment and potential hazards, and to ensure

adequate configuration control. Finally, the team reviewed corrective action documents and system health reports to evaluate whether there were any adverse operating trends and to assess NextEra's ability to evaluate and correct problems.

b. Findings

No findings were identified.

.2.1.15 4.16kV Vital Bus "E6"

a. Inspection Scope

The team inspected the 4.16kV vital bus "E6" (EDE-SWG-6) to determine if it was

capable of meeting its design basis functions. Specifically, the team evaluated whether the bus was capable of transferring supplied power to downstream loads during a

DBA. The team reviewed applicable portions of the

UFSAR, DBD, and drawings to identify the

design basis requirements for the bus. The team reviewed selected calculations for the electrical distribution system's load flow/voltage drop, degraded voltage protection,

short-circuit protection, and coordination to verify the adequacy and appropriateness of

design assumptions in the calculations. The team's review evaluated whether bus and breaker capacity would be exceeded and determined if bus voltages remained above minimum acceptable values under design basis conditions. The team also reviewed

switchgear protective device settings and breaker ratings to ensure that selective coordination was adequate for the protection of connected equipment during short-circuit conditions and when non-Class 1E loads on the

power system were postulated to fail. The team reviewed the preventive maintenance inspection and testing procedure and

associated test results to ensure that breakers were maintained in accordance with

industry and vendor recommendations. The team also reviewed calculations to

determine if adequate voltage would be available for the breaker closure and opening control circuit components and the breaker spring charging motors. Additionally, the team performed a visual inspection of observable portions of the safety-related 4.16 kV

switchgear to assess the installed configuration, material condition, environmental

condition, and potential vulnerability to hazards. Finally, the team reviewed corrective

action documents and system health reports to evaluate whether there were any adverse operating trends and to assess NextEra's ability to evaluate and correct

problems.

b. Findings

No findings were identified.

.2.1.16 Residual Heat Removal Heat Exchanger "A"

a. Inspection Scope The team inspected the "A" residual heat removal (RHR) heat exchanger (RH-E-9-A) to determine if it was capable of meeting its design basis function. Specifically, the team

evaluated the ability of the heat exchanger to adequately remove decay heat following a

postulated accident. The team reviewed applicable portions of the UFSAR, DBD, and

drawings to identify the design basis requirements for the heat exchanger. The team also reviewed design calculations to evaluate the capability of the heat exchanger to transfer the required heat load during normal operations and postulated accident

conditions. Additionally, the team reviewed the design and procedural controls for the

control valves associated with the heat exchanger to determine if required RHR system flow and temperature would be maintained under design conditions. The team

interviewed system and design engineers, reviewed corrective action documents, and performed a walkdown of the heat exchanger to assess the material condition of the equipment. Finally, the team reviewed co

rrective action documents and system health reports to evaluate whether there were any adverse operating trends and to assess

NextEra's ability to evaluate and correct problems.

b. Findings

No findings were identified.

.2.1.17 Supplemental Emergency Power System "B" Electrical

a. Inspection Scope The team inspected the "B" supplement

al emergency power system (SEPS) (SEPS-DG-2B), including auxiliary support systems, to determine if it was capable of meeting its licensing basis and

PRA credited functions. Specifically, the team evaluated to ability of the

SEPS to supply power to safe shutdown loads following a loss of off-site power coincident with a failure of one EDG. The team reviewed loading analysis and

voltage regulation calculations to determine if appropriate design assumptions had been

translated into the SEPS design specificati

ons and operating instructions. The team reviewed analyses and surveillance testing to assess the SEPS's electrical capabilities under required operating conditions. Additionally, the team reviewed overcurrent protection, coordination, and short-circuit calculations to evaluate whether the SEPS

diesel generator was adequately protected with properly set protective devices during

test mode and emergency operation under worst case fault conditions. The team also

reviewed preventive maintenance records and surveillance test results to evaluate whether the test results satisfied the established acceptance criteria and were consistent with design assumptions. The team performed independent walkdowns of the SEPS

and associated support equipment to assess the installation, configuration control,

material condition, and potential vulnerability to external hazards. Finally, system health

reports and component maintenance histories were reviewed to evaluate whether there

were any adverse operating trends and to assess NextEra's ability to evaluate and

correct problems.

b. Findings

Introduction: The team identified a finding of very low safety significance (Green), in that NextEra did not perform

PM on

SEPS electrical components as required by the approved engineering design modification for SEPS. Specifically, 4kV breakers,

480VAC breakers, protective relays, power distribution components, and battery

chargers had not been maintained in accordance with vendor recommendations,

industry standards, or Seabrook maintenance practices since initial installation (2003 to

2005). As a result, the system's reliability to respond to a loss of off-site power event had not been maintained at a high confidence level, as assumed in NextEra's design and probabilistic risk analyses.

Description: The team evaluated

SEPS functional tests and
PM [[to verify that its capacity, capability, and reliability were maintained consistent with design and licensing bases assumptions. The team's evaluation of the scope of routine functional tests determined the testing did not include all of the critical components within the]]
SEPS system that had to function, in order to deliver power to the Seabrook safety buses. The team also reviewed

PM tasks performed on SEPS equipment and found that a

significant number of critical components did not have any PM tasks assigned, scheduled, or performed and they did not have any inspections, tests, or calibrations since initial installation (2003-2005).

The team's review of the SEPS modification found that the following equipment had

been installed:

two diesel generators (DGs) 4kV tie-bus load bank underground power cable from the local tie-bus to a manual transfer switch power cables from manual transfer switch to safety bus-5 and -6 4kV breakers on the local tie-bus and safety bus-5 and -6 support systems (e.g., engine starting batteries, tie-bus switchgear battery, battery charges, and tie-bus protective relays)

The team's review of functional testing on the equipment identified that load tests at

different load ratings on a monthly, annual, and biennial frequency were performed.

However, the team determined that these tests were performed using the local load bank; as a result, the power circuit from the local tie-bus to the plant safety bus-6 had not been energized or tested since initial site acceptance testing, in 2005, and the power

circuit from the SEPS manual transfer switch to safety bus-5 had never been energized.

The team also determined that PM tasks had not been performed on many of these

untested components including the 4kV breakers (local tie-bus and safety bus), 480 Vac breakers, protective relays, battery charges, manual transfer switch, or underground

power cables.

The team reviewed

SEPS modification Design Change Request 03

DCR002 and

determined that, as part of the engineering approved modification, NextEra had identified that numerous PM tasks were required in order to satisfy vendor recommendations, industry standards, and Seabrook maintenance practices (i.e., site

specific standards). As part of the modification process, NextEra had issued corrective

action program items CR-05-13019, CR-05-13020, and CR-05-13021, which were

created to ensure that appropriate PM tasks were developed and scheduled. The team

determined that the corrective actions were never completed.

The team also reviewed NextEra's safety assessment of risk and the associated revision to the plant's

PRA which had been performed as part of the

SEPS modification. The

team determined that the risk assessments were based on a SEPS failure rate model

that reflected generic diesel generator failure data from NUREG/CR-6928, "Industry-Average Performance for Components and Initiating Events at Nuclear Power Plants." The team determined that these failure rates were based in part on the completion of

typical maintenance practices as recommended by industry standards and emergency diesel generator vendors. Therefore, the team concluded that SEPS availability and

reliability had not been maintained at a high confidence level, so as to validate and align

with NextEra's design and PRA assumptions.

In response, NextEra entered this issue into their corrective action program, evaluated

the effect on equipment reliability for the never performed PMs, and implemented an accelerated schedule to create and complete the missed PM tasks. During the team's

last week on-site, a number of first time

PM were performed, including inspections on the

SEPS 4kV breakers on the plant safety buses. The team noted that no problems were identified that would have prevented proper operation of the equipment. Finally,

the team reviewed NextEra's functionality assessment of the SEPS system availability, created to allow Nextera to continue crediting the system for risk reduction analysis, and

concluded that it was reasonable.

Analysis: The team determined that the failure to perform PM tasks, as required by an approved design modification, without a technical evaluation of the impact of delayed

maintenance on the equipment, was a performance deficiency. Specifically, as part of

the

SEPS modification, NextEra determined that maintenance procedures and

PM tasks

were required to be created and implemented. However, the

PM tasks were never created. As a result, preventative maintenance that NextEra had determined to be necessary to maintain

SEPS reliability had not

been performed in the 8 year period since installation. The finding was more than minor because, if left uncorrected, it had the

potential to lead to a more significant safety concern (e.g., an on-demand failure to run).

In addition, the finding was associated with the Procedure Quality and Equipment Performance attributes of the Mitigating Systems Cornerstone and affected the cornerstone objective to ensure the availability, reliability, and capability of systems that

respond to initiating events to prevent undesirable consequences (i.e., core damage).

The team performed a risk screening, in accordance with IMC 0609, Appendix A,

"Significance Determination Process for Findings At-Power," using Exhibit 2, "Mitigating Systems Screening Questions," and determined the finding was of very low safety significance (Green) because it was not a design or qualification deficiency and did not result in the loss of the SEPS system or train function.

This finding had a cross-cutting aspect in the area of Human Performance, Decision

Making, because the most recent quarterly system health report (4th quarter 2012) had stated that

SEPS [[]]

PMs had not been scheduled

or performed, these reports had been reviewed by NextEra management, however actions were not taken to develop electrical

PM on the

SEPS. [IMC 0310, Aspect H.1(a)

Enforcement: This finding did not involve a violation of regulatory requirements because

SEPS was not safety related and was not relied upon to respond to design basis accidents. Because this finding did not involve a violation of regulatory requirements and was very low safety significance, it was identified as a finding (

FIN). NextEra

entered this issue into their corrective action program (CR 1862758) took immediate

corrective action to evaluate the effect on equipment reliability for the never-performed PMs, and implemented an accelerated schedule to complete the missed PM tasks.

(FIN 05000443/2013008-03, Failure to Perform Preventative Maintenance on the

Supplemental Emergency Power System)

.2.1.18 Vital Unit Substation 52

a. Inspection Scope

The team inspected the 480 Vac vital unit substation (EDE-US-52) to determine if it was

capable of performing its design basis functions. Specifically, the team evaluated

whether the bus and associated supply transformer were capable of transferring supplied power to downstream loads following a DBA. The team reviewed electrical distribution calculations including load flow, voltage drop, short-circuit, and electrical

protection coordination to evaluate the adequacy and appropriateness of design

assumptions. The team also determined if substation capacity and voltages remained

within acceptable values under design basis conditions. The team reviewed the electrical overcurrent protective relay settings for the substation supply breaker and selected load center breakers to determine if the trip setpoints would ensure the ability of

the supplied equipment to perform its design basis safety function and provide adequate

load center protection during fault conditions. Additionally, the team reviewed system maintenance test results, interviewed system and design engineers, and conducted field walkdowns to verify that equipment alignment, nameplate data, and breaker positions were consistent with design drawings and to assess the material condition of the load

center. Finally, the team reviewed corrective action documents and system health reports to evaluate whether there were any adverse operating trends and to assess

NextEra's ability to evaluate and correct problems.

b. Findings

No findings were identified.

.2.2 Review of Industry Operating Experience and Generic Issues (5 samples)

The team reviewed selected OE issues for applicability at the Seabrook Station. The

team performed a detailed review of the OE issues listed below to evaluate if NextEra had appropriately assessed potential applicability to site equipment and initiated

corrective actions when necessary.

.2.2.1 NRC Information Notice 2011-14, Component Cooling Water System Gas Accumulation

and Other Performance Issues

a. Inspection Scope

The team assessed NextEra's applicability review and disposition of

NRC Information Notice (

IN) 2011-14. This IN discussed industry operating experience regarding air

intrusion into component cooling water (CCW) systems, as well as other CCW system

performance issues including protection

from high energy line breaks (HELBs) and seismic events. The team reviewed the Seabrook PCCW system operating, fill and vent,

and alarm response procedures to verify that procedures adequately addressed the concerns identified in the

IN. In addition, the team performed several walkdowns of accessible

PCCW piping and head tanks; reviewed PCCW system corrective action

condition reports (CRs); reviewed the

PCCW system design basis and modification history; and interviewed design engineers to independently verify that the

PCCW system was adequately designed to ensure protection from the design basis events postulated

in the IN. Finally, the team reviewed NextEra procedures developed to respond to a loss

of PCCW inventory event by reviewing operating procedures, interviewing operators,

and conducting a walkthrough of time-critical PCCW emergency makeup strategies to

determine if the procedures and actions were adequate to mitigate the postulated loss of inventory and were consistent with licensing basis documents.

b. Findings

Introduction: The team identified a finding of very low safety significance involving a non-cited violation of

10 CFR Part 50, Appendix B, Criterion

III, "Design Control," because NextEra did not verify the design basis for the PCCW had been translated into

specifications and procedures. Specifically, NextEra incorrectly determined that leakage

past isolation valves separating the safety and non-safety portions of the system was

acceptable contrary to the system design which required the "B" PCCW system to be leak tight because a safety related refill capability was not available.

Description: The team reviewed several

CR that described leakage past two 20" butterfly valves in the

PCCW system (CC-V-447 and 448). The team found that these

valves were credited as the isolation between the safety related and the non-safety

related portions of the PCCW system. The team determined that during the April 2011 and September 2012 refueling outages NextEra leak tested the isolation valves using approved work order instructions and adjusted the valves, as required, below the

leakage limits identified in the instructions. The team noted that in April 2011 the V447

leakage was 2.5 gpm and V448 leakage was 4.5 gpm. Corrective action was taken on

V448 to reduce leakage to 0.0 gpm and V447 was not adjusted. The team noted that in September 2012 the V447 leakage was 4.0 gpm and V448 leakage was 0.0 gpm - corrective actions were taken to reduce V447 leakage to zero.

The team reviewed the licensing basis of the system to determine if leakage past these valves was acceptable. The team reviewed

NRC [[]]

NUREG 0800, Standard Review Plan

Section 9.2.2, and found it stated, "cooling water systems that are closed loop systems are reviewed to ensure that the surge tanks have sufficient capacity to accommodate

expected leakage from the system for 7 days or that a seismic source of makeup can be made available within a time frame consistent with the surge tank capacity." The team

then reviewed the

NRC Safety Evaluation Report (
SER ) for Seabrook Station. The
SER stated two

PCCW trains were equipped with a surge tank to provide makeup capability for the system and safety related makeup sources for the trains were not required because the trains were described in the licensee's submittal to be leak tight.

To address the differences between the current testing limits and the original design and

licensing basis, NextEra provided the team with several engineering evaluations that

were used as the basis to develop the acceptable system leak rates listed in the work order. The team reviewed engineering evaluation RES-93-500 which determined a total leakage of 2.5 gpm per PCCW loop was acceptable. The analysis was based on the low

level alarm and time available (~ 4 hours4.62963e-5 days <br />0.00111 hours <br />6.613757e-6 weeks <br />1.522e-6 months <br />) for operators to provide alternate makeup to the respective

PCCW loop. The team noted that the evaluation stated, "the capability to connect to the makeup sources and deliver makeup to the

PCCW head tank should be

developed." The team then reviewed NextEra's response to NRC Information Notice

98-25, "Loss of Inventory from Safety-Related Closed-Loop Cooling Water Systems."

The team found the evaluation stated UFSAR change 99-043 credited the installed cross

connection from

SW to the fire protection (
FP ) booster pump to
PCCW as a seismic makeup source to the
PCCW surge tanks. The team also reviewed engineering evaluation EE-07-025 which credited the
SW to

FP booster pump as the seismic

makeup source for both PCCW trains and stated that, "this capability is considered to be

part of the current licensing and design basis for

PCCW. " Finally, the team reviewed a
2010 CR (

CR 573970) which evaluated and approved the limited use of a 10 gpm leakrate as acceptance criteria in the work order instructions used to leak-check the

V447 and V448 valves.

To verify the adequacy of the refill lineup credited in the evaluations, the team completed

an alignment walkdown with the abnormal operating procedure used to refill the PCCW system with a NextEra equipment operator. The team determined the required procedure steps could be accomplished within 30 minutes, however, the team found that

the

FP booster pump's only seismically qualified water supply was from the "A"

SW

header, and the lineup was dependent on the availability of the "A" train vital bus.

Therefore, the team concluded that the lineup could not be credited to refill the "B"

PCCW header. The team also reviewed other refill lineups described in the abnormal operating procedure and determined - although there were a variety of sources that could be used to supply makeup water to

PCCW "B" header - none of the lineups were

seismically qualified and could not be used as a credited refill source to meet the design

requirements for the "B" PCCW train. The team further determined that none of the

engineering evaluations had evaluated the acceptability of "B" train leakage without a qualified refill source. Based on this and the allowed leakage limits for the "B" train isolation valves, the team determined, during certain design basis events with an

assumed single failure on the "A" train, a loss of the PCCW system could occur. Finally, the team concluded that the leakage identified in 2011 and 2012 could have resulted in

the loss of all PCCW within approximately 2 hours2.314815e-5 days <br />5.555556e-4 hours <br />3.306878e-6 weeks <br />7.61e-7 months <br /> of the design basis event.

Following identification, NextEra entered the issue into their corrective action program and evaluated the operability of the PCCW system. Based on the as-left condition of the

"B" train isolation valves in September 2012 of 0.0 gpm leakage, NextEra determined

that there was reasonable assurance of operability on the "B" train of PCCW. The team

reviewed the operability evaluation and determined that it was reasonable.

Analysis: The team identified that NextEra did not adequately translate the PCCW design basis into specifications, drawings, procedures, and instructions. Specifically, NextEra modified the isolation valve leakage limits but did not ensure that adequate

abnormal operating procedures existed to maintain the B train PCCW inventory following

a seismic event. The team determined that this performance deficiency was reasonably within NextEra's ability to foresee and correct and should have been prevented. The team determined that the finding was more than minor because it was similar to example

3.k of

NRC [[]]

IMC 0612, Appendix E, "Examples of Minor Issues," in that design control measures for verifying the adequacy of design were not implemented. NextEra's change to the isolation valve leakage acceptance limits resulted in a condition where

there was now a reasonable doubt on the operability of the PCCW system. Specifically,

the allowed leakage invalidated NextEra's assumption that operators had sufficient time

to provide PCCW inventory make-up from a seismically qualified source following a

seismic event. Additionally, the finding was associated with the Protection Against

External Factors (seismic event) attribute of the Mitigating Systems Cornerstone and affected the cornerstone objective of ensuring the reliability of systems that respond to

initiating events to prevent undesirable consequences (i.e., core damage).

The team evaluated the finding in accordance with

IMC 0609, Appendix A, "Significance Determination of Reactor Inspection Findings for At-Power Situations," and screened this external event issue under Mitigating Systems. In accordance with

IMC 0609, Exhibit 2.B, the finding involved the loss or degradation of equipment or function

specifically designed to mitigate a seismic initiating event (the PCCW isolation valves

were designed to mitigate a seismic-induced failure of non-safety related system piping) and triggered the use of Exhibit 4, "External Events Screening Questions." The "yes" response to question 1 of Exhibit 4 directed a DRE because if the valve isolation function

was assumed to be completely failed following a seismic event, it would degrade one or

more trains of a system that supports a risk significant system or function. A Region I

SRA completed a

DRE and determined that the finding was of very low safety

significance (Green). The

DRE estimated the increase in
CDF of 3.6E-7 with a dominant sequence of seismically induced loss of offsite power with a failure of the "A"
EDG coupled with a failure of the

SEPS diesel generator set.

The

DRE was completed using the Seabrook

SPAR model, SAPHIRE 8, and the

following major assumptions.

The condition existed for an exposure period of 365 days. The combined leakage through the "B" train

PCCW isolation valves was 4.0 gpm.
SEPS was available to supply the E5 vital bus (based on its seismic rigidity). No credit for operator recovery (providing makeup to the "B"
PCCW loop or aligning alternate cooling to the B charging pump). No credit for the non-seismic demineralized water system and normal
FP system. No credit for operator action to reduce the leakage out of the B
PCCW loop. Offsite power was not recoverable prior to the loss of

PCCW.

In accordance with IMC 0609, Appendix H, "Containment Integrity Significance

Determination Process," the finding was evaluated for risk associated with LERF. Based

on Table 5.1, the issue was determined not to increase the LERF risk since it was not

associated with inter-system loss-of-coolant accidents (LOCAs) or steam generator tube

ruptures.

The team determined that the finding had a cross-cutting aspect in the area of Human

Performance, Resources, because NextEra did not ensure that personnel, equipment,

procedures, and other resources were available and adequate to assure nuclear safety.

Specifically, those necessary for complete, accurate, and up-to-date design documentation, procedures, and work packages in that engineering evaluations and

maintenance procedures associated with PCCW isolation valves did not align with the

design and licensing basis requirements for a leak tight system. [IMC 0310 Aspect

H.2(c)

Enforcement

10 CFR Part 50, Appendix B, Criterion

III, "Design Control," requires, states, in part, that measures shall be established to assure that applicable regulatory

requirements and the design basis are correctly translated into specifications, drawings,

procedures, and instructions. Contrary to the above, since April 2011, NextEra's design

control measures did not adequately translate the

PCCW design basis into specifications, drawings, procedures, and instructions. Specifically, NextEra did not adequately evaluate the impact of isolation valve leakage on B train

PCCW inventory

during design basis events. Because this violation was of very low safety significance and has been entered into NextEra's corrective action program (CR 1865448), it is being

treated as a

NCV consistent with Section 2.3.2a of the

NRC Enforcement Policy.

(NCV 05000443/2013008-04, Primary Component Cooling Water System

Unavailable Following a Seismic Event)

.2.2.2 NRC Information Notice 2012-11: Age-Related Capacitor Degradation

a. Inspection Scope

The team inspected the review performed by the licensee on

NRC [[]]

IN 2012-11,

"Age-Related Capacitor Degradation." The IN described failure of safety related

equipment due to the failure of capacitors that had be installed for longer that the

manufactures qualified life. The team reviewed the licensee evaluation (AR 01792133) in order to evaluate the NextEra's response to the operating experience. The team found that NextEra concluded that age-related capacitor failures are addressed in the

Seabrook systems

PM strategy. The team reviewed the

PM strategy to ensure NExtEra was replacing the power supplies on an adequate PM frequency, was inspecting for

visible degradation, and trending to determine if ripple is increasing.

b. Findings

No findings were identified.

.2.2.3 NRC Information Notice 2009-03: Solid State Protection System Card Failure Results in Spurious Safety Injection Actuation and Reactor Trip

a. Inspection Scope

NRC Information Notice 2009-03 informed lic

ensees about recent operating experience regarding an SSPS failure that resulted in a spurious safety injection (Sl) actuation which could not be reset with the normal control room override switches. The team reviewed NextEra's evaluation and follow-up actions for the described failure modes and effects.

Specifically, the team evaluated NextEra's ability to reset a spurious Sl signal if the control room switches were ineffective, and the established

PM program to manage the life-cycle of

SSPS electronic cards.

b. Findinqs

No findings were identified.

.2.2.4 NRC Information Notice 2010-27: Ventilation System Preventive Maintenance and

Design Issues

a. Inspection Scope

The team reviewed Seabrook's evaluation of IN 2010-27, "Ventilation System Preventive Maintenance and Design Issues" and the associated corrective action report

(CR 1607275) in order to evaluate NextEra's response to the operating experience. The

NRC issued the

IN to alert licensees of recently identified ventilation system preventive maintenance and design issues. The team reviewed NextEra's evaluation the potential impact of the identified issues to determine if the issues in the IN were directly applicable

to Seabrook. The team reviewed Seabrook's preventive maintenance program to

ensure concerns associated with the station's prior

PM optimization initiative had been addressed. The team selected a sample of

PM activities associated with several

ventilation system components to evaluate whether the existing PM program was being adequately implemented. Finally, the team interviewed responsible engineers and walked down specific ventilation system components and controls to assess the

installation configuration, material condition, and potential vulnerability to hazards.

b. Findings

No findings were identified.

4.

OTHER [[]]

ACTIVITIES

4OA2 Identification and Resolution of Problems (IP 71152)

a. Inspection Scope

The team reviewed a sample of problems that NextEra identified and entered into their

corrective action program. The team reviewed these issues to evaluate whether NextEra had an appropriate threshold for identifying issues and to evaluate the effectiveness of corrective actions. In addition, corrective action documents written on

issues identified during the inspection were reviewed to evaluate adequate problem

identification and incorporation of the problem into the corrective action program. The

corrective action documents that were sampled and reviewed by the team are listed in

the attachment.

b. Findings

No findings were identified.

4OA6 Meetings, including Exit

On April 26, 2013, the team presented the inspection results to Mr. Kevin Walsh, Site Vice President, and other members of the NextEra staff. The team verified that none of the information in this report is proprietary.

Attachment: Supplemental Information

Attachment

ATTACHMENT

SUPPLE MENTAL INFORMATION
KEY [[]]
POINTS [[]]
OF [[]]

CONTACT

Licensee Personnel

K. Walsh Site Vice President J. Connolly Engineering Director

K. Douglas Maintenance Director

M. Collins Design Engineering Manager

M. Ossing Engineering Programs Manager M. O'Keefe Licensing Manager V. Brown Senior Nuclear Analyst

C. Thomas Mechanical Design Engineer

M. Woods Fire Protection Engineer

M. Lee Mechanical Design Engineer E. Mathews System Engineer R. Parry Engineering Supervisor

D. Yates Senior Engineer

J. Mizzau Electrical Design Engineering

V. Patel Electrical Design Engineer

P. Brangiel System Engineer K. Shea System Engineer B. Woodland Electrical Design Engineer

G. Sessler System Engineer

L. Hansen System Engineer
R. Jamison Electrical Design Engineer W. McCallister Electrical Design Engineer K. Letourneau Electrical Design Engineer
LIST [[]]
OF [[]]
ITEMS OPENED,
CLOSED [[]]

AND DISCUSSED

Opened and Closed

05000443/2013008-01 NCV Failure to Verify Adequate Fault Protection for Safety Related Equipment from Non-Safety Related

Load Fault (1R21.2.1.3)05000443/2013008-02 NCV Condensate Storage Tank Water Level above Limits of Seismic Qualification (1R21.2.1.12)05000443/2013008-03 FIN Failure to Perform Preventative Maintenance on the

Supplemental Emergency Power System

(1R21.2.1.17)05000443/2013008-04 NCV Primary Component Cooling Water System Unavailable Following a Seismic Event

(1R21.2.2.1)

Attachment

LIST [[]]

OF DOCUMENTS REVIEWED

Calculations

07-014, Seabrook Nuclear Power Plant Tank Vortexing Analysis, Revision B

4.3.07.27F, PCCW Instrument Setpoints, Revision 7

4.3.07.50F, PCCW System Hydraulic Transient Loads, Revision 0

4.3.07.52F,

PCCW System Fluid Transient Forces, Revision 0 4.3.07.59F,
PCCW System Maximum/Minimum Component Cooling Water Temperature, Revision 0 4.3.07-12F,
PCCW Head Tank Overflow Vent and Pump Suction Line Sizes and Pump
NPSH Analysis, Revision 4 4.3.07-21F,
PCCW Volume and Head Tank, Revision 4 4.3.08.72F,

SW System Steady State Analysis, Revision 10 4.3.7-1F, Primary Component Cooling Water (PCCW) Heat Loads and Flow Rates for Various

Plant Operating Modes, Revision 6

4.3.8.11F, Service Water and Cooling Tower Pumps - NPSH Available, Revision 2

4.3.8.40F, Service Water System Pressure Transient Evaluation, dated 1/9/86 6.01.61.03,

EFW Pumphouse
HVAC , Revision 4 737-15,
EFW Pump

NPSH Available, Revision 2

737-37, Condensate System Control Setpoints, Revision 6

737-50, EFW Pump Startup, Revision 0

737-51, Inventory in CST, Revision 2

737-60,

EFW Pump Recirculation Pressure Drop, Revision 0 760-11, Fuel Oil Storage System Capacity, Revision 0 760-13,

EDG Fuel Oil Transfer Pump NPSH, Revision 0

9763-5-SP-00-4-F, PCCW Backup Air Supply, Revision 0

9763-3-ED-00-01-F, Calculation of Short Circuit Currents, Revision 8

9763-3-ED-00-02-F, Voltage Regulation, Revision 13

9763-3-ED-00-14-F, Batteries, Chargers, and Motor Feeders, Revision 15 9763-3-ED-00-23-F, Medium Voltage Protective Relay Coordination and Miscellaneous Relay Settings, Revision 59763-3-ED-00-27-F, Unit Substation Load Study, Revision 10 9763-3-ED-00-28-F, Motor Control Circuit Protection, Revision 7

9763-3-ED-00-31-F, 480V Coordination, Revision 3

9763-3-ED-00-34-F, Uninterruptible Power Supplies Load, Class 1E, Revision 8 9763-3-ED-00-43-F,

DC Short Circuit Calculation, Revision 3 9763-3-

ED-00-44-F, 125 VDC Breaker Coordination, Revision 2

9763-3-ED-00-46-F, Failure of Non-Class 1E Loads on Class 1E Buses, Revision 3

9763-3-ED-00-66-F, Control Circuit Voltage Drop, Revision 4

9763-3-ED-00-68-F, 120 VAC Breaker Coordination, Revision 2

9763-3-ED-00-83, Diesel Generator Loading, Revision

9 CN -TA-03-188,
ATWS Evaluation for Seabrook 7.4% Uprate, Revision 3

CN-TA-03-189, LONF/LOAC Analysis for Seabrook 7.4% Uprate, Revision 0

C-S-1-20801, EFW System Flow Study, Revision 1

C-S-1-20818,

CST Level to Initiate Close Monitoring of

EFW Pump Operation, Revision 0

C-S-1-20819, CST Required Volume for Hot Standby and Plant Cooldown at Uprate Power Level, Revision 0 C-S-1-23704, Allowable Leakage from Safety Related Air Supplies, Revision 3

C-S-1-25107, DG Control Air Usage / Air Compressor Capacity, Revision 3

Attachment

C-S-1-28009, Primary Component Cooling Water System Heat Loads and Flow Rates for Various Plant Operating Modes after SPU, Revision 0 C-S-1-28058, RHR Cooldown Cases, Revision 0

C-S-1-28092, CST Volume Calculation, Revision 0

C-S-1-57017,

PCCW [[]]

HX Outlet Temperature Uncertainties, Revision 3

C-S-1-80903, FW-V-156 and FW-V-163 Differential Pressure Analysis, Revision 3

C-S-1-80903, Motor-Operated Valve Differential Pressure Calculations, Revision 1 C-S-1-80904,

MOV Calculation Results, Revision 3 C-S-1-83618, Ocean and Cooling Tower Service Water Pump

IST Acceptance Criteria, Revision 9 C-S-1-83704, Hydraulic Modeling of PCCW Flow Distribution, Revision 3

C-S-1-84213, Appendix R Timing Calculations for Reactor Coolant Inventory Control, Revision 1 C-S-1-86901, Containment Pressure Following a

LOCA with Reduced Flow in

PCCW Heat

Exchanger, Revision 2 C-S-1-E-0161,

DG Maximum Allowable Fuel Oil Consumption Rate, Revision 18

CW60, Design of Supports for Sluice-Gate Guide-Rail & Estimate of Materials, Revision 2

C-X-1-27801,

SEPS Diesel Generators Minimum Fuel Requirements, Revision 0 C-X-1-50004, Air Accumulators Sizing (1-
DG -MM-202A, B), Revision
1 DC 060,
MOV Required Thrust/Weak Link Calculation, Revision C
FP 52810,
CST Seismic Report, Revision T
FP 57340,

PDM Design Calculation-Floating Cover, Revision 0

MSVCS -FAG-11, Containment Enclosure Ventilation Area Post-LOCA Temperature Transient, Revision 0 MT-21, Missile Evaluation for CST, Revision 0 SBC-227,
DC System Evaluation for Station Blackout, Revision 3

SBC-565, Diesel Generator Fuel Oil Tank Vortexing Evaluation, Revision 0

Completed Surveillance and Modification Acceptance Testing

1-CBA-DP-133-M32-000, Train 'A' Switchgear
SA Fire Damper, performed 8/3/05 1-

CC-P-2295-CAL-1, 1-CC-TV-2271-2 Air Accumulator Pressure Calibration, performed 6/4/12

1-SWA-DP-192-M32-000, Train 'B' Control Room SA Fire Damper Inspection, performed 4/6/09

1-SWA-DP-L1-000, Train 'B'

SW Switchgear Room Supply Damper Lubrication, performed9/3/08 1-

SWA-FN-40-A-E360-0722-000, Train 'A' Switchgear Supply Fan 1E Breaker Current Injection Testing, performed 6/13/05 1-SWA-FN-40-B-E360-0722-000, Train 'B' Switchgear Supply Fan 1E Breaker Current Injection Testing, performed 12/18/03 40158940-01, CC Train B Temperature Control Valve Inspection, performed 12/6/12

93EDSI000108 WO 93W001418, Westinghouse Inverter Special Test, performed 5/13/93

0333446,

MOV Diagnostic Testing Summary Report, Valve 1-
FW [[-V-163, dated 3/22/04 EX1808.013, Control Room Emergency Makeup Air and Filtration Subsystem 18-Month Surveillance, performed 7/28/11 and 8/16/11 EX1808.014, Containment Enclosure Emergency Exhaust Filter System 18-Month Surveillance, performed 9/17/12 IS1616.411, CC-T-2271]]
PCCW [[]]
LP -B Supply Header Temperature Control Calibration, performed 4/10/11 IS1616.415, CC-T-2271
PCCW [[]]

LP-B Supply Header Temperature Indication and Alarm Calibration, performed 3/5/12

Attachment

IS 1616.421, CC-T-2271A
PCCW [[]]
LP -B Supply Header Temperature Control Calibration, performed 12/6/10 IS1616.431, CC-T-2297A
PCCW [[]]
LP -B Supply Header Temperature Control Calibration, performed 9/7/10 IS1616.490,
PCCW Temperature Valve Actuator Repair, performed 10/3/12
IX 1605.012,
SSPS Train B

PCP-UV/UF Input Relay Time Response Test, performed 10/13/12

IX 1680.922,
SSPS Train B Actuation Logic Test, performed 10/19/12
LS 0556.01,
125 VDC Switchgear Inspection, Testing, and

PM, performed 4/11/08 LS0556.08, 7.5KVA Westinghouse Inverter Routine PM, performed 4/25/11

LS0563.154, 1-CC-P-11-D Trip Checks, performed 9/10/10

LS 0563.22, Testing of Agastat
120 VAC (7000 Series)

TDPU Timing Relay (1-CC-P-11B), performed 4/24/11

LS0564.33, 480 Volt Static Motor Testing and Dynamic Motor Monitoring, performed 8/26/11 LX0556.04, "B" Battery Service Test, performed 5/08/10

LX 0556.05, "B" Battery Performance Discharge Test, performed 3/09/12
MA 9.2B, 1-
SW -V-5
PM Technical Basis Template, dated 8/1/11
MX 0516.05, 1-EAH-DP-953 Fire Damper Inspection, performed 4/12/11 OS05-01-02,
SEPS Demonstration Test on Bus E6, performed 4/26/05
OS 1412.09,
PCCW Monthly Flow Check (Train B), performed 3/3/13
OS 1412.09,
PCCW Monthly Flow Check, performed 3/3/13
OX 1436.03, Electric Driven
EFW Pump Operability Test, performed 5/1/11, 08/21/12, 10/21/12, and 11/20/12
OX 1412.02,
PCCW Train B Quarterly Operability, 18 Month Position Indication, and Comprehensive Pump Testing, performed 12/5/12 and 3/5/13
OX 1412.11,
PCCW System Valve Test (Train B), performed 10/14/12

OX1416.01, Monthly Service Water Valve Verification, performed 2/11/13

OX1416.04, Service Water Quarterly Pump and Discharge Valve Test and Comprehensive Pump Test, performed 3/28/12 and 12/28/12 OX1426.01, Diesel Generator 1A Monthly Operability Surveillance, performed 2/11/13 OX1426.22, Emergency Diesel Generator 1A 24 Hour Load Test and Hot Restart Surveillance, performed 11/14/11 OX1426.26, Diesel Generator 1A Semiannual Fast Start Operability, performed 10/13/12

OX 1456.81, Operability Testing of
IST Valves, performed 4/24/11
OX 1461.01,
SEPS Full Load Test, performed 8/25/11
OX 1461.04,
SEPS Monthly Availability Surveillance, performed 1/23/13
OX 1461.05,
SEPS Annual Availability Surveillance, performed 8/22/12

PR 13-135, E-42A EDG - Jacket Water Preliminary Report, dated 10/2/12

Seabrook Station U1

SW Forebay As-Found Inspection Video, dated 9/29/12

UCC Project No. 01-05290.20, Inspections and Cleaning Performed on Service Water Intake Structure, Circulating Water Intake Structure, Offshore Intakes and Discharge Structures Inspection Report, dated 10/10/12 V1195754, 1-CC-P-11D Pump Outboard Bearing Oil Analysis Report, dated 12/12/12

V1195755, 1-CC-P-11D Pump Inboard Bearing Oil Analysis Report, dated 12/12/12

V1195756, 1-CC-P-11D Motor Outboard Bearing Oil Analysis Report, dated 12/13/12

V1195761, 1-CC-P-11D Motor Inboard Bearing Oil Analysis Report, dated 12/12/12 V1200654, 1-SW-P-41DL Motor Lower Bearing Oil Analysis Report, dated 1/16/13 V1200655, 1-SW-P-41DU Motor Upper Bearing Oil Analysis Report, dated 1/16/13

V1202722, DG-1A TK-102A Rocker Arm Drain Tank Oil Analysis Report, dated 2/1/13

Attachment

V1202723,

DG -V264A Main Bearings,
LO Supply Header Oil Analysis Report, dated 1/31/13 V1202724,
DG -V354A
LO Pump Discharge Header Oil Analysis Report, dated 1/31/13 V1210135,

DG-V354A LO Pump Discharge Header Oil Analysis Report, dated 3/16/13

V1210139, DG-V264A Main Bearings, LO Supply Header Oil Analysis Report, dated 3/16/13

V5008965, Diesel Fuel Oil Shipment Certificate of Analysis Report, dated 11/2/12

V5010138, Diesel Fuel Oil Shipment Certificate of Analysis Report, dated 2/15/13

Corrective Action Program Conditon Reports

0011036

0036556

0038184

0097802 0192624 0196869

0197779

200520

201099 0202081 0207103

207350

208861

210324

212979 0214109 0214560

214845

215124

219030 0219231 0220114

21390

0391457

04-00538

044937 05-00299 0567148

0570384

0573970

0574260 0578644 0587067

06-06070

07-01183

07-04812 07-15715 1607275

1609878

21344 1623270 1623371

24211

1644079

1644866 1667470 1671623

1684800

1693821

1694951

1719149 1741534 1749483

1755119

1769909

1792133 1797453 1804421

1808124

1808127

1808696

1813412 1813674 1819834

20627

1836696

1846854 1858210 1858321

1858566*

1858909

1859248 1859370 1859681

1859956

1859964* 1860344* 1860439*

1860505*

1860547*

1860549* 1860767* 1860925*

1860926*

1861161*

1861169*

1861712* 1861817* 1861821*

1861832*

1861866*

1861868* 1861902* 1862223*

1862680

1862733*

1862758*

1862895* 1862969 1863099

1863107*

1863477*

1863954 1864067* 1864162*

1864175*

1864211

1864431* 1864567 1864889*

1865060*

1865114* 1865153* 1865285

1865338*

1865448*

1865454* 1865455* 1865459*

1865462*

1865478*

1865485*

1865493* 1865495* 1865499*

1865544*

1865637

1865647 1866080 1866097

1866276

1866283

1866633*

1866676 1866810* 1866929

1867070*

1867518

1867521 1867947 *

1867956*

1867996*

1868055*

1868137* 1868156* 1868175*

1868196*

1868199* 1868355* 1868359*

1868402*

1868416*

1868447* 1868458* 1868510*

1868583*

1868587*

1868818*

1868959* 1869111* 1869150*

1869296*

1869364*

1869375* 1869376* 1869380*

1869381*

1870937*

1875462*

1877891* 40108199 40163481

96-1442

AR 002189
AR [[]]
196156 PCR 1632635
PCR 1868689*
PCR 1869403*

PMCR 66367

  • NRC identified during this inspection.

Attachment

Drawings and Wiring Diagrams

310042 Sht. 1,
125 VDC 1-Line Diagram, Revision 16 310042 Sht. 2, 125

VDC 1-Line Diagram, Revision 3

310102 Sht. A7Aa, SEPS 4kV Incoming Feeder Diagram, Revision 2

310102 Sht. A7Ab, SEPS 4kV Close Circuit Schematic, Revision 1

310102 Sht. A7Ac, SEPS 4kV Trip Circuit Schematic, Revision 0

310102 Sht. A7Ad,

SEPS 4kv Protection Circuit Schematic, Revision 0 310102 Sht. A7Ae,

SEPS 4kv Auxiliary Contacts, Revision 0 310105 Sht. D26a/b, UPS I-1B 3-Line Diagram, Revision 6

310105 Sht. E02/10a, UPS I-1B Ground Detection Circuit, Revision 8

310105 Sht. E02a,

UPS I-1B Distribution Panel

PP-1B Schedule, Revision 12

310231 Sht. 45a, Motor Load List

125VDC Switchgear
EDE -SWG-11B, Revision 8 310970 Sht. 1,
SEPS 4.16kV Distribution Schematic, Revision 11 310970 Sht. G6Ca,

SEPS Cable Schematic, Revision 0

310970 Sht.

SPP 3a,
SEPS Power Panel
PP -3 Schedule, Revision 3
FP 35470,

SEPS Control and Switchgear Schematics, Revision 7

SEPS -SK-BAT-1,
SEPS Starter & Pre-Lube Pump Battery Wiring, Revision 0 1-

CBA-B20302, Control Building Air Handling Emergency Switchgear Area, Revision 4 1-CC-B20204, Primary Component Cooling Loop 'A' Detail, Revision 4

1-CC-B20205, Primary Component Cooling Loop 'A' Detail, Revision 25

1-NHY-310844, Sht. C2Ra, Electrical Schematic, FW-V-163, Revision 10

1-NHY-504162, Logic Diagram, FW-V-163, Revision 12

1-NHY-506235,

CST Level Control Loop, Revision 19 1-

NHY-507044, EFW Pump P-37B Control Loop Diagram, Revision 14 9763-F-101327, Condensate Storage Tank Concrete Plan, Revision 9

Foreign Print number 52320, CST Bottom and Anchor Bolt Layout, Revision J

Foreign Print number 52320, PDM Tank Delta Seal, Revision 2

1-CO-B20426, Condensate System PID, Revision 30

1-FW-B20688,

EFW System

PID, Revision 20 1-CC-B20206, Primary Component Cooling Loop 'A' Detail, Revision 16

1-CC-B20207, Primary Component Cooling Loop 'A' Detail, Revision 12

1-CC-B20211, Primary Component Cooling Loop 'B' Detail, Revision 21

1-DAH-B20624, Diesel Generator Building Air Handling, Revision 7

1-MAH-B20495, Miscellaneous Air Handling

PAB and Containment Enclosure Ventilation Area Detail, Revision 18 1-
MAH -B20496, Miscellaneous Air Handling
PAB and

RHR Vaults Detail, Revision 12

1-NHY-503511, EAH - Containment Enclosure Cooler Fan Logic Diagram, Revision 7

1-NHY-503514, EAH - Containment Enclosure Return Air Dampers Logic Diagram, Revision 5

1-NHY-503515,

EAH - Containment Enclosure Emergency Exhaust Filter Fan Logic Diagram, Revision 5 1-

RH-B20662, Residual Heat Removal System, Train 'A' Detail, Revision 17

1-RH-B20663, Residual Heat Removal System, Train 'B' Cross Tie Detail, Revision 21

1-SW-B20795, Service Water System Nuclear Detail, Revision 40

1-SWA-B20372, Air Handling System for SW Pumphouse Cooling Tower, Revision 7

5618, Outline Drawing Vertical Residual Heat Exchanger, Revision 2 5620, Vertical Residual Heat Exchanger Assembly and Details, Revision 3 CBV-W5-10-0003, 1" Screwed End Check Valve, ANSI Class 150, Al-Bronze Construction, Revision B

Attachment

1-NHY-310103, Sht. 5N, 480V Unit Substation Bus 1-E52 125V

DC & 120/240 V

AC Aux Buses, Revision 6 1-NHY-310103, Sht. AC2, 480V Bus 1-E52 Incoming Line Three Line Diagram, Revision 4

1-NHY-310102, Sht. A63a, 4160V Feed to 480V Xfmr 1-EDE-X-5B Three Line Diagram, Revision 6 1-NHY-310013, 480V Unit Substation Buses E-51 & E-52 One Line Diagram, Revision 22

1-NHY-310008, 4160V Switchgear Bus 1-E6 One Line Diagram, Revision 18 1-NHY-310952, Sht. AF5a, Containment Encl Cooler Fan 1-FN-5A Three Line Diagram, Revision 4 1-NHY-310952, Sht. AF5b, Containment Encl Cooler Close Circuit Fan 1-FN-5A Schematic

Diagram, Revision 10 1-NHY-310952, Sht.

AF 5d, Containment Encl Cooler Fan 1-FN-5A Legend &
SW Development, Revision 7 1-

NHY-301107, Shts. AR4a, AR4b, AR4f, and AR4g, Service Water Pump 1-P-41D Three Line Diagram, Revisions 4, 12, 11 and 9 1-NHY-310844, Shts. C3Ta and C3c, Emerg Feedwater Recirc Valve V-347, Revisions 6 and 7

1-CC-B20211, Primary Component Cooling Loop "B" Detail P&ID, Revision 21 1-DG-B20459, Diesel Generator Fuel Oil System Train "A" Detail, Revision 16 1-DG-B20460, Diesel Generator Starting Air System Train "A" Detail, Revision 25

1-DG-B20461, Diesel Generator Cooling Water System Train "A" Detail, Revision 22

1-NHY-310895 Sht. A79b, PCCW Loop B Pump 1-P-11D Close Schematic, Revision 11

1-NHY-BD-2033, Main Steam Feedwater Pipe Enclosure - East, Revision 5

1-SW-B20794, Service Water System Nuclear Detail, Revision 35 1-SW-B20795, Service Water System Nuclear Detail, Revision 40 1-SW-B20796, Service Water System Nuclear Detail, Revision 5

9763-F-202382, Emergency Feed Pump Building Sleeves Piping, Revision 14

2332, EF-26-EFSTI-1005 Penetration Seal Design, Revision 0

Engineering Evaluations

219030-04,
DGA Tripped on High Lube Oil Temperature during Monthly Surveillance Apparent Cause Evaluation, dated 5/6/10
ACR 98-0313, Adverse Condition Recommended Corrective Action Closure, dated 2/2/98
ACR 99-0550, Adverse Condition Recommended Corrective Action Closure, dated 7/9/99
AR 208861, B
PCCW Head Tank Level Transients Apparent Cause Evaluation, Revision 0
CEM 94-068, Modifications to Reduce Core Damage Frequency, dated 3/31/94
CR 01813412/01813413, B
SW [[]]
DG Supply/Return Line Inspections Prompt Operability Determination, dated 10/19/12 C-S-1-38016, Supplemental Emergency Power System Voltage Regulation, Revision 0
EC -145220, Service Water Pump Key Material Substitution, Revision 1 EC-145282, Reconciliation of the Impacts of
DG [[]]
FO Storage Tank Vortexing and Actual
DG [[]]
FO Transfer Pump Flow Capacity on
DG System Design Documentation, Revision 1

EC-145296, Service Water Pump Shaft Material Substitution, Revision 1

EC-145348, Alternate Termination Method for SW-P-41 Motors, Revision 0

EC -271029,
PCCW Temperature Control Valve Tubing Upgrades, Revision 0
EC -271267, Component Cooling Temperature Control Valve
ASCO [[]]

SOV Part Substitution, Revision 0 EC-272116, Review of Air Relay and Signal Diaphragm Elastomers Used in PCCW Temperature Control Valve Positioners, Revision 1

Attachment

EC -274150,
DG Cooling Water Header O-Ring Material Substitution, Revision 0
ECA 05805106, 30 Second Time Delay in Logic for Auto Start of
PCCW Pumps, Revision F
ECA -98/118030,
PCCW [[]]

TCV's Rendered Inoperable Due to Inadequate Capacity of High Pressure Backup Gas Supply, Revision C ECA-98/806118, Will Equipment Damage Result from the Slamming Shut of PCCW Pump

Discharge Check Valve, Revision A

ECA -99/117767, Stroke Times for
PCCW Temperature Control Valves Deviate from
TP -14, Revision A
EE 90-33, Diesel Generator Fuel Oil Storage Tank Particulate Sampling, dated 7/17/90

EE 90-50, Internal Flooding Potential through Plant Drain and Sump Systems, dated 11/30/90

EE -03-05,
AOV System Level Design Basis Review, Revision 0

EE-04-024, Operator Action Response Times Assumed in the UFSAR, Revision 4

EE -06-038, Eval of 1-CC-E-17-A Train A
PCCW Heat Exchanger Fouling Event, Revision 0
EE -07-025, Emergency Makeup to the
PCCW System from the Fire Protection System, Revision 0
EE -10-010, Maintenance Rule
PRA Basis, Revision 1

EE-93-22, Diesel Generator Starting Air System Operability Requirements, Revision 1 EC-145290, - Reconciliation of Vortex Issue for the CST, Revision 0 EE-SS-EV-98006, Attachment 1, CC-P-11B/D Minimum Performance, Revision 9

File No. 173-5-1M, Masoneilan Butterfly Valve Mechanical Equipment Qualification, Revision 2

FP 59556,
PCCW Temperature Reduction Evaluation Summary, Revision 0
MMOD 93-0534, Safety Related
UPS & Static Transfer Switch Setpoints, Revision 3
MMOD 94-0525,
EFW Pump Rotor Replacement, Revision 0
MMOD 96-663, Evaluation of Activation Energies Used in
MEQ File 173-05-01M, Revision 0
RES -93-500,
PCCW Affect of a Seismic Event on

PCCW Heat Removal Capacity, Revision 0

SBC-128, Technical Specifications - Setpoints and Allowable Values, Revision 15

SEA-11-0051, PCCW Venting Capability Enhancement, dated 5/10/10

Licensing and Design Basis Documentation

03DCR 012, Seabrook Unit 1 Stage 1 Power Up-rate Implementation,
DCN 0, dated 6/18/04

DBD-CC-01, Primary Component Cooling Water System Design Basis Document, Revision 4

DBD-DG-01, Emergency Diesel Generator - Mechanical Design Basis Document, Revision 4 DBD-EAH-01, Containment Enclosure Cooling and Exhaust Filter Systems Design Basis

Document, Revision

5 DBD -ED-04,
120 VAC Power Systems Design Basis Document, Revision 2
DBD Emergency Feedwater System Design Basis Document, Revision 6 DBD-SW-01, Service Water System Design Basis Document, Revision 6]]
DCR 03-002, Supplemental Emergency Power System,

DCN # 21 and 23

SBN -1042,
PSNH Letter to
USNRC , Requests for Additional Information Related to Instrumentation and Control Design, dated 5/10/86 Technical Requirement Manual
TR 31-3.1,

SEPS, Revision 99

Technical Specifications 3/4.8.1 and Basis,

AC Sources, Amendment 114

UFSAR Change Request 05-015, 03DCR012 DCN 05 (Power Up-rate), Revision 0

Updated Final Safety Analysis Report, Revision 14

Miscellaneous Documents

02259913, Diesel Fuel Oil Shipment Certificate of Analysis, dated 11/2/12

40115435-02, SW-1811-02 VT-2 Visual Examination Report, performed 10/15/11

Attachment

9763-006-128-1, Specification Motor Data - Service Water Pumps, Revision 3

AR 000142513-01, Evaluation of
NRC Information Notice 2002-29, dated 6/4/08
AR 00023942-01, Evaluation of
NRC Information Notice 2007-27, dated 9/27/07
AR 00169250-01, Evaluation of
NRC Information Notice 2007-05, dated 3/16/07
ASTM D975, Standard Specification for Diesel Fuel Oils, Revision 12a
CC -P11D
IST Pump Data Log, dated 8/1/01 - 12/5/12
CC -TV2271-2
IST Power Operated Valve Data Log, dated 5/7/08 - 10/19/12
CEM 99-319,
ACR 99-0550 Adverse Condition Recommended Corrective Action Closure, dated 7/9/99 D

PCCW Bearing Temperature Trend Data, dated 2/3/13 to 3/7/13

DBD -EAH-01, Containment Enclosure Cooling and Exhaust System, Revision 5
DG A Checklist/ Log (24-Hour
DG Run), dated 11/15/11
DG Cooling Water Heat Exchanger E-42-A Fouling Factors, dated 10/24/96 to 11/13/12 Diesel Generator System Walkdown Report, completed 7/12/12 and 10/12/12

EDG Roving Logs, dated 3/9/13 to 3/12/13

Fiche 52790,

KVA Instrument Inverter Data Package, Revision 0
FSR -NAFS-12-11, Westinghouse
SSPS [[Maintenance Field Service Report, dated October 2012 Ingersoll-Dresser Certified Performance Pump Curve for Service Water Pump S/N 0300-004, dated 12/18/00 Ingersoll-Rand Characteristic Pump Curve for Component Cooling Water Pump No. 117528, dated 4/23/80 L0134J, Align Alternate (Firewater) Cooling to]]

CCP Lube Oil Cooler Job Performance Measure, Revision 3 L0135J, Align Alternate (Demin Water) Cooling to CCP Lube Oil Cooler Job Performance

Measure, Revision 3 L0138J,

PCCW Emergency Fill from Fire Protection System Job Performance Measure, Revision 2 Letter from
USNRC to New Hampshire Yankee, Response to
NRC Bulletin 88-04, dated 1/13/89 Letter Number
NYN -92024, From New Hampshire Yankee to USNRC,
MOV Grouping, Selection, and Exclusion Criteria for Differential Pressure Testing, dated 3/07/92 Letter

NYN-97058, Seabrook to NRC, Response to Generic Letter 96-01, dated 5/22/97

Maintenance Rule Basis Document, EDE-04, dated 3/28/13

Maintenance Rule Basis Document,

SEPS -01, dated 3/28/13
MSE 07-100, Maintenance Support Eval for Replacement of
CST Floating Cover, Revision 0 N0001Q Section 3.6, Operations
NSO Qualification Guide
OJT Routine, Non-Routine, and Critical Tasks, dated 4/8/13 N0002Q Section 3.1, Operations
NSO Qualification Guide Routine, Non-Routine, and Critical Tasks, dated 4/8/13
NRC Information Notice 2009-03, Solid State Protection System Card Failure Results in Spurious Safety Injection Actuation and Reactor Trip, dated 3/11/09
NRC NUREG/CR-6928, Industry-Average Performance for Components and Initiating Events at
U.S. Commercial Nuclear Power Plants, dated 2/07
NRC Safety Evaluation Report (SER), Amendment No. 97 to Seabrook Operating License Regarding Change to Emergency Power Systems (ML042240471), dated 9/21/04 Operator Aid #97-001,
PCCW Temperature Control Manual Operation, dated 10/11/12 Primary Component Cooling Water System Walkdown Report, dated 7/18/12 & 11/5/12 Primary Operator Rounds, dated 3/25/13 to 3/29/13

RPT# 09-022, Seabrook Nuclear Assurance Report, dated 5/11/09

Attachment

SBK [[]]
LOIT [[]]
TPD Attachment 14,

SRO Instant Candidate NSO Critical and Infrequent Task Guide, Revision 0 Seabrook Plant Trip Data: Loss of Feedwater Pump, dated 10/6/11

Service Water System Walkdown Report, dated 6/7/12 & 2/6/13

SOO 13-004, Standing Operating Order:

CST High Level Alarm Discrepancy, dated 4/15/13

Spec. Number 9763-006-246-6, Spec. for Safety Class 3 Field Fabricated Tanks, Revision 10

SW-P41D IST Pump Data Log, dated 6/21/06 to 12/28/12

Procedures

CX0901.22, Diesel Generator Fuel Oil Tank Surveillance, Revision 20
EE -10-010, Maintenance Rule (MR) -
PRA Basis Document

PRA Risk Ranking and Performance Criteria Based on SSPSS-2009, Revision 1

ER-AA-201-2001, System and Program Health Reporting, Revision 6 ES1804.055, Inservice Testing Pump and Valve Program, Revision 6

ES 1850.017,
SW Heat Exchanger Program, Revision 0
IS 1616.490,
PCCW Temperature Valve Actuator Repair, Revision 3
LS 0556.08, 7.5KVA Westinghouse Inverter Routine PM, Revision 7 LS0558.04, 4.16
KV Circuit Breaker Refurbishment, Revision 9
LS 0563.23, Type
IAC Overcurrent Relay Inspection and Testing, Revision 7
LS 0563.31,
UAT Synchronism Check Relay

PM, Revision 1

LX 0556.07, 60 Month
PM of 125

VDC K-Line Breakers, Revision 16

LX 0558.01, 4.16
KV Breaker Inspection, Testing and

PM, Revision 12

LX 0558.02, 4.16
KV Switchgear Inspection, Testing and
PM , Revision
4 MA 7.3, Testing and Inspection of 1E Protective Devices, Revision 12

MS0599.20, Fire Barrier Wrap Installation and Repair, Revision 2

NADC, Design Control Manual, Revision 59

OX1400.02, Remote Safe Shutdown System 18 Month Operability Check, Revision 9

OX 1456.86, Operability Testing of
IST Pumps, Revision 8

PEG-208, Service Water System Performance Monitoring, Revision 5 PEG-94, Service Water Inspection and Repair Trending Plant Engineering Guide, Revision 6

SITR, Inservice Test Reference, Revision 23

Procedures (Operating)

Alarm
ID [[]]
MM -UA-53 C-1,
CST Level Low, Revision 4 B5652, Alarm Response,

RHR Vault-2 Stairwell Temp Hi, Revision 2 B5811, Alarm Response, Elect Tunnel Walkway Temp Hi, Revision 1

B6893, Alarm Response, Containment Enclosure Emer Exh Flow Hi-Hi, Revision 2

B7627, Alarm Response, Containment EnclosureF-9 Inlet High, Revision 3

D4525, Alarm Response, Containment Enclosure Sup Fan 5A Disch Press Lo, Revision 3 D4532, Alarm Response, Containment Enclosure Sup Fan 5B Disch Press Lo, Revision 2 D5502,

SW [[]]
TRN B Strainer
DP [[]]

HI, Revision 7

D7416, Alarm Response, Containment Enclosure Cooler FN5A SS in Local, Revision 2

D7418, Alarm Response, Containment Enclosure Return FN31A SS in Local, Revision 1

D7783, Alarm Response, Containment Enclosure Emer Filter 9 Temp High, Revision 2

D7784, Alarm Response, Containment Encl Emer Filter 69 Temp High, Revision 2 D7785, Alarm Response, Containment Spray Pump A Room Temp High, Revision 2 D7786, Alarm Response, Safety Injection Pump A Room Temp High, Revision 2

D7789, Alarm Response, Centrifugal Charging Pump A Room Temp High, Revision 2

Attachment

D7794, Alarm Response, Containment Encl Return Fan Suction Pres Hi/Lo, Revision 1

DG-CP-75A UA-9558, Panel DG-CP-75 UA-9558 Local Alarm Response, Revision 54 E-0, Reactor Trip or Safety Injection, Revision 49

E-1, Loss of Reactor or Secondary Coolant, Revision 41

ECA -0.0, Loss of All
AC Power, Revision 42
ECA -0.1, Loss of All
AC Power Recovery without

SI Required, Revision 31

ES -1.2, Post
LOCA Cooldown and Depressurization, Revision 38 F4235, Alarm Response,
RHR [[]]
HX A
PCCW Flow Low, Revision 3 F4237, Alarm Response,
RHR [[]]

HX B PCCW Flow Low, Revision 3

F4430, Alarm Response, Charging Pump Area Exh Vent Flow Lo, Revision 2

F4517, Alarm Response, Charging Pump Area Exh Both Fans Running, Revision 2

F4535, Alarm Response, Containment Encl Supply Fans None Running, Revision 2 F6894, Alarm Response, Containment Encl Emer Exh Flow High, Revision 0 F7526, Alarm Response, Containment Encl Emer Exh Flow Low, Revision 1

F7765, Alarm Response, Containment Encl/Outside Atmosph D/P Low, Revision 3

F7768, Alarm Response, Containment Encl Cool FN5A Auto Start, Revision 3

F7769, Alarm Response, Containment Encl Cool FN5B Trip, Revision 3

F7770, Alarm Response, Containment Encl Cool FN5A Trip, Revision 3

F7799, Alarm Response, Containment Encl Sup Fans Both Running, Revision 3

F7915,

SW [[]]

PMP A Trip Alarm Response Procedure, Revision 5

F7956,

SW [[]]
TRN B
PMP [[]]
DISCH [[]]
PRESS Low Alarm Response Procedure, Revision 5

FR-C.1, Response to Inadequate Core Cooling, Revision 26

FR-I.2, Response to Low Pressurizer Level, Revision 21 MM-UA-54, E-3 480V Bus 51/52/53 Volts Lo, Revision 5 MM-UA-55, E-4 4160V Bus 6 Volts Lo, Revision 6

ON1029.01, Water Treatment System Operation, Revision 20

OS1002.02, Operation of Letdown, Charging and Seal Injection, Revision 37

OS1012.04, Primary Component Cooling Water Loop B Operation, Revision 22 OS1013.03, Residual Heat Removal Train 'A' Startup and Operation, Revision 26 OS1013.06, Residual Heat Removal Train 'B' Shutdown, Revision 11

OS1016.04, Service Water Train B Operation, Revision 16

OS1023.66, Containment Enclosure Ventilation System Operation, Revision 17

OS 1026.01, Operation of
DG 1A, Revision 20
OS 1026.02, Operating the
DG 1A Lube Oil System, Revision 14
OS 1026.03, Operating
DG 1A Jacket Cooling Water System, Revision 10
OS 1026.04, Operating
DG 1A Starting Air System, Revision 12
OS 1026.05, Operating the
DG 1A Fuel Oil System, Revision 14
OS 1026.06, Operating the
DG 1A Air Intake, Exhaust and Vacuum System, Revision 9

OS1036.04, Emergency Feed Water Pump B Operation, Revision 2

OS1046.07, Vital 480V Operation, Revision 18 OS1090.01, Manual Operation of Remote Operated Valves, Revision 14

OS 1212.01,
PCCW System Malfunction, Revision 13
OS 1213.01, Loss of
RHR during Shutdown Cooling, Revision 16

OS1216.01, Degraded Ultimate Heat Sink, Revision 22

OS1246.01, Loss of Offsite Power - Plant Shutdown, Revision 20

OS 1246.02, Degraded Vital
AC Power - Plant Operating, Revision 13

OS1412.09, PCCW Monthly Flow Check, Revision 8

Attachment

OX 1412.02,
PCCW Train B Quarterly Operability, 18 Month Position Indication, and Comprehensive Pump Testing, Revision 20
OX 1412.11,
PCCW System Valve Test, Revision 5

OX1413.06, RHR/RC Suction Valve 18 Month Interl

ock Verification Surveillance, Revision 2 OX1416.04, Service Water Quarterly Pump and Discharge Valve Test and Comprehensive

Pump Test, Revision

16 OX 1426.22, Emergency Diesel Generator 1A 24 Hour Load Test and Hot Restart Surveillance, Revision 14 OX1456.81, Operability Testing of
IST Valves, Revision 16
OX 1456.86, Operability Testing of
IST Pumps, Revision 8
OX 1461.01,
SEPS Full Load Test, Revision 3
OX 1461.03,
SEPS Operational Readiness Status Surveillance, Revision 1
OX 1461.04,
SEPS Monthly Availability Surveillance, Revision 8

OX1461.05, SEPS Annual Availability Surveillance, Revision 5 Tech Spec Logs, Mode 1, Revision 138

System Health Reports

System Health Report, Containment Air Handling, 1

st Quarter 2013 System Health Report, Control Building Air Handling, 1

st Quarter 2013 System Health Report, Diesel Generator Building Air Handling, 1

st Quarter 2013 System Health Report, Diesel Generator, 2

nd and 3 rd Quarter 2012 System Health Report, ED/EDE 4.16/13.8KV, 3

rd Quarter 2012 System Health Report, Emergency Feedwater System, 4

th Quarter 2012 System Health Report, Enclosure Air Handling, 1

st Quarter 2013 System Health Report, Primary Component Cooling Water, 3

rd and 4 th Quarter 2012 System Health Report, Residual Heat Removal System, 3

rd Quarter 2012 System Health Report, SEPS, 4

th Quarter 2012 System Health Report, Service

Water Air Handling System, 1

st Quarter 2013 System Health Report, Service Water, 3

rd Quarter 2012 System Health Report, SSPS, 3

rd Quarter 2012, 4

th Quarter 2012, and 1

st Quarter 2013 System Health Report, Switchyard, 3

rd Quarter 2012

Vendor Manuals

9763-006-173-5, Specification for Nuclear Control Valves, Revision 5 9763-248-64, Specification for Gates for Transition Structures, Revision
3 BNL Industries, Inc., In-Line Check Valve Operating and Maintenance Instructions, Revision 0
FP 30886-01,
5KV Switchgear 3000A Circuit Breaker Certification, Revision 0
FP 31444, 480V Unit Substation Instruction Manual, Revision 38
FP 31704, 480V
US Xfmr
WTI and Fans Conn Diagram, Revision 4
FP 35416, S627-5,
SEPS 4kV Switchgear Instruction Manual, Revision 2
FP 35421, S627-2,
SEPS 4kV Load Break Transfer Switch Manual, Revision 0
FP 36300, Motor Refurbishment Package for 1 SW-P-41, Revision 0
FP 36390,
EAH Fan Motor Rewind Package, Revision 0
FP 53960, W120-9, Instrument Bus Inverter Instruction Manual, Revision 2
FP 55381-007, Solid State Protection System Technical Manual, Revision 0 I075-17,
EFW Pumps Instruction Manual, Revision 0

IM-SNH-66, Instruction Manual for Cooling Units, Revision A

Joseph Oat Corp Heat Exchanger Data Sheet (RHR), Revision 3

Attachment

NPRDS No. C470-1, Emergency Diesel Generat

or System Operation & Maintenance Manual, Revision A

NPRDS No. I075-14, Primary Component Cooling Pump, Revision 2
NPRDS No. I075-33, Service Water Pumps Installation and Operation Manual, Revision D
NPRDS No. M120-8,

CC-TV-2171/2271-1&2 Butterfly Valve Instructions, Revision 1

S390-3, Installing, Operating and Maintenance Instructions for 42 Inch Service Water Supply

Sluice Gates, Revision 1

Work Orders

91W001967

00306530

00406376 00425458 00535979

00627029

00717526

00809308 00811594 01172379

01180029

01186574

01186576

01186682 01186892 01192254

01196392

01197141

200214 01202156 01202157

202159 01202856 01203957

203958

204036

204037 01204043 01204045

204793

204797

207831

208824 01382185 01382193

01384552

01384583

40036698 40036699 40039191

40039192 40043813 40047604

40047605

40050111

40059793 40060109 40074171

40074437

40075419

40075420

40081950 40081951 40085033

40086682

40089233

40090937 40090975 40091311

40091545 40092749 40103603

40103638

40106185

40106852 40107063 40107064

40109115

40109291

40109638

40109660 40115435 40117552

40117553

40121892

40123861 40125816 40158940

40160188 40163184 40163185

40163186

40165907

40165909 40176797 40188955

40189204

40193672

210889

215453 94006130

LIST [[]]

OF ACRONYMS

A Amps

AC Alternating Current
ADAMS Document Management System
CCW Component Cooling Water
CFR Code of Federal Regulations
CR Condition Report
CST Condensate Storage Tank
DBA Design Basis Accident
DBD Design Basis Document
DC Direct Current
DRE Detailed Risk Evaluation
DRS Division of Reactor Safety
EDG Emergency Diesel Generator
EFW Emergency Feedwater

FP Fire Protection

GL Generic Letter

Attachment

GPM Gallons Per Minute
HELB High Energy Line Break
IMC Inspection Manual Chapter
IN [[[NRC] Information Notice]]
IPEEE Independent Plant External Events Examination

IST In-service Testing

kV Kilovolts

LERF Large Early Release Frequency
LOCA Loss-of-Coolant Accidents
MOV Motor-Operated Valve

NCV Non-cited Violation

NextEra NextEra Energy Seabrook,

LCC [[]]
NPSH Net Positive Suction Head
NRC U. S. Nuclear Regulatory Commission
OCSR Overload Current Sensing Relay
OE Operating Experience
PCCW Primary Component Cooling Water
PM Preventative Maintenance
PRA Probabilistic Risk Assessment
RAW Risk Achievement Worth
RHR Residual Heat Removal
RRW Risk Reduction Worth
SDP Significance Determination Process
SEPS Supplemental Emergency Power System
SER Safety Evaluation Report
SI Safety Injection
SPAR Standardized Plant Analysis Risk
SRA Senior Reactor Analyst
SSC Systems, Structures, and Components
SSE Safe Shutdown Earthquake
SSPS Solid State Protection System
SW Service Water
TDH Total Developed Head
TS Technical Specifications

UFSAR Updated Final Safety Analysis Report Vac Volts, Alternating Current

Vdc Volts, Direct Current

WPB Waste Processing Building