ML20198P377

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Insp Repts 50-369/97-18 & 50-370/97-18 on 971102-1213. Violations Noted.Major Areas Inspected:Integrated Insp Included Aspects of Licensee Operation,Maint,Engineering & Plant Support
ML20198P377
Person / Time
Site: McGuire, Mcguire  Duke Energy icon.png
Issue date: 01/12/1998
From:
NRC OFFICE OF INSPECTION & ENFORCEMENT (IE REGION II)
To:
Shared Package
ML20198P341 List:
References
50-369-97-18, 50-370-97-18, NUDOCS 9801220095
Download: ML20198P377 (42)


See also: IR 05000369/1997018

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U.S. NUCLEAR REGULATORY' COMMISSION

REGION 11

Docket Nos: 50 369, 50 370-

License Nos: NPF-9, NPF-17-

Report No: 50 369/97-18, 50 370/97 18

Licensee: Duke Energy Corporation

Facility: .McGuire Nuclear Station Units 1 and 2

Location: 12700 Hagers Ferry Rd.

Huntersville, NC 28078

Dates: November 2 - December 13,1997

Inspectors: S. Shaeffer, Senior Resident Inspector

H. Sykes, Resident Inspector

M. Franovich, Resident inspector

N. Ecoriomos, Regional Inspector (Sections M1.2 M1.6)

R. Moore, Regional Inspector (Sections E2.1 and E7.1)

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-Approved by: C. Ogle Chief. Projects Branch 1

DivisioncfReactorProjects

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EXECUTIVE SUMi%RY

McGuire Nuclear Station. Units 1 and 2

NRC Inspection Report 50-369/97-18, 50-370/97-18

This integrated inspection included aspects of licensee operations,

maintenance, engineering, and plant support. The report covered a six week

period of resident inspection. In addition, it included the results of two

regional inspections reviewing Unit 2 outage modifications. Unit 2 steam

generator replacement project progress, and review of refueling water storage

tank design parameters.

Doerations

. The conduct of operations was professional and safety conscious

throughout the inspection period. Operations remained appropriately

focused throughout the Unit 2 No Mode period, during refueling, and

through initial heatup of Unit 2 from the outage. Dverallcontrolof

operations, which included turnovers, cognizance of ongoing activities,

and imalementation of conditional surveillances during this period was

cons <ed excellent, with few exceptions. (Section 01.1)

. The licensee's implementation and use of the newly established automated

operations narrative logging system was considered adequate to

effectively reconstruct, at a later date, details of significant plant

operational events. However, the inspectors noted varying logkeeping

practices among individuals which may indicate that more specific

guidance may be necessary. (Section 02.1)

  • An Unresolved item was identified to review the root cause of the

mispositioning of a containment isolation valve during Unit 2 refueling

o)erations. Dperators missed several earlier opportunities to identify

t1e mispositioning during routine control board walkdowns. The

licensee's immediate corrective actions for the problem were appropriate

and overall containment integrity was determined not to have been4

compromised. (Section 02.2)

. The licensee identified a number of problems with initial operation of

the residual heat removal system during No Mode maintenance and testing.

Initial documentation of the problems was unclear: however, subsequent

engineering reviews determined no permanent damage was sustained by the

residual heat removal pumps. Subsequent system testing at the end of

the outage further verified system operability. Several procedural

revisions were identified to preclude future events. The inspectors

concluded that the overall coordination, procedure application, end

oversight of system operation during No Mode conditions was weak.

(Section 02.3)

  • Reviews of licensee actions to implement cold weather preparations at

the site were acceptable. Nuclear System Directive 317 was issued which

provided additional structure and delineatd responsibilities for freeze

Enclosure 2

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protection. Procedures for verifying critical plant systems prior to l

exposure to predicted extreme cold weather and the monthly surveillance j

were good and provided additional assurance of operational readiness for 1

cold weather conditions. Construction of an enclosed and heated room

containing the new Unit 2 refueling water storage tank level

transmitters was a substantial improvement in refueling water storage l

Freeze

tank freeze protection reliability. initiated and completed in a timely manner. p

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Overall. the inspectors '

concluded that the licensee ~s efforts to effectively protect plant

equipment and systems from freezing conditions had improved. (Section

02.4)

. The inspectors concluded that the licensee's performance during core

alterations for McGuire Unit 2 Cycle 12 was good. Adequate training was

provided and appropriate emphasis was placed on nuclear and personnel

safety. Material condition of the fuel handling equipment supported a

safe core reload with minimal interruption. (Section 03.1)

Maintenance

. Routine testing activities were completed satisfactorily during the

inspection period. The successful completien of Unit 2 engineered

safety features testing was indicative of well performed outage

maintenance and excellent engineering test support functions. Overall

test coordination was considered good. (Section M1.1)

. Some progress was achieved in the fabrication of production welds during

this steam generator replacemert project. However, the relatively high

rejection rates and the appar M inability to use certain machine weld

processes, with good results, suggests that the licensee's technical

expertise in welding continues to be a weakness. (Section M1.2)

. Both film and radiographic quality were satisfactory. Indications were

evaluated correctly and properly documented. Housekeeping conditions in

the dark room were satisfactory as was the storage of unexposed film and

reagents. (Section M1.3)

. The licensee's nondestructive examination unit continued to perform in a

satisfactory manner. Technicians had a good knowledge of plant

equipment and procedural requirements. They performed their asrigned

tasks in a conscientious manner, and evaluated indications and

documented findings with accuracy and clarity, (Section M1.4)

. The main feedwater system welds were properly post-weld heat treated

following code and procedural requirements. Equipment was in

calibration and personnel overseeing the activity were adequately

trained to perform their tasks. (Section M1.5)

. The licensee's extensive investigation to determine the apparent cause

of a wld failure was indicative of a questioning attitude and a desire

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to resolve problems in a well-planned and conservative manner (Section

M1.6)

. Inspections of the Unit 2 containment concluded that emergency sump area

cleanliness was adequate. Materials potentially susceptible to high

energy releases during a design basis event were adequately secured and

debris dams and screens were installed to prevent complete blockage of

containment sump screens. The licensee's material accountability and

foreign material controls were considered good, in addition, the

overall building material condition was considered good following the

Unit 2 refueling outage. (Section M2.1)

. The licensee's efforts to overhaul the emergency diesel generators and

improve onsite emergency power reliability was excellent. (Section

M2.2)

  • Unit I containment isolation valve IVP8B was properly repaired and the

supporting temporary modifications were adequate. However, during their

review, the inspectors identified an Unresolved item regarding the use

of a sealant in the valve that may not have received appropriate reviews

for this application. Application of the sealant contributed to the

failure of valve IVP88. It also appeared that adequate corrective

actions may not have been taken when the same containment penetration

(M456) failed post-maintenance testing during the previous refueling

outage. (Section M2.3)

. Testing of the Unit 2 hydrogen igniters was Jerformed well. Maintenance

personnel possessed good system knowledge. )rocedure adequacy

execution,andoveralltestcoordinationwereconsideredexcelient. All

Unit 2 icniters exceeded the minimum temperature requirements of

Technical Specification 3/4.6.4.3(b). (Section M3.1)

Enaineerino

. A strength was noted for identification and resolution of refueling

water storage tank design issues. (Section E2.1)

. A weakness was identified for failure to address and resolve conflicting

design inputs in a design calculation. The licensee had dissenting

comments related to this observation. (Sections E2.1 and XI)

. A Violation was identified for inadequate independent review of design

calculations. (Section E2.1)

. A Non-Cited Violation was identified for failure to establish an

adequate procedure for solid state protection system loaic circuitry

testing to ensure proper operation of the system. Thelicensee's

response to the discovery was good. No circuits were determined to be

inoperable following additional logic testing. (Secticn E3.1)

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  • A Non Cited Violation was identified for failure to meet in service

testing program prescribed test requirements due to an inadecuate

procedure and the failure of the licensee to review the valicity of

computer points used for stroke tirne testing. (Section E3.2)

  • Engineering activities associated with the operator aid computer

replacement project were determined to have a)propriate design controls

with good overall engineering performance. 11e re)lacement should

im) rove the reliability of the computer system at McGuire and greatly

enlance the anount and clarity of information available to operators

about the operational status of the plant. The safe implementation of

the new com) uter system for both Units 1 and 2 was considered a

strength. Management attention throughout the project's implementation

was good. (Section E4.1)

implemented in accordance with the approved design control program.

Quality Assurance involvement and oversight were adequate. (Section

E/.1)

Plant Support

. The results of an unannounced emergency preparedness augmentation drill

identified that all facilities were manned within the required times. A

drill critique was performed and identified several minor areas for

improvement. The drill confirmed the licensee's ability to fully staff

the required emergency preparedness areas. (Section P4.1)

  • Following identification of tampering at the Unit 2 containment

personnel airlock seals, the licensee performed inspections of vital

)lant areas. No additional indications of tampering were identified.

r urther reviews of this event were detailed in Inspection Report 50-

369.370/97-19. (Section 51.1)

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Report Details

Summary of Plant Status

Unit 1

Unit 1 operated at 100 percent power during the inspection period.

Unit 2

Unit 2 began the inspection period in a No Mode condition during the scheduled

1997, refueling and steam generator replacement outage. On December 1, 1997,

the unit entered Mode 6 and successfully completed refueling activities on

December 3, 1997. The unit entered Mode 5 on December 6. 1997. On December

8,1997, all steam generator replacement activities were essentially complete,

with the exception of containment cleanup, final insulation installation, and

planned mode related testing. On December 13, 1997, the last day of the

Inspection period, the unit entered Mode 4 and was continuing planned startup

activities.

Review of Uodated Final Safety Analysis Reoort (UFSAR) Commitments

While performing inspections discussed in this report. the inspectors reviewed

the applicable portions of the UFSAR that were related to the areas inspected.

The inspectors verified that the UFSAR wording was consistent with the

observed plant practices, procedures, and parameters.

I. Operations

01 Conduct of Operations

01.1 General Comments (71707)

Using Inspection Procedure 71707, the inspectors conducted frequent

reviews of ongoing plant operations. In general, the conduct of

operations was professional and safety-conscious. Operations remained

appropriately focused throughout the Unit 2 No Mode period. Operator

focus was also considered appropriate during the refueling and initial

heatup of. Unit 2 from the outage. Overall control of operations which

included turnovers, cognizance of ongoing activities, and implementation

of conditional surveillances during this period was considered

excellent, with few exceptions. Specific events and noteworthy

observations are detailed in the sections which follow.

02 Operational Status of Facilities and Equipment

02.1 Automated Doerational loaaina

a. Insnection Stone (71707)

The inspectors reviewed and evaluated the licensee's use of the recently

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established automated loaging system to evaluate the completeness and

accuracy of operational logs.

b. Observations and Findinos

The inspectors verified that the licensee's logging >ractices adequately

conformed to guidelines identified in Chapter 6 of tie McGuire

Operations Managenent Procedures. Although sufficient entries were made

to provide an accurate record of operational occurrences.

inconsistencies were identified in level of detail. Significant

operational events were listed with adequate explanation for the

particular plant conditions. Significant abnormalities in system

parameters, reactivity issues and electrical load changes were logged.

hever less significant and routine occurrences that could play a

major role in the reconstruction of events were not consistently logged.

The inspectors verified proper record retentian of operations narrative

logbooks.

c. Conclusions

The inspectors concluded that the licensee's implementation and use of

the newly established automated operations narrative logging system was

considered adequate to effectively reconstruct, at a later date, details

of significant plant operational events. However, the inspectors noted

varying logkeeping practices among individuals which may indicate that

more specific guidance may be necessary.

02.2 disoositioned Containment Isolation Valve Durina Reft:elina Ooerations

a. Insoection Scone (71707)

The inspectors reviewed the events surrounding the licensee's

identification of a containment isolation valve found out of the

required position to support containment integrity during refueling

operations.

'b. Observations and Findinos

On December 2. 1997 operators identified that the outboard containment

isolation valve for pressurizer relief tank (PRT) spray, 2NC568 was in

the o>en position despite a yellow isolated tagging device being

attacled to the control board switch for the valve. Credit was taken

for 2NC56B being closed to support containment integrity requirements

for refueling operations.

In response to this observation, the operator took immediate actions to

close the valve and document the discrepancy. Operators were dispatched

to the inboard isolation valve for the same penetration (M 216) to

verify its position. The inboard isolation valve was found intact and

in the closed position. The PRT number 2 spray isolation test

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connection. 2NC120 was also verified to be isolated. The licensee >

concluded that the overall containment penetration was not breached.

The inspectors discussed the configuration control issue with operations ,

management. Documentation revealed that the containment integrity [

yenetration status sheet in PT/2/A/4200/002C Containment .

Closure / Integrity, for penetration M 216 had verified 2NC56B closed on

November 29. 1997, at 2:45 a.m. Review of the operator aid computer -

point-for 2NC56B indicated that the valve was reopened for unknown

reasons on November 29, 1997, at 10:11 p.m.. and remained in that i'

position until it was closed on December 2.1997, at 3:40 a.m. The

inspectors were concerned that operating shifts failed to recognize the

incorrect alignment during shift turnovers and routine board walkdowns

during this interval. ,

c. Conclusions

An Unresolved item (URI) was identified to review the root cause of the  :

mispositioning of a containment isolation valve during Unit 2 refueling

operations. Operators missed several opportunities to identify the

mispositioning during routine control board walkdowns. The licensee's

immediate corrective actions for the problem were appropriate and

overall containment integrity was not compromised. This issue is

identified as URI 50-370/97 18 01. Hispositioned Containment Isolation

Valve During Unit 2 Refueling Operations, pending further review of the ,

root cause of the mispositioning.

02.3 Review of Residual Heat Removal (RHR) Pumn Abnormal Ooeration Durina No

iode Conditions

a. Insnection Stone (71707)

During No Mode, the licensee operated the Unit 2 RHR pumps to support

maintenance and testing evolutions. The inspectors reviewed

investigation reports surrounding the licensee's identification of

potential air binding and unexpected system operation encountered while

starting the Unit 2 RHR pumps during No Mode conditions.

b. Obwrvatjons and Findinas

McGuire PIP 2 M97-4464 .

Specifically, during filling and venting of the system. OP/2/A/650 documente

8, RHR Pump 0)eration in "No Mode", was used to start the 2B pump while

in No Mode. 3ecause of the system alignment, a pump run was necessary

for complete fill and vent. Operators were aware of the possibility of

residual air in the system due to incomplete venting and were prepared

to take appropriate-actions to trip the RHR pump during initial pump

runs. During pump o

recirculation valve.peration,

2ND678.operators cycled the

to ensure adequate B train

mixing for RHR

a boron

sample, Operators noted abnormal pump indications and after

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approximately six seconds, tripped the pump. The system was vented in

accordance with PT/2/A/4200/36. Periodic Venting of RHR System. A large

amount of air was vented. The licensee determtaed that the system had i

not been thoroughly vented prior to cycling of the recirculation valve.  :

An additional aroblem was documented via PIP 2 M97-4462 concerning

operation of tie 2B RHR pump. Specifically, the PIP identified

potential differences between OP/2/A/6100/50 8 and other procedures  ;

including the abnormal procedure for a loss of residual heat removal, in

that the throttling of the RHR discharge valve may not be consistent.

The variation in throttled positions contributed to unexpected flow

rates during No Mode testing. The flow rates did not exceed pump runout

conditions.

The 2A RHR pump also ex3erienced problems during testing. McGuire PIP

2 M97 4480 documented t1at personnel heard evidence of potential water

hammer conditions, which included check valve hammering, during initial

operation of the 2A RHR pum). The test procedures were placed on '

administrative hold until c1anges were incorporated to include

consistent discharge valve throttling.

The inspectors reviewed the potential impact of these events on long-

term system reliability. Initial documentation of the issues in the

subject PIPS was poor. Operator actions upon identification of the

problems were adequate and operation of the pumps under abnormal

operating conditions appears to have been limited. Engineering

walkdowns of the systems following potential system waterhammer and pump

cavitation were adequate to verify no adverse impact that could affect

future operability of the system. The inspectors performed independent

reviews of the Unit 2 RHR pumps and subject system piping. No evidence

of significant system degradation was identified.

c. Conclusions

The licensee identified a number of problems with initial operation of

the RHR system during No Mode maintenance and testing. Initial

documentation of the problems was unclear; however, subsequent

engineering reviews determined no permanent damage was sustained by the

RHR pumps. System testing at the end of the outage further verified

system operability. Several procedural revisions were identified to

preclude future events: however, the inspectors concluded that the '

overall coordination, procedure application, and oversight of initial

RHR system operation during no mode conditions was weak.

02.4 Cold Weather Protection PreDarations

a. Jespection Stone (71714)

Reviews were conducted of the facility's readiness for cold weather.

The inspector reviewed Nuclear System Directive (NSD) 317. Freeze

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Protection Program. Revision 1 and interviewed the Freeze Protection

Coordinator. Procedures and work orders were reviewed to determine what

actions had been taken to prepare for cold weather. Selected >ortions

of critical plant structures. systems, and components (SSCs) tlat were

considered vulnerable in freezing conditions were also independently

inspected,

b. Observations and Findinas

In response to previous freeze protection 3rogram deficiencies, the

licensee revised NSD 317 in March 1997. T1e NSD governs the freeze

)rotection plans at all three Duke Energy Cor) oration nuclear stations.

)uring the previous cold weather season, the iSD had not been finalized

and a formal program was not in place for ensuring that effective

measures were being implemented to protect plant equipment and systems

from sub freezing conditions. The inspectors considered the completion

of the NSD necessary to define the structure of the freeze protection

program at the nuclear stations and the responsibilities of various

organizations in ensuring that the program was effectively implemented.

A McGuire freeze protection coordinator was assigned to monitor the  !

status of cold weather preparation activities. An equipment freeze

protection program was developed at McGuire to identify SSCs that may be

subjected to freezing temperatures during the cold weather season. The

freeze protection plan includes a surveillance procedure to inspect

SSCs. considered to be critical to plant operation on a monthly

interval. For extreme cold weather (predicted temperatures below 20

degrees Fahrenheit (*F) within 24 hours2.777778e-4 days <br />0.00667 hours <br />3.968254e-5 weeks <br />9.132e-6 months <br />) the licensee also developed

PT/0/B/4700/070, On Demand Freeze Protection Verification Checklist, to

verify operation and status of SSCs that provide freeze protection and

can affect equipment reliability. This procedure featured verification

of plant area temperatures, electrical breaker alignment for heaters and

heat tracing, and instructed operators to place the refueling water

storage tank (RWST) and reactor makeup water storage tank (RMWST) in a

recirculation mode. The )rocedure also had been appropriately updated

to reflect plant design c1anges such as the addition of another

auxiliary feedwater storage tank and replacement and relocation of the

Unit 2 RWST level transmitters and associated heaters and control

system.

A design modification to improve protection for Unit 2 RWST

instrumentation against freezing conditions had been completed during

the inspection period under modification NSM MG 22496. The licensee

constructed an enclosed, temperature controlled area within the RWST's

missile shield that contains the temperature transmitters and the new

Unit 2 level transmitters (see Section E2.1). Temperature monitoring

and redundant' space heating was provided in the area as well as an

operatoraidcomputer(OAC)temperaturealarmforroomtemperature. A

similar modification is scheduled for implementation on Unit 1 during

the next scheduled refueling outage.

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The inspectors discussed the status of freeze protection preparations

with the freeze )rotection coordinator. The annual planned maintenance

(PM) activities lad been completed. Pre seasonal checkouts were

executed via various work orders for inspection and testing of

electrical heat trace and instrument box heaters. The freeze

protection coordinator had performed inspections of vulnerable areas and

worked with maintenance personnel to resolve deficiencies.

c. Conclusions

Reviews of licensee actions to implement cold weather preparations at

the site were acceptable. Nuclear System Directive 317 was issued which

provided additional structure and delineated responsibilities for freeze

protection. Procedures for verifying critical plant systems prior to

exposure to predicted extreme cold weather and the monthly surveillance

were good and provided additional assurance of operational readiness for

cold weather conditions. Construction of an enclosed and heated room

containing the new Unit 2 refueling water storage tank level

transmitters was a substantial improvement in refueling water storage

tank freeze protection reliability. Freeze protection activities were

initiated and completed in a timely manner. Overall, the inspectors

concluded that the licensee's efforts to effectively protect plant

equipment and systems from freezing conditions had improved.

03 Operations Procedures and Documentation

03.1 Unit 2 Cycle 12 Core Reload

a. Jnspection Scoce (71707)

The inspectors evaluated the licensee's preparation and performance in

reloading the reactor core for McGuire Unit 2 Cycle 12 operation and

installation of upper reactor vessel internals,

b. Observations and Fin.djnas

The inspectors witnessed selected portions of the core reload. The

inspectors verified adecuate source range detector operability and

audible source range incication were provided for refueling personnel,

Appropriate communications were maintained between the reactor building

and spent fuel building crews performing the reload and control room

operators monitoring plant systems. The inspectors verified that

engineering support personnel were assigned to the control room and the

refueling areas to monitor performance and to provide technical support

when necessary.

Prior to the fuel reload, video cameras were used to inspect the lower

vessel internals for foreign material and the subsequent preparations

for core reload. The inspectors noted that equipment performance was

good with minimal delays due to equipment malfunctions or abnormalities.

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No structural damage to reactor vessel internals or significant amounts '

of debris were identified. Fuel assembly identification numbers and

core reload locations were being verified by the licensee.

c. Conclusions

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The inspectors concluded that the licensee's performance during core

alterations for McGuire Unit 2 Cycle 12 was good. Adequate training was

provided and appropriate emphasis was placed on nuclear and personnel

safety. Material condition of the fuel handling equipment supported a

safe core reload with minimal interruption. Reviewed procedures were

adequate to control the evolutions.

08 Miscellaneous Operations Issues

08.1 IClosed) Licensee Event Report (LER) 50 369.370/97-02. Revision 0 and

Revision 1: Reactor 1 rip Due to Reactor Coolant Pump Motor Failure

The inspectors reviewed and evaluated the licensee's actions in response

to failure of the Unit 2 0 reactor coolant pump motor. The licensee

responded by replacing the damaged motor stator with a spare stator.

Post maintenance testing included an uncoupled run of the reactor

coolant pump motor. Temperature and vibration measurements were taken

and determined to be acceptable for continued operation. In the initial

LER. the licensee committed to replacing the Unit 2 B reactor coolant

pump during the Unit 2 EOC 11 outage: however, after further evaluation

of the motor condition, the licensee decided to operate the pump for one

additional o)erating cycle. A revised LER was issued documenting the

commitment clange. Additionally. the licensee performed visual

inspections and electrical testing of the Unit 2 B motor during the Unit

2 steam generator replacement outage. Motor performance met station

acceptance criteria and the motor was returned to service. The

inspectors concluded that the licensee's actions following the failure

of the Unit 2 0 reactor coolant pump motor were adequate. This item is

closed.

08.2 (Closed) LER 50-369/97-06: Unit 1 Engineered Safety Feature (ESF)

Actuation Due to 1 ripping of the Main Feedwater Pumps

This event involved an Engineered Safety Feature (ESF) actuation which

occurred when the main feedwater pumps tri aped, causing an automatic

start of the auxiliary feedwater pumps on )oth trains. The unit was in

Mode 3 at the time of the event and required minimal feedwater;

therefore, no transient to the plant resulted from the ESF actuation.

Operator response to the problem was prompt and found to be in

accordance with the applicable abnormal procedure. The licensee

identified that the main feedwater pumps received a trip signal from the

level trip devices providing high high water level protection for the

outboard main steam valve vault. It was determined that a spurious

actuation of one channel combined with an already closed channel due to

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manufacturing / installation deficiency satisfied the 2 of 3 logic for

the actuation. Workers were identified in the general area of the level

switches at the time of the event. which was the probable cause of the

spurious actuation of one channel.

The licensee reviewed in detail the as-found level trip devices and

sent the suspect components to the vendor for analysis. The licensee

concluded that it was most likely an installation problem which allowed

one of the three switches to be not properly reset after the final post-

installation testing was performed. However, the licensee also

concluded that the level device was very susceptible to mechanical

jarring which could lead to )artial make-up of the logic circuitry. All

components would have been a)le to 3erform their safety-related

function. Corrective actions for t1e event included verification of the

condition of the other valve vault switches and improved procedural

guidance for testing with regard to full functional verification of

these components after maintenance has been performed. including the

reset function. The inspectors discussed the event with maintenance

personnel and inspected the components which initiated the event. The

inspectors concluded that the licensee'*s response to the event was

adequate, the utilization of vendor support appropriate. and the root

cause followup good. This LER is closed.

08.3 .( Closed) URI 50-369/97-08-01: Root Cause of Main Steam Valve Vault

Level Actuation

Based on satisfactory review of LER 50 369/97-06. Unit 1 Engineered

Safety Features (ESF) Actuation Due to Tripping of the Main Feedwater

Pumps, the inspectors considered that the licensee took adequate actions

to obtain a plausible root cause for the inadvertent actuation of the

main steam valve vault level trip devices. Although the post-

installation condition of the devices left the unit more susceptible to

spurious actuation. the devices would have performed their safety-

related function in the event of valve vault flooding due to pipe break.

lhis URI is closed.

II. Maintenance

M1 Conduct of Maintenance

M1.1 General Comments

a. Insoection Stone (61726 and 62707)

lhe inspectors observed all or portions of a variety of work activities

performed by the licensee during the inspection period. Focus of the

activities was on testing required to support restart of Unit 2.

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b. Observations and Findinas

The inspectors witnessed selected surveillance tests to verify that

approved procedures were available and in use: test equipment in use was

calibrated: test prerequisites were met: system restoration was

completed: and acceptance criteria were met. In addition, the

inspectors reviewed or witnessed routine maintenance activities to

verify, where applicable. that approved procedures were available and in

use: prerequisites were met: equipment rc foration was completed: and

maintenance results were adequate.

Performance of Unit 2 ESF testing was considered good. Control of the

testing activities was accomplished in accordance with applicable

procedures. Pre-job briefings and overall test coordination was

considered good. The performance of the required testing identified no

major equipment malfunctions. The performance was indicative of well

performed outage maintenance and engineering test support functions,

c. Conclusion

The inspectors concluded that the routine activities were completed-

satisfactorily. The successful completion of Unit 2 ESF testing was

indicative of well performed outage maintenance and engineering test

support functions. Overall test coordination was good.

M1.2 Steam Generator Replacement Proiect (SGRP) In-Process Weldina (Unit 2)

a. inspection Scone (50001)

The inspector observed and evaluated the adequacy of in process welding

of main feedwater (CF) main steam (SM), and reactor coolant (NC) piping

as mciated with the SGRP. The applicable code for the fabrication.

examination and testing of welds in the systems was the American Society

of Mechanical Engineers (ASME) Section Ill. 1971 Edition and

Section XI.1989 Edition.

b. Observation and Findinas

The applicable code for the fabrication examination and testing of

welds in the above-mentioned systems was the American Society of

Mechanical Engineers (ASME). Section Ill. 1971 Edition and Section XI,

1989 Edition. Welds selected at random for observation and review of

weld and process control records were as follows:

MAIN STEAM

Weld No. System Size (inches) Remarks

SM2F-22 SG "A" nozzle 32 x 1.5 Welding ccmpleted,

new weld was

Enclosure 2

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undergoing

grinding to remove

fabrication flaws.

SM2FW50-1 SG "A". riser 34 x 1.429 Welding completed.

SM2FW51 1 SG *B*, riser 34 x 1.429 Welding in

progress. Good

weld 3ractices

were )eing

followed.

SM2F 48 SG "B", nozzle 32 x 1.5 Root and hot

) asses welded.

Jeld appeared

satisfactory.

SM2F 100 SG "D" nozzle 32 x 1.5 Welding out. rom

and hot pass

completed.

Appearance was

satisfactory.

SM2FW53 1 SG "0" riser 34 x 1.49 Welding out. Root

and hot pass

completed.

Appearance was

satisfactory.

REACTOR COOLANT

SG "A"

NC2F1-2 Hot Leg Rejected for

shrink cracks

associated with

construction base-

metal repairs.

NC2F1-3 Crossover Welding out.

NC2F2-2 Hot Leg Weld completed

prepping for

radiography.

NC2F2-3 Crossover Leg Completed weld

radiographed (RT),

acceptable.

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SG "C"

NC2F3 2 Hot Leg Weld fitups

completed.

Fabrication

started during the

night shift.

NC2F3 3 Crossover Leg Weld fitups

completed.

Welding started

during night

shift.

$ "D"

NC2F4 2 Hot Leg Welding final pass

before capping

joint.

NC2F4-3 Crossover Leg in process of

completing weld

may require one

more shift to

complete.

MAIN FEEnWATER

CF2FW62-31 SG ~B" pipe 16 x.844 Weld fitup was in

to elbow progress.

Within these areas, the inspector observed weld Ibrication attributes.

(i.e.. starts, stops, cleanliness) control of preneat, interpass

temperatures, and control of issued filler metal. Process control

records ere reviewed for completeness and accuracy. Quality records

for fillei metal traceability and welder qualification were reviewed and

found to be satisfactory.

  • Weldina and Renairs of NC Pine Welds

Within these areas the inspector determined that a linear indication had

been identified in NC weld NC 2F12 on the hot leg of SG 2A. The

indication was first observed by weld machine operators when the weld

groove was about 1/4" from being completed. Following extensive

grinding and investigation with special radiographic techniques, the

licensee determined that the indication / flaw was a crack with tear like

characteristics. The flaw was located at or near the elbow side of the

Enclosure 2

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weld fusion line, between the new narrow groove weld and the base metal.

The flaw was located in radiographic interval 7-8. This flaw indication

was about 2.25 inches deep and 15.5 inches long in a circumferential

direction. A second and similar indication was identified by

radiography at the adjacent interval 6-7. This indication was about

1.875 inches deep and about 8.75 inches long. A third and significantly

smaller indication was identified by radiography in interval 8 9.

Radiographs depicting the remaining length / circumference of the subject

weld joint, showed no evidence of similar flaws and/or rejectable type

indications.

. Held Reoair and Investication

The licensee removed a sample of material containing the flaw for a

metallurgical investigation by the on site metallurgical facility. The

licensee s repair plan called for removing the flaw indications by arc

gouging and grinding. Once the flaw was removed and sound metal was

verified by surface and volumetric examinations. the licensee proceeded

with the weld repair. The gouged out sections on the elbow side were

weld repaired, using the manual shielded metal arc process with

stainless steel 308 filler metal material and the stringer bead

technique. Each layer of weld metal deposited was examined for

soundness using liquid penetrant (PT) and radiography Following

completion of the base metal repair. the licensee welded out the joint

using narrow groove technique with the gas tungsten arc welding

(machine) process. Radiography and ultrasonic examination showed the

completed weld met applicable code acceptance criteria. The repair work

was performed under Work Order No. 96093313 02 and documented on Detail

Process Cortrol Form MWP-3. Rev. O and Weld Process Control Form MWP-1

Rev. O. The entire weld was completed and accepted by radiography and

ultrasonic examination on November 19. 1997.

. Metalluraical Examination Results and Conclusions

By examination of the metallurgical samples, discussions with technical

)ersornel, and a review of Metallurgical Analysis Report No. 2268, dated

)ecember 5.1997 the inspector verified, inde)endent of the licensee's

previous determination, tlat the component (el)ow) where the subject

flaws were identified, was the hot leg of SG 2A. The elbow measured

approximately 31 inches on the inside diameter and had a wall thickness

of approximately 2.54 inches. The licensee identified the elbow as

being produced from SA-351. CF8A static cast stainless steel material.

This elbow had been weld repaired in 1978 when the original SG was

initially installed. The present crack indication was observed in the

proximity of the 1978 weld-repair and it appeared that flaws (micro

fissures) in the weld metal deposit of the repair were responsible for

the present cracking condition. Fine porosity was observed in the base

metal of the elbow. The crack appeared to have propagated by linking up

with these porosity indications. The micro fissures were more numerous

in other metallurgical samples near the fracture surface of the old weld

Enclosure 2

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13

repair material and in the region associated with the heat affected zone

of the narrow groove weld joint. Based on these observations and the

document review, the inspector verified that micro f,ssures in the weld

metal of the old base metal repair, were probably formed in local

ferrite free areas at the time of the 1978 repair. These were

exacerbated by weld shrinkage and other associated stresses from

fabrication of the narrow groove weld joint. These micro fissures were

most likely responsible for crack initiation and propagation in this

area. It appeared that during machining, the old weld repair material

was exposed to and became a 3 art of the narrow groove joint wall near

the top of the weld joint. )re existing micro fissuring in the old weld

metal repair coupled with welding stresses from fabrication of the

narrow groove weld most likely resulted in the initiation of cracking

near the top of the weld joint observed by welding operators.

  • Weldino and Renairs of SM Pine Welds

following completion of the first week of this inspection on

November 14. 1997, the licensee determined that the rejection rate of SM

welds had exceeded the previously established performance acceptance

criteria of 90%. This was evidenced by the fact that the length of

rejectable weld metal deposited in five out of a total of eight SM

welds, varied between 5.5 and 25.4 inches. The remaining three welds

were accepted by radiography without the need for re) airs. The

licensee's evaluation of the problem. documented in )roblem

Investigation Process (PIP) Report 2 M97-4336. disclosed that the

relatively high rejection rate was the result of two factors involving

the use of flux core arc welding (FCAW) machines. These factors

included: 1) inattention to detail and: 2) a lack of operator expertise

in the operation of the flux core machines.

The licensee's investigation disclosed that 1) the shielding gas flow at

the FCAW welding gun was erratic: 2) the amperage setting on the FCAW

machines was 50 amps less than optimum, and: 3) certain welders with

high expertise in the process were not available for the Unit 2 SGRP.

Because corrective actions taken to address the identified problems

failed to reverse this negative trend, the licensee discontinued the use

of the flux core process and switched over to the shielded metal arc

welding (SMAW) process.

The SHAW process was used to repair welds with rejectable indications

and to finish welding partially completed joints. When the licensee

made the decirion to switch from the FCAW process to the SMAW process,

the records showed that six of the eight SM welds had been welded with

the FCAW process. Of these six. only one weld was free of code

rejectableindications,

In general, the licensee's integrated welding performance assessment or

success rate for all safety related pipe systems associated with SGRP

welding was relatively good. However, this good success rate was

Enclosure 2

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attributed to the contractors. (i.e.. Wachs and Framatome) who had the

highest success rate of weld acceptability based on radiography

acceptance following completion nf tho weld ioint. The weld performance

success rates were as follows:

Welding  % RT Accept

S.yit.ca Oraanization on First Shot

Main Feedwater (CF) Duke 68.00%

Main Steam (SM) Duke 37.50%

Auxiliary Feedwater (CA) Wachs 90.00%

SG Wet Layup (BW) Wachs 100.00%

Reactor Coolant (NC) Framatome 87.50%

The suc:ess rates suggests that the licensee had made some progress in

the area of welding. However, the inspector determined that the

licensee continued ta experience significant difficulties when

attempting to make use of welding 3rocesses requiring higher level of

expertise (i.e.. FCAW and GTAW-mac11ne). This lack of expertise was

evident during this SGRP. For example. the licensee's welding

organization could not fabricate acceptable production welds without the

need of multiple repairs using the aforementioned processes. Also, when

av the licensee decided to use the aforementioned welding processes,

production results suggested that the welding organization did not take

appropriate actions to assure its success. When problems surfaced

during weld productions. the welding organizations again appeared to

lack the necessary expertise to diagnose and correct the problem in a

satisfactory cnd timeiy manner.

C. Conclusion,J:

Some progress had been achieved in production welding during the SGRP.

However, based on the relatively high weld rejection rates and the

inability to use certain weld processes with good results. the

licensee's technical expertise in welding continued to demonstrate a

weakness.

M1.3 Radicarachic (RT) Examination of SGR Welds

a. Inspection Stone (500011

Safety-related pipe welds, fabricated onsite, were radiographed to

verify weld integrity and satisfy applicable code requirements. The

licensee's code implementing procedure for this examination was NDE-10.

Rev. 19. General Radiographic Procedure, which referenced ASME Code.

Sections V and XI. 1989 Edition. The inspectors reviewed radiographs of

completed LC. CF and SM welds to verify use of proper penetrameter type,

size and placement: sensitivity, film density, identification, quality

and coverage.

Enclosure 2

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15

b. Observation and Findinas

Welds selected for this work effort were as folless:

Weld No. System Size (inches) Remarks

Main Steam

SM2FW50-1 Riser 34 x 1,49 Rejected and repaired

twice for lack of fusion

(LOF) slag and porosity.

Accepted November 23,

1997.

SM2F100* Nozzle 32 x 1.5 Rejected for slag on

November 20 and 26.

Accept on November 28,

1997.

SM2F74* Nozzle 32 x 1.5 No repairs required.

SM2F48* Nozzle 32 x 1.5 Same as above.

SM2F22* Nozzle 32 x 1.5 Rejected twice on

November 11 and November

16 for LOF and slag.

Accepted on November 19.

  • These welds were examined to ASME Code, section 111 and XI acceptance

,

criteria to satisfy construction and preservice inspection (PSI)

requirements.

Reactor Coolant

NC2F1-2 Hot leg 31 x 2.54 Extensive crack on

radiograph interval 6-7

and 7-8. See writeup in

this report for details.

NC2F2 3 Crossover 31 x 2.54 No repair required.

NC2F3-2 Hot Leg 31 x 2.5 No repair required.

NC2F3 3 Crossover 31 x 2.54 One minor c a

rejectableindication.

Accepted on November 19.

NC2F4-2 Hot Leg 31 x 2,54 No repair required.

,

Enclosure 2

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NC2F4 3 Crossover 31 x 2.54 No repair required.

Main Feedwater i

CF2FW61 5 Horizontal 18 x .938 No repair required.

Elbow to Pipe

CF2FW63 3 Pipe to Ell 18 x .938 Original rejected on

November 13. Accepted '

November 17.

CF2FW64-3 Pipe to Ell 18 x .938 No repair required.

CF2FW61-31 Ell. to Nozzle 18 x .938 Repaired twice for t.0F.

Accepted November 13,

c, Conclusions: ,

Both film and radiographic quality were satisfactory. Indications were

evaluated correctly and properly documented. Housekeeping conditions in

the dark room were satisfactory as was the storage of unexposed film and

reagents.

M1.4 Preservice Inspection of Reactor Coolant Welds

a. insoection Stone (50001).

As required by the applicable ASME Code Section, the licensee performed

a preservice ultrasonic ex6mination or replacement reactor coolant pipe

welds. The controlling procedure used for this examination was NDE-610.

Ultrasonic Examination of Dissimilar Metal and Cast Austenitic Welds

Using Refracted Longitudinal Wave. Rev 4 with Field Change 97-01,

in that this procedure had been reviewed and found satisfactory on

previous inservice inspections. this review concentrated on the latest

revision presently in use. This review revealed that the revisions and

Field Change 97 01 were consistent with applicable code requirements.

At the time of this inspection. all preservice exa..Inations on

replacement NC welds hd been completed. As an alternate, the

. inspectors 9 viewed and evaluated examination results. Welds reviewed

for this purpose were: NC2F1-2 and -3. NC2F2-2 and -3, NCRF3-2 and 3,

NC2F4-2 and 3. ,

b. Observation and Findinos

This records review revealed that the welds were adequately examined and

all indications were documented and evaluated as requireJ per applicable '

code requirements. Examiners who performed these examinations were

adequately trained, knowledgeable and performed these examinations and

Enclosure 2

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subsequent evaluations with attention to detail and applicable code

requirements. Equipment used was calibrated and material traceability

was satisfactory.

c. Conclusions:

The licensee's nondestructive examination unit continued to perform in a

satisfactory manner. Technicians had a good knowledge of plant

equipment, and of procedural requirements. They performed their

assigned tasks in a conscientious manner, and evaluated indications and

documented findings with accuracy and clarity.

M1.5 Postweld Heat Treatment of Completed CF Welds

a. Insoection Scooe (50001)

The requirement for postweld heat treatment of CF field welds was

controlled by the code of record. ASME Code Section 111 1971 Edition.

This requirement was implemented by Process Specification L 900 and

associated Postweld Data Sheets which provided the necessary details for

carrying out this operation,

b. Observation and Findinas

At the time of this inspection, all completed main feedwater welds had

been PWHTed using Data Sheet L-908. Rev. 1. As such, the inspector

reviewed associated strip charts to verify that minimum PWHT temperature

!,

levels had been attrined and maintained for the prescribed times, that

heating and cooling rates were consistent with code requirements and

that an adequate number of thermostats were used to assure that the

minimum PWHT temperature had been reached over the required material

width. The inspectors noted that these PWHT strip charts had been

reviewed and approved by the authorized code inspector.

Within these areas, the inspectors noted that heating and cooling rates

were uniform, holding temperatures and times were consistent and well

within minimum requirements. Strip charts traveled at the proper rates

and information on these charts was easily discernable. Welds selected

for this review included three from Loops "A" and ~B" and six from Loop

'C." Temperature recorders and thermocouples used were in calibration

at the time of the activity,

a c. Conclusions:

The CF welds were properly PWHTed following code and procedural

requirements. Equipment was in calibration and personnel overseeing the

activity were adequately trained to performed their tasks.

Enclosure 2

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M1.6 Maintenance Weldino

a. Inspection Scope (62700/55050)

The inspector observed the completed weld repair to the leaking weld

connecting the Unit 2, 3-inch common nuclear service water (RN) return

line to the 20-inch main header reviewed the associated weld process

control form MWP-1. and detailed process control form MWP 3 for

com)leteness and accuracy. The licensee's write up and analysis of this

pro)lem was documented in Problem Investigation Process (PIP) report

number 2 M97-41448.

b. Observation and Findinos

During the Unit 2 SGRP outage (2E0C-11), the licensee observed that the

three-inch branch connection pipe weld, attaching the common return line

from both component cooling pump motor coolers. to the 20 inch main

header was leaking. The piping was rated as ASME Code Section 111 Class

3, Duke Class C. The failed weld was identified as RN2F 88. The

associated piping was three inch schedule 40 (0.375 inch). An

ultrasonic (UT) examination determined that the crack was through wall

at two locations, between 5:30 to 7:00 and 8:00 to 9:00 o' clock.

Average thickness of the three inch pipe, measured by UT was about 0.204

inches. Also the weld was cracked from 12:30 to 5:30 o' clock to a depth

of 0.100 inches. A review of the licensee's analyses disclosed that the

extent of the crack would not prevent the subject pipe from performing

its design function. However, because of the difficulty of predicting

crack growth, the licensee began surveillance of the local area until

train B was removed from service to accommodate the weld repair. The

licensee concluded that the apparent cause for this weld failure was

fatigue f rom flow induced vibration on the associated RN return header

pipe. The licensee indicated that this flow induced vibration had been

one of a chronic nature that dates back to the initial design. The

licensee indicated that modifications and plant configuration changes to

reduce or eliminate this vibration had met with only limited success.

Also, the licensee stated that crack growth was extremely slow since it

had taken approximately 20 years of operation for the crack to propagate

through the weld thickness. By record review and observation. the

inspector determined that the licensee had cut-out the cracked weld,

ground-and prepped the penetration and installed / welded a weld-o-let to

provide additional strength to this joint, The three-inch pipe was then

welded on the weld-o-let. The completed weld appeared to meet minimum

applicable code acceptance criteria,

c. Conclusions:

The licensee's extens1ve investigation to determine the apparent cause

of the RN system RN2F-88 weld-failure was indicative of a cuestioning

attitude and a desire to resolve problems in a well-plannec and

conservative manner.

Enclosure 2

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M2 Status of Maintenance facilities and Equipment

M2.1 Outaae Containment Area Insoection

a. Insnection Stone (62707 and 50001)

The inspectors evaluated the licensee efforts in ensuring containment

areas were free of loose materials that could potentially affect

emergency core cooling system operability during the recirculation

phase. Lower and upper ice condenser areas were included. The tours

were completed prior to entry into Mode 4.

b. Observations and Findinas

The inspectors conducted outage closecut reviews of the Unit 2 reactor

building prior to entry into Mode 4 The inspectors focused on

materials in the reactor building areas that could potentially be

dislodged and migrate to the containment recirculation sump screens.

The inspectors also focused on steam generator replacement project

(SGRP) modifications to confirm proper installation of equipment and

supports. The inspectors noted that steam generator and pressurizer

insulation installed during the re)lacement oroject was adequately

installed and properly secured. T1e inspectors noted that most hand

tools and shielding materials had been removed from the reactor

buildin'j. No loose debris was identified that could potentially block

recirculation sump screens and prevent proper containment cooling system

operation during recirculation.

The inspector verified that hangers and supports were properly

installed. The refueling cavity was drained and free of debris. Ice

condenser areas were free of debris and no lower inlet door obstructions

were identified. No visible indications of active primary system

leakage were identified.

Minor items identified by the inspectors are listed below. The

inspectors made subsequent reactor building tours to assure that the

licensee was taking appropriate actions to correct the deficiencies.

The items were evaluated and/or corrected prior to unit restart. The

items included:

. minor containment sump screen debris (not an operability concern)

e damaged metal flashing for thermal shock protection of primary

containment in pipe chase

. gaps in A and D steam generator enclosures seals between lower and

upper containment

. inconsistent locking of refueling water drain valves between upper

and lower containment

e loose pressurizer safety valve seismic r4 traint bolt

Enclosure 2

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20

c. Conclusions

The inspectors concluded that the overall sump area cleanliness was

adequate. Materials potentially susceptible to high energy releases

during a design basis event were adequately secured and debris dams and

screens were installed to prevent complete blockage of containment sump

screens. The licensee's material accountability and foreign material

controls were considered good. The inspectors concluded that overall

building condition was good prior to restart from the Unit 2 E0C 11

outage. ins

into Mode 4.pector identified deficiencies were addressed prior to entry

M2.2 2A Emeroency Diesel Generator Rebuild

a. Insnection Scone (62707) ,

The inspectors observed and evaluated 2A emergency diesel generator

preventive maintenance activities,

b. Observations and Findinos ,

The inspectors conducted routine observations and held discussions with

licensee personnel to evaluate diesel generator maintenance activities.

The licensee disassembled the diesel engine and evaluated the condition

of critical components. Visual and magnetic particle inspection of

critical engine components was performed to identify potential

degradation. Although comaonent wear was evident, no significant damage

was identified that could lave significantly af fected diesel engine

operation.

The 2A EDG was the last of the four station emergency diesel generators

to be overhauled during the McGuire EOC 11 outages. Following the

overhaul, the diesel was tested to satisfy manufacturer requirements.

No evidence of maintenance deficiencies were identified.

The licensee selected a replacement synthetic engine lubricant.

incorporated during this rebuild. The lubricant was evaluated and

confirmed to meet the necessary properties for adequate lubrication and

oxidation resistance. The licensee confirmed component conditions (hot

bearing deflection) were within acceptance limits. Technical

Specification 4.1.1.2 required opera)ility testing was performed and the

unit was returned to service.

c. Conclusion

The licensee's efforts to overhaui the McGuire Nuclear Station emergency

diesel generators and improve onsite emergency power reliability were

excellent.

Enclosure 2

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M2.3 Unit 1 Containment Puroe_Jalve Inocerable i

4

a. Insoection Sepoe (62707)

.The inspectors reviewed the circumstances related to a containment  !

'

-isolation valve repair in the containment air purge system. On November

7, 1997, the licensee determined that containment )enetration M456 i

failed a leak rate test due to excessive leakage tirough containment  !

ourge valve IVP8B. The inspectors reviewed the corrective actions, a 10 t

CFR 50.59 evaluation, temporary modification package. Technical  !

Specifications (TS), and the UFSAR. i

b, Observations and Findinos

Containment penetration M456 consists of purge valves IVP8B and IVP9A

that are the outboard (located in the annulus) and inboard isolation

valves, respectively. Each valve is an air operated 24-inch butterfly

valve that is normally closed, and the penetration is leak rate tested .

quarterly. Both valves were worked during the previous refueling outage.

A quarterly surveillance performed on October 30,1997 indicated that

containment leakage had increased, but penetration and overall

containment leakage criteria were still satisfied: however, the

penetration leak rate had increased since the arevious surveillance.

The licenste retested the penetration on Novem)er 6 and measurements  !

indicated a substantial increase in leakage. On November 7, maintenance ,

~

personnel attempted to adjust the valve and performed a retest. During

the retest, the leakage had increased to the point where maintenance

personnel were unable to pressurize the penetration for testing.

,

On November 7, 1997, the licensee entered a four-hour TS action '

.

-statement for inoperable containment isolation valves (TS 3.6.3) and a

24 hour2.777778e-4 days <br />0.00667 hours <br />3.968254e-5 weeks <br />9.132e-6 months <br /> action statement for an inoperable containment purge valve (TS 3.6.1.9). After verifying operability of 1VP9A the licensee remained in

the 24 hour2.777778e-4 days <br />0.00667 hours <br />3.968254e-5 weeks <br />9.132e-6 months <br /> action statement for TS 3.6.1.9 for repair of IVP8B.

In order to repair the valve, duct work in the annulus was removed and a

blank flange was installed upstream of the purge mpply fan (outside the

containment and the annulus) under temporary moi .. cation MGTM-0031.

This temporary modification sealed the penetration and became part of 4

the annulus pressure boundary. A satisfactory. test of the annulus  ;

ventilation system was completed after the modification to demonstrate-  ;

that the system could achieve and maintain the required vacuum pressure

in the annulus. _

.!

,

- U)on inspection of the valve, the licensee identified flange sealant as

t1e potential failure mechanism. Excess sealant had dripped onto the i

bottom of the valve seat area. The sealant was removed with cleaning

solution and the containment penetration was' retested. Post-maintenance i

'

testing acceptance criteria were satisfied and the affected TS action.

Enclosure 2 [

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statement was exited within the allotted 24 hour2.777778e-4 days <br />0.00667 hours <br />3.968254e-5 weeks <br />9.132e-6 months <br /> period. Valve

maintenance procedures did not provide instruction for the use of the

sealant and no engineering guidance had been issued.

The inspectors reviewed previous issues associated with containment

penetration problems. McGuire PIP 1M97-1956 noted that during the

previous Unit I refueling outage, penetration M456 had failed post-

,

maintenance testing due to leakage through IVP9A. The failure was

attributed to excess flange sealant that dripped onto the valve seat

which prevented closure of the valve. Valve IVP9A was cleaned and the

penetration wa:; successfully retested. Similar valve failures had also

occurred following containment penetra'. ion post-maintenance testing in

the previous outage for the same cause noted above.

The inspector discussed the issue with site management. In response to

the failure of IVP8B. the licensee instructed maintenance personnel not

to use the sealant for purge valve work or any other product not

specifically called for by the procedure. Suspect Unit 2 purge valves

were checked during the refueling outage and no sealant was discovered.

The licensee plans to examine other suspected Unit 1 purge valves during

the next scheduled refueling outage.

c. Conclusion

The inspectors concluded that the repair of containment purge valve

IVP8B and the temporary modification were adequate. However, the use of

this sealant appears to involve a failure to evaluate the suitability of

application of this material to prevent adverse effects on containment

isolation valves. Application of sealant resulted in failure of valve

IVP8B. The inspectors concluded that adequate corrective action may not

have been taken when the same containment penetration failed post-

maintenance testing during the previous refueling outage. Pending

further inspector review, this is identified as Unresolved item

50-369.370/97-18-02. Potentially inadequate Corrective Action for Use of

Sealant on Containment Pur v e Isolation Valves.

M3 Maintenance Procedures and Documentation

M3.1 Unit 2 Hydroaen Mitination System (HMS) laniter Testina (61726)

a. Inspection Sc022

The inspectors observed portions of hydrogen igniter glow plug testing.

The inspectors reviewed the test procedure, the UFSAR. and work order 97034012-01.

b. Observations and Findinas

The HMS comprises two trains of glow plugs with 35 igniters per train.

To prevent detonable concentrations of hydrogen gas in containment, the

Enclosure 2

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HMS ensures controlled burning as the hydrogen is released after a

degraded core a':cident. Technical Specification 3/4.6.4.3(b) requires,

at least once per 18 months, verification that each igniter has a

minimum temperature of 1700 'F when energized. To satisfy this

requirement for Unit 2 the licensee performed Periodic Test

2/A/4350/024. Revision No. 6. Hydrogen Mitigatinn Igniter Glow Plug

Test.

Igniters were energized L the control room for at least 30 minutes

)rior to temperature measu.ements, as called for in the procedure.

Juring the test, maintenance technicians used an approved and calibrt.!ed

optical pyrometer to measure each igniter's temperature. Procedural

steps, caution statements, and notes were clear and appropriately

structured to complete the tasks. Instrument uncertainty at the

temperature range of the igniters was properly factored into the test

acceptr.,ce criterion. Double verification was appropriately

incorporated into the procedure and adequately implemented.

Maintenance technicians were knowledgeable of system design and

historical performance. Repeat backs were frequently used. All 70

igniters exceeded the minimum temperature requirements with the majority

nbc 2000 *F< Test results were sent to the system engineer for

ana ysis and performance treeding.

c. Conclusion

The inspectors concluded that testing of the hydrogen igniters was

jerformed well and that maintenance parsonnel possessed good system

cnowledge. The surveillance procedure, execution, and everall test

coordination were excellent with proper Instrument and Electrical Group

(IAE) supervisory guidance prior to the test. All Unit 2 ignite s

exceeded the minimum temperature requirements of Technical Specification

3/4.6.4.3(b).

III. Enaineerina

E2 Status of Engineering Facilities and Equipment

E2.1 Refaling Water Storage Tank (RWST) Design Issues

a. Insnection Stone (37550)

The inspector reviewed recently identified RWST design issues and

related calculations to determine if the issues were adequately resolved

and the calculations accurately defined the basis. Design issues

included missile shield wall height with respect to tornado accident

analysis and RWST depletion in conjunction with operator response times

for the design base accident. Additionally, the inspector reviewed the

implementation of the Unit 2 RWST wide range level instrumentation

modi fication.

Enclosure 2

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- . - - - - - - . . _ . - . - . - - - - . . - . .

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b. OsServationsand'Findinas

^

McGuire engireering evaluated the RWST missile wall design basis ~ -

-following identification of a concern in this area early in,1997. at i

Catawba. ' The evaluation reviewed the tuinado accident scenario which

-

I

included:a steam break outside of containment in conjunction with-

missile penetration of the RWST at the height of the missile wall

(fourteen feet). The analysis determined the amount of RWST inventory '

required for make up to the reactor coolant system due to shrinkage from

the steam break cool down and the inve'. ory 1:st due to bypass flow to

containment via gravity drain through a residual heat removal: system-

during this time. The inventory below the fourteen foot level was

-adequate for this design requirement. This was documented in' -

.

alculation MCC-1552.08-00 0269. RWST Missile Wall Design Basis ,

Evaluation. revision 1. ,

During a design review in January,1997, the licensee identified that

the operator response times listed in the UFSAR for transfer to cold leg _

recirculation were not consistent with simulator performance,  ;

Corrective actions were comprehensive and included revision e' the

applicable emergency operating procedure, opei'ator training, a .d

evaluation of RWST depletion during a design basis accident, A new RWST

depletion calculation was developed to include the. revised operator

response times and the RWST setpoints were verified. New setpoints were

developed for the wide range level instrumentation modification

installed during this outage on Unit 2.

The inspector reviewed approximately ten calculations associated with

the RWST design issues. In general. the calculations were adequate.

Areas where calculations could be improved included documentation of

assumptions, cross-reference capability, and quality of independent

verification, With the exception of the emergency core cooling system

(ECCS) flow calculations, the calculations were developed in 1997.

T: ve wcre several examples in which an assumption was made but not

douneted. For exam 31e, the RWST pipe diameter for a-nominal 24-inch

pipe was used in the RWST depletion calculations rather than an i

equivalent-diameter for the actual pipe which was_a larger value.

Several references were used to provide different ECCS flow values.

There was some explanation of the basis for the values used within the

alculations: however, there was no discussion in the designated

'ef.sumptions Section" of the calculation regarding which flow model was

acceptable in the given scenario. The inspector noted that several of

these calculations-included design inputs which were developed in'

portions of other calculations; however, there was no cross-reference .

"

which linked related calculations so that revisions in one calculation

could be addressed in all: related calculations.

The inspector identified computation and design input errors in the RWST

depletion calculation which demonstrated that the independent review

function was deficient. Calculation MCC-1552.08-00-0118. RWST Level

'

Enclosure 2

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Setpoints, revision 2. dated October 26. 1997, developed level setpoints

for the narrow range instrumentation (Unit 1) and the wide range level

instrumentation (Unit 2). Section 7.5 of the calculation incorrectly

summed ECCS flows contributing to RWST depletion and used an incorrect

design input value for residual heat removal flow. These errors were

not identified ar.d corrected by the independent design review of the

calculation and this is identifieC as Violation 50-369.370/97-18-03.

Inadequate Design Controls for RWD Setpoint Calculation.

The inspector noted an additic u engineering weakness in the RWST level

setpoint calculation related to conflicting design inputs. The initial

calculation (revision 0) deve'oped the level setpoints for the existing

narrow range level instrumentation in February 1997. Appendix B to the

calculation was added by revision 2 on October 26. 1997, and established

the setpoints for the wide range instrumentation installed by a Unit 2

modi fication. The minimum level calculation included a parameter

defined as the critical height to prevent vortex form 6 tion. The

parameter is independent of the range of instrumentat1on used. The

calculation used two different equations to determine this critical

height. The design input in the Appendix B wide range instrumentation

calculation included a statement quoted from the reference source

stating that the equation used in the narrow rar.ge computation was not

applicable to the conditions of the RWST. There were no corrective

actions by the licensee to evaluate the narrow range minimum level

setpoint or to resolve the stated conflict in design inputs. During the

inspection, the licensee revised the calculation for the narrow range

computation using the Appendix B critical height equation which yielded

a non-conservative result. Further analysis was required and the pump

vendor was contacted to verify that the containment spray system pumps

could sustain short-term operation with air entrainmert. The inspector

cuncluded that the licensee's failure to resolve the conflicting design

inputs within the RWST setpoint calculation was an engineering

corrective action performance weakness in the design control area.

The_ inspector reviewed the Unit 2 modification NSM MG-22496. Refueling

Water Storage Tank (RWST) Modification, r3 vision 2, which installed RWST

wide range level instrumentation and provided freeze protection for this

instrumentation. The modification was installed in accordance with the

design documentation and the post modification testing was adequate to

verify the capability of the instrumentation,

c. Conclusion

A strength was identified for the licensee's identification and

resolution of RWST design issues. The quality of calculations was

generally adequate. An exception was a recent calculation for RWST

level setpoints which demonstrated poor performance in that a violation

was identified for inadequate independent design review and a weakness

Enclosure 2

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. ' was identified for. deficient corrective action to resolve a conflict in

c design inputs. The Unit 2 RWST wide range level instrumentation _ i

modification was installed in accordance with the approved design H

z control program. ,

t

~

E3 --  : Engineering Procedures and Do m ntation 1

E3.1 Solid State Protection System (SSPS) Testina Procedure Deficiencin

( a. Insoection Scooe (37551)  ;

The inspectors reviewed-the licensee's identification of a potential  ;

violation of TS action statements.for-SSPS testing to evaluate the-

potential impact on system operability and nuclear plant safety.

b. Observations and Findinos .

m

On November 11, 1997, the licensee determined that the functional

'

testing required per TS 4.3.1.1 and TS 4.3.2.2 for McGuire Units 1~and 2 .

. SSPS had not been adequately performed to verify operability. .The

e testing performed in accordance with PT/0/A/4601/008A and

,

PT/0/A/4601/0088 had not appropriately tested the Permissive Interlock

P-14 Feedwater Isolation on Steam Generator Hi-Hi level. Feedwater

Isolation on Safety Injection, and the Permissive Interlock P-10 Source

Range Automatic Block functions. The procedures were judged inadecuate

since internal card failures could have potent 411y gone undetectec

during logic testing. Additional reviews indt.ated that the test

,

design developed by-the nuclear steam supply atem (NSSS) vendor, for

, these circuits was inadequate to verify proper operation of the SSPS

logic cards.

Since Unit I was operating in Mode 1. the licensee immediately com

with TS 4.0.3 until the procedures'could be revised and executed. plied

.

Technical Specification 4.0.3 allows 24 hours2.777778e-4 days <br />0.00667 hours <br />3.968254e-5 weeks <br />9.132e-6 months <br /> to complete the necessary

testing to verify operability. Unit 2 was de-fueled for the Unit 2 E0C

11' outage. The newly revised test procedure was reviewed to ensure that

'

no additional reactor trip risks were introduced. The testing was

completed with satisfactory results and the 'Jnit 1 SS?S trains were

. verified operable. The licensee completed the testing on November 12-

, and exited the action-statement prior to exceeding the 24-hour allowed ,

outage time. The licensee. stated that a detailed cause evaluation would

be performed within 30 days and the results would be presented to

-station management and the NRC via an LER.

I c. ~ Conclusions

The-inspectors concluded that-the licensee failed to establish an

~. adequate procedure for SSPS testing to ensure proper operation of the

- system during all potential failure modes. The inspectors recognized

ithat the. licensee response to the discovery was good. The inspectors

e Enclosure 2

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--

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. _ _ _ . . _ .._ . _ _ _ _ _ . _ _ _ _ _ . _ _ _ . . _ _ . _ _ _ _ . _ . . . _ . _

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.l

Jalso noted.that no circuits were determined to be inoperable.'following

the additional logic testing. - As a result the inspectors concluded  ;

that the licensee s--failure to establish adequate procedures for_ testing

of the SSPS logic circuitry constituted a TS violation. However, this i

non repetitive, licensee-identified and corrected violation is being

treated as a Non Cited Violation (NCV), consistent with Section VII.B.1- '

of the NRC Enforcement Policy; NCV 50-369.370/97-18 04. Inadequate

Procedure for-SSPS Testing.

'

E3.2 Inadeauate Testina of Diesel-Generator Lube Oil System Valves  !

a. Insoection Scooe (37551)- i

f

The inspectors reviewed the cause for a failure to adequately conduct _

the quarterly stroke time test valves 1(2)LD108A and 1(2)LD119B as

specified by the McGuire inservice test program. These valves-

automatically open when differential pressure across the Unit 1 and 2

emergency diesel generator lube oil filters reaches the established

setpoint to maintain oil flow to the diesel engines.

.

b. Observations and Findinas

On October 30, 1997 the licensee determined that the procedure for

Diesel Generator Lube 0il System Train B Valve Timing PT/1/4350/006B. ,

was inadequate to accurately test valve performance. The licensee was

performing stroke +1me testing of the valves using a stopwatch while the

normally utilized plant computer was removed from service-for

modifications. The tests measured a. valve stroke of approximately 8

seconds which was beyond the procedure defined acceptance criteria. The  :

licensee reviewed previous test data and recognized that during earlier

stroke time testing of the valve, a consistent value of approximately 2

seconds was recorded. Subsequent reviews of plant computer points used -

for stroke time testing of valves revealed that the earlier measurements

were incorrect and did not reflect a full stroke of the valve from the

closed to open position. . Using the computer points identified in the

procedure, the measurement was from the " closed" position to the "not

closed" position instead of the "open" positinn.

Test results using a stopwatch indicated a stroke time of approximately

-5-7 seconds for each of the valves._ The procedure specified an

acceptance criteria of-2 seconds: however.- the system required stroke

time was 60 seconds to su] port continued diesel operation. The-licensee

compared the results of. tie: test to other test data obtained during ,

motor operated valve testing (GL 89-10) and confirmed that.the results

obtained using a stopwatch closely matched the GL 89t10; test data.

Changes were implemented for the stroke time testing procedures for the-

Unit l'and Unit 2 emergency diesel generator M e oil systems. Testing

-was completed using-a stopwatch. An operability evaluation was

-

completed that indicated that the diesel generators as well as the- - -

Enclosure 2. ,

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28

affected valves were operable with respect to their required function

since the actual valve stroke times met the IST program stroke time

requirement. The licensee also performed reviews of other IST tested

valves to identify other valves that may not be tested appropriately to

ensure operability. No related issues were identified.

c. Conclusions

The inspectors recognized that the licensee's failure to meet IST

program prescribed test requirements was due to an inadequate procedure

and the failure of the licensee to review the validity of computer

points used for stroke time testing. However, based on the safety

significance of this event, the licensee's efforts to review and

evaluate test results against GL 89-10 data, and review for other

problems, this non-repetitive, licensee-identified and corrected

violation is being treated as a Non-Cited Violation, consistent with

Section Vll.B.1 of the NRC Enforcement Policy. NCV 50-369.370/97-18-05.

Inadequate IST Surveillance Procedure.

E4 Engineering Staff Knowledge and Performance

E4.1 Review of Doerator Aid Computer (OAC) Reolacement

a. Inspection Scone (37551)

The inspectors reviewed the OAC replacement modification to monitor

implementation of the project. adequacy of design controls, adequacy of

'

compensatory measures for control room integrity and compensation for

loss of parameters during the no-mode phase of the project.

b. Observafions and Findinas

The McGuire Unit 1 OAC replacement, was implemented during the 2E0C11

outage under Nuclear Station Modification NSM MG-12412/00. The original

computer was a early 1970's vintage Honeywell 4400 process monitoring

system. This system had become increasingly difficult to maintain due

to s)are parts availability, had limited input / output, processing and

graplics capabilities.

In addition to re) lacing the OAC, additional systems were replaced and

integrated into t1e OAC to provide plant monitoring functions. These

included the Plant Events Recorder, the ESF Bypass Status Indication

System, the Transient Monitoring System. the Unit Interface Controller

and Diesel Generator Diagnostic Engine Monitoring Systems.

The inspectors reviewed various portions of the OAC installation.

Walkdowns of the work areas for the OAC project were performed

periodically. The inspectors reviewed compensatory measures that were

established for cable routing through control room penetrations related

to the OAC replacement modification. The inspector monitored the cable

Enclosure 2

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pulling process and found the implementation of the compensatory

-measures well executed with adequate support from 03erations personnel.

The inspector monitored the variation notices that lad been issued for

the OAC replacement inodification. The inspector considered that the

changes were mostly minor and of a type that would normally be

encountered in this size of project.

The inspector considered the OAC replacement project to be effectively

implemented. Engineering support to the OAC project was similar to that

observed on the Unit 10AC replacement and was considered excellent.

The significantly low number of problems encountered during the project

implementation indicated effective planning and engineering during all

phases of the project.

c. Conclusion

Engineering activities associated with the OAC replacement project were

determined to have appropriate design controls with good overall

engineering performance. Compensatory measures established for cable

pulling through control room penetrations were observed to be

conservative and pro)erly implemented. The replacement should improve

the reliability of tie OAC at McGuire and greatly enhance the amount and

clarity of information available to operator about the operational

status of the plant. The safe implementation of the new OAC for both

Unit 1 and 2 was considered a strength. Management attention throughout

the project's implementation was good.

E7 Quality Assurance in Engineering

E7.1 Unit 2 Steam Generator Replacement Proiect (SGRP) Modifications

a. Jm pfenlign_Vcone (50001)

The inspector reviewed the implementation of the Unit 2 SGRP

modifications to determine if they were installed in accordance with

applicable design change documents and the licensee's approved design

control program. The review included resolution of field discreaancies,

processing of field changes, post-installation inspections, and QA

oversight. The following modifications were reviewed:

NSM 29810 Modify SG Instrumentation Tubing

NSM 29915 Auxiliary feedwater System Elbow Replacement Due to SG

Nozzle Replacement

NSM 29610 Nuclear Sampling System Piping Reroute Due to SG

Nozzle Relocation

Enclosure 2

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NSM 29420 Main feedwater System Piping Reroute Due to SG Nozzle

Relocation

NSM 29230 Replacement SG Insulation

b. Observations and Findinas

,

implementing procedures included appropriate detail and quality control

inspection hold points. Identified field discrepancies were adequately

addressed and resolved. Post-installation inspections were adequate to

verify the installation was consistent with the design drawings. Field

changes were processed in accordance with approved design controls.

Quality assurance involvement and oversight were adequate,

c. Conclusion

Unit 2 SGRP modifications were implemented in accordance with the

approved design control program. 0A involvement and oversight was

adequate.

E8 Hiscellaneous Engineering Issues  !

E8.1 (Closed) AD)arent VIO (EEI) 50-369.370/96-02-01 and VIO EA 96-80 01013:

Inadequate :reeze Protection Procedures Causing Inoperability of RWST

Level Transmitters.

On May 9. 1996. EEI 50-369.370/96 02-01 was cited as a severity level

III violation (EA 96-80-01013) with a civil penalty of 5 50.000.

Significant reviews of the corrective actions taken for the subject

violation were previously performed in IR 50-369.370/96-10. Numerous

corrective actions were implemented including: increasing the setpoint

of the RWST enclosure thermostats; operability verification of the other

RWST level transmitters: procedure revisions to require checking of the

RWST enclosure thermostats; and installation of low temperature computer

alarms. The licensee also implemented a cold weather task force to

further improve their freeze protection programs at all sites. However,

additional design problems were identified by the NRC concerning the

adequacy of the RWST enclosure heaters late in 1997 which resulted in an

additional violation for oversized heaters being installed in the RWST

enclosures (see Section E8.2). Based on these previous reviews and

reviews perfonned regarding freeze protection readiness conducted during

this inspection period, the inspectors concluded that corrective actions

have been taken to address this violation. In addition to the

corrective actions identified in the licensee *s response to the

violation, significant modifications have been performed on the Unit 2

RWST level transmitters, including improved design capabilities for

implementing freeze protection. These actions were further discussed in

Sections 04.1 and E2.1. Implementation of similar modifications on Unit

1 are planned during the next scheduled refueling outage. Based on the

inspectors' review, this violation is closed.

Enclosure 2

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E8.2- (Closed) VIO 50-369.370/97-04-04: Failure to Ensure Installation of  :

Correct Heaters-in RWST Enclosure j

This issue involved the NRC's identification of oversized freeze-

' protection heaters installed in the RWST level transmitter enclosures.  :

i

The violation constituted a potential for overheating of the RWST level

transmitter enclosure and the transmitter exceeding its upper-

temperature range. Immediate corrective actions for the violation

included the performance of-a conditional surveillance to ensure that .

the temperature for each safety-related level transmitter remained ,

-within allowable limits until the heaters could be rcplaced. ,

-

The licensee subsequently installed the appropriately sized heaters in-

the subject enclosures and added a high temperature alarm to alert--

control room operators of a- failed thermostat that could result in

excessive RWST enclosure temperatures. Additional licensee actions-

concerning this issue were previously described in section E8.2_, :This .

,

violation is closed. ,

E8.3 (Closed) Insoection Followuo Item (IFI) 50-369.370/97-01-02: RWST

Design Basis

This item addressed RWST design issues identified by the licensee early

in 1997. These included RWST depletion and operator response times in a

design basis accident and the design basis for the RWST missile shield

wall.

The licensee evaluated and resolved these design issuts. 41s is

'

discussed in section E2.1 of this report. Additional:v. ' design basis

review of the refueling water system was initiated to f urther assess the

system design basis. The inspector concluded this item was adequately

addressed.

IV. Plant Support

P4 Staff Knowledge and Performance in Emergency Preparedness-

P4.1 Results of December 11. 1997. Site Auamentation' Drill (71750) 4

On December 11, 1997, the licensee conducted an unannounced McGuire Site

emergency. preparedness augmentation drill. The drill involved the- ,

aarticipation of approximately 180 responders to the Technical Support

enter. Operations Support Center, and the uptown Charlotte Emergency.

Operations Facility. All drill objectives were determined:to have been

met and all of the facilities were manned within the required times. A

drill critique was performed.and identified several minor areas for

improvement. The insaectors concluded that the ability of the McGuire .

-site to fully staff t1e required ebrgency preparedness areas was being

adequately demonstrated.

r

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Enclosure 2

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SI- = Conduct'of Security and Safeguards Activities

51.1 Licensee' Reoort of Potential Eauioment Tamoerina Event-

.a. Insoection Scooe (71750)=

The-inspectors reviewed events surrounding a report of potential

equipment tampering on Unit 2.

b. Observations and Findinas

Between December 2. 1997. and December 4, 1997, with Unit 2 in Mode 6

near the end of a refueling outage and Unit 1 operating at 100 percent

power,- the licensee discovered indications of potential tampering with

the Unit-2 upper and lower personnel air locks air seals. The damage

was identified during the performance of testing of the air lock to i

support restart of the unit. It appeared that a sharp instrument-was-

used to puncture or slash approximately 1- to 2-inch long cuts in the

seals on the hinge side of t1e door seals. The licensee informed the

resident inspectors of the indications and regional NRC management was  :

i

-

then notified. On December 5. 1997, a Regional NRC inspector arrived

on-site to review the event and monitor the licensee's response. The 4

results of this inspection were documented in Inspection Report 50- l

369.370/97-19.

'

The inspectors responded by ins)ecting both the upper and lower airlock.

It was determined that all of tie seals (total of eight) had indications

y of tampering, with several of the cuts later. determined to be through

'

wall punctures of the seals. Extensive tours were then conducted by the

L inspectors on December 4 inside the Unit 2 containment. No additional

[ indications of tampering were identified. The inspectors also performed

- additional walkdowns in safety-related and important-to-safety areas

affecting in both units through the end of the inspection period. ,

Specific licensee actions taken to address the event included:

. Replacement of all'the Unit 2 personnel airlock door seals

'

.- Heightened awareness of operations, radiological controls, and

. _ security personnel to potential tampering events

,

,

.- Increased plant management tours and posting of security guards at

"

the-subject airlocks .

1

Initiation ofJoutage restart valve lineup on Unit 2 and 100

'

.

percent verification of all instrument root valves within the Unit

2. containment (approximately 480 valves)

.

'

. Development and performance of a ' Unit 2 critical valve checklist

which would re-verify the essential emergency core cooling system .

u

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Enclosure 2

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flowpaths within the containment before restart

  • Inspection of the Unit 1 vital areas outside containment

A telephone call was conducted on December 4,1997, between the licensee

and NRC Headquarters and Region 11 to discuss the results of the

licensee's initial investigation and future plans. The licensee

formally reported the tampering event to the NRC on December 4. 1997.

On December 15. 1997, an additional telephone call was held between the

licensee and NRC Headquarters and Regional Management prior to the

restart of Unit 2 from the refueling outage. In the call, the licensee

described the status of their investigation and what actions had been or

will be taken to support safe operation of both units. The licensee

indicated that no additional indications of tampering had been

identified on either unit.

c. Conclusion

The inspectors concluded that the licensee's response to the identified

tampering event was adequate. Subsequent inspections of both Unit 1 and

2 systems identified no additional indications of tampering. Further

reviews of this event were detailed in Inspection Report 50-369.370/97-

19.

V. Manaaement Meetinos

X1 Exit Heeting Summary

The resident inspectors aresented the inspection results to members of

licensee management at t1e conclusion of the inspection on December 17, 1997.

At a visiting inspector exit on December 12. 1997, the licensee expressed

dissenting comments on the inspectors * observations documented in Section E2.1

regarding a RWST design calculation issue. Following the end of the

inspection period, the licensee provided the following written statement to

document their dissenting comments:

The subject Duke calculation contains a statement that a previous

version of vortex calculation was not aapropriate for the height to

diameter ratio of the FWST geometry. T1e statement in the Duke

calculation was meant as a restatement of an assertion contained in an

academic paper published by an author who developed a new correlation.

The statement in the Duke calculation file was not meant to be an

endorsement of that author's conclusion.

The author of the second academic paper brought into question the

applicability of the previous author's correlation for a particular

range of height to diameter ratios. The original academic paper states

that the correlation is appropriate for the height to diameter ration of

the FWST. Resolving the disagreement between these two public domain

Enclosure 2

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>ublications is beyond the scope of the Duke calculation for vortex

Jehavior.

The performer of the revised Duke calculation realized that the new

correlation would generate more conservative results than the original

correlation. This was the basis for choosing the new correlation in the

revised calculation. This decision was not meant as an endorsement that

the previously used correlation was in error in the prior Duke

calculation. Standard Duke working practice in a case where an earlier

calculation is found to be in error would involve generation of a PIP

(10 CFR 50 Appendix B Corrective Action Problem Report) and evaluation

of Operability.

Duke, therefore, respectfully disagrees that this was a violation with

regards to appropriate use of the Corrective Action Program of 10 CFR 50

Appendix B Criterion XVI. In addition, the use of new and more

conservative engineering calculation methods without upgrading previous

calculations is considered a strength and not a weakness by Duke. To

continue to use old methods while new methods emerge would not maintain

an appropriate engineering state of the art. To backfit cll previous

calculations with new calculation methods is not cost effective. Only

when previous methods are shown to be in error will the corrective

action program be used to evaluate the consequences of errors.

[At the exit, this issue was initially identified as a potential violation.

However, after additional review it was documented as a weakness.]

The inspectors asked the licensee whether any materials examined during the

inspection should be considered proprietary. No proprietary information was

identified.

PARTIAL LIST OF PERSONS CONTACTED

Licensee

Barron, B., Vice President. McGuire Nuclear Station

Boyle, J., Civil / Electrical / Nuclear Systems Engineering

Byrum, W., Manager. Radiation Protection

Cash. M., Manager. Regulatory Compliance

Crane, K., Regulatory Compliance

Dolan, B., Manager, Safety Assurance

Geddie. E. , Manager, McGuire Nuclear Station

Herran, P., Manager Engineering

Loucks L., Chemistry Manager

-Thomas. K.. Superintendent. Work Control

Travis, B.,-Manager. Mechanical Systems Engineering

Tuckman, M., Senior Vice President. Duke Energy Corporation

Enclosure 2

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INSPECTION PROCEDURES USED--

^ ~

IP 37550.s -

Engineering 1 .. -

IP.37551:- - Onsite Engineering

~

-IP'50001:  :

Steam Generator Replacement

IP'61726:' 1 Surveillance Observations

-

IP 62707: - Maintenance Observations

LIP 71707':- Conduct =of Operations

c

.

LIP-71714: Cold Weather Protection Preparations

.IP 71750:t - Plant Sup) ort

IP 92903: - Followup Engineering

IP 929016 ' Followup-Operations-

ITEMS OPENED. CLOSED, OR DISCUSSED

-

" OPENED ~

50-370/97-18-01- URI. Hispositioned Containment Isolation Valve -

- During Unit 2 Refueling Operations (Section

02.2)-50-369.370/97-18-02 URI Potentially Inadequate Corrective = Action

.-for Use of Sealant :on Containment Purge

-

.

Isolation Valves (Section M2.3)-

50-369.370/97-18 03- VIO -Inadequate ' Design Controls for RWST-

Setpoint-Calculation (Section E2.1)

50-369.370/97-18-04- NCV Inadequate Procedure- for SSPS Testing-

(Section E3.1)

50-369.370/97 18-05. NCV Inadequate IST' Surveillance - Procedure

'

-(Section:E3.2)

}

CLOSED 4

50-370/97-02-(Rev 0.1) LER- Reactor Trip Due to --Reactor Coolant Pump .

Motor Failure (Section 08.1)

50-369/97-06 LEP. Unit -l' Engineered -Safety Features (ESF)

Actuation Due to Tripping of .tne Main-

~

Feedwater Pumps (Section 08.2)

50-369/97-08-01"

'

URI: Root Cause of Main' Steam Valve Vault ~ Level

Actuation (Section 08.3) -

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~

1501369.370/96-02-01: (EEI  : Inadequate Freeze Protection Procedures

=-

EA 96 80 01013 VIO Causing.Inoperability of.RWST Level

<- = -Transmitters-(Section E8-1) .

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'50-369.370/97-04-04L- VIO- Failure.to Ensure! Installation of Correct

-

-Heaters;in RWST Enclosure (Section E8.2)-

~

!50-369,370/97-01-02 - IFI RWST_ Design Basis (Section E8.3)

DISr,USSED:

LIST 0F ABBREVIATIONS AND ACRONYMS USED:

AFW= -.- Auxiliary feedwater

'CFR- - Code of Federal Regulations

-EA - Enforcement Action

ECCS ,

Emergency Core Cooling System

.EDG -- Emergency Diesel Generator 1

'EEI -

Apparent Violation

E0C -- End OfLCycle

ESF. - Engineered Safety Feature i

GL -

Generic-Letter-

HMS - Hydrogen Mitigation System

IAE - Instrument and Electrical Group

IFI- -

Inspector: Followup Item

-IR --- Inspection Report-

IST -- Inservice Testing

'

LER - Licensee Event: Report

NCV' -

Non-Cited Violation

Nuclear Regulatory Commission

-

NRC - -

,

NRR - NRC Office of Nuclear Reactor Regulation

NSD -

Nuclear System Directive .

NSM -

Nuclear Station Modification

NSSS - Nuc_ lear Steam Supply-System

OAC -

Operator Aid Computer

PDR --

Public Document Room ,

PIP - Problem Investigation Process

PM -

Planned Maintenance i

Pressurizer Relief Tank

'

PRT- -

Periodic Testing

'

PT -

OA ' Ouality Assurance

RHR -

Residual-Heat Removal

-RMWST - Reactor. Makeup Water Storage Tank i

RWST: -

Refueling Water Storage-Tank

.SAIC-'

'

Science: Application International Corporation

.G:S -

Steam Generator.

LSGRP --  : Steam Generator Replacement Project

SSC  :-- Structures, Systems;and: Components

-

SSPS" ' Solid State Protection System

,TS4 -- Technical Specifications

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Enclosure 2 a

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37

UFSAR - Updated Final Safety Analysis Report'

Unresolved item

--

URI -

- VID -

Violation

VN -- Variation Notice

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Enclosure 2 j

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