ML17312B569

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Insp Repts 50-528/97-19,50-529/97-19 & 50-530/97-19 on 970519-0619.Violations Noted.Major Areas Inspected: Engineering & Plant Support
ML17312B569
Person / Time
Site: Palo Verde  Arizona Public Service icon.png
Issue date: 07/21/1997
From:
NRC OFFICE OF INSPECTION & ENFORCEMENT (IE REGION IV)
To:
Shared Package
ML17312B566 List:
References
50-528-97-19, 50-529-97-19, 50-530-97-19, NUDOCS 9707230126
Download: ML17312B569 (94)


See also: IR 05000528/1997019

Text

ENCLOSURE 2

U.S. NUCLEAR REGULATORY COMMISSION

REGION IV

Docket Nos.:

License Nos.:

Report No,:

Licensee:

Facility:

Location:

Dates:

Team Leader

Inspectors:

Approved By:

50-528

50-529

50-530

NPF-41

NPF-51

NPF-74

50-528/97-1 9

50-529/97-1 9

50-530/97-1 9

Arizona Public Service Company

Palo Verde Nuclear Generating Station, Units 1, 2, and 3

5951 S. Wintersburg Road

Tonopah, Arizona

May 19 through June 19, 1997

W. P. Ang, Senior Reactor Inspector, Engineering Branch

P. A. Goldberg, Reactor Inspector, Engineering Branch

W. J. Wagner, Reactor.Inspector,

Engineering Branch

M. F. Runyan, Reactor Inspector, Engineering Branch

D. B. Periera, Reactor Inspector, Engineering Branch

J. W. Clifford, Project Manager, Office of Nuclear Reactor

Regulation

C. A. VanDenburgh,

Chief, Engineering

Branch

Division of Reactor Safety

ATTACHMENT:

Supplemental

Information

'P707230i26

9'7072k

PDR

ADOCK 05000528

6

PDR

TABLE OF CONTENTS

EXECUTIVE SUMMARY

~

~

~

III

Report Details

.

III. Engineering

E1

Conduct of Engineering

E1.1

System Reviews

E1.2

Operability Determinations

E1.3

Condition Reports/Disposition Requests....

E1.4

Surveillance of non-Technical Specification Equipment

E1.5

Independent

Safety Engineers ..

E1.6

10 CFR 50.59 Safety Evaluations and Screenings

E2.2

Facility Conformance to License Conditions and Design

Documents ..............

E2.3

Resolution of Recent Plant Events

.

~ . ~............

Basis

...

1

~

~

1

~

7

...8

....8

....9

... 10

... 19

... 21

E7

Quality Assurance

in Engineering Activities .....................

30

E7.1

Engineering Self Assessments....................

30

E8

Miscellaneous

Engineering

Issues

32

E8.1

(Closed) Violation 50-529/96010-01 ..... ~....... ~....... 32

E8.2

(Closed) Licensee Event Report 50-528/96-175 and 96-200 .... 33

X1

Exit Meeting Summary ..

~ .. ~..............................

35

1

e

EXECUTIVE SUMMARY

Palo Verde Nuclear Generating Station, Units 1, 2, and 3

NRC Inspection Report 50-528/97-19; 50-529/97-19; 50-530/97-19

An inspection team consisting of NRC Region IV inspectors

and the Office of Nuclear

Reactor Regulation Project Manager, performed an inspection at the Palo Verde Nuclear

Generating Station on May 19 through June 19, 1997.

The team reviewed the licensee's

engineering activities to evaluate the effectiveness of the engineering

organization in

performing routine and reactive siteactivities, including the identification and resolution of

technical issues and problems.

The team also ascertained that the licensee was

implementing

a safety evaluation program that conformed to 10 CFR 50.59.

The team found that the licensee's

engineering organization performed good routine and

reactive engineering

in support of operations

and maintenance.

fnrnineerinf

~

All seven of the design modifications reviewed by the inspection team had proper

10 CFR 50.59 screenings/evaluations

and post-modification testing requirements.

Applicable drawings and procedures

were updated accordingly (Section E1.1.1).

Allfive of the deficiency work orders reviewed by the team were adequately

prepared

(Section E1.1.3).

All five design calculations reviewed by the team were accurate and complete

(Section E1.1 e4).

All eight operability determinations

reviewed by the team were performed

appropriately.

In each case, engineering

provided

a detailed discussion of the

degraded

condition and provided an adequate

evaluation of the operability

implications.

Where necessary,

calculations were included to support the

determination of operability (Section E1.2).

Each of the 23 condition reports/disposition

requests reviewed by the inspection

team represented

a quality effort, in which the problem was clearly stated, the

investigation deterrriined a cause,

and the corrective actions were appropriate to the

discrepancy.

Licensee" engineering was providing good support to plant operations

and maintenance

through the condition report/disposition request process

(Section E1.3),

Documentation for three of the seven design modifications reviewed by the team

had minor inconsistencies

that were clarified by the licensee (Section E1.1.1).

er vI'

Only one safety-related temporary modification was outstanding

during the

inspection.

The inspectors concluded that the licensee controlled temporary

modifications in an excellent manner (Section E1.1.2).

jf

i

t

l

f

0

e

The independent

safety engineering

group met the function, composition; and

responsibilities required by the technical specifications.

In addition, the

assessments

and recommendations

of this group appeared to be of high quality

(Section E1.5).

~

Procedure

93AC-ONS01, "10 CFR 50.59 Screenings

and Evaluations," was

conservative with respect to the scope of activities to be addressed

by

10 CFR 50.59.

However, the inspection team identified that other plant

administrative procedures

contained inconsistent guidance that could result in not

performing safety evaluations. for all changes to the facility as described

in the

licensing basis.

Nevertheless,

the licensee's

overall program for implementation of

10 CFR 50.59 was generally conservative

and well understood

by the licensee's

staff (Section E1.6).

The licensee was performing good self assessments

of the implementation of the

requirements of 10 CFR 50.59, but was still in the process of correcting identified

problems (Section E1.6).

System engineers were proactive and effective in providing quality engineering

resolution of technical issues of site activities.

System engineers

provided excellent

engineering support in the troubleshooting

and root-cause determinations

of the

May 31, 1997, reactor trip (Section E2.1).

~

.

The design basis in the Updated Final Safety Analysis Report sections for the

essential cooling water system and the essential chilled water system was

accurately maintained (Section E2.2).

The inspection team identified that the licensee had incorrectly deleted

a Updated

Final Safety Analysis Report required procedure for assuring continued spray pond

system cooling capability beyond 26 days after a loss-of-coolant accident without

performing a 10 CFR 50.59 safety evaluation.

However, the licensee's

engineering

self assessment

had previously identified this condition on May 7, 1997.

This was

identified as a noncited violation (Section E2.2).

The extent and scope of a procedural deficiency that led to a water hammer event

in the Unit 3 containment spray system was not adequately

evaluated

and corrected

to preclude the root cause of the event from recurring,

Specifically, plant

operational procedures

were not reviewed for confusing "if/then" procedural steps

that could be misinterpreted by plant operators.

-This failure was identified as a

corrective action violation (Section E2.3.1).

Six of 20 main steam safety valves that were found to have liftsetpoints outside

the +/- 3 percent technical specification tolerances prior to the recent Unit 3

refueling outage were not reported to the NRC as required.

Although a licensee

analysis of the as-found conditions determined that the design basis had not been

exceeded,

the failure of multiple trains of a safety system is required to be reported

in accordance

with 10 CFR 50.73 (Section E2.3.2).

i

~

The plant material condition and housekeeping

were very good (Section E2.4).

The licensee performed

a good engineering self assessment.

Although the self-

assessment

report was not issued until the last onsite day of the NRC team

inspection, discussions

with licensee personnel

and review of condition reports

confirmed that the self assessment

identified strengths

and weaknesses

of the

engineering organization similar to those identified hy the NRC team (Section E7.2).

Plant Su

ort

~

The licensee's engineering self assessment

identified that approximately

80 commitments to the emergency

plan had been deleted without a 10 CFR 50.59

safety evaluation being performed prior to the emergency plan procedures

being

revised.

This item will be followed as a followup item pending further evaluation

(Section E2.2).

e

Report Details

III. Engineering

E1

Conduct of Engineering

E1.1

S stem Reviews

The team reviewed plant modifications (permanent

and temporary), deficiency work

orders, and engineering calculations associated

with three safety-related systems to

evaluate the effectiveness

of the engineering organization

in performing routine and

reactive site activities.

The three systems reviewed were the essential chilled water

system, essential cooling water system, and the essential spray pond system.

In

addition, the team also reviewed engineering activities associated

with recent

containment spray system water hammer events.

E1.1.1 Permanent

Plant Modification Review

a.

Ins ection Sco

e 37550

The team reviewed the seven permanent plant modification requests

listed in the

Attachment to verify their conformance with applicable installation and testing

requirements.

Specific attributes included: 10 CFR 50.59 safety evaluations,

post-

modification testing requirements,

applicable drawing changes,

updates to the final

safety analysis report, inclusion of necessary

training, and field installation.

In

addition, the team reviewed Procedure

81DP-OEE10, "Plant Modifications,"

Revision 0, to determine the scope of the licensee's

modification process.

b.

Observations

and Findin s

The team determined that the plant modification procedure provided adequate

control for equivalency replacements,

maintenance

modifications, paper change

modifications, and design modifications.

The team noted that the procedure

required a review of the 10 CFR 50.59 safety evaluation as part of "use-as-is" and

"repair" dispositions for material-related problems.

The team found that all seven

modifications had proper 10 CFR 50.59 screenings

and evaluations.

In addition, the

team found that post-modification testing requirements

were adequate to assure

component operability.

The team verified that affected drawings and procedures

were updated

in accordance with the modification packages..

The team verified that

the physical'installations of the modifications associated with Work Orders 696842

and 785094 were consistent with the description in the modification package.

During the review of the seven design modification packages,

the team discussed

the following observations

regarding the documentation for three of the

modifications.

~

Design modification Work Orders 00721193 and 889006 for Unit 2, Train A,

changed the setpoint of a flow transmitter in the essential spray pond

system.

The instrumentation provided continuous flow indication and a

differential flow alarm to detect

a pipe break by comparing the supply and

return flows in the closed-loop system.

The licensee stated that historically

the indication of Unit 2 return flow had been higher than the supply flow.

The modification revised the span of the supply transmitter so that the

indication of the return flow would agree with the indication of the supply

flow.

In the work order, the licensee had concluded that the material used for

internally coating the carbon steel pipe had potentially failed due to lack of

adhesion

and poor selection for spray pond piping application.

The licensee

was concerned that the flapping and possible separation of the lining close to

the process measurement

of the flow element was providing an erroneous

flow profile.

Upon further evaluation, the licensee concluded that this flow

condition had existed since original startup and appeared to be st'able and

not degrading.

However, the team noted that the licensee had not

determined the root cause of the large difference between the supply and

return flow. Rather, they had only determined that the difference was not

caused by calibration or instrument malfunction.

In further discussions,

the

licensee stated that the original root cause stated in the modification was

incorrect because

the coating was not becoming loose and flapping.

The

team noted that the modification to the supply transmitter allowed the supply

and return flow to agree,

The team reviewed Condition Report/Disposition

Request 2-6-0163, dated

September

3, 1996, which reported that during the performance of the

quarterly ASME Section XI surveillance test, the Unit 2, Train A, spray pond

pump produced

a flow of 16,300 gpm.

While at 16,300 gpm, the pump met

the minimum design basis flow requirement, the pump was declared

inoperable because

the minimum surveillance test flow rate acceptance

criteria was 16,700 gpm.

The team noted that the condition

report/disposition

request recommended

that the system flow be increased

by increasing the orifice size.

Although the report stated that the licensee

could not determine the root cause for the reduced flow condition, the report

concluded that the single most likely contributing component resulting in low

flow was pump degradation

and the second largest contributor was the

increase

in system resistance

caused

by corrosion of the carbon steel piping.

In accordance

with the recommendation

of Condition Report/Disposition

Request 2-6-0163, design modification Work Order 785094, dated

January

14, 1997, replaced the orifice plate in Train A of the spray

pond

system with a larger orifice plate in order to increase'the flow in Train A.

i

The modification was applicable to Train A in all three units.

The

modification stated that Train A flow was historically lower than Train B and

the cause of the reduced flow was due partially to the design of Train A,

which had a longer run of pipe than Train B. Nevertheless,

the licensee

'ndicated

that they did not know the actual root cause of the degradation of

Train A flow.

The team reviewed Condition Report/Disposition

Request 3-7-0003, dated

January 6, 1997, which documented

that the system flow was low for the

Unit 3 spray pond Train A pump.

In this condition report/disposition

request,

the licensee concluded that the cause of the low flow condition was a

combination of changing the method of recording flow data and the

instrument re-span of the supply flow transmitters.

The team noted that the

reason for this low flow differed from the root causes

documented

in

Condition Report/Disposition Request 2-6-0163.

However, the team

concluded that the low flow conditions were different than that identified

previously and that the licensee's corrective actions were appropriate for the

identified condition.

The team also noted that by increasing the orifice plate

. size, the Train A flow was increased

such that the surveillance test flow

requirements

could be met.

In addition, the team noted that the licensee

was addressing

the spray pond piping corrosion problem since 1995 by using

zinc phosphate

as a corrosion inhibitor and planed to perform a system flush

with zinc oxide at high concentrations.

This was being performed to reduce

carbon steel piping corrosion by providing a protective coating on the piping

and to improve flow conditions.

~

Work Order 736534, dated December 10, 1995, raised the setpoint of

the spray pond pump discharge temperature

alarm from 87 degrees

F to

105 degrees

F for the three units,

The setpoint was increased

because

the licensee determined by analysis that the previous setpoint would be

reached shortly after a loss-of-coolant-accident

and, therefore, would not be

available to provide an alarm if the spray pond system did not perform as

designed.

The design basis limitfor the pump discharge temperature was

110 degrees

F, which was based on the temperature limitof the emergency

diesel generator coolers.

In the modification, the licensee stated that the

new alarm setpoint of 105 degrees

F had enough maigin for operator.

response

prior to reaching the design basis limitof 110 degrees F...

The team was concerned that increasing the alarm setpoint was a

nonconservative

action because it allowed the operators

less time to perform

the required actions to prevent the spray pond temperature from reaching the

design basis limit. The team also noted that the licensee had not determined

how long it would take for the pump discharge temperature to increase from

ll

105 degrees

F to the design temperature

and if there would be adequate

time for the operators to perform the required actions.

In response to this

concern, the licensee determined that there would be a minimum of 3 hours3.472222e-5 days <br />8.333333e-4 hours <br />4.960317e-6 weeks <br />1.1415e-6 months <br />

before the design temperature

was reached.

The team acknowledged that

this amount of time provided adequate

time for the operators to perform the

required actions.

c.

Conclusions

The team found that all seven modifications reviewed had proper 10 CFR 50.59

screenings

and safety evaluations, post-modification testing requirements were

adequate,

and drawings and procedures

had been updated accordingly.

The team

also noted several documentation

inconsistencies

in three of the seven modification

packages that the licensee subsequently

resolved.

E1

~ 1.2 Tem orar

Plant Modification Review

a.

Ins ection Sco

e 37550

The team noted that the licensee did not have any temporary modifications installed

on the three systems selected for review during this inspection.

Therefore, the

team reviewed one temporary modification that was installed on another safety-

related system.

Specific attributes reviewed by the team included the

10 CFR 50.59 safety evaluations

and the license impact reviews.

b.

Observations

and Findin s

The team found that there were only six open temporary plant modifications open

during this inspection.

There were none for Unit 1, three for Unit 2 and three for

Unit 3.

Five of these temporary modifications were on nonsafety-related

systems.

The one safety-related temporary modification was installed in Unit 2 and was

closed and converted to permanent design status by initiation of a design master

work order during the, inspection.

This conversion was accomplished

in accordance

with applicable plant procedures

addressing

temporary modifications.

The team reviewed the safety-related,

Temporary Modification TMOD 2-96-SE-003,

which. reduced excessive

noise in the low power range of Channel

D of the Unit 2

excore nuclear instrument.

The noise reduction was accomplished

by the

installation of two ferrite beads to the logic input cabling.

The team found that the

modification had the proper safety evaluations,

license impact review, operability

evaluations,

and that the post-modification testing requirements were properly

specified.

The licensee evaluations of Temporary Modification TMOD 2-96-SE-003

concluded. that there was no operability concern and no change was required to the

technical specifications.

Conclusions

Based on the review of this one temporary safety-related modification and the low

number of open temporary modifications, the team concluded that the temporary

plant modification program was in conformance with plant procedures

and being

properly managed.

E1.1.3 Deficienc

Work Order Review

a.

Ins ection Sco

e 37550

The team reviewed the five deficiency work orders listed in the Attachment and

reviewed Administrative Procedure

81DP-OCD13, "Deficiency Work Order,"

Revision 10.

The team discussed

some of the deficiency work orders with

appropriate

licensee personnel.

b.

Observations

and Findin s

The team determined that the licensee used deficiency work orders to authorize

"repair," "use-as-is," "rework," or "scrap" of plant systems, structures or

components,

which were in a condition not supported

by any engineering,

design

basis, or design output document.

The team found that the five deficiency work

orders reviewed had comprehensive

10 CFR 50.59 screenings

and/or safety

evaluations.

In four of the five deficiency work orders, the team concluded that the

dispositions were appropriate,

as well as, inspection and testing requirements.

The

team had questions

regarding only one work order.

The licensee used Deficiency Work Order 00661874 to disposition an industry

concern regarding potential gearbox disengagement

of Limitorque HBC motor-

operated butterfly valves similar to those used at Palo Verde.

The licensee had

been informed by a Technical News Report (Operating Event Report 0052593) that

a spine adapter had disengaged

from the drive sleeve in a Limitorque HBC gearbox

at the Beaver Valley Nuclear Power Plant.

Limitorque had informed the licensee that

the possibility existed for the HBC spline adapter to become disengaged

from the

drive sleeve at Palo Verde.

The licensee initiated Condition Report/Disposition

Request 9-4-0033, which affected 23 motor-operated

butterfly valves in each unit

for a total of 69 valves.

In a Limitorque HBC valve, the spline adapter is keyed to the drive sleeve spline and

can separate

in situations where the valve stem is oriented below horizontal or

under seismic conditions where excessive vibrations are present.

If the spline

adapter,

key, and drive sleeve spline form a tight interference fit, this problem will

not occur.

However, if the fit is loose, the key can become disengaged

and the

valve willfail in its existing position.

The existence of the interference fit can be

verified only by disassembly

and a visual check is not sufficient to determine the

degree of tightness.

-,<<

The licensee informed the team that they were aware of the problem and had

inspected

all 69 motor-operated

valves as part of the licensee's

NRC Generic Letter 89-10 program and had verified the interference fit for those valves.

However, the licensee also considered that a secondary mechanism was desirable

to preclude spline adapter disengagement.

The licensee attempted to modify the

valves by inserting a spacer between the spline adapter and the pointer cap, but

abandoned

this plan after determining that the dimensional tolerances of the

gearbox were too unpredictable.

After considering many options, the licensee

developed

a modification to install setscrews

in the spline adapter to prevent the

key and spline adapter from sliding on the valve stem, thus, preventing

disengagement.

The licensee intended to install this modification only on those

HBC gearboxes that did not have or could not be reworked to have an acceptable

interference fit.

The licensee had scheduled

installation of the proposed modification (or verification

of an interference fit) on the HBC gearboxes

in all three units over the next 2-3

years as a secondary

measure for precluding spline adapter disengagement.

In the

interim, stopgap measure, the licensee applied Loctite Compound 290 to the spline

adapter keys to lessen the chance of disengagement

of the key. This activity was

covered under the deficiency work order disposition to Work Order 00661874.

The

licensee appeared

to take adequate

precautions to preclude migration of the Loctite

into the process fluid and only a few drops were applied on each keyway.

Loctite 290 has a quick cure time of about 3 minutes and excess compound was

quickly removed.

The team noted that the spline adapter, key, and drive sleeve spline had to be at

least snug tight for the Loctite compound to form a bond that would provide

resistance to the movement of these parts under load.

The team acknowledged

that the Loctite application was probably better than doing nothing, but was

concerned that the licensee may be using it as a justification for lowering the

priority (and, thus, pushing back the installation timetable) of the tightness

verification or setscrew modification.

Subsequent

discussions with licensee

personnel indicated that.the licensee did not intend to low'er the priority for

tightness verification or setscrew modification.

As a result, the team concluded

that, given the low occurrence

rate of this failure mechanism,

no further followup of

this issue was necessary.

C.

Conclusions

The team concluded that the five deficiency work orders that the team reviewed

were adequately

prepared.

E1.1 4 Review of En ineerin

Calculations

a.

Ins ection Sco

e 37550

The team reviewed the five engineering calculations listed in the Attachment

associated

with the three selected systems, to determine that:

,6

4

~

Required technical, design verification, and independent

design reviews were

performed;

~

Design information was correctly used for setpoint calculations;

~

Calculational and analytical methodology complied with regulatory

requirements,

licensee design guides, license commitments, and industry

practices.

~

Calculational assumptions

were technically reasonable;

~

Open or verification-pending items in the calculations were satisfactorily

resolved or properly identified and tracked for future resolution.

b.

Observations

and Findin s

The team found that the five calculations reviewed were accurate and complete.

The calculation assumptions

were technically reasonable

and the required reviews

were. performed.

c.

Conclusions

The reviewed calculations were accurate, the assumptions

were technically

reasonable,

and the required reviews were performed.

E1.2

0 erabilit

Determine ions

a.

Ins ection Sco

e 37550

The team reviewed the eight operability determinations

listed in the Attachment that

were performed by engineering

in support of operations.

b.

Observations

and Findin s

The team found that the eight operability determinations were appropriately

performed by engineering.

In each case,.the

engineer:provided

a detailed discussion

of the degraded

condition and provided an adequate

evaluation of the operability

implications.

Where necessary,

calculations were included to support the

determination of operability.

c.

Conclusions

Licensee engineering adequately performed the eight operability determinations that

were reviewed by the team.

Licensee engineers

provided good support for

operations by means of the operability evaluations.

0

f

t

0

E1.3

Condition Re orts Dis osition Re uests

a.

Ins ection Sco

e 37550

The team reviewed 23 condition reports/disposition

requests that involved the spray

pond system, essential water, and the chilled water system.

The condition report/

disposition requests

reviewed by the team are listed

~n the Attachment.

b.

Observations

and Findin s

The team found that each of the reviewed condition reports/disposition

requests

represented

a quality effort, in which the problem was clearly stated, the

investigation determined

a cause,

and the corrective actions were appropriate to the

discrepancy.

In some cases,

the level of documentation

was not sufficient for an

independent

reviewer to discern all ramifications of the problem or the thought

processes

used within the disposition.

However, in each of these cases,

licensee

engineers

were able to resolve all concerns.

C.

Conclusions

Licensee engineering

provided good support to plant operations

and maintenance

through the condition report/disposition

request process.

E1.4

Surveillance of non-Technical

S ecification E ui ment

a.

Ins ection Sco

e 37550

The team reviewed surveillance test procedures to verify that equipment for

systems that were not covered by technical specifications were being maintained

reliable and operable.

This included equipment for station blackout, Regulatory

Guide 1.97 instrumentation,

anticipated transient without a scram equipment,

and

the safety parameter display system.

b.

Observations

and Findin s

The team found that there were no design changes

or modifications made during

the last 2 years to the three systems selected that involved nontechnical

specification equipment.

The team verified that the licensee had proper controls for

ensuring, operability of these systems or portions of the systems when not

controlled directly by the requirements of'the technical specifications.

The team

found that these controls. included Administrative Procedure

80DP-OCC01 for

configuration management

of process computer software, which included

equipment for station blackout, anticipated transient without a scram equipment,

and the safety parameter display system.

The Regulatory Guide 1.97.

instrumentation requirements were addressed-in

the Post-Accident Monitoring

Instrumentation Topical 'Report..

c.

Conclusions

The team concluded that the licensee had adequate

procedures

to maintain

equipment and systems, that were not covered by technical specifications, to

ensure system reliability and operability.

E1.5

Inde endent Safet

En ineers

a.

Ins ection Sco

e 37550

The team interviewed independent

safety engineers within the licensee's

Nuclear

Assurance

Operations Department to determine whether they were accomplishing

the functions described

in the technical specifications.

The team attended

a

meeting of the independent

safety engineers

and reviewed completed Nuclear

Assurance

Evaluation Reports to confirm that required independent

safety

engineering verifications were being performed.

b.

Observations

and Findin s

The team determined that the independent

safety engineers

examined, plant

operating events,

NRC issuances,

industry advisories,

and other sources of

operating experience

information.

Based upon those examinations, the independent

safety engineers

made and satisfactorily tracked to completion detailed

recommendations

for improving plant safety.

The team determined that seven full-time engineers were dedicated

as independent

safety engineers.

Each member had at least a bachelor's

degree

in engineering

or a

related science and at least 2 years of professional

level experience

in his field as

required by the technical specifications.

The team noted that the licensee reorganized the independent

safety engineering

organization

in 1994.

What previously had been

a separate

Independe<<t

Safety

Engineering Group had been dissolved, with the independent

safety engineers

being

absorbed

into the Nuclear Assurance

Operations Department (i.e., quality assurance

group).

Independent

safety engineers were assigned to one of four sections within

the department

(engineering,

maintenance,

operations,

plant support).

Each

independent

safety engineer reported through a section leader and department

leader to the Director of Nuclear Assurance.

The team attended

a meeting of independent

safety engineers

on June 4, 1997 and

noted that the meeting served

a large administrative function with little collective

~ discussion of technical issues.

Nevertheless,

the team interviewed two independent

safety. engineers,

both of whom appeared

knowledgeable of the functions and

responsibilities of the position.

C

Conclusions

The licensee's

independent

safety engineers

met the function, composition, and

responsibilities

as required in the technical specifications.

The assessments

and

recommendations

of this group appeared to be of high quality.

10 CFR 50.59 Safet

Evaluations and Screenin

s

lns ection Sco

e

37001

The team reviewed the licensee's

10 CFR 50.59 program guidance,

7 screenings

that concluded that a safety evaluation was not required, and 31 safety evaluations.

The screening

and safety evaluations were associated

with permanent

and

temporary modifications to the plant and procedures,

and licensing document

change requests.

In addition, the team reviewed the licensee's self assessments

of

their 10 CFR 50.59 program and of the quality of completed screening

and safety

evaluations.

Observations

and Findin s

Administrative Re uirements

The licensee's

screening

and safety evaluation process for changes to the facility

was controlled by Administrative Procedure

93AC-ONS01, "10 CFR 50.59

Screening

and Evaluations."

The procedure specified the responsibilities

and the

methods for determining if facility changes,

procedure changes,

and development

and performance of special tests and experiments could be made without prior

Commission approval.

The procedure

also specified qualification requirements for

personnel who were authorized to perform screening, evaluations,

and reviews in

the 10 CFR 50.59 process.

The procedure

required

a comprehensive

description of the change, such that

an independent

reviewer could understand

what, why, where, and how the

change would be done.

Screenings, are performed to determine whether or not a

10 CFR 50.59 evaluation was required.

The procedure defined the scope of

documents that were considered for screening

and potentially for evaluation as

licensing basis documents.

These documents

included the Updated Final Safety

Analysis Report (including the Combustion Engineering Standard Safety Analysis

Report), the Operating License, the Safety Evaluation Report, and correspondence

in

separate

letters to/from the NRC and Arizona Public Service Company that were

referenced

in the Safety Evaluation Report.

The inspectors noted that this scope

exceeded

the minimum requirements of 10 CFR 50.59; therefore, the team

considered this a strength. in the licensee's program.

Administrative Procedure

93AC-ONS01 provided screening criteria for facility

changes

by using four questions that were amplified in the procedure.

If the results

of the screening concluded that a safety evaluation was not required, the procedure

required that a detailed justification be provided for all "no" answers.

If the results

10

of the screening

concluded that one or more of the screening criteria were met, the

process

required

a safety evaluation to determine if the change constituted

an

unreviewed safety question.

The team had the following observations

relating to

Procedure

93AC-ONS01 and discussed

them with the licensee:

(1)

The procedure

required that the safety evaluation explain the application of

criteria to determine why the change may or may not be implemented with

no effect on nuclear safety.

This implied that the 10 CFR 50.59 evaluation

was a safety standard,

as opposed to a determination whether or not prior

Commission approval is required for a proposed

change;

(2)

The procedure

called for determining if the proposed

change

"required" a

technical specification change,

as opposed to addressing

whether or not the

proposed

change "involves" a technical specification change.

While the

team did not find any situations for which this wording affected the outcome

of a safety evaluation, this difference in wording provided the potential for

missing the intent of the rule, which was to have the technical specifications

reflect the actual plant design and limiting conditions;

(3)

The licensee used several different terms in the specific safety evaluation

questions for defining the scope of the safety evaluation.

For example, the

safety evaluation questions

used the terms "licensing basis," "quality-related

equipment," and "equipment that has a discernible impact on. nuclear safety

or hazard of radioactive release" to define the scope of the evaluation.

Although the team did not identify any safety evaluations that were limited

due to these inconsistencies,

the potential exists for misinterpretation of the

scope of the safety evaluation.

(4)

The procedure only considered

dose to the public (10 CFR Part 100) in its

consequences

evaluations,

as opposed to also considering the dose

consequences

to those onsite (10 CFR Part 20). Although the team did not

identify any instance where this would have changed the outcome of a

screening

or safety evaluation, the potential exists for not meeting the full

intent of 10, CFR 50.59.

During the inspection, the licensee:provided'a

draft change to

Procedure

93AC-ONS01 that, when implemented, would resolve these concerns.

The team identified that safety evaluations were not required for certain

changes that were identified as "paper only" changes.

Administrative

Procedure

81DP-OEE10 defined these changes

as those that change design

documents to reflect the current plant physical configuration.

For example,

Work Order 00696862 updated

a technical manual that was referenced

in work

procedures to allow plugging a percentage

of esseritial chilled water heat

exchanger tubes to a specified value that was within the bounds of a revised

calculation.

The work order; stated that because

the change.was

a paper change

only, a 10 CFR 50.59,screening/evaluation

was not required.

Although the team

determined that this specific change did not require a safety evaluation, the team

11

was concerned that this process constituted

a 'pre-screening'f

changes,

and could

potentially inhibit performing a formal screening

as specified in Administrative

Procedure

93AC-ONS01.

In evaluating this "paper only" change process, the team

identified several administrative procedures that permitted such

'pre-screenings'ithout

evaluating the change against the screening criteria specified in

Administrative Procedure

93AC-ONS01.

In further evaluating this concern, the team determined that Administrative

Procedure

81DP-OEE10, "Plant Modifications," discussed

criteria to be used in

determining whether or not a screening was required for "paper only" changes.

The

criteria was, "... [c]ould the change affect the conclusions

reached

in the Updated

Final Safety Analysis Report/Design

Basis about the design, function or method of

performing the function of a structure, system or component described

in the

Updated Final Safety Analysis Report/Design

Basis, or does the change affect

technical specifications?"

The screening criteria contained

in Administrative

Procedure

93AC-ONS01 included:

(1)

Any change to the description of a structure, system or

component which may alter its design, function, or method of

performing its function as described

in the Updated Final

Safety Analysis Report, including Combustion Engineering

Standard Safety Analysis Report, or other Licensing Basis

document either by text, drawing, or any other information

which could have been relied upon by the NRC in granting Palo

Verde's licenses to operate.

(2)

Any change to any structure, system or component not explicitly

described

in the Updated Final Safety Analysis Report which may

affect or alter the function of any structure, system

o'r component

that is explicitly described

in a licensing basis document.

This

includes consideration of changes to systems not classified as safety

related if they have a potential for impacting nuclear safety.

(3)

Any change to any structure, system or component for which credit is

taken in Chapter 6 or Chapter 15 safety analyses

and for which all

allowed outage times, permissible mode conditions, or permitted

reductions in,redundancy

are not specified in the technical

specifications.

(4)

Any change

in plant configuration while work.is in progress.

(5)

Changes to structure, systems or components,

which could affect

topical issues.

(6)

Any change which could potentially impact plant safety.

This

includes consideration of the plant design requirements,

intended or

unintended

operation of equipment, potential failure modes of

component,

human errors, and plant conditions.

12

f

(7)

Specific review of Generic Letter 95-02 when considering analog-to-

digital instruments and control system replacements.

(8)

A change

in the design basis or licensing basis of the plant to make it

agree with the as-built plant may constitute

a change

in the facility

and, thus, require a "Yes" response

and an Evaluation even though no

physical change

is to take place.

(9)

And, if the as-built condition of the plant is to be changed to agree

with the licensing basis, an evaluation may not be required.

Therefore, the team concluded that the criteria used in Administrative

Procedure

81DP-OEE10 did not fully consider the criteria required for a screening

as required in Administrative Procedure

93AC-ONS01 such that the potential existed

for an inadequate

screening of "paper only" changes.

However, the team did not

identify any procedure

changes that would have required a safety evaluation to be

performed as a result of this 'pre-screening'rocess.

The team identified a second example of the potential for prescreening

of changes.

Administrative Procedure

01DP-OAP01, "Procedure Process,"

used

a flow chart

with questions for determining if a procedure

change constituted

an "intent

change."

The identification of an "intent change" required a screen of the

procedure change against the criteria in Administrative Procedure

93AC-ONS01.

The questions

in Administrative Procedure

01DP-OAP01 require determinations

regarding whether the proposed

change involved:

~

Changing the objective or purpose of the procedure

~

Causing

a system or component to be used in a manner outside the design

basis

Change the sequence

of activities or methods described

in the Updated Final

Safety Analysis Report

~

w

Limitthe ability of the structure, system or component to perform its safety

function

~

Alter current licensing/design

basis acceptance

criteria

Procedure

93AC-ONS01 required the performance of a safety evaluation for a

change to a procedure that is outlined, summarized,

or completely described in the

licensing basis; therefore, the team concluded that the criteria used in the two

procedures

were=inconsistent.

As mentioned previously, the team'did not identify

any procedure changes that were not appropriately screened

as a result of the

inappropriate

use of "intent only" changes.

13

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0

The licensee acknowledged

the team's concerns

and stated that they had a program

underway to reevaluate their use of criteria in multiple procedures that affected the

10 CFR 50.59 screenings

and safety evaluations.

b.2

Screenin

s and Evaluations

The team reviewed 7 sreenings to determine if safety evaluations were required.

The team determined that the licensee had appropriately screened

the proposed

changes.

The team also reviewed 31 safety evaluations with the following

comments or observations:

The team considered that 24 of the 31 evaluations reviewed contained the

appropriate information to conclude that no unreviewed safety question

existed.

For 5 of the 7 remaining evaluations, the team needed additional information

beyond that provided in the safety evaluations to understand

how the

licensee concluded that no unreviewed safety question existed.

The team

noted that this level of documentation

was not consistent with the guidance

of Administrative Procedure

93AC-ONS01.

The procedure stated that the

safety evaluation would provide sufficient explanation so that a qualified

reviewer could draw the same conclusion based on the information provided.

This concern had been previously identified in the licensee's

internal audits

'ver

the past 3 years (see Section b.3 of this report).

Despite this

weakness,

the team did not identify any safety evaluations that would have

resulted in a determination that an unreviewed safety question existed.

In

addition, the licensee had taken corrective action for this concern by

conducting training in November 1996 on the weaknesses

they had

identified through their own audits.

Evaluation Lo

96-00017 - This change involved an interpretation of the

operability requirements for the post-accident

sampling system. The change

provided an interpretation that only the primary instrumentation could be

used to determine system operability, and that alternate instrumentation was

not appropriate.

The team considered this interpretation to be noteworthy in

that it was conservative,

and that the safety evaluation appropriately

concluded that the change did not involve an unreviewed safety question or

a change to the technical specifications.

Evaluation Lo

96-00014- This safety evaluation involved an extension of

the peak fuel rod burnup associated

with fuel handling accidents.

The team

was concerned that the licensee had not performed a 10 CFR 50.59 safety

evaluation for a change

in the method of calculating the source-term. for the

fuel handling accident analysis.

The evaluation stated that Updated Final

Safety Analysis Report, Section 15.7.4.1.3, used

a different method (i.e.,

Regulatory Guide 1.25) to calculate the-amount of radioactive gasses

released

during a fuel handling accident than was currently used by the fuel

vendor (Asea Brown Boveri Combustion Engineering).

Specifically,-the

14

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vendor used

a computer code called FATES, which was the method specified

in ANSI/ANS-5A - 1982, "American National Standard for Calculating the

Fiactional Release of Volatile Fission Products from Oxide Fuel Elements.",

The evaluation justified this use of the FATES computer code based on the

NRC's approval of this method at another licensee and the vendor's letter,

which stated that the use of the FATES code was acceptable for use at Palo

Verde.

The team concluded that a 10 CFR 50.59 safety evaluation was required for

the change

in analysis methodology described

in the Updated Final Safety

Analysis Report and did not agree that the approval of the use of this

computer code for another licensee applied to the Palo Verde licensing basis.

The team noted that the vendor's letter, dated January 15, 1996, stated that

the vendor's evaluation was suitable for reference in a 10 CFR 50.59 safety

evaluation performed by Palo Verde.

This appeared to support the team's

concern that a 10 CFR 50.59 safety evaluation should have been performed

before the FATES computer code was used.

The vendor's letter also stated

that:

Asea Brown Boveri Combustion Engineering Nuclear

Operations

(ABB CENO) used the FATES code with the

ANS 5A model in 1991... in conjunction with the

implementation of a 52 MWD/kgU peak rod average

burnup at Palo Verde Nuclear Generating Station.

Asea

Brown Boveri Combustion Engineering Nuclear

Operations concluded that the dose consequences

were

bounded

by the initial analysis of record (Updated Final

Safety Analysis Report initial analysis using Regulatory

Guide 1.25) and, therefore, the Palo Verde Nuclear

Generating Station Updated Final Safety Analysis

Report statements

concerning the dose calculation were

not changed.

The licensee indicated that, although the FATES computer code was used to

generate the source term for the fuel ha'ndling accident analysis, the Updated

Final Safety Analysis Report use of Regulatory Guide 1;25 remains bounding.

Therefore, the licensee concluded that there was no need to update the

Updated Final Safety Analysis Report to reflect the actual analysis methods

of record.

Although the current Updated Final Safety Analysis Report may

be bounding, the team pointed out that 10 CFR 50.71(e) requires that the

information included in the Updated Final Safety Analysis Report contains the

latest material developed.

The licensee also provided Condition Report/

Disposition Request 9-6-0010, which stated:

"... the current analyses of record for Palo Verde

Nuclear Generating Station fuel handling accidents have

not used the methods described

in Reg. Guide 1.25.

Additionally, the assumptions

of Reg Guide 1.25 no

15

longer apply to Palo Verde Nuclear Generating Station

as fuel burnup now exceeds

the limits in Reg.

Guide 1.25.

Methods currently in use have been

approved

by the NRC for use by [another licensee]."

The licensee identified that the original staff licensing safety evaluation

report for the Combustion Engineering Standarrl Safety Analysis Report

Design, NUREG-0852, Section 4.2, "Fuel System Design," as referenced

in

the Palo Verde licensing safety e'valuation report, NUREG-0857, specifically

referenced

use of the:FATES code.

However, the team concluded that this

section of the safety evaluation report applied to the material properties and

analysis of fuel centerline melt limit, and not for use in generating the source

term for fuel handling accidents

in the Chapter 15 fuel handling accident

analyses.

At the conclusion of the inspection, the licensee was still

researching

documents for applicable evaluations.

This issue will be

followed as an unresolved

item pending completion of the licensee's review

of additional evaluations (50-528;-529;-530/9719-01).

b.3

Licensee Self-Assessments

Administrative Procedure

93AC-ONS01 required that the Department Leader,

Nuclear Regulatory Affairs, annually evaluate the overall performance of

10 CFR 50.59 screenings

and evaluations.

The team verified that this

evaluation was performed, and reviewed the Significant Root Cause Investigation,

Condition Report/Disposition

Request 9-6-Q417, that documented

these findings.

The team also reviewed 6 months of reports (October 1996 to April 1997) of a

special nuclear assurance

evaluation program, which assessed

the adequacy of

the 10 CFR 50.59 program by reviewing the completeness

of approved screenings

and safety evaluations.

Although these licensee evaluations concluded that the

licensee's performance

in implementing their 10 CFR 50.59 program improved from

1995 to 1996, these assessments

also concluded that the program was not

improving further.

Deficiencies identified in subsequent

assessments

further

indicated that the licensee's

Level

1 program goals were not being met.

Based on

the licensee's criteria of requiring 95 percent of all screenings

and safety

evaluations to contain no technical errors (defined by a set of 14 different criteria),

the licensee concluded -that the quality of their 10 CFR 50.59 screenings

and safety

evaluations were inadequate.

The NRC team's questions

and concerns regarding the licensee's implementation of

the requirements. of 10 CFR 50.59 reflected some of the same concerns identified

by the licensee's

line and independent

assessments.

C.

Conclusions

The team found that the 10 CFR 50.59 screenings

and safety evaluations provided

substantive

information that supported the licensee's conclusions.

Although the

guidance contained

in the licensee's

administrative procedures

contained

inconsistencies

with respect to the requirements of 10 CFR 50.59, the licensee had

16

I ~

0

0

0

t

,ll

corrective actions in place to address these weaknesses.

The licensee's

administrative procedure for 10 CFR 50.59 screenings

and safety evaluations

had a

broad scope and provided adequate

guidance for performing safety evaluations.

The team identified several minor procedural weaknesses

that could result in not

appropriately screening changes to the facility as described

in the licensing basis;

however, the team did not identify any examples where a safety evaluation had not

been performed as required.

The licensee's

overall program for implementation of

10 CFR 50.59 was generally conservative

and well understood

by most of the

licensee's staff. The licensee had performed strong, self-critical assessments

of

their 10 CFR 50.59 program:and identified significant issues with specific issues

and programmatic concerns that affected the ability of the licensee to improve their

performance.

E2

Engineering Support of Facilities and Equipment

E2.1

En ineerin

Su

ort

Ins ection Sco

e 37550

The team evaluated the extent and quality of engineering involvement in site

activities by reviewing condition reports and interviewing eight system engineers.

Interview topics included management

expectations

for system engineers,

use of

probabilistic risk assessment

in decision making, and training regarding system

interrelations.

In addition, the extent and effectiveness

of the site engineering

communications with other departments,

such as maintenance,

operations,

and

corporate engineering were discussed

and evaluated.

The team performed

walkdowns of the spray pond system and the chilled water system with the

systems engineers.

The team evaluated engineering

involvement with the resolution of technical issues

selected from recent plant events or routine work documents.

Also, the team

evaluated the extent of backlogged

engineering work.

b.

Observations

and findin s

The team observed

good engineering involvement in site activities based on reviews

of events and personnel interviews.

The team noted that the system engineers

were involved in identifying and resolving technical issues affecting the plant.

The

system engineers discussed with the team how they interfaced with operations,

maintenance,

and design engineers to resolve problems.

Approximately 50 percent

of the system engineers interviewed stated that they routinely held monthly system

meetings with maintenance,

design engineering,

and operations to update system

status and planned modifications.

The rest of the system engineers individually

contacted their system counterparts to update system status.

During the interviews, the team determined that the system engineers were

knowledgeable

of their systems

and modifications to their systems.

For example,

during the system walkdown of the essential chilled water system, the system

17

engineer was able to answer all the inspector's questions concerning system

operability and maintenance

requirements,

post-maintenance

testing requirements,

and acceptance

criteria. All system engineers

interviewed were able to discuss past

modifications, recent plans or changes for their system, and future expectations for

their system.

System engineers typically requested

the probabilistic risk

assessment

group to perform a risk assessment

prior to performance of scheduled

maintenance

on their systems.

The team also noted good system engineering

performance subsequent

to the

Unit 3 reactor trip that occurred on IVlay 31, 1997.

The trip was caused

by the

incorrect crimping of two terminal board leads and a missing jumper on the reactor

protection system.

The team noted that a similar event had occurred on May 19,

1997.

Although the licensee's troubleshooting

and investigation efforts could not

precisely determine the root cause of the initial event, during troubleshooting for the

May 31, 1997, event, the licensee's system engineer and instrumentation

and

control technicians were able to determine the cause of the problem.

C.

Conclusions

The team concluded that the system engineers were effective in providing quality

engineering resolution of technical issues.

System engineers were knowledgeable

of their assigned

systems.

The team concluded that the system engineers

provided

excellent support in the troubleshooting

and root-cause determination of the

May 31, 1997, reactor trip.

E2.2

a.

Facilit

Conformance to License Conditions and Desi

n Basis Documents

Ins ection Sco

e

While performing the inspections discussed

in this report, the team reviewed

applicable sections of the Final Safety Analysis Report that related to the selected

plant systems.

The team specifically reviewed Section 9.2.2.1, "Essential Cooling

Water Systems," Section 9.2.5, "Ultimate Heat Sink," and Section 9.2.9.2,

"Essential Chilled Water Systems," of the Final Safety Analysis Report.

The team

also interviewed licensee personnel

and reviewed plant procedures

and calculations

to determine if the in-plant systems were consistent with the description in the Final

Safety Analysis Report.

b.

Observations

and Findin s

The team found that maintenance

of the design basis in the Final Safety Analysis

Report sections for the essential cooling water system and the essential chilled

water system was-very good, in that the team did not find any discrepancies

in,the

two sections.

The team also reviewed Section 9.2.5.1.1.C of the Final Safety Analysis Report for

the spray pond system, which stated that procedures for assuring continued cooling

capability beyond 26 days were available,

The licensee indicated that the

18

~

~

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0

requirement to have procedures

in place to ensure continued capability of the

ultimate heat sink was required for compliance with Regulatory Guide 1.27.

The

regulatory guide required 30 days of ultimate heat sink inventory without makeup.

Since the licensee's

ultimate heat sink.was designed for 26 days of water

inventory, the licensee was committed to have an analyzed alternate means of

complying with the 30-day requirement by identifying other sources of water and

having'rocedures

in place to ensure the alternate water source could be delivered

to the spray ponds.

The team noted that Emergency Procedure

EPIP-56, "Ultimate

Heat Sink Emergency Water Supply," Revision 5, contained the information

supporting the licensee's commitment to Regulatory Guide 1.27.

When the team requested

a copy of the procedure,

the licensee indicated that it had

been deleted approximately

1 year ago.

In addition, the licensee indicated that their

self assessment

had previously identified this discrepancy

in Condition

Report/Disposition

Request 9-7-Q257, dated May 7, 1997., The engineering self

assessment

(Audit 97-005) had identified that procedures

were not in place to

replenish the ultimate heat sink.

Upon investigation, the licensee had determined

that the emergency planning department

had performed

a total conversion of the

emergency

plan procedures

and revised several emergency plan manuals during the

first half of 1996.

In April 1996, nine commitments, which were applicable to the

ultimate heat sink backup water sources,

were inactivated without performing a

10 CFR 50.59 safety evaluation when the commitments were inactivated.

In

addition, some of the instructions for obtaining a backup water supply were not

transferred into the new procedures

during the procedure conversion process,

due

to the inactivation of the commitments.

The team reviewed the licensee's corrective actions for the condition report, which

included revisions to Procedures

16DPOEP14 and 16DP-OEP15 and reinstatement of

the commitments concerning backup water sources for the emergency spray ponds.

The failure to perform a 10 CFR 50.59 safety evaluation when these commitments

concerning the backup water source for the emergency spray pond were deleted

was a violation of 10 CFR 50.59.

However, the licensee identified this violation

and took appropriate corrective action by revising the applicable procedures to

include the deleted commitments.

The violation was not a repeat of a previous

violation and did not appear to be willful. This non-repetitive, licensee-identified

and

. corrected violation is being treated as a noncited violation, consistent with

Section VII.B.1 of the NRC Enforcement Policy (50-528;-529;-530/9719-02).

The team noted that Condition Report/Disposition Request 9-7-Q257 also identified

that approximately 80 commitments to the emergency plan had been deleted

without a 10 CFR 50.59 safety evaluation being performed prior to the emergency

plan procedures

being revised.

At the time of this inspection, the licensee had-

not completed the corrective actions. for this aspect of the condition report.

19

i

The team noted that the licensee's

planned corrective actions included reviewing

all the emergency planning commitments that were inactivated during the procedure

reduction process to determine whether commitments were still contained

in the

emergency

plan, the procedures,

and the Final Safety Analysis Report.

The due

date for completion of these corrective actions was August 25, 1997.

The

licensee's

deletion of emergency

plan commitments and corrective actions will be

reviewed during future NRC inspections.

This was identified as a followup item for

further inspection by NRC emergency

preparedness

inspectors (50-528; -529;

-530/971 9-03).

Conclusions

The team concluded that the licensee had adequately

maintained the design basis of

the essential cooling water system and the essential chilled water system in the

Final Safety Analysis Report.

The team identified a noncited violation for a licensee-

identified deletion of a procedure specified in the Updated Final Safety Analysis

Report without performing a 10 CFR 50.59 evaluation.

The licensee also identified

that approximately 80 commitments had been deleted from the emergency

plan

without performing a 10 CFR 50.59 safety evaluation.

E2.3

Resolution of Recent Plant Events

E2.3.1 Containment

S ra

S stem Water Hammer Events

Ins ection Sco

e 37550

The team reviewed the licensee's

response to two water hammer events that had

occurred in the past 2 years.

The events involved a series of water hammers that

occurred in the Unit 2 containment spray system during the period July 21-26,

1995, and a water hammer in the Unit 3 containment spray system on April 25,

1997.

In selecting these events for review, the team sought to determine the

effectiveness of the licensee's

engineering staff in response to an unscheduled

occurrence

and support of plant operations.

Within this framework, the team

evaluated the licensee's damage assessment

of the events and actions taken to

prevent recurrence.

'.

Observations

and Findin s

1995 Water Hammer Event

Train A of the Unit 2 containment spray system experienced

several water hammer

events during the period of July 21-26, 1995.

These events occurred during

evolutions associated

with startup of Unit 2 from a refueling outage.

A total of

approximately six water hammer events occurred during this period, several of

which were the result of the troubleshooting

efforts.

During the events, licensed

operators

heard loud banging sounds

and observed

pipe vibrations.

The sounds

and

vibrations quickly subsided

and the pump and system ran smoothly after each

event.

The licensee determined that an excessive

amount of air was present in the

20

IJ

system on the discharge

side of the pump.

The licensee postulated that on pump

starts an air bubble collapsed

and sent a pressure wave from the discharge side of

the pump through the pump and back to the refueling water tank on the suction

side.

The licensee initiated Condition Report/Disposition

Request 2-5-0256 to investigate

these events. The licensee did not observe any damage during a piping system and

pipe support wa!kdown of the suction and discharge sides of the pump.

The

inspectors noted that this examination was performed by a design engineer on

July 28, 1995.

The examinations were visual and were performed from deck level

without using scaffolding or the removal of piping insulation (which covers most of

the piping in this system).

Based on visual observations

of piping displacement that occurred during the

events, the licensee performed

a piping system computer stress analysis.

This

analysis predicted potential damage to two snubber supports that provided axial

support to the system piping.

Snubbers

CH-142 and CH-424 were manually

stroked and determined to have not been damaged

during the events.

The licensee

concluded that the piping displacements

had been overestimated

by the operators

and that the actual pipe stresses

had been less than those calculated in the stress

analysis.

The licensee determined that the root cause of the water hammer event was the

lack of a procedure detailing how the containment spray system should be vented

following an outage or system maintenance.

In response,

Operational

Procedure 40OP-9SI02, "Recovery from Shutdown Cooling to Normal Operating

Lineup," Revision 9, was revised to add guidance for venting the system.

At the

conclusion of these efforts, the licensee had determined the root cause of the

events, had taken efforts to preclude recurrence

by providing procedural guidance

for venting the containment spray system during return to service, and had

determined that the system had not been damaged

and remained operable.

1997 Water Hammer Event

Train A of the Unit 3 containment spray system experienced

a water hammer event

on April 27, 1997,

when the pump was started for a surveillance test following a

system outage.

During the event, operators heard a slamming noise that quickly

subsided.

The pump and system ran smoothly after initial plant startup.

The licensee initiated Condition Report/Disposition Request 3-7-0216 to investigate

the event.

As in 1995, the licensee postulated that the root cause of the water

hammer was excessive

air in the discharge sections of the piping. The piping had

not been adequately vented following the Unit 3 refueling outage.

Step 4.3.9 of

Operational Procedure 40OP-9SI02, which provided the venting steps added in

response to the 1995 water hammer event, had not been performed by the licensed

operators.

This procedural step was prefaced with a conditional clause stating that

the venting needed to be'performed "... if Safety Injection Train A is being

restored from an outage/maintenance

condition."

The operators

had incorrectly

21

~

~

concluded that the venting steps were not needed

because the system had been

surveillance tested and run in certain modes.

However, the previous-operating

modes had not involved the entire system piping, some portions of which contained

a sizable volume of air. As corrective action, the licensee revised Operational

Procedure 40OP-9SI02 to remove the conditional statements

preceding the venting

actions in Step 4.3.9 and to require venting during any system recovery effort.

As in 1995, a design engineer performed

a deck level inspection of the system and

supports

and found no signs of damage.

Because

no visual observations

of piping

deflection were available, the licensee did not attempt to perform a stress analysis.

The licensee concluded that the Unit 3 event of 1997 was bounded

by the 1995

event.

No snubbers

were exercised following this event.

The team conducted

a walkdown of the affected containment spray piping in Unit 3

and did not note any evidence of damage other than several places where the piping

insulation was slightly crushed.

The team reviewed the licensee's operability

evaluations for both the Unit 2 and Unit 3 events and determined that the

evaluations were reasonable.

- The team reviewed the licensee's corrective actions for the events.

As previously

mentioned, the licensee determined that the second event was caused

by the failure

to vent the system following restoration due to a confusing conditional statement

in

the procedure.

The team was concerned that the licensee had not considered the

applicability of this procedural deficiency to other plant operational procedures.

In

response

to this concern, the licensee reviewed several other similar procedures

and

identified many instances of similar conditional clauses

and one example where

following the procedure would not have resulted in a satisfactory system vent.

This

latter example occurred in the same operational procedure involved in the water

hammer events (Operational Procedure 40OP-9SI02, Steps 4.3.4.13 and 5.3.4.13).

As an additional corrective action, the licensee initiated a condition

report/disposition

request to determine whether conditional statements

in plant

procedures

could be similarly misinterpreted

and result in the nonperformance

of

necessary

plant evolutions.

$0 CFR Part 50, Appendix B, Criterion XVI, "Corrective Action," requires that

measures

shall be established to assure that conditions adverse to quality are

promptly identified and corrected.

In the case of significant conditions adverse to

quality, the measures

shall assure that the cause of the condition is determined

and

corrective action.taken,to;preclude

repetition.

The failure to identify and evaluate

the adequacy of the conditional statements

in other operational procedures

is a

violation (50-528;-529;-530/9719-04).

During review of the water hammer events, the team noted a potential

inconsistency

in the licensee's technical specifications.

Technical Specification 4.6.2.1.c, requires the licensee to check that the level in the

containment spray piping is at least 115-feet every 31 days.

This check is.

performed in'the control room using a remote indicator of a differential pressure

sensing unit on the containment spray piping downstream of the containment spray

22

r

1

containment isolation valve, which is normally closed.

This check is performed to

ensure that the containment spray piping is filled sufficiently to provide timely

delivery of spray water to the containment

and to preclude system disturbances,

such as a water hammer, that could result from the presence

of excessive

air in the

system.

Because the containment isolation valve is closed during the surveillance,

the level in the containment spray piping does not provide assurance

that the piping

upstream

(pump side) of the containment isolation valve is filled with water.

The inspectors noted that the Technical Specification 4.5.2.b.2 surveillance

requirements for the emergency core cooling subsystems,

require a monthly venting

of a system high point vent to demonstrate

a solid system with no air bubbles.

Since similar venting of the containment spray system is not required, the fillstatus

of the system remains untested

during the operating cycle.

The licensee stated that

the reason for the difference in the surveillance requirements

between the

containment spray and the emergency

core cooling systems

is that the containment

spray system does not have an interface with a high pressure

source and, therefore,

is not considered to have as great a potential to have intrusion of dissolved gases.

However, the team was concerned that incomplete system venting upon startup of

the containment spray system could result in air in the system that could remain

undetected

and contribute to abnormal system stresses

and performance over time.

The lack of a surveillance requirement to periodically assure that the containment

spray system is adequately filled and vented was identified as an inspection

followup item (50-528;-529;-530/9719-05)

and will be further discussed

by the

inspectors with the Office of Nuclear Reactor Regulation.

C.

Conclusions

The team concluded that the licensee had reasonably determined that Unit 2 and 3

containment spray systems remained operable subsequent

to the water hammer

events in 1995 and 1997.

However, the licensee failed to consider the applicability

of the root cause of these events to other operational procedures.

As a result,

other potentially confusing procedure steps were not identified and corrected.

This

inadequate

corrective action is a violation of 10 CFR Part 50, Appendix 8,

Criterion XVI, "Corrective Action."

E2.3.2 Unit 3 Main Steam Safet

Valves LiftSet pints

a.

Ins ection Sco

e 37550

The team reviewed the licensee's engineering evaluations

and corrective actions for

6 of the 20 main steam safety valves and one of four pressurizer'safety

valves that

were found to have liftsetpoints outside their technical specification tolerances

during the recent Unit 3 refueling outage.

23

Observations

and Findin s

Licensee Event Report 94-02, dated April 13, 1994, reported that 7 of the 20 main

steam safety valves tested on Unit 3 had setpoints outside their technical

specifications lifttolerances (+/-

1 percent at that time) during the March 1994

refueling outage.

Twelve other licensee event reports dating back to 1988 reported

similar conditions in all three Palo Verde units.

On May 16, 1994, the licensee

obtained

NRC approval for an amendment to Technical Specification 3.7.1.1 for all

three Palo Verde units to increase the main steam safety valve liftsetpoint tolerance

to +/- 3 percent.

Similarly, the same amendment

increased the Technical Specification 3.4.2.2 pressurizer code safety valve liftsetpoint tolerance to

+3 percent and -1 percent.

The team noted that Condition Report/Disposition

Request 3-7-0056 reported that

6 of the 20 main steam safety valves and one of the four pressurizer safety valves

were found to have liftsetpoints outside the +/- 3 percent technical specification

tolerances

on February 11, 13, 14, and 15, 1997, prior to the recent Unit 3

refueling outage.

A Trevitest of the six valves determined the liftsetpoints to be

+3.2 percent, +3.2 percent, +3.7 percent, +4.4 percent,

+ 5.0 percent, and

greater than 6 percent (valve did not lift) of their required liftsetpoints.

At the time

of the discovery, the control room was notified of the conditions, five valves were

reset to their required setpoint, and the valve that did not liftwas gagged

and

declared inoperable.

The team also noted that Condition Report/Disposition Request 3-7-0148 reported

on March 17, 1997, that one of the four pressurizer code safety valves that were

shipped offsite for as-found testing and refurbishment,

had a liftsetpoint that was

-1.2 percent lower than the technical specification required setpoint.

As part of the corrective actions for Condition Report/Disposition

Requests 3-7-0056 and 3-7-0148, the licensee performed an analysis of the as-

found conditions of the main steam safety valves and pressurizer code safety valves

to determine if their design basis had been exceeded.

The licensee analyzed

a loss

of condenser

vacuum event using worst case operating conditions during the past

Unit 3 operating cycle and the as-found setpoints of the valves.

The licensee

determined that the design basis had not been exceeded

during the past unit

operating'ycle.

The'team reviewed the results of the analysis, which

demonstrated. that the highest secondary

peak pressure was 1395.86 psia, w'hich

was only 1.14 psia less than the allowed 110 percent of the secondary

design

pressure

(1397 psia)..

~

.

~

The team discussed the licensee corrective actions for the a'-found liftsetpoint

discrepancies

with the system engin'eer, who indicated that the main steam safety

valves that were found out-of-tolerance were replaced with valves that had been set

to their technical specification-required'-setpoints.'he

system engineer also

indicated that the out-of-tolerance valves that were removed had been shipped to

an offsite test facility to attempt to determine the root cause of the out-of-tolerance

24

0

1

0

condition.

The team noted that Condition Report/Disposition

Requests 3-7-0056

and 3-7-0148 had been closed based

on replacement of the valves and the design

basis analysis that had been performed.

However, when questioned

about the

results of the root-cause

evaluation, the licensee indicated that the evaluation had

not been completed and that Condition Report/Disposition

Request 3-7-0056 had

been erroneously closed.

The team noted that the licensee's reportability evaluation for Condition

Report/Disposition

Request 3-7-0056 determined the condition to be not reportable

due to fact that the design basis was not exceeded.

In response to the team's

questions,

the licensee performed an additional reportability evaluation and

subsequently

determined that the out-of-tolerance conditions of the main steam

safety valve's liftsetpoints was reportable under 10 CFR 50.73 (a)(2)(vii). The

licensee indicated that a licensee event report, including the results of the root

cause evaluation and the corrective actions would be submitted.

The failure to

report the six Unit 3 main steam safety valves as-found liftsetpoints being outside

their technical specification tolerances was a violation of 10 CFR 50.73 (a)(2)(vii)

(50-530/971 9-06).

Conclusions

The licensee had performed appropriate design basis evaluations

and immediate

corrective actions after finding 6 of the 20 main steam safety valves and one of the

pressurizer safety valves outside their technical specification tolerances

in Unit 3.

The failure to report this condition to the NRC within 30 days as required by

10 CFR 50.73(a)(2)(vii) is a violation.

S stem Walkdowns

Ins ection Sco

e 37550

The team performed walkdowns of the following systems with associated

system

engineers

and maintenance

engineers:

~

-

Unit 3 spray pond

~

Unit 3 containment spray

~

Unit'3 essential chilled water

Observations

and Findin s

The team found the systems to be installed and maintained in accordance with

applicable system drawings and procedures

during the visual walkthrough

inspection of the systems.

The material condition of the plant in all areas was very

good.

For.example, very few deficiency.tags were evident and no signs of

damaged

equipment were noted.

Ladders, chains, and other temporarily-staged

equipment were properly secured..

No leaks, debris, material storage problems,

transient combustible materials were seen and lighting was adequate.

Overall, plant

housekeeping

was very good.

25

0

1

0

0

c.

Conclusions

In the ar'eas reviewed by the team, plant material condition and housekeeping

were

very good.

E6

En ineerin

Or anization

E6.1

Engineering Indicators

The following information is:tracking information for the engineering

organization.

The inspectors

have summarized the information obtained from the licensee over

the last three years and provided an indication of the trend.

This information is

collated here for future use and information. Any adverse trends or questions

have

been discussed

in separate

sections of this inspection report.

E6.1.1 Engineering Organization

~

Size and Stability of Engineering Organization - The licensee's

engineering

. organization has been relatively stable in the last 3 years.

The number of

engineers

in the engineering organization

is as follows:

5/97

327

9/95

362

9/94

356

Number of System Engineers:

Over the past 3 years, the number of system engineers

has held steady

at 19,

Number of Design Engineers:

5/97

155

9/95

191

9/94

148

~

Number and'Function of Maintenance

Engineers

- The number of

maintenance

engineers

has decreased

in the following manner:

5/94

66

5/95

64

5/96

63

4/97

56

The function of maintenance

engineers

is to support the maintenance

needs

of the site to ensure safe, reliable, efficient operation is achieved.

The

licensee's management

expectations

are as follows:

26

~

Maintenance

engineer's

are active members of the maintenance

teams

~

Maintenance

engineers

resolve basic issues rapidly, as close to the

point of initiation as possible.

The maintenance

engineer should

involve expertise

in other organizations to resolve complex,

programmatic, or specialized technical issues.

Average Experience

Level of Engineering Staff:

1994

13.6 years

1995

14.6 years

1996

16.1 years

Average Engineering Overtime (percent)

94

Design

4.0

System

3.2

Maintenance

7.0

95

96

4.6

1.4

2.2

1.3

9.2

0.2

Percent of Engineering Work Accomplished by Contractors (percent of total

engineering payroll):

1994

49.4

1995

45.4

1996

17.4

E6.1.2

Engineering Support

Operability Determinations Performed by Engineering:

1995 42 total, engineering involved in the majority of these

1996

66 total, engineering involved in 28 (42 percent)

1997

16 to date, engineering involved in 16 (100 percent)

Percent of System Engineer's Time in the Field - Through licensee survey,

the team determined that the average time spent in the field by system

engineers was estimated to be 20 percent with 10 percent of that time

performing walkdowns.

The licensee stated that this estimate varied with

system requirements, for example, mechanical systems required more time in

the field, whereas electrical and instrumentation and controls systems

required less time in the field. The licensee stated that no trend data for time

spent in the field was available, but presumed it to be steady.

Condition Reports/Disposition

Requests

Generated

by Engineering:

1994

2623 total, engineering initiated 607 (23 percent)

1995

2852 total, engineering initiated 410 (14 percent)

27

J

1996

3096 total, engineering initiated 355 (11 percent)

1997

1506 to date, engineering initiated 168 (11 percent)

~

Size and Scope of Engineering Backlog - The main components

of the

engineering

backlog tracked by the licensee are as follows:

Condition Reports/Disposition

Requests

still open at the end of the year:

1994 - 968 of 2623

1995 - 523 of 2810 "

1996 - 620 of 3096

Deficiency Work Orders carried over from previous year:

1995 - 65

1996 - 112

1997 - 189

Design Modification Work Orders available to be worked on during year:

1994

176

1995

752

1996

786

1997

542

t

E6.1.3

Engineering Work Processes

~

Description of Modification process:

The team reviewed the licensees modification process

and determined that

the majority of the modifications were performed in accordance

with

Procedure

81DP-OEE10, "Plant Modifications," Revision 0. This was a

new-modification procedure with an effective date of January

15, 1997.

This procedure applied to equivalency changes,

maintenance

or minor

modifications, design modifications and paper change only changes.

In

addition, the procedure

applied to setpoint or instrument range changes

and software changes that

required approved design output documents to

be changed.'tems

outside *of the scope of this procedure included

material changes

related to equivalency modifications, nuclear fuels

-

-

- 'issues related.to the modification process,

item procurement specification

change notices, and temporary modifications.

In addition, the team

rev'iewed Procedure

81DP-ODC13, "Deficiency Work Order," Revision 10,

which was applicable for authorizing repair, use-as-is, rework or scrap of

plant systems, structures or components,

which were in a condition that

was not supported by any engineering,

design basis, or design output

documents.

Number of Permanent

Modifications Implemented:

28

f

0

0

The licensee completed 78 permanent modifications in 1994, 188 in 1995,

156 in 1996, and at the time of this inspection had completed 80 in 1997.

The licensee stated that maintenance

modifications started being tracked

during 1996.

Permanent

Modifications Planned for Next Outage:

The licensee compiled a list of permanent modifications planned for the next

outage for each of the three Units.

For Unit 2's seventh refueling outage

scheduled to start September

6, 1997, the licensee has planned 33 design

modifications and 58 maintenance

modifications.

The preliminary plans for

Unit 1's seventh refueling outage are 65 design modifications and 17

maintenance

modifications.

The preliminary plans for Unit 3's seventh

refueling outage are 42 design modifications and 15 maintenance

modifications.

Number of Safety Evaluations Performed:

The number of 10 CFR 50.59 safety evaluations performed during the past

three years has remained quite constant.

The licensee performed 332

evaluations

in 1994, 373 in 1995, 300 in 1996, and 95 through April 1997.

Number of Operating Experience Information Issues Evaluated:

1995

133

1996

125

1997

34

E7

Quality Assurance in Engineering Activities

E7.1

En ineerin

Self Assessments

a.

Ins ection Sco

e 37550

The team discussed

engineering self assessments

with the licensee to determine the

number and scope of engineering self assessments

performed over the past 3 years,

and the organization'erforming these self assessments.

b.

Observations

and Findin s

, The licensee provided the following engineering self assessment

information to the

team.

Year

Nuclear Assurance

~En ineerin

1997

3 completed, 4 planned

5 completed,

6 planned

1996

13

29

(

0

1995

1994

The licensee stated that some self assessments

were joint engineering

and nuclear

assurance

audits.

The subject areas for the engineering self-assessments

in 1997

were as follows:

Engineering Team Inspection/Safety

System Functional Inspection - Completed-

Audit 97-005.

Engineering portion of INPO assessment

- Completed.

Steam Generator program evaluation - Completed.

Unit 3 Cycle 7 Fuel Design - Completed.

Effective Implementation of the Maintenance

Rule - Completed.

Licensing/Design

Bases Maintenance

Process

Validation.

Design Change Process

Benchmarking

- Fuel - Planned.

Design Engineering support of in field work - Planned.

Accredited Engineering Support Personnel Training Program - Planned.

Instrument Out of Tolerance - Planned.

Vendor Technical Manual - Planned.

The licensee performed an engineering self-assessment

(Audit 97-005) in April and

May 1997 that evaluated engineering's

ability to perform routine and reactive site

activities.

The audit report was issued on the last onsite day of the team

Inspection.

As such, the team was able to discuss with the licensee the results of

the audit, and read the report; however, the team did not have time to validate and

perform a detailed review of the self assessment.

The NRC team noted that the

findings were generally consistent with those identified by the team.

The self-

assessment

report noted that engineering was effective in performing routine and

reactive site activities, but individual performance

regarding technical rigor, follow-

through, and attention-to-detail

needed improvement.

The self assessment

noted

that the process to maintain design basis manuals and calculations up-to-date was

partially effective.

The Self Assessment

Audit Report 97-005 determined several strengths

in the

engineering

area.

These strengths were as follows:

30

i

The systems reviewed by the self assessment

team were satisfactorily

operated

and maintained.

Engineering communicated

and interfaced well with its customers.

Modifications were performed well, particularly those with involvement by

the projects group.

Individual knowledge in the engineering,

operations,

and maintenance

areas

was very good.

The Self Assessment

Audit Report 97-005 determined several areas for

improvement in the engineering

area.

These areas of improvement were as follows:

~

Design and Licensing Basis Maintenance

- The design basis manual contained

errors, inconsistencies,

and items needing clarification when compared to the

Updated Final Safety Analysis Report and Safety Analysis Basis Document.

The licensee identified ten examples of design and licensing basis errors, and

inconsistencies.

Although the audit did not identify any safety significant issues, the total

number of issues identified indicated that management

attention was needed

to improve personnel performance.

The licensee classified the personnel

issues

in the following categories with condition report totals provided in

parenthesis;

technical rigor (7), follow-through (11), and attention-to-detail

(3).

In general, the team agreed with the engineering self-assessment

findings.

Corrective actions and root-cause

evaluations

in the two areas of improvement, and

the condition reports generated

by the licensee for specific self-assessment

findings,

were still being developed

during the time of the NRC inspection.

c.

Conclusions

The team concluded that the licensee performed good engineering self assessments

with meaningful findings.

ES

Miscellan'eous'Engineering

Issues (92903)

E8.1

Closed

Violation 50-529 96010-01:

This violation involved the failure to provide

adequate

grounding for a 480/120 volt regulating transformer located in the Train B

dc equipment room.

The licensee failed to meet the electrical separation

requirements of Section III.G.2

for the control room, in that both Trains A and B of the safe shutdown capability

were located inside-of. the control room.

For a postulated control room fire, the

licensee used an alternative safe shutdown method, which required actions and

equipment installed in the Train B dc equipment room. A fire in the Train B dc

31

equipment room resulted in a control room fire. Therefore, both trains of equipment

relied upon to shut down the reactor during a postulated fire were exposed to the

potential of receiving fire damage.

Fire damage to both shutdown trains would have

resulted in the inability of the operators to safely shutdown the plant.

The failure to

provide adequate

grounding for the transformer, and the resulting related fires as

described

in NRC Inspection Report 50-528;-529;-530/96-10,

demonstrated

that

both trains of safe shutdown equipment were exposed tn the potential of receiving

fire damage.

A predecisional

enforcement:conference

was conducted

on August 1, 1996, in the

NRC's Region IV office, Arlington, Texas.

At the conference,

the license

representatives

agreed that a failure to comply with electrical grounding design

requirements of IEEE 142, as committed to in the Palo Verde Final Safety Analysis

Report, had occurred during plant construction,

and that this constituted

a violation

of 10 CFR Part 50, Appendix B, Criterion III, but disagreed with the NRC's

contention that the licensee had violated NRC's fire protection requirements.

Based

upon review of information developed during the inspection and the information that

was provided during the conference,

the NRC decided not to issue

a citation against

the requirements of Appendix R. The NRC concluded that information regarding the

reason for the violation, the corrective actions taken and planned to correct the

violation and prevent recurrence was already adequately

addressed

on the docket in

Licensee Event Report 96-01, and Revision

1 to this licensee event report.

The team reviewed Licensee Event Report 96-01, discussed

in Section E8.2 of this

report, and the licensee's corrective actions for the reported condition.

The team

determined that the licensee took appropriate corrective actions to address the

violation associated

with the electrical grounding problem.

This violation is closed.

Closed

Licensee Event Re ort 50-528 96-175 and 96-200;

This item involved

Licensee Event Report 96-01 that documented

a condition were inappropriate

grounding of equipment resulted in a condition outside the design basis of the plant.

On April 6, 1996, the licensee determined that the fire in Unit 2 on April 4, 1996,

was associated

with a condition outside the design basis of the plant.

The

condition existed in all three units where a fault in either regulating transformer in

the Train A or B dc equipment room could cause

a fire in the equipment room and

the control room.

The apparent cause of the fire was a short/failure of the hot lead

to ground at the 100 foot control building transformer winding between terminals

one and two of Transformer 2E-QBB-V02. The existing design for this power circuit

did not utilize a ground at this point or any point within the transformer; therefore,

the fault propagated

through the building grounding system.

As an interim corrective action, the licensee established

fire watches and issued a

night order for heightened

awareness

of the situation.

The licensee's investigation

for inappropriate grounding of low voltage power distribution systems was initiated

and identified 12 components

(per unit) requiring modifications.

On April 6, 1996,

the license investigation team concluded that the Unit 2 fire on April 4, 1996,

was associated

with a condition outside the design basis of the plant and a

32

i

1-hour 10 CFR 50.72 notification was made.

On April 5, 1996, the licensee

performed

a walkdown of the fire damage

and adjacent equipment and determined

that damage was confined to the Emergency Lighting Uninterruptible Power

Supply 2E-QDN-D84, Junction Box 2EZ3ANKKJ15, Essential Lighting Isolation

Transformer 2E-QBB-V02, and adjoining cables.

The licensee was committed to IEEE Standard

142, Section 1.6.1, "Grounding of

Industrial and Commercial Power Systems," which required that a grounded system

have a conductor grounded

at the neutral point of a transformer.

Contrary to this

requirement the essential lighting isolation transformers were not grounded at

neutral points of the transformers.

The licensee determined that the root cause of failure for the essential lighting

isolation transformer was the loss of mechanical bonding of the varnish insulation

material within %e third harmonic choke, thereby, allowing. normal transformer

vibration to result in delamination of the transformer core.

The root cause for the

secondary fire (control room) was determined by the licensee to have been an

incorrect grounding scheme

used in the transformer secondary circuits.

Licensee Event Report 96-001-01 identified the following licensee corrective actions

that were taken to address this event:

A broadness

review for appropriate grounding in 120V dc circuits was

conducted.

Twelve components

(limited to regulating transformers, battery

supplies and inverters) per unit were identified that required modifications for

electrical circuit protection and/or grounding.

Actions completed on May 2,

1996.

A "vertical slice" review of 125V dc and 480V ac and above power

distribution systems was expected to be completed by the end of June

1996.

Actions completed on July 25, 1996.

A temporary modification was developed to restore power to Essential

Lighting Distribution Panel 2E-QBN-D84. Action completed on April 5, 1996.

Restoration completed on April 30, 1996.

Repaired the fire damaged

equipment in Unit 2. Actions completed on

April 25, 1996.

Modifications, in all three units, to ensure circuitry protection and proper

grounding have been completed on the two emergency lighting

uninterruptible supply and essential lighting isolation transformer in each unit.

Actions completed on June 5, 1996.

33

(I

0

~

Two instrument power supply regulating transformers

in each of Units

1 and

2 were modified to provide proper circuit protection and would be modified

during the next refueling outage in Unit 3. Actions completed for Unit 1 on

October 10, 1996, and for Unit 3 on March 12, 1997.

Actions scheduled

for Unit 2 completion during next outage in September

1997.

~

Testing on the shunts currently installed in the 125V dc power circuit from

the Emergency Lighting Batteries E-QDN-F01 and F02 t'o the control room

emergency lighting uninterruptible power supply.

Actions completed on

August 6, 1996.

~

An evaluation was being performed to determine what the safety

significance of the design inadequacy was prior to 1992.

Since the raceway

configuration was not changed

since 1992, the safety significance was not

readily apparent.

Actions completed on September 25, 1996.

~

Design modifications to permanently install fuses near the batteries to

provide proper protection for these cables,

Actions completed on

September

25, 1996.

The team reviewed the licensee's corrective actions and determined that they were

reasonable.

This licensee event report is closed.

V. Management Meetings

X1

Exit Meeting Summary

The team leader and the engineering branch chief presented

the inspection results

to members of licensee management

at the conclusion of the inspection on

June 19, 1997.

The licensee discussed

the team findings and acknowledged the

findings presented.

The team leader asked the licensee whether any materials

examined during the inspection were proprietary.

No proprietary information was

identified.

34

I

I

ATTACHMENT

SUPPLEMENTAL INFORMATION

PARTIAL LIST OF PERSONS CONTACTED

Licensee

C. Langstrom, Mechanical System Engineer

E. Sterling, Nuclear Assurance

Operations Department Leader

J. Harnden, Senior Engineer, Nuclear Assurance

B. Blackmore, System Engineer

M. Radspinner,

Design NSSS Section Leader

S. Daftuar, Senior Engineer

D. Oakes, Inservice Testing Section Leader

C. Corcoran, Senior Engineer

H. Miyahara, Senior Engineer

D. Visco, Senior Engineer, Nuclear Assurance

L. Elliott, Instrumentation

and Control System Engineer

M. Hodge, Mechanical Design Section Leader

C. Lewis, Reactor Protection System Engineer

R, Smith, Nuclear Assurance Audit Team Leader

D. Wheeler, Nuclear Assurance Auditor

R. Younger, Nuclear Assurance

Engineering Department-Leader

M. Afzai, Mechanical Maintenance

Engineer

T. Szumski, Maintenance

Engineer

K. Parrish, Group Leader, Transient Analysis, Nuclear Fuels Management

J. Webb, Senior Engineer, Transient Analysis, Nuclear Fuels Management

R. Stroud, Consultant,

Nuclear Regulatory Affairs

D. Marks, Section Leader, Nuclear Regulatory Affairs

T. Barsuk, Emergency preparedness

Coordinator, Emergency Planning

B. Thiele, Section Leader, Reactor Engineering, Nuclear Fuels Management

M. Winsor, Department Leader, Maintenance

Engineering

M. Powell, Department Leader, Design Engineering

T. Cannon, Department Leader, Specialty Engineering

B. Rash, Department Leader, Systems Engineering

W. Ide, Vice President,

Nuclear Engineering

G. Overbeck, Vice President,

Nuclear Production

R. Fullmer, Director, Nuclear Assurance

R. Buzzard, Consultant,

Nuclear Regulatory Affairs

S. Bauer, Section Leader, Nuclear Regulatory Affairs

A. Krainik, Department Leader, Nuclear Regulatory Affairs

NRC

K. Johnston,

Senior Resident Inspector

I

I

(p,

CL

w

1

0

INSPECTION PROCEDURES USED

37001

37550

92903

10 CFR 50.59 Safety Evaluation Program

Engineering

Followup - Engineering

ITEMS OPENED, CLOSED, AND DISCUSSED

~Oened

50-528; 529;

530/971 9-01

50-528; 529;

530/971 9-02

50-528; 529;

530/971 9-03

URI

Lack of a 10 CFR 50.59 Safety Evaluation for Use of Fates

Computer Code, Section E1.6

NCV

Lack of 10 CFR 50.59 Safety Evaluation for the Deletion of

Spray Pond Replenishment

Procedure

Required by the

UFSAR, Section E2.2

IFI

Lack of a 10 CFR 50.59 Safety Evaluation for the Deletion

of Approximately 80 Emergency

Plan Commitments,

Section E2.2

50-528; 529;

530/971 9-04

~

50-528; 529;

530/971 9-05

VIO

IFI

Inadequate

Corrective Action for an Inadequate

Operational

Procedure that Caused Two Containment Spray Water

Hammer Events, Section E2.3.1

Potentially Inadequate

Containment Spray System

Technical Specification Surveillance Requirements,

Section

E2.3.1

50-528; 529;

530/971 9-06

VIO

Failure to Report Six Main Steam Safety Valves Found Out

of Technical Specification Tolerances,

E2.3.2

Closed

50-529/9610-01

50-528/96-1 75

50-528/96-200

VIO

Control Room Fire Caused by Inadequate

Grounding,

Section E8.1

LER

LER 96-01 - Control Room Fire Caused by Inadequate

Grounding, Section E8.2

LER

LER 96-01, Revision

1 - Control Room Fire Caused by

Inadequate

Grounding, Section E8.2

CO

i

f

DOCUMENTS REVIEWED

Plant Procedures

Number

81 DP-OEE1 0

81 DP-ODP1 3

81DP-ODC17

74DP-9CY03

74DP-9CY04

1 6DP-OEP1 5,

1 6DP-OEP14

73ST-9EW01

EPIP-56

PD-OAP01

Revision

10

0

0

Title

Plant Modifications

Deficiency Work Orders

Temporary Modification Control

Chemistry Control Instruction

System Chemistry Specifications

Technical Support Center Actions

Satellite Technical Support Center Actions

Essential Cooling Water Pumps-Inservice

Test

Ultimate Heat Sink Emergency Water Supply

Administrative Control Program

90DP-OIP10

70DP-OEE01

73DP-OZZ03

60DP-OQQ1 9

Condition Reporting

Equipment Root Cause of Failure Analysis

System Engineering

Internal Audits

Modifications

Number

WO 721193

WO 785094

WO 765029

Title

Spray pond flow transmitter problem

Spray pond orifice plate change

Revise specification to revise control valve

WO 736534

'- 'Raise setpoint of 'spray pond pump temperature

alarm

'

n

II

WO 708024

WO 741111

WO 696842

Decrease setpoint of the ECW pump discharge temperature

Spray pond setpoint change from 1000 gpm to 600 gpm

Excess flow check valve bypass

Temporary Plant Modification No. 2-96-SE-003

"Unit 2 ex-core channel

D exhibiting

excessive

noise."

Modification Deficienc

Work Orders

Number

WO 756706

WO 772634

WO 773994

WO 760338

WO 661874

Title

Use-as-is non Q Unistrut

Pitting found on ECSW HX

Evaluate module found in the chiller

Studs found with less than full engagement

Use of Locktite on HBC Gearboxes

Number

1 3-MC-EC-254

1 3-MC-EW-305

1 3-MC-NC-003

EDC 97-00111

13-JC-SP-206

Title

Max Allowable Chilled Inlet Temp for EC Chillers

Essential water system

hydraulic calculation

Nuclear cooling water system heat loads and water requirements

MINET Hydraulic Analysis of the SP System

Essential spray pond pump discharge temperature

instrument

uncertainty and setpoint calculation

13-JP-SP-201

13-JC-EW-204

Essential spray pond flow instrument setpoint and uncertainty

calculation

Essential cooling water pump discharge temperature

instruments

setpoint and uncertainty calculation

Cl

I

0 erabilit

Determinations

¹043

Removal of missile shield for Spray Pond components

¹068

Operability of essential chillers when hot gas bypass valve fails open or fails closed

with EW temperature

above 65F

¹081

Diesel generator/spray

pond operability with diesel genreator aftercooler and lube oil

thermal reliefs failed open

¹110

Operability of EC system with auto makeup function to surge tank disabled

¹144

Essential Spray Pond operability with spray pond cross connect valve inoperable in

closed position

¹153

Operability of B Essential Chiller with refrigerant head pressure control valve in

overridden position

¹157

Operability of the Essential Water system with flow indicator spiking up to 2000

gpm

Condition Re ort Dis osition Re uests

Number

Title

9-4-0302

Essential spray pond susceptibility to pitting

9-4-0080,

Reduction of flow in emergency diesel generator jacket water and lube oil

heat exchangers

9-5-0125

Corrosion found in emergency diesel generator jacket water and lube oil heat

exchangers

2-6-0163

1-5-0062

Spray pond pump train A failed flow test

.

During inspection of the emergency diesel generator heat exchangers

corrosion nodules were found lodged in the spray pond system inlet

tubesheets

3-7-0003

Spray pond pump train A failed flow test

3-6-0185

Interruption of Spent Fuel Pool cooling during post-modification testing

9-6-1371

Piping clearance problems

Cl

1-6-0337

Spray pond cooling to 8 Diesel Generator air intercoolers isolated during

maintenance

9-6-1449

Final Safety Analysis Report discrepancies

3-7-0003

Unit 3 Spray Pond pump "A" low flow

2-7-0008

Unit 2 Spray Pond filter pump flowrate degraded

3-7-0007

Unit 3 ESP "A" Pump inoperable because

of low flow

2-7-0021

"A" Essential Chiller Pumpout Unit Conduit Broken

9-7-0127

Max operating temperatures

used in stress analysis not consistent with

system calculations

2-7-0145

EW "B" pump d/p exceeded

acceptance

criteria

9-7-Q271

Superseded

calculation used to support design change

3-6-0178

Unable to open Unit 3 spray pond cross-connect

valve

9-6-0019

Chillers not operable in spray pond temperature

drops below 49F

9-6-0046

Packing leakoff gland on essential chilled water pump 3-01 out of spec

9-6-0226

M&TE calibration data not recorded

9-6-0380

Foreign material on EC motor cooling refrigerant filters

9-6-0452

Unit 2 EC "B" low refrigerant level

9-6-0778

Unit 1 EC System Reliability Low

9-6-0791

Removal of both trains of shutdown cooling

2-6-0162

Spray Pond Pump "A" low flow

2-6-0163

White paper discussing low spray pond flows

2-6-0028

EC compressor

oil temperatures

high

3-7-0263

At 23:12 on 5/31/97, a reactor trip occurred in Unit 3 from 100 percent

power steady state conditions.

9-7-Q283

Updated Final Safety Analysis Report errors and inconsistencies

are present.

41

1

9-7-0338

The Combustion Engineering Standard Safety Analysis Report is not being

maintained per the requirements of ANSI N45.2.9-1974.

9-7-0275

Sixty-six safety injection design basis manual errors and inconsistencies

were

identified.

9-7-0277

Thirteen Pool Cooling design basis manual errors and inconsistencies

were

identified.

9-7-0274

Two Spray Pond design basis manual errors and inconsistencies

were

identified.

9-7-0266

Two Safety Analysis Basis Documents errors (related to the low pressure

safety injection system) were identified.

9-7-0297

Contrary to ANSI N45.2.11, the method to transmit information for

reconstituted

calculations

is not always successful.

9-7-0281

Independent

Safety Engineering

Group weekly meetings are not being

conducted

and additional management

involvement is needed.

9-7-0280

9-7-0258

Procedure-specified

heatup and cooldown rates for the shutdown cooling

heat exchangers

did not include instrument readability uncertainty.

Emergency operating procedures

parameters for safety injection contain

instrument uncertainty per NFM analysis SA-13-C000-95-004, but these

parameters

do not match those contained

in normal operating procedures

(which match values contained

in the DBMs and Updated Final Safety

Analysis Report).

9-7-0259

The shutdown cooling initiating/securing temperature

and pressure

values

contained

in 40OP-9SIO-2 were different than those contained

in the DBM

and calculation 13-JC-SI-205.

9-7-0233-

Spray pond level calculation did not consider uncertainties

associated

with

chemistry concentration

or the pond maximum/minimum operating

temperature.

9-7-0257

EPIP-56 was canceled with no 10 CFR 50.59 evaluation and the associated

regulatory commitments were not incorporated into the superseding

procedures.

A similar condition exists for other emergency planning

procedures.

9-6-0183

Inadequate work control program for nontechnical specification Regulatory

'uide 1.97'instruments.

4

9-6-0197

UFSAR wording regarding Shift Technical Advisors needs corrected.

I

i

9-6-0243

Trend process does not play an active role in identifying those conditions not

3-7-0148

3JRCEPSV0200

found set outside technical specification tolerance.

3-7-0056

Six main steam safety valves found set outside technical specification

tolerance.

3-7-0050

3JSGEPSV0691

failed to liftduring trevitesting.

Audit Re orts and Self-Assessments

Audit Report 97-005

Engineering Team Inspection/Safety

System Functional

Inspection Audit Report.

Audit Report 96-002

Engineering

and Corrective Action Effectiveness Self

Assessment.

~ ~ .~

t