ML17312A792

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Insp Repts 50-528/96-01,50-529/96-01 & 50-530/96-01 on 960304-08 & 0422-26.No Violations Noted.Major Areas Inspected:Licensee self-assessment Effort Re Engineering & Corrective Action
ML17312A792
Person / Time
Site: Palo Verde  Arizona Public Service icon.png
Issue date: 05/28/1996
From: Vandenburgh C
NRC OFFICE OF INSPECTION & ENFORCEMENT (IE REGION IV)
To:
Shared Package
ML17312A791 List:
References
50-528-96-01, 50-528-96-1, 50-529-96-01, 50-529-96-1, 50-530-96-01, 50-530-96-1, NUDOCS 9606030182
Download: ML17312A792 (42)


See also: IR 05000528/1996001

Text

ENCLOSURE

U.S.

NUCLEAR REGULATORY COMMISSION

REGION IV

Inspection Report:

50-528/96-01

50-529/96-01

50-530/96-01

Licenses:

NPF-41

NPF-51

NPF-74

Licensee:

Arizona Public Service

Company

P.O.

Box 53999

Phoenix.

Arizona

Facility Name:

Palo Verde Nuclear Generating Station,

Units 1, 2,

and

3

Inspection At:

Maricopa County. Arizona

Inspection

Conducted:

March 4-8 and April 22-26 '996

Inspectors:

Linda Joy Smith, Reactor

Inspector.

Engineering

Branch

Division of Reactor Safety

Chris Myers.

Reactor

Inspector.

Engineering

Branch

Division of Reactor Safety

Approved:

res

.

an en urg

,

e

,

ngineering

rane

Division of Reactor

Sa

y

a

e

Ins ection

Summar

Areas

Ins ected

Units

1

2

and

3

Routine,

announced

inspection of the

licensee's

self-assessment

.effort related to engineering

and corrective

action.

Results

Units

1

Z

and 3

~

The inspectors

determined that

a qualified self-assessment

team

conducted

an independent

and objective assessment

of the licensee's

engineering

and corrective action programs

(Section 1.1.2).

9606030182

960529

PDR

ADOCK 05000528

PDR

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The inspectors

found the scope

and depth of the self assessment

to be

ambitious

and sufficient to satisfy all the inspection

requirements of

NRC Inspection

Procedures

37550.

"Engineering,"

and 40500,

"Effectiveness of Licensee Controls in Identifying, Resolving.

and

Preventing

Problems"

(Sections

2. 1.2 and 2.2.2).

The inspectors

concluded that, with some minor exceptions,

the

self-assessment

team had appropriately identified and dispositioned

problem areas

and potential

weaknesses.

Neither the licensee's

self-assessment

team nor the inspectors

identified inoperable

equipment

(Sections 2.3.2 and 4.2.6).

The self-assessment

team concluded that the material condition of the

auxiliary feedwater,

diesel

generators

and selected

important-to-safety

systems

was generally

good and that these

systems

were fully capable of

performing their intended safety functions (Section 3.2. 1).

The self-assessment

team noted that engineering

management

had focused

on prioritizing the workload and reducing the engineering

backlog.

They

determined that equipment

issues affecting system reliability were being

dealt with effectively (Section 3.2. 1).

The self-assessment

team found that the licensee

had formed engineering

teams'ed

by system engineering

personnel,

which were actively

maintaining

and improving system performance

(Section 3.2.3).

The self-assessment

team found that licensee

personnel

effectively used

probabilistic risk assessment

information for decision making and

prioritization.

However. in two cases

(one identified by the

self-assessment

team and one identified by the

NRC), licensee

personnel

did not conservatively

address

risk implications (Sections 3.2.4

and

4.2.2).

The self-assessment

team found that licensee

personnel

were effectively

maintaining

a conservative

design basis for the plant.

The

self-assessment

team concluded that engineering activities were

improving (Section 3.2.5)

The inspectors

idencified one case

where licensee

personnel

had not

consistently translated

the licensing basis for the nonessential

train

of the auxiliary feedwater

system into the design basis for the plant

(Section 4.2.3).

The inspectors

noted that the licensee

had not performed

a design-basis

verification for the condensate

transfer

system.

which included the

condensate

storage

tank and the auxiliary feedwater mini-flow lines

(Section 4.2.4).

I'

e

The self-assessment

team found that licensee

personnel

performed

engineering calculations'valuations.

and dispositions with

satisfactory rigor and technical

accuracy

(Section 3.2.5).

The self-assessment

team concluded that the new plant modification

program was working well.

However, they found that some older plant

modification program issues still existed,

such

as the need to improve

control of "abandoned-in-place"

modifications (Section 3.2.6).

The self-assessment

team concluded that engineering

personnel

effectively provided technical direction and input to help the plant

personnel

resolvesignificant

issues.

However. the self-assessment

team

found that engineering

personnel

did not always effectively deal with

emerging technical

issues

which were determined to be of lesser

significance

(Section 3.2./).

The self-assessment

team observed that management

oversight,

particularly through the large. process-oriented

self-assessments,

Nuclear Assurance audits'nd

Independent

Safety Evaluation assessments

had been rigorous

and critical for both the design modification and the

corrective action process

(Section 3.2.8).

The self-assessment

team concluded that

~ in general.

problems

were being

identified, evaluated'nd

resolved.

They found that the licensee's

ability to 'effectively resolve issues

and prevent recurrence of

significant conditions adverse to quality had improved (Section 3.2.9).

The self-assessment

team found

a general

reluctance to write condition

report/disposition

requests

(Section 3.2.9).

The self-assessment

team concluded that implementation of the recently

enhanced operability determination

process

was weak.

The team

identified cases

where operability determinations

were not completed in

a timely manner (Section 3.2.9)

The inspectors

identified additional

examples of operability

determinations

which were not performed

as

recommended

by Generic Letter 91-18,

"Information to Licensees

Regarding

Two NRC Inspection

Manual Se'ctions

and Resolution of Degraded

and Nonconforming Conditions

and

On Operability."

While not

a requirement,

the licensee stated that

it was their policy'o implement Generic Letter 91-18 (Section 4.2.5).

The self-assessment

team noted that specific problems identified on

condition report/disposition

requests

were generally corrected

but

repetitive and/or related

problems were not always thoroughly analyzed

to determine if more extensive evaluation or corrective action was

needed

(Section 3.2.9).

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Summar

of Ins ection Findin s:

~

Two non-cited violations were identified (Section 3.2.9).

~

Inspection Followup Item 50-528/9601-01:

50-529/9601-01;

50-530/9601-01

was opened

(Section 4.2.3)."

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TABLE OF CONTENTS

DETAILS

1

TEAM COMPOSITION (40501)

1. 1

Qualifications. Objectivity, and

Independence

1.1.1

Inspection

Scope

.

1.1.2

Observations

and Findings

2

LICENSEE SELF-ASSESSMENT

PROCESS

(40501)

2.1

Scope

2.1.1

Inspection Scope....

2.1.2

Observations

and Findings

2.2

Depth

2.2. 1

Inspection

Scope

.

.

2.2.2

Observations

and Findings

2.3

Plan and Implementation

2.3.1

Inspection Scope.....

2.3.2

Observations

and Findings

3

SIGNIFICANT SELF-ASSESSMENT

TEAM CONCLUSIONS (40501)

3. 1

Inspection

Scope

3.2

Observations

and Findings

3.2. 1

Material Condition

.

.

.

.

.

.

.

.

.

.

.

.

.

.

.

3.2.2

Engineering

Work Backlog

.

.

.

3.2.3

System Engineering

.

.

.

.

.

.

.

.

.

.

.

.

.

.

.

3.2.4

Use of Probabilistic Risk Assessment

Information

3.2.5

Design Basis Maintenance

.

.

.

.

.

.

.

.

.

.

.

.

3.2.6

Plant Modifications

3.2.7

Technical

Support

3.2.8

Self Assessments

.

.

.

.

.

.

.

.

.

.

.

.

.

.

.

.

3.2.9

Problem Identification

.

4

INDEPENDENT NRC INSPECTION (40501)

.'.

1

Inspection

Scope

.

.

.

.

.

.

.

4.2

Observations

and Findings

4.2.1

Auxiliary Feedwater Mini-flow Line Insulation

4.2.2

Use of Probabilistic Risk Assessment

Information

.

4.2.3

License Basis for Nonessential

Auxiliary, Feedwater

4.2.4

Design Basis Validation Not Comprehensive

4.2.5

Lack of Formal

Prompt Operability Determinations

.

5

UPDATED FINAL SAFETY ANALYSIS REPORT

(UFSAR)

IMPLEMENTATION

2

2

2

2

2

2

3

3

3

4

4

4

4

4

4

5

6

6

6

6

8

9

9

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11

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ATTACHMENTS:

~

Attachment

1

- Persons

Contacted

and Exit Meeting

~

Attachment

2 - Team Member Credentials

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DETAILS

1

TEAN COMPOSITION (40501)

1. 1-

ualifications

Ob ectivit

and Inde endence

1.1.1

Inspection

Scope

The purpose of this inspection

was to determine the effectiveness

of the

licensee's

self assessment

of their engineering

and corrective action

rograms.

In letters.

dated

December

12,

1995,

and January

19,

1996. the

icensee

proposed to perform a self-assessment

of their engineering

and

corrective action programs in accordance

with the guidance ot

NRC Inspection

Procedure

40501,

"Licensee Self Assessments

Related to Team Inspections."

The

option of permitting licensees

to conduct

a self assessment

in lieu of planned

NRC team inspection is an

NRC program aimed at minimizing regulatory impact

and utilizing NRC resources

more efficiently.

Region

IV NRC team inspections

were planned to accomplish the core inspection

program requirements of NRC

Inspection

Procedures

37550,

"Engineering"

and 40500,

"Effectiveness of

Licensee Controls in Identifying, Resolving.

and Preventing

Problems."

The inspectors

reviewed the qualifications. objectivity and independence

of

the personnel

performing the self assessment.

1. 1.2

Observations

and Findings

The letters referenced

above included

a description of the qualifications of

the team members.

The inspectors

reviewed the qualifications of the team

members

and found they exhibited

a wide scope of engineering disciplines.

Each

member possessed

significant engineering

experience.

Subsequently.

the

licensee

added

one additional

member to the self-assessment

team.

A

description of his credentials.

which are also acceptable.

is attached to this

report.

The inspectors

noted that the self-assessment

team was primarily staffed with

personnel

from the Palo Verde Nuclear

Generating Station.

To provide an

independent

perspective,

the licensee

included two consultants

and two

engineers

on loan from other facilities as team members.

The

NRC accepted

the

credentials

and experience of the assessment

team in a

memo to William L.

Stewart,

Executive Vice President.

Nuclear, Arizona Public Service

Company,

dated February

15 '996.

'he

inspectors

noted that the self-assessment

team questioned

the

effectiveness

of several

programs

which minimally met regulatory requirements.

As

a result of questions

from the self-assessment

team,

the licensee

planned

program upgrades

in many areas.

In a few cases

the self-assessment

team did

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not identify all of the issues

associated

with their findings because of their

familiarity with current plant practices.

However, the inspectors

concluded

that 'a qualified self-assessment

team conducted

an independent

and objective

assessment

of engineering

and corrective action activities.

2

LICENSEE SELF-ASSESSMENT

PROCESS

(40501)

2.1

~Sco e

2.1.1

Inspection

Scope

In the letters referenced

above,

the licensee

provided the

NRC their

engineering

and corrective action self-assessment

plan.

The inspectors

compared the submitted inspection plan against

the requirements

of NRC

Inspection

Procedures

37550 and 40500.

The inspectors

observed

in-process

assessment

activities

and interviewed licensee

personnel.

2. 1.2

Observations

and Findings

The inspectors

determined that the licensee's

assessment

plan included all the

key elements listed in NRC Inspection

Procedures

37550 and 40500.

The

inspectors

found that the self-assessment

team selected

two safety-related

systems for evaluation:

auxiliary feedwater

and the emergency diesel

generator

system.

These

systems

were selected

based

on their contribution to

core

damage

frequency

as identified in the Palo Verde Nuclear

Generating

Station individual plant examination.

The team also evaluated

engineering

and

corrective action activities for other important-to-safety

systems listed in

the referenced

NRC inspection

procedures.

The self-assessment

team examined engineering activities as they related to

maintaining the design basis

and improving system performance.

They evaluated

temporary

and permanent modifications to'ensure

compliance with design basis

documents.

The self-assessment

team conducted

system walkdowns and reviewed

past operating

and maintenance

history to assess

system reliability'.

The team

'lso reviewed corrective action documents,

operating experience

review

documents

and reports of oversight corwittee activities to assess

the

effectiveness

of licensee controls for identifying, resolving

and preventing

problems related to these

systems.

The inspectors

concluded that the scope of the self assessment

was sufficient

to satisfy the requirements of NRC Inspection

Procedures

37550 and 40500.

2.2

~De th

2.2. 1

Inspection

Scope

The inspectors

reviewed the compilation of the self-assessment

team's

requests

for information and the licensee's

response

to the self-assessment

team's

questions.

The inspectors

also reviewed the team's

completed checklists,

the

issued

self-assessment

report.

and the resulting condition report/disposition

requests.

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2.2. 2

Observati ons

and Findings

The self-assessment

team developed detailed audit checklists to implement the

assessment

plan. which had been provided to the

NRC.

Each team member

was

designated

responsibility for completing specified checklists to describe

their findings.

The self-assessment

team leader

used the completed checklists

to develop the self-assessment

report.

The inspectors

noted that the

self-assessment

team's

requests

for information were appropriately

focused

on

issues with potential nuclear safety impact.

The questions

were similar to

the types of questions

which would have

been

posed

by NRC personnel

inspecting

the

same subject area.

The licensee

committed significant resources

to this effort (i.e., well in

excess of the number of core inspection

hours planned

by the

NRC for similar

activities).

The 12-person,

self-assessment

team reviewed licensee activities

for 3 weeks, resulting in approximately

36 person-weeks

of inspection.

The number of requests

for information generated

by the self-assessment

team

also provided

a qualitative measure of the scope of the licensee's

review

effort.

The team

made

146 requests

for information, which resulted in the

initiation of 26 condition report/disposition

requests.

The licensee

uses

condition report/disposition

requests

to evaluate

improvement areas,

as well

as to identify adverse conditions.

Of the 26 condition report/disposition

requests.

17 were of sufficient significance to require response

by a line

organization.

The inspectors

'noted that the self-assessment

team identified

many possible

enhancements.

which exceeded

regulatory requirements.

The inspectors

found the self assessment

to be ambitious

and of sufficient

depth to satisfy the inspection

requirements of NRC Inspection

Procedures

37550

and 40500.

2.3

Plan

and

Im lementation

2.3. 1

Inspection

Scope

Two inspectors

reviewed the self-assessment

team's effort from March 4 through

April 26.

1996'n accordance

with NRC Inspection

Procedure

40501.

The

inspectors

observed

the performance of the self-assessment

team during the

first week of onsite inspection,

March 4-8.

1996.

The inspectors

performed

a

second

week of onsite

independent

inspection, April 22-26.

1996, to ensure the

satisfactory

completion of the team's

self-assessment.

The inspectors

performed in-office review of the self-assessment

team's findings during the

interim weeks.

The inspectors

observed

the self-assessment

team perform system walk

downs'nterview

personnel.

and conduct

team meetings.

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2.3.2

Observations

and Findings

The inspectors

concluded that the team appropriately identified problem areas

and potential

weaknesses.

The inspectors

concurred with the selt-assessment

team's disposition of the identified issues with some minor exceptions

discussed

below.

The self-assessment

team did not identify any examples of

inoperable

equipment.

3

SIGNIFICANT SELF-ASSESSMENT

TEAM CONCLUSIONS (40501)

3.1

Ins ection Sco

e

The inspectors

reviewed the self-assessment

report,

which included three main

sections:

System Reviews:

Engineering;

and Ability to Identify, Evaluate

and

Resolve

Problems.

The inspectors

summarized the licensee's

conclusions

from

each section

and the information that the team highlighted in the executive

summary.

3.2

Observations

and Findin s

3.2. 1

Material Condition

The self-assessment

team concluded that the material condition of the

auxiliary feedwater,

the diesel

generator,

and selected

important-to-safety

systems

was generally good and that these

systems

were fully capable of

performing their intended safety functions.

These

systems

were installed in

accordance with the design

and licensing basis of the plant.

The team's

conclusion

was based

on extensive

walkdowns.

.The team took notes of their

observations

and minor deficiencies

were passed to the licensee for action.

3.2.2

Engineering

Work Backlog

The self-assessment

team noted that engineering

management

had focused

on

prioritizing the workload and reducing the engineering

backlog.

The team also

noted that lingering equipment

issues

were being addressed.

For

example,

the

number of temporary modifications

and installed drip catches

had been

reduced.

The team also found that the auxiliary feedwater

and emergency diesel

generator systems'erformance

had improved.

They determined that equipment

issues affecting system reliability were being prioritized effectively.

3.2.3

System Engineering

The self-assessment

team found that the licensee

had formed engineering

teams,

led by system engineering personnel'hich

were actively maintaining

and

improving system performance.

3.2.4

Use of Probabi listic Risk Assessment

Information

For the most part, the team found that licensee

personnel

were effectively

using probabi listic risk assessment

information for decision making and work

prioritization.

As an exception.

the self-assessment

team identified one case

where risk implications were not conservatively

addressed.

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Specifically. the self-assessment

team identified that. during

a

10 CFR 50.59

evaluation of a proposed modification to the auxiliary feedwater

pump turbine

steam supply system.

licensee

personnel

had incorrectly determined that

a

modifications which resulted in an increase

in core

damage

frequency,

was

acceptable

because

the core

damage

frequency increase

was small.

The

self-assessment,

team noted the

10 CFR 50.59 evaluation

was inconsistent with

guidance the

NRC had previously provided to another licensee

(Virginia Power).

The

NRC had stated that the requirements

in 10 CFR 50.59 do not include

a

specific threshold

below which the effects of a core

damage

frequency

change

were considered to be inconsequential.

and the

NRC staff had not endorsed

a

threshold value below which the effects of a positive core

damage

frequency

change

were considered

inconsequential.

Licensee

personnel

reperformed

the probabi listic risk analysis with more

precise input assumptions

and found that the core

damage

frequency did not

increase.

As

a result. the conclusion

from the original

10 CFR 50.59

evaluation

remained

unchanged:

however.

the self-assessment

team determined

that the procedural'uidance

for performing

10 CFR 50.59 evaluations

was not

thorough with respect to the proper

use of probabilistic risk assessment

information.

The licensee

planned

an upgrade to the

10 CFR 50.59 procedure to

provide better guidance to the evaluators

in this area.

3.2.5

Design Basis Maintenance

The self-assessment

team found that engineering

personnel

w'ere effectively

maintaining

a conservative

design basis for the plant.

The team determined

that the design basis validation project for the auxiliary feedwater

system

successfully identified and corrected

many deficiencies

between the Updated

Final Safety Analysis Report

and the design basis documents'hich

were within

the scope of the project.

The self-assessment

team found that plant personnel

had accurately reflected the design basis in the design output and

configuration documents with a few minor exceptions.

The self-assessment

team found that engineering calculations,

evaluations,

and

dispositions

were generally performed with satisfactory rigor and technical

accuracy.

As an exception,

the self-assessment

team identified two cases

where engineering

provided nonconservative

technical

input to shift

supervisors to use to determine

equipment operability.

In one case

an

operability determination

was performed to evaluate the operability of the

essential

auxiliary feedwater

pumps

when the associated

water-tight doors were

inoperable.

The operability determination relied on operator

compensatory

actions,

which were not consistent with the assumptions

of the design basis

flooding calculations.

However, the water -tight doors were operable at the

time the inadequacy in the operability determination

was discovered.

The

second

case

involved an operability determination to establish limits for the

amount of insulation which could be removed

from various safety systems

without exceeding

the cooling capacity in the

pump rooms.

These limits were

out-of-date

and nonconservative

for the low pressure

safety injection system,

one train of containment

spray

and for the auxiliary feedwater

system.

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However. the amount of insulation actually removed in the

pump rooms was less

than the minimum required

(based

on updated,

corrected values).

The

operability status of plant equipment

was unchanged

as

a result of discovering

these

inadequacies.

3.2.6

Plant Modifications

The self-assessment

team concluded that the new plant modification program was

working well.

They found that

some older plant modification program issues

still existed,

such

as control of "abandoned-in-place"

modifications.

The

team found that in some cases

systems

had been effectively abandoned-in-place

without completing modifications to actually remove the installed equipment.

The team concluded that this practice resulted in weak configuration controls.

3.2.7

Technical

Support

The self-assessment

team concluded that engineering

personnel

were effectively

providing technical direction and input to help the plant resolve significant

issues.

However, the team found that engineering

personnel

were not always

'ffectively

dealing with emerging technical

issues.

which were viewed by the

licensee to be of lesser significance.

3.2.8

Self Assessments

The self-assessment

team observed that management

oversight, particularly

through the large.

process-oriented

self-assessments.

nuclear

assurance

audits.

and independent

safety evaluation

assessments

had been rigorous

and

critical for both the design modification and the corrective action process.

The self-assessment

team found that problems associated

with the design

modification process

had been self-identified during

a previous self

assessment

and corrective action plans were in process.

The self-assessment

team found that corrective action program weaknesses.

which were

self-identified in 1994,

had been systematically dealt with by plant

management.

As

a result. the corrective action process

had been simplified to

provide better focus to significant issues.

The self-assessments

performed in

1995,

by both the line organizations

and the nuclear assurance

department,

also resulted in development of corrective action plans to address

identified

weaknesses

and improved performance.

The self-assessment

team viewed the

licensee's

commitment to developing

a self-assessment

culture as

a strength.

3.2.9

Problem Identification

In general,

the self-assessment

team concluded that problems were being

identified, evaluated,

and resolved.

They found that the licensee's

ability

to effectively resolve issues

and prevent recurrence of significant conditions

adverse to quality had improved.

However. the self-assessment

team found a

general

reluctance to write condition report/disposition

requests.

The team

noted cases

where plant personnel

identified apparent conditions adverse

to.

quality and failed to document these conditions using the condition

report/disposition

request

process.

t

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Personnel

involved in three different assessment

processes

failed to document

their findings on condition reports/disposition

requests.

As an example,

operations

personnel

identified eight adverse conditions related to tagging

and clearances

during an operations self assessment

without issuing

a

condition report/disposition

request.

To address

this issue licensee

personnel

provided additional training for site personnel

to ensure

understanding

of the need to initiate a corrective action document.

They

implemented

a media campaign to stress

the use of the corrective action

program.

Licensee

personnel

also developed

a long term action plan to

research

and address

the cause of the reluctance to write condition

report/disposition

requests.

The failure to,identify conditions adverse to

quality is

a violation of Criterion XYI of 10 CFR Part 50, Appendix B.

This

licensee-identified

and corrected violation is being treated

as

a noncited

violation, consistent with Section YII.B.1 of the

NRC Enforcement Policy.

The self-assessment

team also concluded that implementation of the recently

enhanced operability determination

process

was weak.

The team identified

cases

where operability determinations were'ot completed in a timely

manner.

For example.

the self-assessment

team reviewed Plant Review Board

Minutes 95-29,

dated

December

1,

1995. which reviewed Justification for

Continued Operation 95-06-00.

Licensee

personnel

had identified and reported

a condition potentially outside the design basis,

which could lead to the

turbine driven auxiliary feedwater

pump tripping on overspeeed

(Reference:

Unresolved

Item 528/9521-02).

On January

10,

1996,

licensee

personnel

approved the justification for continued operation for this issue.

The

justification for continued operation

was prepared to provide information to

be used in an operability determination for associated

Condition

Report/Disposition

Request

9-5-0200.

On February

20.

1996 'he self-assessment

team requested

the operability

determination for this condition report/disposition .request

and was informed

that it had not been initiated.

As

a result, Operability Determination

97 was

prepared

and Condition Report/Deficiency

Request

9-6-0191

was written to

evaluate

and address

why an operability determination

was not performed

when

the justification for continued operation

was written.

The team also reviewed

a memorandum

from nuclear

regulatory affairs to

operations,

which documented

several

other operability determination

issues

related to the implementation of the operability determination

program and

establishing

the operability determination basis.

This included examples

where an operability determination

was not issued.

and its basis

was not

established

in a timely manner.

Most of the examples

noted in the memorandum

were concerns originally identified by the

NRC.

The self-assessment

team

concluded that these issues'ombined

with the technical

issues identified on

two of the operability determinations

reviewed from the auxiliary feedwater

system,

indicated that

a larger problem existed with the recognition

and

performance of operability determinations.

The self-assessment

team concluded

that operability determinations

were occasionally treated

as after-thoughts

instead of first-order-of-business

actions.

I

j

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)

The licensee

prepared

Condition Report/Deficiency

Request

9-6-0300 to evaluate

and address

interface issues

between the followin'programs:

the operability

determination

program.

the condition report/disposition

request

program.

the

justification for continued operation

program and the

10 CFR 50.59 program.

Licensee

personnel

planned to clarify the applicable procedures.,

They planned

to provide management

expectations

to operations

personnel

concerning the

scope of operability determinations.

They also provided training for site

personnel

which emphasized

that it is necessary

to initiate a corrective

action document for degraded

and nonconforming conditions to ensure

followup

and closure.

In their media campaign licensee

personnel

stressed

the

. importance of reporting degraded

conditions to the control

room.

Procedure

40DP-90P26.

"Operability. Determinations,"

requires that an

operability decision

be made within 24 hours2.777778e-4 days <br />0.00667 hours <br />3.968254e-5 weeks <br />9.132e-6 months <br /> of when

a non-conforming

condition is identified.

The failure to complete the operability

determination

associated

with Justification for Continued Operation 95-06-00

wi.thin 24 hours2.777778e-4 days <br />0.00667 hours <br />3.968254e-5 weeks <br />9.132e-6 months <br /> is

a violation of Technical Specification 6.8. l.

This

licensee-identified

and corrected violation is being treated

as

a noncited

violation. consistent with Section VII.B.1 of the

NRC Enforcement Policy.

The self-assessment

team also noted that specific problems identified on

condition report/disposition

requests

were generally corrected,

but repetitive

and/or related

problems

were not always thoroughly analyzed to determine if

more extensive evaluation or corrective action was needed.

4

INDEPENDENT NRC INSPECTION (40501)

4.1

Ins ection

Sco e

The inspectors

reviewed the licensee's

self-assessment

reports

the detailed

audit checklists,

the information in the self-assessment

team request for

information notebooks.

and the associated

condition report/disposition

requests

to develop

an understanding

of the basis for the self-assessment

team's

conclusions.

The inspectors

also reviewed portions of the design basis

manual for the

diesel

generator

and auxiliary feedwater

system

and applicable portions of

Updated Final Safety Analysis Report.

The inspectors

toured portions of the auxiliary feedwater

system

and the

emergency diesel

generator

system with the cognizant

system engineer

and the

cognizant self-assessment

team member.

The inspectors

reviewed the

self-assessment

team's

system walkdown=deficiency reports.

In addition, the

inspectors

performed

an independent

tour of; portions of the auxiliary

feedwater

system

and the condensate

transfer

system.

The inspectors

interviewed self-assessment

team members

and other cognizant

licensee

personnel.

The inspectors

also attended

self-assessment

team

meetings

and the self-assessment

team exit.

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4.2

Observations

and Findin s

The inspectors

generally agreed with the conclusions of the self-assessment

team.

The inspection activities, which resulted in a divergent or amplifying

view are described

below.

4.2. 1

Auxiliary Feedwater

Mini-flow Line Insulation

During the independent

inspection of the auxiliary feedwater

system

and the

condensate

transfer

system.

the inspectors

noted that the exposed portions of

the safety related mini-flow return lines for the essential

auxiliary

feedwater

pump were not insulated like the similar mini-flow return line for

the nonessential

auxiliary feed water pump.

The inspectors

requested

the

licensee to provide the basis for this difference.

The licensee initially determined that the installed configuration of the

essential

mini-flow lines (i.e., not insulated)

was not consistent with the

general

guidance for freeze protection provided in Arizona Nuclear

Power

Project Mechanical

General

Design Criteria, Part II. Section

6. 10,

Revision

13.

On May 7.

1996. the inspectors

telephoned

licensee

personnel

to discuss

the

results of the licensee's

investigation of the significance of this finding.

Licensee

personnel

had performed additional analysis

and determined that the

installed configuration of the essential

mini-flow lines was acceptable.

The

design criteria included

an exception,

which allowed insulation not to be

installed if partial blockage

due to freezing was acroptable.

Licensee

personnel

calculated that for the design basis

freeze

(24 hours2.777778e-4 days <br />0.00667 hours <br />3.968254e-5 weeks <br />9.132e-6 months <br /> at 25

F). the

expected partial freezing would not prevent the mini-flow lines from

erforming their protective function.

Licensee

personnel

stated that they

elieved the architect engineer

had intentionally omitted the insulation from

these lines, although they had no particular basis

for this belief.

The inspectors

discussed

with the licensee the fact that the inspectors

found

a potential

hardware deficiency. which was not identified by the self-

assessment

team.

The licensee

determined that this oversight

was caused

by a

system boundary change.

The mini -flow return piping for the essential

auxiliary feedwater

pumps

was designated

as being

a part of the condensate

transfer

system.

The licensee stated that the self-assessment

team stopped

their tour when they reached

the auxiliary feedwater

system boundary.

4.2.2

Use of Probabilistic Risk Assessment

Information

The inspectors

reviewed

a condition report/disposition

request.

which related

to repeated tripping of the nonessential

auxiliary feedwater

pump due to

suction pressure

switch problems.

Despite the fact that the affected

equipment

was risk significant. the licensee

had not classified this condition

report/disposition

request

so that

a root-cause

analysis would be performed.

The inspectors

discussed

condition report/disposition

request classification

with the licensee

and found that the licensee

had downgraded the condition

report/disposition

request classification

so that

a root-cause

analysis

was

not required

because

there

was

no specific Updated Final Safety Analysis

I

e

l

Report.

Chapter

15 safety function for the pressure

switch or the pump.

While

consideration of the risk significance

was noted in the condition

report/disposition

request.

the inspectors

found that risk implications were

not conservatively

factored into the licensee's

classification of the

condition report/disposition

request.

The inspectors

noted that despite the repetitive nature of the pump trips,

personnel

from instrument

and controls engineering

had not been included in

the team assigned

responsibility for resolving the problem.

The inspectors

considered

the downgraded condition report/disposition

request classification

to have contributed to the lack of involvement by instrument

and controls

engineering

personnel.

4.2.3

License Basis for Nonessential

Auxiliary Feedwater

The auxiliary feedwater

system consisted of three trains of equipment

for

providing cooling to the steam generators

in the event of a loss of main

feedwater.

Although originally designed

as non-safety related,

the

nonessential

train was modified during licensing to augment its reliability as

a defense-in-depth

design feature for accident mitigation.

The Technical

Specification Limiting Conditions for Operation were the same for the

nonessential

and the essential

auxiliary feedwater

pumps.

The nonessential

pump capability (with mini-flow secured)

was described in the basis section of

the Technical Specifications

as equivalent to the flow required for the

essential

auxiliary feedwater

pumps

(650 gpm to a steam generator at

1270 psia).

The nonessential

train of auxiliary feedwater

was also described

in the Updated Final Safety Analysis Report:

however, it was not specifically

credited in any Chapter

15 analysis

for accident mitigation.

The inspector

noted that licensee

personnel

had not specified design basis

flow requirements

for the nonessential

train of auxiliary feedwater for

accident mitigation.

The licensee's

design basis

manual for the auxiliary

feedwater

system stated that there is no safety analysis

or design basis

requirement that the non-essential

auxiliary feedwater

pump actually deliver

650 gpm to a steam generator

at 1270 psia.

The individual plant evaluation

stated that the non-essential

train of auxiliary feedwater is capable of 650

gpm, which is consistent with the Technical Specifications.

The licensee

stated that only 350 gpm was needed to meet the individual plant evaluation

analysis criteria; they also stated that only 500 gpm was need to meet the

analysis

associated

with the functional recovery procedures

analysis.

Further, in NRC Inspection Report 50-528/95-21:

50-529/95-21;

50-530/95-21,

the

NRC identified that the licensee did not consider the capability to

promptly open the discharge

valves for the nonessential

train of auxiliary

feedwater following a main steam isolation signal actuation to be

a design

basis safety function of the valves.

On November

27,

1995, following a main

steam isolation signal actuation, it took operators

4 hours4.62963e-5 days <br />0.00111 hours <br />6.613757e-6 weeks <br />1.522e-6 months <br /> to open these

valves.

The inspector concluded that the licensee's

design basis

requirements

did not ensure timely availability of the nonessential

train of auxiliary

feedwater

system for accident mitigation.

10

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1

The inspector noted that the licensee's

design basis

requirements

for the

nonessential

train of auxiliary feedwater were not consistent with the risk

significance of the equipment.

The inspector

noted that the nonessential

train of auxiliary feedwater

ranked high in significance within the licensee's

probabi listic risk analysis.

The licensee's

individual plant evaluation

stated that the single highest dominant contributor to the unavailability of

auxiliary feedwater

system is the

human failure to restore the nonessential

train of auxiliary feedwater following a main steam isolation signal

actuation.

4

The inspector

concluded that the licensee

considered

only the Updated Final

Safety Analysis Report Chapter

15 analysis to define design basis

reauirements

and safety functions.

The inspectors

concluded that the licensee

had not

'consistently translated

the licensing basis for the nonessential

train of the

auxiliary feedwater

system

from the basis section of the Technical

Specifications into the design basis for the train.

The licensee verbally

, committed to clarify their position with respect to the use of the

nonessential

train of auxiliary feedwater.

This concern wi 11

be an inspection

followup item (50-528/9601-01;

50-529/9601-01;

50-530/9601-01).

4.2.4

Design Basis, Validation Not Comprehensive

The inspectors

noted that the condensate

transfer

system,

which included the

condensate

storage

tank and the auxiliary feedwater mini -flow lines,

was

needed to accomplish the safety functions specified for the auxiliary

feedwater

system.

Both the self-assessment

team and the inspectors

identified

minor design discrepancies

related to the condensate

transfer system.

During

followup discussions

with licensee

personnel,

the inspectors

learned that

while the licensee

had developed

a design basis

manual

and performed

a design

basis validation for the"auxiliary feedwater

system,

they had not performed

a

similar review for the condensate

transfer

system.

I'o

address this weakness'icensee

personnel

stated that they planned to

complete

a design basis

manual for the condensate

transfer system

and perform

a design basis validation of approximately

20 percent of the manual.,

4.2.5

Lack of Formal

Prompt Operability Determinations

The inspectors identified two additional

examples of operability

determinations,

which were not performed for potentially nonconforming items.

The self-assessment

team originally identified both technical issues'ut

did

not follow through to ensure

prompt operability determinations

were performed.

because

they believed the equipment to be operable.

In both cases.

engineering

personnel

were actively resolving the technical

issues

and

'elieved

there

was

a technical

basis to support operability.

Following

discussions

with the inspector.

the licensee

performed

a prompt operability

determination for both technical

issues

and found the equipment to be

operable.

11

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0

The inspectors

viewed these

instances

as additional

examples of an overall

weaknesses

in the prioritization of operability determinations.

which was

identified by the 1icensee's

self-assessment

team in Section 3.2.9.

5

UPDATED FINAL SAFETY ANALYSIS REPORT

(UFSAR)

IHPLEHENTATION

A recent discovery of a licensee

operating their facility in a manner contrary

to the

UFSAR description highlighted the need for additional verification that

licensees

were comp1ying with UFSAR commitments.

During an approximate

2-month time period all reactor inspections will provide additional attention

to UFSAR commitments

and their incorporation into plant practices,

parameters

and procedures.

While performing the inspections

which are discussed

in this report the

inspectors

reviewed the applicable portions of the

UFSAR that related to the

areas

inspected.

The self-assessment

team identified several

minor

inconsistencies

between the wording of the

UFSAR and the plant practices.

procedures

and/or parameters.

They identified the deficiencies

in their

corrective action system.

The inspectors

did not identify any additional

examples of UFSAR discrepancies.

12

I

ATTACHMENT 1

PERSONS

CONTACTED AND EXIT MEETING

1

PERSONS

CONTACTED

1. 1

Arizona Public Service

Com an

J. Bailey. Vice President,

Nuclear Engineering

B. Endsor, Visitor, Nuclear Electric

F. Gowers, Site Representative,

El Paso Electric

R. Henry, Site Representative,

Salt River Project

J.

Hesser.

Director. Nuclear Engineering

M. Hodge, Section

Leader,

Nuclear Engineering

D. Kanitz. Senior Engineer,

Nuclear Regulatory Affairs

A. Krainik, Department

Leader.

Nuclear Regulatory Affairs

D. Leech.

Section

Leader,

Nuclear Assurance

Engineering

M. Powell,

Department

Leader.

Nuclear Engineering

C. Seaman'irector,

Nuclear Assurance

G. Shanker.

Department

Leader,

Nuclear Assurance

Engineering

1.2

NRC Personnel

K. Brockman,

Deputy Division Director, Division of Reactor Safety

J.

Kramer, Resident

Inspector,

Division of Reactor Projects

C. Myers, Reactor

Inspector.

Division of Reactor Safety

L. Smith.

Reactor

Inspectors

Division of Reactor Safety

The personnel

listed above attended

the exit meeting.

In addition to the

personnel

listed above.

the inspectors

contacted

other personnel

during this

inspection period.

2

EXIT MEETING

An exit meeting

was conducted

on April 26,

1996.

During this meeting.

the

inspectors

reviewed the scope

and findings of the report.

The licensee did

not express

a position on the inspection findings documented

in this report.

The licensee did not identify as proprietary any information provided to. or

reviewed by. the inspectors.

On May 7,

1996 the

NRC further discussed

the

insulation requirements

for the mini-flow lines associated

with the essential

auxiliary feedwater trains.

On May 24,

1996 the

NRC reviewed the overall

conclusions of the inspection report with licensee

management.

Licensee

personnel

agreed to provide

a commitment in writing to clarifiy their position

on the use of the nonessential

train of auxiliary feedwater.

f

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l

(

I

JOHN D. STAMM

EDUCATION & TRAINING:

~

B.S., Mechanical Engineering, Kansas State University, 1976

ATTACHHENT 2

TEAH HEHBER CREOENTIALS

PROFESSIONAL REGISTRATIONS AND CERTIFICATIONS:

~

Professional Engineer, Missouri, E-19644

EXPERIENCE:

4/81 to Present

WolfCreek Nuclear 0 eratin

Co

WolfCreek Generating Station

Summary

Multiple positions

held

at Wolf Creek

Generating

Station

covering

a

broad

range

of

Engineering

duties

and

responsibilities

beginning

during

the

plant

construction

phase,

continuing through startup, power ascension,

and power operations.

During my tenure at

WCGS,

I have held the following positions.

Supervisor, Safety Analysis

Responsible for supervision of the Safety Analysis and Probability Safety Assessment

groups.

USAR Chapter

15

accident

analysis,

thermal

hydraulic

analysis

and

risk assessment

techniques are performed in support of in-house core design and other plant activities.

Division Manager, System Engineering

Responsible for administering the NSSS, BOP, Auxiliary, and Electrical systems groups whose

job functions assured

system health including plant trending, prioritization of system activities,

generation

of plant modifications, operability determinations;

reportability evaluations,

and

screening/assignment

of field generated documents.

Division Manager, Engineering Support

Responsible

for administering the Project Engineering,

Configuration Management,

ASME,

Design/Drafting, and Design Bases groups.

Manager, Plant Design Engineering

Responsible

for administering the onsite Mechanical, Electrical, and Stress/Civil Engineering

groups;

Functions

included development

of design

changes,

performance

of operability

determinations

and

reportability

evaluations

in

support

of

plant

operations,

and

screening/assignment

of all plant generated

docume'nts

to the

Engineering

Department.

Additionally, the administration of A/E support for major projects was performed.

Manager, Project Engineering

Responsibilities included supervision of the Project Engineering,

Estimating, and Scheduling

groups as well as the supporting

clerical staff who developed

the annual

capital budget;

developed

the scope,

schedule,

and cost estimates

for all proposed

projects valued over

$25K; prioritized and

assigned

all work documents

to the

Engineering

department,

and

developed cost/benefit analysis for proposed plant modifications.

Page

1 of 2

0

1

JOHN D. STAMM

ATTACHNENT 2

TEAN NENBER CREDENTIALS

Lead Mechanical Design Engineer

Accountable for review/approval of design changes

and supervision of the site mechanical

design group.

Lead Shift Test Engineer

Supervised

the power ascension

test crew throughout Initial Core Load, Low Power Physics

testing, and Power Ascension testing required for commercial operation.

Senior Engineer

Performed

construction inspection

activities, coordinated

Initial Surveillance test procedure

write-up for the IST, HVAC, ILRT/LLRT activities; developed

the initial plant performance

monitoring program; and wrote, reviewed, and performed pre-operational test procedures.

10/77 - 2/81

Performance Testin

& Consultants

Inc.

Vice President and 25% Shareholder

Administered the following projects:

~

Monthly Heat Rate testing of 10 separate

Electric Generating

Stations for a midwestern

utility.

~

Air pollution compliance, efficiency, and acceptance

testing of pollution control equipment

for various electric generating

stations,

hospitals, and industrial facilities throughout the

country.

~

Energy and Technical Assistance Audits performed under the National Energy Audit Policy

Act of 1978, Title III, sponsored by the Department of Energy.

Also served

as Personnel

Manager and participated in managerial

duties such as business

development, computer programming, estimating, proposal and technical report writing.

8/72 - 10/77

Burns & McDonnell En ineerin

Co.

Mechanical Engineer

Air Quality Control Division. Participated in design of a flue gas desulfurization system for a

170 MW unit in Illinois and the FGD system and electrostatic precipitators for three 600 MW

units in Wyoming.

Served as Test Director for EPA compliance tests at seven generating

stations in Kansas, Missouri, and Kentucky.

Cooperative Education Student

Alternated

semesters

while working towards my engineering

degree.

Participated

in source

testing, ambient air testing, computer based

dispersion

modeling, and technical writing of

Environmental Impact Studies.

Page 2 of 2

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