ML17083B670

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Forwards Insp Repts 50-275/85-35 & 50-323/85-33 on 851007-1101.No Violations Noted
ML17083B670
Person / Time
Site: Diablo Canyon  Pacific Gas & Electric icon.png
Issue date: 11/26/1985
From: Kirsch D
NRC OFFICE OF INSPECTION & ENFORCEMENT (IE REGION V)
To: Shiffer J
PACIFIC GAS & ELECTRIC CO.
Shared Package
ML17083B671 List:
References
NUDOCS 8512130482
Download: ML17083B670 (10)


See also: IR 05000275/1985035

Text

NoV 86 ~986

Docket No. 50-275,

50-323

Pacific Gas

and Electric Company

77 Beale Street,

Room 1451

San Francisco,

California

Attention:

Mr. J.

D. Shiffer, Vice President

Nuclear Power Generation,

Licensing

Gentlemen:

Subject:

NRC Inspection of Diablo Canyon Units

1 and

2

This refers to the inspections

conducted by Mr. J. F. Burdoin of this office

during October 7-November 1, 1985, of activities authorized

by NRC License

Nos.

DPR-80 and DPR-81,

and to the discussion of our findings with Mr. R.

Thornberry,

and other members of your staff on November

1,

1985.

Areas examined during this inspection are described in the enclosed

inspection

report.

Within these

areas,

the inspection consisted of selective

examinations

of procedures

and representative

records,

interviews with

personnel,

and observations

by the inspector.

No violations of NRC requirements

were identified within the scope of this

inspection.

In accordance

with 10 CFR 2.790(a),

a copy of this letter and the enclosure

will be placed in the

NRC Public Document

Room.

Should you have

any questions

concerning this inspection,

we will be glad to

discuss

them with you.

Sincerely,

D. F. Kirsch, Deputy D'irector

Division of Reactor Safety and Projects

8512130482

851126

PDR

ADOCK 05000275

8

PDR

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Diablo Canyon

SSER-33

Appendix 5

B.7-1

Enclosure:

Inspection Report Nos. 50-275/85-35,

50-323/85-33

cc w/enclosure:

S. D. Skidmore,

PGStE

R.C. Thornberry,

PGGE (Diablo Canyon)

P.A. Crane, Jr.,

PG&E

D. Taggart,

PGSE (Diablo Canyon)

R. Weinberg,

PG&E (Diablo Canyon)

State of Ca Sandra Silver

bcc:RSB/Document

Control Desk

(RIDS)

Mr. Martin, Mr. Faulkenberry

Resident Inspector

Green, Pink, File, Document File

U. S.

NUCLEAR REGlKATORY COMMISSION

REGION V

Report Nos. 50-275/85-35,

50-323/85-33

Docket Nos. 50-275,

50-323

License Nos.

DPR-80,

DPR-81

I.icensee:

Pacific

Gas

and Electric Company

77 Beale Street,

Room

1451

San Francisco,,California

94106

Facility Name:

Diablo Canyon Units

1 and

2

Inspection at:

Inspection

co

Diablo Canyon Site,

San tuis Obispo County, California

uc

ctob

7-Nov

er 1,

1985

Inspector:

J

Burd in, Reactor Inspector

Da

e

S gned

Approved by:

s

R. T. Dodds, Chief, Reactor Project Section

1

Da

e Signed

S~umma r

Ins ection durin

eriod of October

7-November

1

1985

(Re ort Nos. 50-275/

85-35

and 50-323/85-33.

Areas Ins ected:

Unannounced

inspection by one regional inspector of open

items consisting of followup inspection items, Part

21 Reports,

Generic

I,etters

and IE Notices

and followup of allegations

by NRC contractors.

Inspection procedures

numbers

92700,

92701,

92704,

and 92705 were used

as

guidance for the inspection.

The inspection involved 78 inspection hours by

one inspector

and approximately

120 hours0.00139 days <br />0.0333 hours <br />1.984127e-4 weeks <br />4.566e-5 months <br /> by contract personnel.

Results:

No items of noncompliance

or deviations

were identified.

Diablo Canyon

SSER-33

B.7-2

Appendix

B

a

~

Task:

Alle ation or Concern

No. 572

(ATS No: RV-84-A-052)

1)

Characterization

PG&Z has stifled Pullman Power Power Products

(PPP) inspectors

reports of faulty Bosten-Bergen

and American Bridge Welds, by

directing them not to issue discrepancy

reports.

2)

Im lied Si nificance to Desi

n

Construction

or 0 eration

Faulty welds in components

received

from vendors, if

uncorrected,

could possibly result in failure of safety-related

systems.

3)

Assessment

of Safet

Si nificance:

Staff review of 'source

document,

GAP 2/2/84 letter,

8102-104

indicates that

PPP inspectors

were issued

memoranda

to stop

issuing Discrepancy Reports

(DRs) on "shop" welds.

The

terminology "shop" is used to describe

purchased

components

that were welded by outside vendors.

The allegation cites

a

PG&E memo dated April 3,

1980, authorized

by Marvin (SIC)

Leppke

as

a basis for the conclusion that

PG&E stifled PPP

inspectors,

The allegation further states that, in 1982,

PG&E

instructed

Pullman to delete

those welds from the formal

walkdown program.

The

NRC staff reviewed the April 3,

1980

memo issued

by

Mr. M. R. Leppke.

The staff was unable to find any direction

that

PPP should stop issuing discrepancy

reports

on shop welds.

The context of this letter indicates that an extensive

program

had been

underway to investigate,

evaluate

and repair rupture

restraint welds.

The letter states

that sufficient shop weld

data

had been obtained to allow the engineering

department

to

review the data

and include its conclusions in the final

rupture restraint report.

4)

Conclusions

and Staff Positon

The allegation that.

PG&E stifled attempts

by PPP inspectors

to

report and correct faulty vendor welds cannot be substantiated

Action Re uired:

None.

b.

Task: Alle ation or Condern No.

993

(ATS No: RV-84-A-076)

Characterization

(Similar to allegations

353 through

359 for field welds

197-212,

concerning welding

QC at Diablo Canyon.)

It was

alleged that'several

college students

working as

QC Inspectors

Diablo Canyon

SSER-33

B.7-3

Appendix

B

were unqualified.

It was further alleged that weld procedure

code

200 was "grossly inadequate".

2)

Im lied Si nifiance to Desi

n

Safet

or Construction

Unqualified inspectors

or inadequate

weld procedures

could

possibly result in unsatisfactory

construction of

safety-related

systems

or components.

3)

Assessment

of Safet

Si nificance

The source

documents

were reviewed.

The allegers

testimoney

only provided generalities

such

as "the quality controls at

Diablo Canyon leave

a lot to be desired" and"it is

a real

horrendous

mess".

This document lacks the substance

or details

necessary

to conduct

a viable investigation.

Subsequent

testimony identifies three individuals who were

allegedly not qualified to be inspectors.

The staff researched

Pullman Power Products

Company training and certification

records for these

three inspectors.

Their records indicate

that these inspectors

held certificates of qualification that

were issued

upon completion of training and successfully

passed

written examinations for nuclear pipe welding and visual

inspection.

The testimoney further alleges that another indivdual wrote

welding procedures

for Pullman Power Products

Company

and that

"in no way was

he qualified for this task".

A search of

Pullman Power Products

Company records failed to identify this

person

as ever having been

employed at Diablo Canyon.

The only

person with the

same

name

employed at Diablo Canyon that was

even remotely connected with welding was qualified as

a visual

welding inspector.

It was also alleged that the quality of work performed by the

production workers at Diablo Canyon

was "really poor".

This

allegation

was

made by another alleger,

whose allegation

was

resolved

on allegation no.

1543,

ATS No.

RV 84A114.

A May 7,

1984 letter from another alleger to the

NRC expresses

opinions that weld procedure

code 200, Specification

P12B-Pl-K1-4F-SMAW-6G was "grossly inadequate',

that failure

analysis

conclusions

were incomplete, that "significant

factors" were not addressed,

that weld procedure

code

200

"indicated

a basic misunderstanding

of Preheat

theory" and that

radiographic examination

used by itself was not adequate

to

verify weld integrity.

This allegation appears

to be very

similar to earlier, allegations

353-359 concerning weld

procedure

code

200 for field welds 197-212. It was concluded

previously that weld procedure

code

200 and specification

P12B-Pl-Kl-4F-SMAW-6G were written, qualified and approved in

accordance

with the

ASME Code,Section IX, Paragraph

QW 200.2,

Diablo Canyon

SSER-33

B.7-4

Appendix

B

1983 edition,

and Q-10 in the

1971 edition, which is the

accepted

standard for use in the nuclear industry.

4)

Conclusion

and Staff Position:

Review of Pullman Power Products

Company records indicate that

inspectors

were indeed trained,

tested

and certified before

they were permitted to perform weld inspection.

This

conclusion is further supported

by the results of allegations

995 and 378, which are also concerned with inspector training

and qualification.

The allegations

can not be substantiated.

5)

Action Re uired:

None.

c

Task: Alle ation or Concern

No.

1009

(ATS No: RV-84-A-064)

Characterization

I

2)

eration

An individual believes that engineers

who questioned

suspect

assumptions

were transferred

to Unit 2.

Cooperative

engineers

plug new recruits

wer'e assigned

to Unit l.

Im lied Si nificance to Desi

n

Construction

and

Assignment of engineers

based

upon attitudes

could result in a

insufficient level of experience in the groups

assigned

to one

of the units.

An inadequate

experience

level could result in

failure to detect safety significant design or installation

errors.

3)

Assessment

of Safet

Si nificance

Review of previous, similar allegations

by the

same individual

led to the conclusion that the allegation pertains to the split

up of the Onsite Project Engineering

Group

(OPEG) small bore

pipe support group that occurred in January

1983.

This

reorganization

created Unit

1 and Unit 2 areas within the small

bore pipe support

group and divided each area in to three

squads.

Previously there

had been

no subdivisions within the

group.

The reasons

for this reorganization

and the basis for the

individual assignments

to the two groups

were discussed

with

the individuals who were, at the time, the assistant

onsite

project engineer

and the small bore pipe support group

supervisor.

They both indicated that, at the time of the

reorganization,

a consistent

increase in work load was being

experienced

due to the fact that both units were entering

a

construction

phase that entailed

a large amount of small bore

pipe support work.

The group was reorganized

to provide for

better

management

of the increased staffing levels necessary

to

support the required level of effort.

The assignments

to

the'iablo

Canyon

SSER-33

B.7-5

Appendix B

two groups

were made by the group supervisor in conjunction

with the Unit

1 and Unit 2 area

leaders

plus the squad

leaders

who were onsite at the time.

Discussions

with the individual who was the group supervisor

indicated that roughly the

same

experience

level was required

of all group members,

however, there were

some individuals in

the group who had been

employed at the Diablo Canyon Project

for longer than others,

thus these individuals were more

familiar with project procedures

and personnel.

It was his

intention that the reorganization result in each

squad having

a

few individuals with Diablo Canyon Project experience.

To determine if the ultimate squad composition reflected this

intent, the composition of each

squad

was reviewed to identify

those individuals who had been with the small bore pipe support

group since its inception.

Ea'ch of the squads, both'n the

Unit

1 and Unit 2 areas,

had between

two and three engineers

who met this criterion.

4)

Conclusions

and Staff

Position'll

of the engineers

in both the Unit 1 and Unit 2 small bore

pipe support areas

were required to have basically the

same

level of industry experi'ence.

Review of the individuals

assigned in each of the area indicated that the engineers

with

the most Diablo Canyon experience

were divided roughly equally

between the Unit

1 and Unit 2 areas.

Therefore,

no safety

significance

can be attributed to this allegation.

5)

Action Re uired

None.

d.

Task:

Alle ation or Concern

No.

1399

(ATS No. RV-84-A-073)

Characterization

Base plates of support

members

on Unit 2 RHR containment

sump

recirculating lines to RHR Pump have partial penetration

weldments.

2)

Im lied Si nificance to Desi

n

Construction or 0 eration

The implied safety significance is that base plates

improperly

welded

may not support the designed

loading.

3)

Assessment

of Safet

Si nificance

The staff, after investigation, identified two pipe supports

which have base plates with sections

added

and welded

as

described

by the allegation.

These

were Hangers 22-llR and

413-76R.

Diablo Canyon

SSER-33

B.7-6

Appendix

B

Hanger 22-llR

S 413-76R are similar in which a 3/8" plate

was

located

between

two other base plates

and welded with a square

groove weld joint, requiring full penetration.

The

PPP

as-built

was generated

to modify support per Stress

Analysis

No. G-003-04,

Rev.

1 by Gathersburg

Power Division (GPD).

This

new work consisted of gusset plates

and other nonmelevent

modifications.

A field inspection" substantiated

the allegation.

One hanger

had the weld wrapping around the plate making it difficult to

determine

weld type but the other

showed

a partial penetration

weldment.

PG&E engineering staff reanalyzed

the hangers

leaving out the welds

and found them to meet the safety factor

requirements.

Therefore, in these

two isolated

cases

no

structural safety significance exists.

The inspector in preparing

a FIR (Field Information Request)

for- GPD mistakenly called out the wrong weld type.

To verify

that was an isolated

case, all the inspectors 'records

were

reexamined.

The records indicated this individual was

a

cognizant inspector

and aware of details.

The individual was

at Diablo Canyon for approximately

one year.

In that time,

he

performed approximately

450 inspections of which only 22 were

of a similar type penetration

weld and only 7 of the 22 were

structural in nature.

These

were reinspected

and the welds

were correctly called out.

4)

Staff Position

The situation in which a wrong weld was called appears

to be

an

isolated

case of no structural safety significance.

5)

Action Re uired

None.

e.

Task:

Alle ation or Concern

No.

1485

(ATS No: RV-84-A-113)

Characterization

Unistrut and Thunderbird

clamps

used to support hydrogen

gas

tubing do not provide adequate

support.

2)

Im lied Si nificance to Desi

n

Construction

and

0 eration

Inadequately

supported

hydrogen lines would present

fire hazard if the lack of support resulted in line

under conditions that imposed

abnormal loads

on the

(e.g. turbine trip).

a potential

rupture

tubing

Assessment

of Safet

Si nificance

Appendix

B

The hydrogen lines for Unit 2 were inspected

and it

confirmed that Unistrut P2026

clamps

have

been

used

Diab1o Canyon

SSER-33

8.7-7

was

in some

12

places to support 1/2 inch pipe and Thunderbird saddle

clamps

have been

used in some places

to support instrument tubing.

Discussions with PG&E engineering indicated that they have

determined that accelerations

on the order of 14g would be

required to load the Unistrut clamps

beyond their design load.

This far exceeds

the maximum loading that could be-imposed

by

an credible source of dynamic loading.

PG&E indicated that

similar results

would be expected for the Thunderbird

clamp

applications.

Independent

assessment

of the loads required to

exceed

design strength of the clamps

concluded that PG&E's

value of 14 g was conservative.

4)

Conclusions

and Staff Position

The Thunderbird

and Unistrut clamps being used to support main

generator

hydrogen lines will withstand significantly greater

loads than they will ever be expected

to experience.

Therefore, this allegation

has

no safety significance.

Action Re uired

None.

f.

Task:

Alle ation or Concern

No.

1493

(ATS No: RV-84-A-114)

Characterization

Pullman used pipe welding procedures

on structural steel

and

when the problem was identified Pullman wrote

a

memo which

revised the

ESD which legalized the existing practice.

2)

Im lied Si nificance to Desi n

Construction or 0 eration

Welds

made utilizing the wrong weld procedure

may not meet the

designed

load.

3)

Assessment

of Safet

Si nificance:

The alleger stated that full penetration single bevel welds

performed

on structural steel utilized a 37-1/2

bevel which

was feasible for pipe.

When this was brought to the attention

of Pullman Q.A.

a

memo was written to revise the weld

procedure.

ASME Section IX, Welding and Brazing Qualifications,

does not

consider

a change

on weld joint angle for SMAW or

GTAW as

an

essential variable, therefore, requalification of the weld

procedure if an angle

change is made is not required.

4)

Staff Position:

Diablo Canyon

The staff concludes that the weld joint-angle

change. made by

Pullman Q.A. was performed correctly as per the governing

Code.

SSER-33

B.7-8

Appendix

B

13

5)

Action Re uired:

None.

9.

EXIT MEETINGS

The inspector

conducted exit meetings

on October ll (an interim

meeting)

and November

1 with the Plant Manager,

Plant

Superintendent,

and other members of the plant staff.

During these

meetings,

the inspector

summarized

the scope of the inspection

activities

and reviewed the inspection findings as described

in the

report.

The licensee

acknowledged

the concerns identified in the

report.

Diablo Canyon

SSER-33

B.7-9

Appendix

B

I'