ML19249B662

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IE Insp Rept 50-456/79-06 & 50-457/79-06 on 790503. Noncompliance Noted:Failure to Use Proper Penetrameter for Radiography of Containment Linerplate
ML19249B662
Person / Time
Site: Braidwood  
Issue date: 05/30/1979
From: Clint Jones, Knop R, Schseibinz E
NRC OFFICE OF INSPECTION & ENFORCEMENT (IE REGION III)
To:
Shared Package
ML19249B654 List:
References
50-456-79-06, 50-456-79-6, NUDOCS 7909040648
Download: ML19249B662 (6)


See also: IR 05000456/1979006

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U.S. SUCLEAR REGULATORY COMMISSION

OFFICE OF INSPECTION AND ENFORCEMENT

REGION III

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Report No. 50-456/79-06; 50-457/79-06

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Docket No. 50-456; 50-457

License No. CPPR-132; CPPR-133

Licensee:

Commonwealth Edison Company

Post 02fice Box 767

Chicago, IL 60690

Facility Name:

Braidwood Nuclear Power Station, Units 1 and 2

Inspection At:

Braidwood Site, Braidwood, IL

Inspection Conducted:

May 3, 1979

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Inspectors:

E. R. Schweibin'z

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Approved By:

R. C. Knop, Chiet

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Projecta Section

Inspection Summary

Inspection on May 3, 1979 (Report No. 50-456/79-06; 50-457/79-06)

Areas Inspected: Radiographic examination procedures for contain-

ment liner plate; and site tour. The inspec*. ion involved a total of

12 inspector-hours onsite by two NRC inspectors.

Results:

Of the two areas inspected, no items of noncompliance or

deviations were found in one area; one apparent deviaton was iden-

tified in one area (Deviation - Failure to use proper penetra-meter

for radiography of containment liner plate - Paragraph 1).

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DETAILS

Persons Contacted

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Commonwealth Edison Company (CECO)

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  • R.

Cosaro, Project Superintendent

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J. A. Homoly, Quality Assurance Supervisor

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T. Merwin, Lead Mechanical Engineer

&C. Mennecke, Lead Electrical Engineer

  • H. T. Cobbs, Quality Assurance Engineer

The inspectors also contacted and interviewed other licensee and

contractor personnel, including craftsman,QA/QC, technical and

engineering staff members.

  • Denotes those attending the exit meeting.

Functional or Program Areas Inspected

Details of functional or program areas inspected are documented as

follows.

1.

Radiographic Examination Procedures for Containment Liner Plate

a.

The following documentation was reviewed:

(1) Braidwood PSAR Paragraph 3.8.2.6.7, Nondestructive

Examination of Liner Plate Welds, which states, in

part, "All nondestructive examination will be per-

formed by personnel cualified in accordance with

Section II of the ASME B&PV Code and all examination

procedures will be in accordance with Appendix X to

Section III and Section V of the ASME B&PV Code."

(2) Appendix X to Section III of the 1971 edition of the

ASME Boiler and Pressure Vessel Code, Nondestructive

Examination Metbods for Metal Containment Vessels.

(a) Parar

,h X 3325, Penetrameters, Subparagraph

X-332a.1, Material, Size and Shape, states, in

part, "The maximum thickness of the penetrameter

shall be as shown in Table X-3325.1-1."

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(b) Table X-3325.1-1, Standard Penetrameter Sizes,

indicates that "For a weld thickness between the

range of over 1/4" through 3/8" the thickness of

, . , .

the penetrameter on the source side shall be

0.0075" and the designati a on the penetrameter

shall be No.

7."

(c) Subsubarticle X-3330, Technique for Radiographic

Examination of Welded Joints, Paragraph X-3332,

Required Sensitivity of Radiographic Technique,

states " Radiography shall be performed with a

technique which will have sufficient sensitivity

to indicate the features in X-3334.5 of a pene-

trameter of the thickness specified for the

thickness of the weld being examined, as shown

in Table X-3325.1-1."

(d) Subparagraph X-3334.5, Images Which Shall Appear

on Radiographs, (a) "The images of the identifying

numbers of the penetrameter outline and of the

2T hole are all essential indexes of image

quality on the radiograph and they shall appear

on the radiograph, except that for penetrameters

5, 7, and 10, the slit shall appear clearly, and

hole need not appear."

(3) Sargent and Lundy Specification No. L-2725, Steel

Liner Work for Reactor Containment St.uctures Byron /

Braidwood Nuclear Generating Station - Units 1 and 2,

Division 2-602 subparagtaph 2-602.6 states that,

" Examination and testing of welds for steel liner

work shall be in accordance with the requirements of

Standard Specification Form STR1, with the following

modifications: . . .Pa ragraphs 6.1.1,

...as

indicated

below, shall be used in lieu of the same parts as

speci fied in Standard Specification Form STRI ."

6.1.1

Contractors shall perform all radiographic

examination in accordance with the require-

ments of Article 3, ASME Section V, except

that:

(a)

Intensifying screens shall be used,

(b) Types 1 and 2 film shall be used,

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l (c) The minimum density for single viewing

shall be 1.5.

(4) Chicago Bridge and Iron (CB&I) Procedure No.

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RTP-(74-2270/71)-15L, Rev. 5 approved by Sargent and

Lundy by a letter dated August 16, 1976, titled " Spot

Radiographic Examination Procedure for Welds, for

Liners."

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(a) Section 3.0, References;

Subparagraph 3.1, 1971 ASME Boiler and Pressure

Vessel Code,Section V, T-170 of Article 1,

T-222.2 and T-222.3 of Article 2, Article 3 and

SE-142 of Article 22 with Summer 1973 addenda.

(b) Section 4.8, Penetrameter:

The type, size and

shape of penetrameter shall be in accordance

with SE-142, Fig.

1.

(c) Section 7.1.A, "The images of the identifying

numbers, the penetrameter outline, and of the

essential hole of Table T-320 are all essential

indexes of image quality on the radiograph, and

they shall appear on the radiograph.

(d) Section 7.1.B, "The film density through the

weld metal shall be 1.5 minimum for single

viewing and 1.8 minimum for composite viewing of

double film exposures."

(5) ASME Boiler and Pressure Vessel Code,Section V,

1971

edition, Article 3, Radiographic Examination, Table

T-320, Thickness, Penetrameter Designations, and

Essential Holes, requires that ior a single wall

material thickness of the range of over 1/4" through

3/8" tht the source side penetrameter shall be a

size 12 with an essential hole of 4T.

Note: A size 12 penetrameter has a thickness of

0.012".

b.

Evaluation of the Above Documents

The RIII inspector requested the licensee to explain the

apparent deviation between:

(1) The commitment in the

(];).li ? mj $.

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PSAR to have 311 nondestructive examination procedures in

accordance with Appendix X to Section III of the ASME

Boiler and Pressure Vessel Code, which requires the use of

a 0.0075" thick penetrameter for a weld thickness over

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1/4" through 3/8" (the liner plate is 1/4" thick) and; (2)

The requirement of CB&I Procedure No. RTP-(74-2270/71)-15L

to determine the thickness of the penetrameter in accordance

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with Table T-320 which requires a penetrameter 0.012"

thick for the same material thickness.

The RIII inspector explained that he had identified an

identical deviation at Marble Hill during the previous

month.

Sargent and Lundy (S&L) Specification No. L-2725

references Article 3 of Section V instead of Appendix X to

Section III of the ASME Boiler acd Pressure Vessel Code.

It should be noted at this time, that the No. 12 penetrameter

called for in Article 3 of Section V is 60*s thicker than

the No. 7 penetrameter as called for in Appendix X to

Section III.

The licensee indicated that it would contact S&L to explain

why the thicker penetrameter was allowed to be used in

lieu of the commitment in the PSAR.

This item is a deviation from a commitment in the PSAR.

(456/79-06-01; 457/79-06-01)

Note: The RIII inspector recognizes that Section III of

the ASME Boiler and Pressure Vessel Code does not require

that the coctainment liner plate seam welds be radiographed.

However, Regulatory Guide 1.19 does require that these

seam welds be spot radiographed.

Braidwood PSAR Section

1.7 commits to Regulatory Guide 1.19, August 11, 1972,

Nondestructive Examination of Primary Containment Liner

Welds.

Regulatory Guide 1.19:

Paragraph C.1, Nondestructive

Examination of Liner Seam Welds, Subparagraph C.I.a

requires that welds be examined radiographically in

accordance with the techniques prescribed in Section V.

(ASME B&PV Code); Subparagraph 7.a, Containment Liner Seam

Welds Examined by Radiography, states, "Where a spot in

the seam weld is judged acceptable in accordance with the

referecced standards of NE-5120 of Section III of the ASME

B&PV Code, the entire weld test unit represented by this

spot radiograph is considered acceptable."

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Subarticle NE-5120, Examination Requirements of Welded

Joints for Vessels, of Section III of the 1971 Edition of

the ASME B&PV Code states, " Examination in accordance with

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the requirements of Section VIII, Division 1 of this Code

shall be made of welded joints for vessels as follows: (a)

Welded joints of Categories A and B as defined in

NB-3351 shall be radicgraphed in accordance with UW-51."

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Subparagraph NB-3351.1 defines Category A welded joints as

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longitudinal welded joints within the main shell.

Subpara-

graph NB-3351.2 defines Category B welded joints as circum-

ferential welded joints within the main shell.

UW-51 to Section VIII, Division 1 of the ASME Boiler and

Pressure Vessel Code, Table UV-51, Standard Penetrameter

Sizes, requires that a penetrameter for weld thickness

range of over 1/4" through 3/8" be of a thickness of

0.0075" and designated a No. 7 penetrameter.

The liner

plate is 1/4" thick.

The commitment in the PSAR Paragraph

3.8.2.6.7 requires that all examination procedures will be

in accordance with Appendix X to Section III and Section V

of the ASME Boiler and Pressure Vessel Code.

Appendix X

to Section III and Article 2 of Section V are acceptable

methods of meeting the requirements of Regulatory Guide

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1.19, since their examination requirements are equivalent.

2.

Site Tour

An extensive site tour was conducted to further inform the new

project inspector of previous activities at the site.

Exit Meeting

The inspectors met with the licensee representatives (denoted in the

Persons Contacted paragraph) at the conclusion of the inspection on

May 3, 1979. The inspectors summarized the scope and findings of

the inspection including the one apparent deviation, identified in

paragraph No. 1 of the Details section of this report. The licensee

acknowledged the findings. The licensee representatives were informed

that Mr. E. R. Schweibinz is now the newly assigned Project Inspector

for the Braidwood facilities.

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