ML20050N440

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IE Insp Rept 50-312/82-02 on 820112-15.Noncompliance Noted: on 820112,containers of High Strength Bolting Matl to Be Used in Erection of Structural Steel for Nuclear Svc Electrical Bldg Found Open
ML20050N440
Person / Time
Site: Rancho Seco
Issue date: 03/26/1982
From: Eckhardt J, Hernandez G
NRC OFFICE OF INSPECTION & ENFORCEMENT (IE REGION V)
To:
Shared Package
ML20050M903 List:
References
50-312-82-02, 50-312-82-2, NUDOCS 8204140340
Download: ML20050N440 (6)


See also: IR 05000312/1982002

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U. S. NUCLEAR REGULATORY COMMISSION

REGION V

Report No. 50-312/82-02

Docket No. 50-312 (C0N)

License No.

DPR-54

Safegurads Group

Licensee:

Sacramento Municipal Utility District

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P. O. Box 15830

Sacramento, California 95812

Facility Name:

Rancho Seco

Inspection at:

Herald, California

(Rancho Seco site)

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Inspection conducted: January 12-15, 1982

Inspectors: M.

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3/J.6/8&

pHernandez, Reactor (,JAspector

Date Signed

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Approved by:

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J./H. Eckhardt, Acting Chief, Reactor Projects

IIate Signed

Section 1, Reactor Construction Projects Branch

Summary:

Inspection on January 12-15, 1982 (Report No. 50-312/82-02)

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Areas Inspected: Routine unannounced inspection by a regional based inspector

of licensee activities related to' plant modifications including:

review of

construction and quality implementing procedures; observation of work activities;

handling and storage of material; and drawing control activities.

The inspection involved 32 inspector-hours onsite by one NRC inspector.

Results: Of the six areas examined, three items of noncompliance were

identified (these items are identified in paragraphs 4, 5, and 7).

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8204140340 82O329

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DETAILS

1.

Persons Contacted

a.

Sacramento Municipal Utility District (SMUD)

  • R. Columbo, Technical Assistant
  • V. C. Lewis, Resident Engineer
  • J. Jewett, Senior Engineer-Quality Assurance
  • T. E. Perry, Site Supervisor-Quality Assurance
  • J. Paman, Generation Engineering Quality Control Supervisor

S. Crunk, Nuclear Operations

b.

Bechtel Power Corporation

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C. Letellier, Quality Control Coordinator

H. Davis, Civil Inspector

E. Conley, Mechanical / Welding Inspector

c.

SMF Corporation

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T. Twomey, Job Superintendent

H. Keltner, Engineer

  • Denotes those attending the exit interview.on January 15, 1982.

Also, in attendance were the Senior Resident and Resident NRC

inspectors.

2.

Site Tour

Upon arrival at the site, the. inspector. toured the facility modifications

to observe in-process and completed work activities and to ascertain

general compliance with regulatory requirements, codes, standards, and

site procedures.

During the tour the inspector observed that on the east side of the

Nuclear Service Electrical Building (NSEB) high strength ASTM A-325

bolting material for use in the erection of the building structural

steel was not protected, stored, and controlled within the requirements

of ANSI N45.2.2, " Packing, Shipping, Receiving, Storage, and Handling

of Items for Nuclear Power Plants," and Regulatory Guide 1.38.

(These items are detailed in paragraph 7.)

3.

Licensee Action on Previously Identified Insoection Items

a.

(0 pen) Follow-up Item (50-312/81-24/03):

Storage of material in

laydown area not in compliance with the requirements of ANSI

N45.2.2Property "ANSI code" (as page type) with input value "ANSI</br></br>N45.2.2" contains invalid characters or is incomplete and therefore can cause unexpected results during a query or annotation process..

The licensee has recently taken measures to insure that the

laydown area will comply with the ANSI standard.

However, this is

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being done on a piecemeal basis by the maintenance contractor

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(H. P. Foley Company) as time and his work schedule allows.

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At the exit interview the licensee stated that a plan will

be formulated to accelerate the process of bringing the laydown

area in compliance with the ANSI standard. This item will remain

open pending a future inspection to verify the results of the

licensee's actions.

4.

Steel Structures and Supports - Welding Material Control

The inspector examined welding material, acceptance, storage and

handling activities associated with steel structures and supports to

determine conformance with the licensee / contractor's work and

Quality Assurance procedures and AWS Dl.1 Code requirements.

On exanining the contractor's (SMF Corporation) facilities for

control and issuance of weld filler material the inspector found

that:

(1) The weld rod holding oven's electrical supply had been

de-energized for an undetermined amount of time, such that the weld rod

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was cold to the touch; (2) An uncalibrated thermometer was being

used to maintain the required oven temperature; and (3) Three full

containers of E7018 weld filler material were found open. Discussions

with the contractors personnel indicated that they were unaware that

the weld rod cans were hermeticaN sealed and that the cans had

been opened to facilitate reple

t of the weld rod oven.

(4)The

weld rod disbursement log did t

..uscate the time of issuance or

return of weld rod making it impossible to determine whether the

weld rod had been out longer than four hours.

SMF Cornoration Welding Filler Material Control Procedure

Specification (WFMCPS) states in part in paragraph 4.3.2(b) that,

" Low hydroaen type covered electrodes (EXX15 and EXX18) and

stainlesssteeltypecoveredefectrodesghallbestoredinvented

electrode holding ovens at 250 F and 350 F;" in paragraph 4.3.4 that

"When low hydrogen covered electrodes are to be used, they shall

be removed f6msealegcntiners nd stored in local storage

ovens at 250 F to 350 F for at least one hour prior to use;" and

in paragraph 5.2 that, "Whenever practical, a quantity of covered

electrodes sufficient for four hours of work shall be issued to the

welders at the beginning of shift. Unused electrodes shall be

returned to the issuing area at the end of the shift, after

completion of the weld, or destroyed."

Contract Specification C22.2 states in paragraph SC-12A(7),

" Calibration of Measurement and Test Equipment", that, "A system

of control will assure that all instruments, measuring equipment,

and test equipment are properly calibrated and perform accurately."

The failure to control and monitor weld filler material in accordance

with approved procedures and snecifications is considered an apparent

item of noncompliance with 10 CFR 50, Appendix B, Criterion V,

" Instructions, Procedures, and Drawings".

(50-312/82-02/01)

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5.

Quality Assurance Audits

A review of SMUD Quality Assurance audits revealed that an audit

performed on October 27, 1981 on SMF's weld filler material control

program had identified a number of prograrunatic weaknesses. As a

result, a followup audit was scheduled on flovember 17,1981, this

audit not only verified the contractor's corrective action, but also

identified several new deficiences. A new audit was scheduled for

December 1981, however, this audit was never performed because of

licensee personnel changes.

The audit findings of October 27, 1981 and flovember 17, 1981 were

similar to the findings by the NRC inspector on January 13, 1982..

The failure to take appropriate measures to assure that the cause

of conditions adverse to quality are promptly identified and appropriate

corrective action taken to preclude repetition is considered an

apparent item of noncompliance with 10 CFR 50, Appendix B, Criterion XVI,

" Corrective Action".

(50-312/82-02/02)

6.

Review of Quality Records

The quality records associated with the acceptance, storage

and handling of welding filler material were examined to verify

compliance with the licensee's work and quality assurance procedures,

applicable codes and standards. This record review included receipt

inspection records, chemical and physical tests for the weld filler

material, and logs of weld filler material disbursement. Also

reviewed, were records of welder oualification. The record review

verified that the welders were qualified for the process being used,

and were using.the_ proper weld filler material.

flo items of noncomoliance or d'eviations were identified.

7.

Safety Related Structures (Structural Steel and Supnorts)

During the site tour on January 12, 1982 the insoector observed

that on the east side of the flSEB high strength bolting material

was not being_ stored, protected and controlled within the applicable

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requirements of Regulatory Guide 1.38 and AflSI fl45.2.2-1972.

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The licensee connitted to WASH document 1284, Guidance on QA

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Requirements During the Operations Phase of Nuclear Power Plants,

in letter to the NRC/D0R of July 22, 1976 and September 23, 1976.

WASH document 1284 contains Regulatory Guide 1.38, Quality Assurance

Requirements for Packagina, Shipping, Receiving, Storage and

handling of Items for Water-Cooled Nuclear Power Plants, which

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states in oart:

"The requirements and guidelines....that are

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included in ANSI N45.2.2-1972, Packaging, Shipping, Receiving,

Storage and Handling of Items for Nuclear Power Plants....are

generally acceptable and provide an adequate basis for complying

with the nertinent quality assurance requirements of Anpendix B to

10 CFR 50,...."

ANSI N45.2.2 in paragraph 6.1. states in part that, " Levels and methods

of storage are defined to minimize the possibility of damage or lowering

of quality due to corrosion, contamination, deterioration or physical

damage from the time an item is stored upon receipt until the time the

item is removed from storage and placed in its final location."

Contrary to the above, the inspector observed that the containers

of high strength bolting material did not conform to the ANSI

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recuirements in that most of the containers were open, sitting on

the ground, and the bolting material corroded to such an extent

that most bolts and nuts could not be freely moved by hand. The

inspector also found, five of what appeared to be cadmium plated

ASTM A-325 bolts which were intermingled with the apparently acceptable

non-plated ASTM A-325 bolting material and five bolts which had

forging head bursts.

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Discussions with the licensee indicated that during a recent

Bechtel Quality Control surveillance, three cadmium plated bolts

were discovered installed in the NSEB, the bolts had been promptly

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removed, but apparently the contractor had neglected to remove

the discrepant bolts from the general work area.

The licensee

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further stated that craft personnel would be advised of the

detrimental effects of forging bursts and to segregate any defective

bolts found.

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The failure to store, protect and control high strenath bolting

material within the requirements of ANSI N45.2.2 is considered an

apparent item of noncompliance with 10 CFR 50, Appendix B, Criterion XV

(50-312/82-02/03).

8.

Review of Quality Records

The material certification records and receipt inspection records

associated with the ASTM A-325 bolting material noted above were

examined for compliance with the contract specifications and

procedures and applicable codes and standards.

No items of noncomoliance or deviations were identified.

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9.

Contractor Performance

Observations by the insnector of contractor performance indicated

a general lack of understanding and familiarity with standard

industry work practices. This unfamiliarity probably contributed to

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the discrepancies identified during this inspection and with the

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apparent communication problem encountered during review of SMF's

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drawing control.

During review of SMF " pink" construction drawings the inspector found

that the M-922 series of mechanical prints were extremely illegible,

When ouestioned, SMF personnel stated that they had brought this

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issue up with the licensee, but to date the licensee had not remedied

the situation. Discussion with the cognizant SMUD engineer indicated

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that SMUD was aware of the problem and had reouested that a white

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informational print be attached to each of the M-922 series prints

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for clarity.

However, the cognizant SMF engineer stated that the

contract specification required that SMF perform work only to the

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pink construction drawings, so he had discarded the white informational

prints.

At the exit interview the licensee stated that the M-922 series of

prints were in the process of being replaced by a new 896 series of

prints which would rectify the problem of the illegible prints.

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10. Management Interview

At the exit interview on January 15, 1982 the inspector stressed

that because of the range of problems encountered durina this inspection

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there apneared a real possibility that without vigorous implementation

of the SMUD Quality Assurance Program, the prime contractor or sub-

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contractors might inadvertently use or install naterial or equipment

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which might not perform as intended in service. The licensee

acknowledged the insoector's concerns and indicated that appropriate

action would be initiated.

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