ML19350E395

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Responds to NRC Re Violations Noted in IE Insp Repts 50-508/80-15 & 50-509/80-15.Rework Methods Used to Correct Noncompliance Are Acceptable.Insp Performed to Identify vendor-supplied Pipe & Fittings
ML19350E395
Person / Time
Site: Satsop
Issue date: 05/11/1981
From: Leddick R
WASHINGTON PUBLIC POWER SUPPLY SYSTEM
To: Engelken R
NRC OFFICE OF INSPECTION & ENFORCEMENT (IE REGION IV)
Shared Package
ML19350E394 List:
References
GO3-81-1044, NUDOCS 8106220402
Download: ML19350E395 (4)


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Washington Public Power Supply System R

. A JOINT OPERATING AGENCY

r. o. cox im nu4. wasuisciou ess4i enos(2*i249 500:

G03-81-1044 May 11, 1981 Nuclear Regulatory Commission, Region V

-Suite 202,: Walnut Creek Plaza

'.9 1990 N. California Boulevard

-6 Walnut Creek, California 94596-5

',1 Attention:

R.H. Engelken, Director

,sp$ F es 6 Office of Inspection and Enforcement-4 Gentlemen:

Subject:

HPPSS NUCLEAR PROJECTS 3 AND 5.

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NRC INSPECTION OF WNP-3 AND WNP-5 DOCKET NUMBERS 50-508, 50-509

Reference:

1 ). Letter, R.H. Engleken to D.E. bobson, dated March 31,1981.

The referenced letter requested that the Supply System address more fully our response concerning excessive offset of an ASME Section III, Class 2 pipe spool. Five concerns were presented:

1).

"The justification for deviation from the tolerance requirements of paragraph flC4232.1."

We are not sure of the intent of your question; clearly there is no justification for the deviation from Code tolerances.

Hence, spools have been reworked when found not within tolerances.

We believe your question seeks justification as to whether the rework methods are acceptable to bring the spools' into Code tolerances and our response is as follows:

NC4232.1 specifies that "Any offset within the allowable tolerance shall be_ faired to at least a 3 to 1 taper over the width of the finished weld". The allowable tolerances are listed in Table NC4232(a)-1 and is titled, " Maximum Allowable Offset in Final Welded Joints".

The title indicates that these tolerances are for the final welded joint. The Code does not soecify when or how the joint is to be j

brought into tolerance. Thus, the Code permits grinding of the weldment after welding to correct out-of-tolerance conditions provided minimum wall is not violated. The fairing requirements shown in NC4232.1 are completed after the joint has been brought into tolerance. Therefore, the rework methods used to correct this non-compliance are acceptable.

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  • Paga 2 (2), "The cause of the misalignment exceeding code allowable tolerances and

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the extent of-known nonconformances of pipes and fittings supplied by_

this ~ vendor, to the forming tolerances of NC4220."

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The material is manufactured to the requirements of ASME Code Sectjon III which imposes the requirements of Section.II.. Piping materials.are -

manufactured to three tolerances simultaneously.

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1.

Wall-thickness

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Diameter 3.

Ovality Remembering that it takes two pieces of material to make a weld joint, the fitup process could: result in a large mismatch easily exceeding Code.

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allowable tolerances; yet each piece was manufactured within manufacturing tolerances.

-To 'date, only one. nonconformance has been written by the vendor (Associated-Piping & Engineering Corporation) documenting. improperly manufactured material..In this case, several fittings were found to be below minimum wall thickness. AP&E identified and segregated lthe. nonconforming materials..

prior to use. All other materials have been found to be acceptable.

'3).

"The actions you' have taken to assure that you have identified all pipes and fittings supplied by this vendor, that do not conform to the requirements of flC4220."

AP&E performed an inspection at WNP-3/5 of all accessible welds where a mismatch condition might have existed.

(Those spools with a machined -

counterbore ID were not reinspected.)

Deviating spools were returned to ApaE for rework. During normal fabrications; AP&E performs a fitup inspection of accessible welds for mismatch and after completion of the weld a final inspection for correct taper. Additionally, Ebasco representatives at AP&E's facilities are performing inspections to ensure ccmpliance to the Code and the spools are inspected again during receipt inspection at WNP-3/5.

4).

"The controls which have been applied to ensure that grinding operations have not encroached on minimum wall thickness".

All spaols returned to AP&E for rework have been examined for wall thickness compliance after completion of the rework.

During normal fabr fittings and pipe are checked for wall thickness prior to use',ication, the When grinding is performed during fabrication, questionable' areas are reinspected for minimum wall thickness.

Ebasco has reinspected several hundred spools for minimum wall thickness and have found all measurements well above minimum requirements.

During a March 1981 inspection, NRC inspectors also inspected numerous spools for minimum wall thickness and found no deviations. Thus, it appears AP&E controls are satisfactory.

5).

"The possibility that localized wall reductions (by Srinding) may create a t

local overstrain condition at the pipe or fitting".

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(The grihdingioperations areia.blendLgrinding and would ~not= produce sharp i

directional transitions' nor. deep excavations,- :-Thus, ~a ' local. overstrain

. condition is2 extremely.unlikely and1 additional. efforts to prevent-thisy

. potential condition. are 'not. warranted.

-.Very truly yours,

.S. Leddick ProgramDirector[_WNP-3/5

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D. Smithpeter BPA

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.Ebasco New~ York IfNP-3/5. Files Richland

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R. S. LEDDICK. Being first duly sworn, deposes and says: That he is the Acting Program Director, WflP-3/5, for the WASHINGT01 PUBLIC POWER SUPPLY SYSTEM, the applicant herein; that he is authorized to submit the foregoing on behalf of said applicant; that he has read the foregoing ar.d knows the contents thereof; and believes the same to be true to the best of his knowledge.

DATED N blb3

, 1981.

hhuk R. S. LEDDICK STATE OF WASHIrlGT0:1

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ss COUtlTY OF GRAYS HARB0P, On this day personally appeared before me R. S. LEDDICK to me known to be the ind./idual who executed the foregoing instrument and acknowledged that he signed the same as his free act and deed for the uses and purpo'ses therein mentioned.

A GIVEft under my hand and seal this 8"

day of Wctq r

, 19C;.

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+v Notary Public in and for the State of Washington-Residing at d m t v