05000321/LER-1980-100-01, /01T-0:on 800822,util Notified by Bechtel That Seismic Piping Support Was Not Installed.Apparently Caused by Poor Communication W/Designer Re Addition of Support to Original Analysis.Support Installed

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/01T-0:on 800822,util Notified by Bechtel That Seismic Piping Support Was Not Installed.Apparently Caused by Poor Communication W/Designer Re Addition of Support to Original Analysis.Support Installed
ML19344F465
Person / Time
Site: Hatch 
Issue date: 09/05/1980
From: Coggin C
GEORGIA POWER CO.
To:
NRC OFFICE OF INSPECTION & ENFORCEMENT (IE REGION II)
Shared Package
ML19344F463 List:
References
LER-80-100-01T-01, LER-80-100-1T-1, NUDOCS 8009150298
Download: ML19344F465 (2)


LER-1980-100, /01T-0:on 800822,util Notified by Bechtel That Seismic Piping Support Was Not Installed.Apparently Caused by Poor Communication W/Designer Re Addition of Support to Original Analysis.Support Installed
Event date:
Report date:
3211980100R01 - NRC Website

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8 60 61 DOCKET NUMBER 68 69 EVENT DATE 14 75 REPORT DATE 80 EVENT DESCRIPTION AND PROBABLE CONSEQUENCES h o 2 lDurina normal power operation. the site was notified by the AE(Bechtel) 1 1o 131 lof a seismic piping support (PSW system) that was not installed.

A com-I Iputer analysis was performed indicating that the stresses exceed core I

o 4 Iminimum yield values by 10% whe'n pressure, weight, and DBE stresses are l a s la ls i lcombined.

There were no effects upon public health and safety.

This ist o 7 la repetitive event; see LER #50-321/1980-087.

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33 34 35 36 31 40 41 42 43 44 47 CAUSE DESCRIPTION AND CORRECTIVE ACTIONS h

- lilo i lAn investiaation revealed that the sub.iect support was not in the oriain4 li til tal stress analysis printout but was added to-the analysis subseauentiv i

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This addition to the analysis apparently was never communicat-l i 2 led to the designer of the field.

The subiect support was installed I

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LER #:

50-321/1980-100 Licensee:

Georgia Power Company Facility Name:

Edvin I.

Hatch Docket #:

50-321

Narrative

Report for LER 50-321/1980-100 i

During normal power operation the _ site was notified by the AE

- ( B e c h t e l)d of a-seismic support that was.never installed.

This was discovered during a review of the "as-built" piping and supports per the requirements of I E B_

79-14.

This _ missing support and excessive clearances on an adjacent support were j

analyr.ed to' ' determine the consequences when subjected to design basis earthquake loads.

This analysis revealed that

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the piping str, esses would. exceed code minimum yield values by 10% when pressure, we

)1 t, and DBE loads are combined.

Upon notification of this fact, the AE issued a fix requiring installation of the missing support and modification of the ad j a.c e n t. support.

This was immediately implemented in the

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field upon receipt of the-fix.

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The

cause

of the support's not being installed was l

investigated revealing that the subject support was added 1

subsequent to the initial stress analysis printout.

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addition was apparently never properly communicated to the

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designer or the field.

l Upon receipt of t h'c design from the AE the propos.ed fix was initiated.immediately and completed satisfactorily on 8-21-80.

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