ML19323D092
| ML19323D092 | |
| Person / Time | |
|---|---|
| Site: | Shoreham File:Long Island Lighting Company icon.png |
| Issue date: | 04/23/1980 |
| From: | NRC OFFICE OF INSPECTION & ENFORCEMENT (IE REGION I) |
| To: | |
| Shared Package | |
| ML19323D091 | List: |
| References | |
| 50-322-79-24, NUDOCS 8005210072 | |
| Download: ML19323D092 (2) | |
Text
80052100 7S h
APPENDIX A NOTICE OF VIOLATION Long Island Lighting Company Docket No. 50-322 This refers to the investigation conducted by representatives of the Region I (Philadelphia) office at the Shoreham Nuclear Power Station, Shoreham, New York, of activities authorized by NRC Construction Permit CPPR-95.
During this investigation conducted on December 11, 1979 - March 19, 1980, the following apparent items of noncompliance were identified:
A.
Criterion XVI of Appendix B of 10 CFR 50 requires that " measures shall be established to assure that conditions adverse to quality, such as... nonconfonnances are promptly identified and corrected".
The Shoreham Nuclear Power Station FSAR Section 17.1.168 states that the S&W quality assurance program requires that major and recurring conditions adverse to quality, such as... nonconformances be identified, the main causes determined, and corrective action taken to prevent repetition.
Specifications for concrete work No. SHI-354 and No. SHI-64,Section IV state that cold weather curing of concrete will conform to the requirement of the American Concrete Institute standard ACI-306
" Recommended Practice for Cold Weather Concreting". Tables 1.4.1 and 1.4.2 of ACI 306 require that " moderately massive sections" of concrete be maintained at a minimum temperature of 450 F for either two or three days following concrete placement, dependent upon future exposure of the concrete.
The S&W Field Quality Control Procedure QC-10.3
" Concrete Quality Control" requires that the Field Quality Control Engineer will ensure that concrete is cured for the required time and that curing temperatures are in accordance with.applicQle specifications.
Contrary to the above on December 3,1974, concrete placement No. RS-4-12, which is classified as a moderately massive section, had been 0
exposed to a temperature of 38 F on the second day after placement.
This nonconformance had not been identified by Field Quality Control and corrective action had not been taken to determine whether the exposure had adversely affected the concrete nor to prevent repetition of such nonconformance.
This item is an infraction.
i l
Appendix A 2
B.
Criterion V of Appendix B of 10 CFR 50 requires that " Activities affecting quality shall be prescribed by documented instructions...
and shall be accomplished in accordance with these instructions. The Shoreham Nuclear Power Station FSAR Section 17.1.5A regJires that suppliers of safety related materials and services are responsible for imposing the above requirements on their internal operations.
Courter and Company Welding Procedure Specification NW-100-08011 AA, Revision 0, specifies that the filler metal for Weld Joint Number 1G-33-WD9 1-FW "D" be AWS No. ER-309.
Contrary to the above, on May 19, 1979 Weld Joint No. 1G-33-WD9-3-1-FW "D" was welded using ER-308 filler metal.
This item is an infraction.
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