ML19256F206
| ML19256F206 | |
| Person / Time | |
|---|---|
| Site: | Satsop |
| Issue date: | 09/26/1979 |
| From: | NRC OFFICE OF INSPECTION & ENFORCEMENT (IE REGION V) |
| To: | |
| Shared Package | |
| ML19256F203 | List: |
| References | |
| 50-508-79-07, 50-508-79-7, 50-509-79-06, 50-509-79-6, NUDOCS 7912110488 | |
| Download: ML19256F206 (2) | |
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APPENDIX A Washington Public Power Supply System P. O. Box 468 Richland, Washington 99352 Docket flo. 50-508 flotice of Violation Based on the results of an fiRC inspection conducted during the period of 27-30, 1979, it appears that certain of your activities were not August conducted in full compliance with conditions of your f;RC Facility License flo. CPPR-154 (Unit 3) as indicated below.
10 CFR 50, Appendix B, Criterion V, as implemented by Section 17.1.5 A.
of the Quality Assurance Program documented in the PSAR and the WPPSS QA program Manual procedure QAP-2, Paragraph 3.1, states, in part, that, " Activities affecting quality...shall be accomplished in accordance with... instructions, procedures, or drawings."
Chicago Bridge and Iron Welding Procedure Specification flo. WPS-E7018/
74-3431 states that " Plate thicknesses over 1" require a continuous U
preheat of 200 F minimum."
Contrary to the above requirement, on August 27, 1979, the ftRC inspecter observed that while welding was in progress, the preheat temperature of seam C-1, material thickness of 2-5/16", on the bottom gead of the Unit 3 cgntainment vessel between about 2f0 and 360, was less than 200 F, as indicated by use of a 200 F Tempilstick.
This is an infraction.
10 CFR 50, Appendix B, Criterion V as implemented by Section 17.1.5 of B.
the Quality Assurance Program documented in the PSAR and the WPPSS WA Program Manual procedure QAP-2, Taragraph 3.1, states, in part, that, " Activities affecting quality...shall be accom,lished in n
accordance with... instructions, procedures, or drawings."
Morrison-Knudsen procedure fio. CP-15-WPPSS, Field Fabrication of Reinforcing Steel, paragraph 8.1 states, in part, that "MK QC shall verify that heat numbers have been transferred to the metal tags attached to field fabricated rebar..."
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Morrison-Knudsen procedure flo. CP-ll-WPPSS, Reinforcing Steel Installation and Inspection, paragraph 8.5 states that "Resteel shall be supported from the ground in such a manner to allow ddequate ground clearance".
Paragraph 10.9 states that, "Rebar shall be used in such a sequence so that the last bar remaining in a bundle is a tagged bar... Broken bundles shall be resecured when bars for imediate use have been removed." Paragraph 11.2 states, in part, that "During resteel erection, the Morrison-Knudsen Quality Control Inspector...will inspect the following items... continuous monitoring is performed to ascertain that the last rebar from bundle has metal identification tag attached."
Contrary to the above, on August 27, 1979, the flRC inspector observed the following conditions in the Unit flo. 3 Reactor Auxiliary Building at Elev. 335:
(1) One bundle #6 field-fabricated reinforcing steel had no heat number tag.
(2) One bundle #6 owner-furnished reinforcing steel had no identification tags.
(3) Two #11 owner-furnished reinforcing steel bars were not supported above the concrete and were laying in water. The identification tags were also missing.
(4) A length of #11 and a length of #8 reinforcing steel had no identification tags.
This is an infraction.
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