IR 05000302/1979020
| ML19249A678 | |
| Person / Time | |
|---|---|
| Site: | Crystal River  |
| Issue date: | 07/03/1979 |
| From: | Herdt A, Modenos L NRC OFFICE OF INSPECTION & ENFORCEMENT (IE REGION II) |
| To: | |
| Shared Package | |
| ML19249A675 | List: |
| References | |
| 50-302-79-20, NUDOCS 7908240132 | |
| Download: ML19249A678 (3) | |
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pn nicoq'o UNITED STATES
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NUCLEAR REGULATORY COMMISSION
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o, 101 MARIETTA sT., N.W., sulTE 310o ATLANTA, GEORGI A 30303
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Report No. 50-302/79-20 Licensee: Florida Power Corporation 3201 34th Street, South
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St. Petersburg, Florida 33733 Facility Name:
Crystal River - Unit 3 Docket No.
50-302 License No. DPR-72 Inspection at Crystal River Site near Crystal River, Florida Inspector:
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Da e Sign 6d Approved by:
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7O/7f A. R. Herdt, Section Chief, RCES Branch Date' Signed SUMMARY Inspection on June 13-15 and June 20-22, 1979 Areas Inspected This snecial, unannounced inspection involvec 36 inspector-hours onsite in the areas of concrete expansion anchor installation.
Results No apparent items of noncompliacce or deviations were identified.
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DETAILS 1.
Persons Contacted Licensee Employees W. P. Stewart, Manager of Nuclear Operations
- G. Beatty, Plant Manager D. A. Shook, Manager of Nuclear Engineering
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- R. W. Kennedy, Plant Engineer G. Boldt, Technical Support Supervisor S. W. Johnson, ISI Engineer Other licensee employees contacted included construction craftsmen and level II inspectors.
Other Organizations Gilbert Associates, Inc.
G. A. Delp, Project Manager F. Tomazic, Project Manager
- Attended exit interview 2.
Exit Interview The inspection scope and findings were summarized on June 22, 1979, with those persnns indicated in Paragraph I above.
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Licensee Action on Previous Inspection Findings Not inspected.
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Unresolved Items Unresolved items were not identified during this inspection.
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Concrete Expansion Anchors In response to IE Bulletin No. 79-02, Florida Power Co rporation (FPC)
initiated a test program to identify and correct deficiencies found in anchor bolt installations. The test progran that was initiated was for a random selection of 10% of all supports in the category of having concrete expansion anchor bolts and being Seismic Category I as defined in Procedure IP-102 Rev. O " Inspection of Pipe Snubber Base Plates". This procedure was reviewed on June 13-15, and was found to be inadequate in defining the types of expansion anchors and the parameters of testing of each type of anchor. The NRC inspector held meetings with FPC engineering, plant personnel and Gilbert Associate, Inc., engineers to formulate an acceptable procedure and an acceptable sample size.
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-2-On the inspection of June 20-22, the inspector found the procedure was revised to " Inspection of Concrete Expansion Anchors" IP-102, Rev. 2 with a sample size to provide a 95 percent confidence level that less than 5 percent defective anchors are installed in any one Seismic Category I system.
The revised procedure was found to be adequate for inspecting, testing and evaluating the various types of expansion anchors.
The following supports were verified for proper testing and proper documen-tation:
DHll-584 DHH-601 LRil-54 The following supports were reviewed for final engineering check and evalua-tion:
BSR-36 BSH-542 CHH-20 CHii-46 DIDI-586 DHH-641 MUH-55 MUH-67 MUH-81 The following supports were reviewed and identified for repair by engineering:
BSR-7 DHR-23 FDH-69 No items of noncompliance or deviations were identified.
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