IR 05000518/1980003
| ML19309C932 | |
| Person / Time | |
|---|---|
| Site: | Hartsville  |
| Issue date: | 02/19/1980 |
| From: | Cantrell F, Swan W NRC OFFICE OF INSPECTION & ENFORCEMENT (IE REGION II) |
| To: | |
| Shared Package | |
| ML19309C918 | List: |
| References | |
| 50-518-80-03, 50-518-80-3, 50-519-80-03, 50-519-80-3, 50-520-80-03, 50-521-80-03, NUDOCS 8004090400 | |
| Download: ML19309C932 (5) | |
Text
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UNITED STATES NUCLEAR REGULATORY COMMISSION
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.c REGION 11
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101 MARIETTA ST., N.W., SulTE 3100 0,
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ATLANTA, GEORGIA 30303 FEB 2 01980
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Report Nos. 50-518/80-03, 50-519/80-03, 50-520/80-03 and'50-521/80-03 Licensee: Tennessee Valley Authority 500A Chestnut Street Tower II Chattanooga, Tennessee 37401 Facility Name: Hartsville Nuclear Plant Docket Nos. 50-518, 50-519, 50-520 and 50-521 License Nos. CPPR-150, CPPR-151, CPPR-152 and CPPR-153
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Inspection at Hartsville site near Hartsville, Tennessee Inspector:
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Date Signed
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j F. 6. Cantrell, Sec io,u Chief, RCES Branch Mate Signed
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SUMMARY Inspection on January 3-18, 1980, and January 25, 1980 Areas inspected This routine inspection involved 91 inspector-hours on site in the areas of quality assurance program review; structural concrete; licensee's construction organization changes; Unit A-2 safety-related structures and independent inspec-tion effort.
Results Of the areas inspected, no items of noncompliance or deviations were identified.
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DETAILS 1.
Persons Contacted Licensee Employees
- R. T. Hathcote, Site Project Manager W. R. Brown, Construction Engineer, STRIDE W. T. Quinn, Construction Engineer, BOP
- L. H. Jackson, Assistant Construction Engineer, STRIDE, P.E.
E. H. Peoples, Assistant Construction Engineer, BOP, QC H. S. Sheppard, Assistant Construction Engineer, STRIDE, QC G. A. Gonsalves, QA Unit Supervisor
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A. G. Debbage, QA Audit Supervisor J. W. Davenport, Materials Engineering Supervisor, STRIDE
B. E. Huffaker, Materials Engineering Supervisor, BOP G. England, Document Control Supervisor, Night Shift R. C. Nixon, Document Control Supervisor, Day Shift J. T. Dorman, Assistant Construction Engineer, Second Shift S. P. Stagnolia, Supervisor, Welding QC, STRIDE J. R. Inger, Supervisor, Mechanical QC, STRIDE F. E. Laurent, Mechanical Project Engineer, STRIDE K. L. Ramsey, QA Auditor, Outstanding Items
Other licensee employees contacted included four technicians, three
construction firemen and five office personnel.
- Attended exit interview on January 25, 1980 I
2.
Management Interviews Monthly inspection scope and findings were summarized on January 25, 1980,
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with those persons indicated in Paragraph 1 above.
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Weekly resident inspector's findings were discussed with the Site Project Manager on January 14, 18 and 25, 1980.
3.
Licensee Action on Previous Inspection Findings (Closed) Unresolved Item 518, 520/79-27-03 Apparent Deficiency in Specification for Checking of Preheat Temperature. Temp-Stiks (125 F) have been made available to inspectors. Hand-on test will continue to be used for 60 F minimum temperature check.
4.
Unresolved Items Unresolved items were not identified during this inspection.
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5.
Licensee Identified 50.55(e) Items a.
Status of Previous Licensee Identified Item (Closed) 518, 519, 520, 521/79-30-04 Inadequate Material Traceability for Bergen-Patterson Component Support Attachments. The licensees final report was transmitted January 18, 1980.
It was reviewed and found to give adequate assurance of traceability, b.
New Item Reported by Licensee (Open) 519/80-03-01 Unit B-1 Unacceptable Drywell Vent Structure Radiographs. Radiographs on buttered edges of sections were improperly shot with the penetrameter on the film side rather than the source side. TVA will re-radiograph the areas with questionable penetrometer locations.
A written report is due by February 15, 1980.
6.
Independent Inspection Effort During this inspection period the following non programmatic activities inspected, observed or witnessed by the resident inspector:
were A follow on inspection was made of "mothballing" Plant B safety critical a.
structures and facilities. Additional work remains to provide long term protection, however, no condition adverse to quality for the near future was identified.
Licensee has assigned a low priority to QCIR's pertaining to repairs in Plant B.
b.
Discussed with the site project manager organizational changes announced on January 14, 1980, and January 17, 1980. Construction forces, previously divided on basis of STRIDE and Balance of Plant, were consolidated into a single organization reporting to a general construction superintendent with one superintendent for each craft.
The licensee was reminded that substantial organizational changes require an amendment to P.S.A.R. Section 17.
On January 4,1980, the inspector investigated a fire hazard due to c.
spillage of gasoline in enclosed areas in the A-1 fuel building.The licensee took prompt corrective measures.
d.
The resident inspector assisted in an investigation of alleged cracking on the exterior of an 18" Anchor-Darling Valve delivered by the vendor to Hartsville for Unit B-1.
(See Inspection Report 50-519/80-01)
7.
Containment (Steel Structures and Supports) Observation of Work and Work Activities - Unit A-2 During this inspection period the resident inspector observed lifting of prefabricated sections of the lower part of the reactor pressure vessel pedestal and sections for the vent wall. Alignment of the sections to the proper grade, azimuth, verticality and concentricity preparatory to tack welding for fitup and tiedown was inspecte.
t-3-The construction drawings controlled these operations.
The work had not progressed to where QA-QC acceptance criteria, other than those shown on the drawings, come into play.
No items of noncompliance or deviations were identified.
8, Structural Concrete a.
Containment (Structural Concrete II - Observation of Work and Work Activities - Unit A-2 Concrete Shield Wall Acceptance criteria referenced by the inspector were:
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(1)
P.S.A.R., Section 3.8 (2) TVA Specification G-2, Plain and Reinforced Concrete (3)
C. F. Braun Specification TVA STRIDE (4) Procedures QCI-C-201 to 218, 401, 402, CEP, 9.02, 12.01, 15.01 and 17.01 (5) Construction drawing dimensions and notes.
The inspector observed preparations for and the approvals of the pour authorization for the third lift of the A-2 Containment shield wall.
lie observed the placement of the first 40 percent of the required 480 cubic yards of concrete. The finished placement was inspected the next day. Follow on inspections verified that proper curing require-ments were being met.
b.
Structural Concrete in Other Structures in the Plant A Power Island -
Observation of Work and Work Activities:
The inspector observed forming for the south wall of A-2 essential service water pumping station; the A-1 fuel building placements AIF-22C and -32B; the A-1 auxiliary building intermediate slab placement; A-1 control building placements -8A and -8B; A-2 fuel building placement A2P -29; and A-2 auxiliary building placements A2A - IIA, 12A and 12B.
Completed concrete was inspected and proper curing and cold weather protection was verified for placements AIF-22C and AIF-32B in the A-1 fuel building.
Controlling documents for inspecting this work are listed in subpara-graph 9.a above.
No items of noncompliance or deviations were identified during inspec-tion of work for structural concrete.
9.
Status of Inspection and Enforcement Bulletins (Closed)Bulletin 79-26, Boron Loss from BWR Control Blades
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k-4-(Closed)Bulletin 79-27, Loss of Non-Class IE Instrumentation and Control Power Bus During Operation (Closed)Bulletin 80-01, Operability of ADS Valve Pneumatic Supply The above bulletins requested action by operating reactor and were supplied to construction permit holders for information only.
10.
Inspection and Enforcement Circular (Closed) Circular 80-01, Service Advice for General Electric Induction Dise Relays The licensee has received and initiated appropriate action on this circular.
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