IR 05000400/1979022
| ML18017A758 | |
| Person / Time | |
|---|---|
| Site: | Harris  |
| Issue date: | 11/14/1979 |
| From: | Conlon T, Lenahan J NRC OFFICE OF INSPECTION & ENFORCEMENT (IE REGION II) |
| To: | |
| Shared Package | |
| ML18017A756 | List: |
| References | |
| 50-400-79-22, 50-401-79-22, 50-402-79-21, 50-403-79-21, NUDOCS 7912110334 | |
| Download: ML18017A758 (8) | |
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UNITED STATES NUCLEAR REGULATORY COMMISSION
REGION II
101 MARIETTAST., N.W., SUITE 3100 ATLANTA,GEORGIA 30303 NOV 15 1979 Report Nos. 50-400/79-22, 50-401/79-22, 50-402/79-21 and 50-403/79-21 License:
Carolina Power and Light Company 411 Fayetteville Street Raleigh, North Carolina 27602 Facility Name:
Shearon Harris
.Docket Nos. 50-400, 50-401, 50-402, and 50-403 License Nos.
CPPR-158, CPPR-159, CPPR-160 and CPPR-161 Inspection at Shearon Harris Nuclear Power Plant near Raleigh, Inspector:
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I, nahan Approved by:
T. E. Conlon, Section Chief, RCES Branch SUHNARY Inspection on October 22-25, 1979 Areas Inspected North Carolina A o c~ /4
/5' f Date Signed I/-/
Date Signed This routine, unannounced inspection involved 30 inspector-hours onsite in the
, areas of lakes, dams and canals QA/QC controls and work activities, structural concrete quality records, and soils and concrete laboratories.
Results Of the areas inspected, no apparent items of noncompliance or deviation were identified.
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DETAIIS 1.
Persons.Contacted Licensee Employees nS
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MG D. Smith, Vice-President, Power Plant Construction M. Parsons, Site Manager J. Chiangi, Manager, Engineering and Construction gA H. Myllie, Manager of Nuclea'r Construction L. Forehand, Principal QA Specialist M. Iucas, Resident Engineer E. Nevill, Senior Engineer - Civil S.
Canady, Geologist Fuller, Area Engineer, Main Dam Marlar, Area Engineer, Vest Aux Dam L. Kelley, Senior Civil QA Specialist M. Simpson, Principal Construction Inspector Other licensee employees contacted included 8 Civil QC and 4 Civil QA inspectors.
-Attended exit interview 2.
Exit Interview The inspection scope and findings were summarized on October 25, 1979 with those persons indicated in Paragraph 1 above.
3.
Licensee Action on Previous Inspection Findings Not inspected.
4.
Unresolved Items Unresolved items were not identified during this inspection.
5.
Independent Inspection Effort The inspector examined the following areas:
a
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Construction status b.
Soils and concrete laboratories and laboratory equipment calibration program C ~
Concrete honeycomb repair procedure
"2-d.
Partial placement and curing of pour number
CBS M189 004, a seal mat in Unit 3 reactor containment building, and pour number
RAKW 257009, an interior wall in Unit 1 reactor auxiliary building.
No deviations or items of noncompliance were identified.
6.
lakes, 3)ams and Canals - Review of Quality Assurance Implementing Procedures, Units 1, 2, 3 and 4.
The inspector performed a follow-up inspection of QA-QC controls for dam embankment fills.
The following procedures and specifications were examined to determine if work activities and quality control and quality assurance functions were provided for as stipulated in NRC requirements, PSAR Appendix 2E, CPSL PSAR Deviation Notices, and SER Section 2.7:
a
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EBASCO Specification CAR-SH-CH-4,
"Embankments and Dams, Dikes and Channels",
Revision
b.
CPK Procedure TP-Ol, "Test Fill Program - Random Fill, Random Rockfill, and Rockfill" c ~
d.
CPGL Procedure TP-08, "Soil Control Program - Class I Dams, Fill and Backfill" CPM Procedure CQA-9, "Soil Control" e.
Field Change Requests (FCR) C-751, C-752, C-756, C-782, C-796, C-831, C-840, C-870, C-879, and C-908.
Design Change Notices (DCN) 550-197, 550-215, 550-249, 550-258, 550-268, 550-329, 550-341, 550-345, 550-347, and 550-383.
go Drawing numbers CAR 2167-G-G270, 6272, and 6273, "Reservoir, West Auxiliary Dam, General Plan, Profile, and Typical Sections" h.
Drawing numbers CAR 2167-G-6230, 6231, and 6232,"Reservoir, Main Dam, General Plan" Drawing numbers CAR 2167-G-6241, 6242, 6243, 6244, and 6245,
"Reservoir, Main Dam, Typical Sections" No deviations or items of noncompliance were identified.
7.
Lakes, Dams and Canals - Observation of Work and Work Activities-Units 1, 2, 3, and
The inspector observed placement and compaction of fillin the main dam and the west auxiliary dam, and main dam spillway excavation. Activities examined included placement and compaction of impervious fillin both dams, placement and compaction of fine filter materal in the main dam, placement of rockfill
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-3-in the main dam, and blasting and excavation of rock fillmaterials from the main dam spillway.
The inspector witnessed performance of speedy moisture tests on impervious fillmaterials and performance of field density tests on the main dam rockfill, impervious fill, and fine filter zones.
Allfillactivities were continuously monitored by quality control personnel.
The quality control personnel were interviewed regarding procedure and requirements and their inspection responsibilities.
Acceptance criteria for dam embankment fillactivities examined by the inspector are those procedures listed in paragraph 6.
II No deviations or items of noncompliance were identified.
8.
Containment (Structural Concrete II) - Review of Quality Records-Unit
The inspector examined the following concrete quality records:
a.
Results of mixer efficiency tests performed on the central batch plant in February and August 1979.
b.
Central batch plant scale calibration records for months of May through September 1979.
c.
Results of sulfate soundness, reactivity, and Ios Angles abrasion tests performed on coarse aggregates from February 1979 to date.
d.
Results of reactivity and sulfate soundness test performed of fine aggregate from February 1979 to date.
Acceptance criteria examined by the inspector appear in PSAR section 5.5.1.3 and EBASCO Specification CAR-SH-CH-6.
No deviations or items of noncompliance were identified.