ML20052G097
| ML20052G097 | |
| Person / Time | |
|---|---|
| Site: | San Onofre  |
| Issue date: | 05/12/1982 |
| From: | Chandler L NRC OFFICE OF THE EXECUTIVE LEGAL DIRECTOR (OELD) |
| To: | Jeffrey Jacobson COMMUNITY ENERGY ACTION NETWORK |
| References | |
| NUDOCS 8205140304 | |
| Download: ML20052G097 (1) | |
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May IL,1982 Docket No. 50-206 N
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Ll-Mr. Jim Jacobson C
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P. O. Box 33686 e
San Diego, California 92103 6
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Dear fir. Jacobson:
In accordance with our phone conversation yesterday, enclosed is a copy of the meeting notice and agenda for the forthcoming meeting concerning San Onofre Nuclear Generating Station Unit 1.
Sincerely, Lawrence J. Chandler DISTRIBUTION:
Cunningham/Murray Christenbury/Scinto Chandler Rutberg Vogler Hassell Wright Chan fliraglia Rood Chron.
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DATE : 5/ IV/82 8205140304 820512
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.j WASHINGTON, D. C. 20555 May 11, 1982
. Docket,No. 50-206 MEMORANDUM FOR:
Dennis M. Crutchfield, Chief Operating Reactors Branch #5, DL FROM:
Walter A. Paulson, Project Manager Operating Reactors Branch #5, DL
SUBJECT:
FORTHCOMING MEETING WITH SOUTHERN CALIFORNIA EDISON COMPANY - SAN ONOFRE UNIT NO. 1 Date & Time:
Thursday May 20,1982 1:00 PM Location:
Room'P-ll8 Phillips Building 7920 Norfolk Avenue Bethesda, Maryland
Purpose:
To discuss San Onofre Unit No. I seismic design adequacy (see attached agenda).
Participants:
SCE K. Baskin, et al..
NRC W. Paulson, D. Crutchfield, W. Russell, G. Lainas, R. Purple, D. Eisenhut, E. Case, H. Denton, J. Knight, F. Schauer, R. Vollmer, S. Burns, R. Hoefling and L. Chandler
$05 b-qu Walter A. Paulson, Project Manager Operating Reactors Branch #5 Division of Licensing i
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4 MEETING AGENDA SAN ONOFRE UNIT 1 SEISMIC DESIGN ADEQUACY 1.
Confirmation and demonstration hy.the licensee that the original plant design and construction met the licensing basis described in the FSAR.
2.
Seismic capacity of the Reactor Coolant Pressure Boundry (RCPB) and systems and equipment necessary for safe shutdown (hot shutdown),
a.
Implication of lack of system availability following a postulated SSE (0.5g Housner) based upon the licensee's reanalysis (0.67g Housner) and the licensee's structural integrity criteria (April 30, 1982 su bmittal ),
b.
Non-conservatisms in the licensee's st.ructural integrity criteria which when considered would identify additional system or component availability concerns, l
c.
Identification of potentially serious deficiencies in the methods of reanalysis of RCPB branch lines which when considered could identify additional system availability Concerns.
3.
Implication of Item 2 above for accident mitigation systems.
4.
Discussion of licensee's proposed program for corrective actions to be impl emented prior to startup.
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