ML19211A687

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Notification of 791213 Meeting W/Util to Discuss IE Bulletin 79-02 Anchor Bolt & Base Plate Analysis
ML19211A687
Person / Time
Site: Dresden, Quad Cities, Zion  Constellation icon.png
Issue date: 12/11/1979
From: Jordan E
NRC OFFICE OF INSPECTION & ENFORCEMENT (IE)
To: Moseley N
NRC OFFICE OF INSPECTION & ENFORCEMENT (IE)
References
REF-SSINS-6820 NUDOCS 7912200443
Download: ML19211A687 (3)


Text

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DEC 111979 SSINS #6820 MEMORANDUM FOR: Norman C. Moseley, Director Division of Reactor Operations Inspection, IE FROM:

E. L. Jordan, Assistant Director for Technical Programs, Division of Reactor Operations Inspection, IE

SUBJECT:

FORTHCOMING MEETING WITH COMMONWEALTH EDIS0N (DRESDEN, QUAD CITIES, AND ZION UNITS) TO DISCUSS IE BULLETIN 79-02 ANCHOR BOLT AND BASE PLATE ANALYSIS Date and Time:

Thursday, December 13, 1979 9:30 a.m.

Location:

Maryland National Bank Building Room 6110 Purpose :

To discuss the anchor bolt inspection program and base plate flexibility analysis at the Comonwealth Edison units, Dresden, Quad Cities, and Zion (see enclosed agenda).

Participants :

NRC Comonwealth Edison E. Jordan D. Wozniak H. Wong E. Gallagher Sargent and Lundy J. Fair H. Ashar T. McKenna F. Rinaldi E. !<eeves P. O'Connor R. Bevan j

M a rd ordan, Assistant Director for chnical Programs Division of Reactor Operations Inspection

Enclosure:

Agenda 1629 220 i

CONTACT:

H. J. Wong, TP 49-28180 yy,gs0 0 f f3 9

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MEETIN3 NOTICE DISTRIBUTION 2

DEC 111979 Docket t.RRC E DR Local PDR H. Denton E. Case D. Eisenhut L. Shao W. Gamill R. Reid B. Grimes V. Noonan J. Knight R. Bosnak F. Schauer G. Reinmuth A Schwencer D. Ziemann T. Ippolito E. Reeves P. O'Connor R. Bevan J. Keppler, RIII R. Heishman, RIII R. Spessard, RIII IE 1629 221 5

Receptionist - MNBP NRC Participants J. R. Buchanan TERA ACRS (16)

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MEETING AGENDA COMMONWEALTH EDIS0N MEETING ON DECEMBER 13,1979 ON IE BULLETIN 79-02 ANCHOR BOLT AND BASE PLATE ANALYSIS (DRESDEN, QUAD CITIES, ZION) i I.

Base Plate Flexibility Analysis and Calculations l

II.

Minimum Factors of Safety III.

OBE vs. SSE Loading i

i IV.

Results of Anchor Bolt Inspection Program i

1629 222

.