ML19261E515
| ML19261E515 | |
| Person / Time | |
|---|---|
| Site: | Oyster Creek |
| Issue date: | 07/16/1979 |
| From: | Ziemann D Office of Nuclear Reactor Regulation |
| To: | Finfrock I JERSEY CENTRAL POWER & LIGHT CO. |
| References | |
| TASK-03-02, TASK-03-03.A, TASK-03-07.B, TASK-03-07.D, TASK-RR NUDOCS 7908280569 | |
| Download: ML19261E515 (3) | |
Text
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UNITED STATES y;w i
NUCLEAR REGULATORY COMMISSION 3
f WASHINGTO N. O. C. 20555 a t o
%,.....f July 16, 1979 Docket No. 50-219 Mr. I. R. Finfrock, Jr.
Vice President - Generation Jersey Central Power & Light Company Madison Avenue at Punch Bowl Road Morristown, New Jersey 07960
Dear Mr. Finfrock:
RE:
REQUEST FOR ADDITIONAL INFORMATION SYSTEMATIC EVALUATION PROGRAM STRUCTURAL TOPICS OYSTER CREEK NUCLEAR GENERATING STATION To continue our review of the Systematic Evaluation Program structural topics, we request that you provide +be information described in the enclosure for each of the identified topics.
Your response is requested within 30 days so that we can maintain our review schedule.
Sincerely, s
W Dennis L. Ziemann, hief Operating Reactors Branch #2 Division of Operating Reactors
Enclosure:
Request for Additional Information cc w/ enclosure:
See next page 2021 342
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W-Mr. I. R. Finfrock, Jr. July 16,1979 cc w/ enclosure:
G. F. Trowbridge, Esquire Shaw, Pittman, Potts and Trowbridge 1800 M Street, N. W.
Washington, D. C.
20036 GPU Service Corporation ATTN: Mr. E. G. Wallace Licensing Manager 260 Cherry Hill Road Parsippany, New Jersey 07054 Anthony Z. Roisman Natural Resources Defense Council 917 15th Street, N. W.
Washington, D. C.
20005 Steven P. Russo, Esquire 248 Washington Street P. O. Box 1060 Toms River, New Jersey 08753 Joseph W. Ferraro, Jr., Esquire Deputy Attorney General State of New Jersey Department of Law and Public Safety 1100 Raymond Boulevard Newark, New Jersey 07012 Ocean County Library Brick Township Branch 401 Chambers Bridge Road Brick Town, New Jersey 08723 K M C, Inc.
ATTN:
Richard E. Schaffstall 1747 Pennsylvania Avenue, N. W.
Suite 1050 Washington, D. C.
20006 2021 343
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ENCLOSURE OYSTER CREEK NUCLEAR GENERATING STATION REQUEST FOR ADDITIONAL INFORMATION STRUCTURAL TOPICS Additional information is needed for the following structural topics:
III-2 Wind and Tornado Loads 1.
Indicate which standards or codes (including date of edition) were used in the design of each Category I structure for wind loads.
2.
Provide the information on how the tornado loadings which consist of the translational and tangential wind, the depressurization, and the tot dado missile forces were considered in the design of each Category I structure.
III-3.A Effects of High Water Level on Structures For each of the Category I structures state the water level that was considered in the design.
III-7.8 Design Codes, Design Criteria, load Combination, and Reactor Cavity Design Criteria 1.
With regard to.the design of the steel containment, provide the design specifications and appropriate design reports. This information should include the information requested in items two through six below.
2.
List the codes and standards (including edition date) used for design and construction of all Category I structures.
3.
List all loads and load combinations considered in the design of each Category I structure, including any missile or pipe break effects. Define the term " Operating load" listed in load tables 1-A-4 and 1-A-5 of Amendment 22.
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4.
Provide the pertinent material properties of the steel and concrete used in the design of all safety related structures (i.e., fg, fi, etc.).
5.
Describe the method of combining stresses induced by seisnic actions with the stresses resulting from non-seismic loads.
6.
Provide a summary of stresses or strains at critical locations in all Category I structures for each load and load combination considered i.4 the design.
III-7.D Containment Structural Integrity Tests Provide any reports that describe the procedures and results of the primary containment structural integrity test.
2021 344
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