ML19309F291
| ML19309F291 | |
| Person / Time | |
|---|---|
| Site: | Fermi |
| Issue date: | 04/10/1980 |
| From: | Stolz J Office of Nuclear Reactor Regulation |
| To: | Jens W DETROIT EDISON CO. |
| References | |
| NUDOCS 8004290165 | |
| Download: ML19309F291 (4) | |
Text
\\
7dAh (3
8004290 I N s62 KtGo,
/p o
UNITED STATES E'; )
'j NUCLEAR REGULATORY COMt.11SSION 3.* '
C WASWNGTON. D. C. 20555 9,
a
'%...../
APR. 01990 Docket No: 50-341 Dr. Wayne H. Jens Assistant Vice President Engineering & Construction The Detroit Edison Company 2000 Second Avenue Detroit, Michigan 48226
Dear Dr. Jens:
SUBJECT:
REQUEST FOR ADDITIONAL INFORMATION IN FERMI 2 FSAR As a result of our continuing review of the Final Safety Analysis Report (FSAR) for the Enrico Femi Atomic Power Plant Unit 2, we have developed the enclosed requests for additional infomation.
Please amend your FSAR to comply with the requirements listed in the enclo-sure. Our review schedule is based on the assumption that the additional information will be available for our review by June 1,1980.
If you cannot meet this date, please infom us within 7 days after receipt of this letter so that 6:e may revise our scheduling.
Sincerely, 4
J n F. Stolz, Chi ight 83ter Reactors Branch No.1 Division of Project Management
Enclosure:
Requests for Additional Information cc:
See next page i
i 1
Dr. Wayne H. Jens cc:
Eugene B. Thomas, Jr., Esq.
David E. Howell, Esq.
leBoeuf. Lamb, Leiby & MacRae 21916 John R 1333 New Hampshire Avenue, N. W.
Hazel Park, Michiga, E. ;
Washington, D. C.
20036 Mrs. ftartha Drake Peter A. tiarquardt, Esq.
230 Fairview Co-Counsel Petoskey, flichigan 49770 The Detroit Edison Company 2000 Second Avenue William J. Scanlon, Esq.
Detroit, Michigan 48226 2024 Pauline Boulevard Ann Arbor, Michigan 48103 Mr. William J. Fahrner Project Manager - Fermi 2 The Detroit Edison Company 2000 Second Avenue Detroit, Michigan 48226 Mr. Larry E. Schuerman Licensing Enginear - Fermi 2 Detroit Edison Company 2000 Second Avenue Detroit, Michigan 48226 Charles Bechhoefer, Esq., Chairman Atomic Safety & Licensing Board i
Panel V. S. Nuclear Regulatory Comission Washington, D. C.
20555 MF. David R. Schink Department of Oceanography Texas A & M University College Station, Texas 77840 ftr. Frederick J. Shon Atomic Safety & Licensing Board Panel V. S. Nuclear Regulatory Comission Washington, D. C.
20555 Mr. Jeffrey A. Alson 772 Green Street, Building 4 Ypsilanti, Michigan 48197 i
ENCLOSURE REQUESTS FOR ADDITIONAL INFORMATION ENRICO FERMI ATOMIC POWER PLANT UNIT 2 1
DOCKET NO. 50-341 Requests by the following branch in NRC are included in this enclosure.
Requests and pages are numbered sequentially with respect to previously transmitted requests.
i Branch Page No.
Structural Engineering Branch 130-10 e
i
130-10 130.0 STRUCTURAL ENGINEERING BRAftCH 130.7 Provide the following information regarding high density fuel storage.
1.
In Section 9C.1 it is stated that the high density spent 1
fuel and storage racks replace the original spent fuel storage racks.
Provide in a list those characteristics which affect the structural design of the fuel racks and fuel pool and their parameters, differentiating the origi-nal and the replacement design.
2.
Provide the names of the codes and standards used in the design of the fuel racks and fuel pool liner.
3.
Indicate the loads, load combinations and acceptance criteria used in the design of the fuel rack and fuel pool liner, how the fuel racks are seismically designed, and the basic considerations used in the design and con-struction of the fuel pool liner as a leaktight membrane.
4.
As a result of replacement, there is an appreciable increase in the applied load to the fuel pool concrete floor.
Indicate what modifications, if any, are to be made to the concrete fuel pool.
5.
It is stated that the storage rack structure is designed to withstand the impact from a fall weight with 2,000 FT-LB kinetic energy.
Indicate on what basis this 2,000 FT-LB kinetic energy was established, and in what position the fall weight is assumed to drop on the storage rack.
6.
Indicate if there is any possibility that the shipping cask may drop into the fuel pool and what design considerations are given to the fuel pool design.
.