ML20005B040

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Forwards Slope Stability Analysis of Shore Barrier.
ML20005B040
Person / Time
Site: Fermi DTE Energy icon.png
Issue date: 07/01/1981
From: Colbert W
DETROIT EDISON CO.
To: Kintner L
Office of Nuclear Reactor Regulation
Shared Package
ML20005B041 List:
References
EF2-53920, NUDOCS 8107060252
Download: ML20005B040 (1)


Text

r go-s4L DEdroit Edison EtEEin">>e July 1, 3981 EF2 - 53920 Mr. L. L. Kintner Division of Project Management Office of Nuclear Reactor Regulation U.S. Nuclear Regulatory Commission Washington, D.C. 20555

Reference:

Enrico Fermi Atomic Power Plant Unit 2

Subject:

Shore Barrier Slope Stability Analysis

Dear Mr. Kintner:

Enclosed is one copy of the calculations for the Shore Barrier Slope Stability Analysis as requested by Dr. B. Jagannath. The recommedations made by Dr. Jagannath in the telephone conversation with our Dr. Anand on June 25 have been incorporated in this report. To facilitate your review, the location of the responses to your comments are indicated below:

1. High Water Level on Building Side and Low Water Level on Lake Side. See Assumption #8, page 2.
2. Documentation of Soil Shear Strengths.

See Appendices A through F, pages 32 to 137.

3. Sliding Wedge Analysis. See Method of Analysis #3, page 3.

If you have any questions, please contact our Mr. W. Street at 313-649-7351.

Yours truly, M haut/%

William F. Colbert Technical Director Enrico Fermi 2 WFC/YAA/jlj Attachments s

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