ML16340B537

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Forwards Request for Addl Info Re Jan 1981 Wave Damage to Breakwaters Protecting Plant Intake Structure.Response Needed for Completion of Review
ML16340B537
Person / Time
Site: Diablo Canyon  Pacific Gas & Electric icon.png
Issue date: 03/09/1981
From: Tedesco R
Office of Nuclear Reactor Regulation
To: Furbush M
PACIFIC GAS & ELECTRIC CO.
References
NUDOCS 8103260923
Download: ML16340B537 (16)


Text

Docket Nos.:

50-275/323 f5r. Malcolm H. Furbush" Vice President - General Couasel Pacific Gas

& Electric Company P, 0.

Box 7442 San Francisco, California 94106

Dear t5r. Furbush:

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SUBJECT:

REQUEST FOR ADDITIONAL INFORMATION - DIABLO CANYON. UNITS 1

& 2 Enclosed are questions pertaining to the wave damage that the breakwaters protecting the intake structure sustained in late January, 1981.

Me will need responses to these questions in order for us to expedite the completion of our review.

Sincerely,

Enclosure:

As stated Ori@110< ~5'+ b>

'Jade~

Robert L. Tedesco, Assistant Director for Licensing Division of Licensing cc:

See next page.

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UNITEDSTATES NUCLEAR REGULATORYCOMMISSION WASHINGTON, D. C. 20555 gB S

1881 Docket Nos.:

50-275/323 Mr. Malcolm H. Furbush Vice President - General Counsel Pacific Gas 8 Electric Company P. 0.

Box 7442 San Francisco, California 94106

Dear Mr. Furbush:

SUBJECT:

REQUEST FOR ADDITIONAL INFORMATION - DIABLO CANYON, UNITS 1

8, 2 Enclosed are questions pertaining to the wave damage that the breakwaters protecting the intake structure sustained in late January, 1'981.

Me will need responses to these questions in order for us to expedite the completion of our review.

Sincerely, MKKcQ~

Robert L. Tedesco, Assistant Director for Licensing Division of Licensing

Enclosure:

As stated cc:

See next page,

'C

Nr. Malcolm H. Furbush Vice President - General Counsel Pacific Gas

& Electric Company P.O.

Box 7442 San Francisco, California 94106 CC:

Philip A. Crane, Jr.,

Esq.

Pacific Gas 8 Electric Company P.O.

Box 7442 San Francisco, Californ'ia 94106 Janice E. Kerr, Esq.

Califo'rnia Public Utilities Commission 350 NcAllister Street San Francisco, California 94102 Nr. Frederick Eissler, President Scenic Shoreline Preservation Conference, Inc.

4623 i/ore Mesa Drive Santa Barbara, California 93105 Ns. Elizabeth Apfelberg 1415 Cozadero San Luis Obispo, California 93401 Nr. Gordon A. Silver Ns. Sandra A* Silver 1760 Alisal Street San Luis Obispo, California 93401 Harry M. Willis, Esq.

Seymour 8 Willis 601 California 'Street, Suite 2100 San Francisco, California 94108 Mr. Richard Hubbard MHB Technical Associates Suite.K 1723 Hamilton Avenue San Jose, California 95125 Nr. John Narrs, Managing Editor San Luis Obispo County Telegram-Tribune 1321 Johnson Avenue P. 0.

Box 112 San Luis Obispo, California 93406

Mr. Malcolm H. Furbus'h

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CC:

Resident Inspector/Diablo Canyon NPS c/o U. S. Nuclear Regulatory Commission P. 0.

Box 396

- Arroyo Grande, California 93420 Elizabeth S. Bowers,'Esq.,

Chairman Atomic Safety. & Licensing Board U. S. Nuclear Regulatory Commission Washington, D. C.

20555 Mr.,Glenn 0. Briqht Atomic Safety

& Licensing Board U. S. Nuclear Regulatory'ommission Washington, D. C.

20555 Richard S. Salzman, Esq.,

Chairman Atomic Safety

& Licensing Appeal Board U. S. Nuclear Regulatory Commission Washington, D. C.

20555 Dr. W.

Reed Johnson Atomic Safety

& Licensing Appeal Board'.

S. Nuclear Regulatory Commission Washington, D. C.

20555 Dr. John H. Buck Atomic Safety

& Licensing Appeal Board'.

S. Nuclear Regulatory Commission Washington, D. C.

20555 Ms. Raye Fleming 1920 Mattie Road Shell Beach, California 93440

- John R. Phillips, Esq.

Simon Klevansky, Esq.

Margaret Blodgett, Esq.

Marion P. Johnston, Esq.

Joel

Reynolds, Esq.

Center for Law in.the Public Interest 10203 Santa Monica Boulevard Los Angeles, California 90067

Mr. Malcolm H. Furbush 3

cc:

Paul C. Valentine, Esq.

321 Lytton Avenue Palo Alto, California 94302 Mr. Byron S. Georgiov Legal Affairs Secretary

~

.,Governor's Office State Capitol Sacramento, California 95814 Mr.'ohn Marrs Managing Editor San Luis Obispo County Telegram - Tribune o nson venue P. 0.

Box 112

'San Luis Obispo, California 93406

.Herbert H. Brown, Esq.

Hill, Christopher '8 Phillips, P.C.

1900 M Street; N:W.

Washington, D.C.

20036 Mr. Richard'.

Blankenburg, Co-Publisher Mr. Wayne A. Soroyan, News Reporter South County Publishing Company P. 0.

Box 460 Arroyo Grande, California 93420

0

Mr. Malcolm H. Furbush CC:

Hr. James

0. Schuyler Yice President - Nuclear Generation Department

'acific Gas 8 Electric Company'.O.

Box 7442 San Francisco, California 94106 Bruce Norton, Esq.

Suite 202

'216 North 3r'd Street Phoenix, Arizona 85012 Mr. W. C. Gangloff Westinghouse Electric Corporation P.-O.

Box 355 Pittsburgh, Pennsylvania 15230 Michael R. Klein,.Esq.

Wilmer, Cutler 5 Pickering 1666 K Street, N.

W.

Washington, D. C.

20006 David F. Fleischaker, Esq.

Suite 709 1735 Eye Street, N.

W.

Washington, D. C.

20006 Dr. Jerry R. Kline Atomic Safety and Licensing Board Panel U.S. Nuclea'r Regulatory Comoission Washington, D.C.

20555

, Hr. Thomas S.

Moore Atomic Safety and Licensing Appeal Board U. S. Nuclear Regulatory Commission Washington, D.C.

20555 Marjorie Nordlinger, Esq.

Office of the. General Counsel U. S. Nuclear Regulatory Commisssion Washington, D.C.

20555

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Diablo Canyon Units 1

5 2 Docket Nos.

50-275/323 Hydrologic Engineering guestions Intake Core Breakwaters I

1.

Provide the following information relating to the hydrologic design of the breakwater system:

a.

Describe the design wave field (wave height and period, direction and stillwater level) for breakwater stability.

Characterize the severity of this design wave field in relation to probable maximum type events and/or statistically.

b.

Provide detailed descriptions of the breakwater design.

Describe the various layers, the materials

used, the sizes, shapes and weights, and the slopes and elevations.

Include drawings and cross sections.

c.

Describe the analyses and/or modeling techniques to justify the breakwater design, i.e., that the breakwater will be able to survive the design wave conditions without loss of its safety functions.

2.

Provide the following information about the breakwaters as actually constructed:

a.

Describe any known differences between the breakwater as designed and as constructed.

Discuss the effect of any such differences on the breakwaters'bility to survive the design wave conditions.

0

, MAR l 8 )98)