ML20147E283: Difference between revisions

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   -            'Karl R. Coller, Assistant Director for Operating Reactors FOUNDATION ENGINEERING REVIEW - TAR 1505 PLANT NAME: Oyster Creek,      Radwaste and Off-Gas Buildings LICENSING STAGE: Post OL DOCKET NUMBER:      50-219 MILESTONE NUMBER:      N/A                                                        I I
   -            'Karl R. Coller, Assistant Director for Operating Reactors FOUNDATION ENGINEERING REVIEW - TAR 1505 PLANT NAME: Oyster Creek,      Radwaste and Off-Gas Buildings LICENSING STAGE: Post OL DOCKET NUMBER:      50-219 MILESTONE NUMBER:      N/A                                                        I I
RESPONSIBLE BRANCH:      OR-3; W. Paulson, LPM REQUESTED COMPLETION DATE: March 25, 1976 APPLICANTS RESPONSE DATE: N/A REVIEW STATUS: Complete We have reviewed a report entitled " Response to NRC Questions Radwaste Modification, Oyster Creek Nuclear Power Station, December, 1975," submitted by the applicant in response to the enclosed NRC letter dated August 14, 1975.            Enclosure 2 to this NRC letter states that buildings housing Radwaste Systems need to be designed to resist only the Operating Basis Earthquake.
RESPONSIBLE BRANCH:      OR-3; W. Paulson, LPM REQUESTED COMPLETION DATE: March 25, 1976 APPLICANTS RESPONSE DATE: N/A REVIEW STATUS: Complete We have reviewed a report entitled " Response to NRC Questions Radwaste Modification, Oyster Creek Nuclear Power Station, December, 1975," submitted by the applicant in response to the enclosed NRC {{letter dated|date=August 14, 1975|text=letter dated August 14, 1975}}.            Enclosure 2 to this NRC letter states that buildings housing Radwaste Systems need to be designed to resist only the Operating Basis Earthquake.
Based on our review we have concluded that the foundation soils will provide adequate support capacity for the proposed Radwaste Building foundations under the effects of the operating Basis Earthquake (0.11g).
Based on our review we have concluded that the foundation soils will provide adequate support capacity for the proposed Radwaste Building foundations under the effects of the operating Basis Earthquake (0.11g).
The applicant has provided an acceptable settlement monitoring program.
The applicant has provided an acceptable settlement monitoring program.

Latest revision as of 03:59, 12 December 2021

Forwards Safety Evaluation for Tech Spec Change Re Liquid/ Solid Radwaste Bldg Settlement Monitoring.New Tech Specs Acceptable
ML20147E283
Person / Time
Site: Oyster Creek
Issue date: 10/10/1978
From: Denise R
Office of Nuclear Reactor Regulation
To: Grimes B
Office of Nuclear Reactor Regulation
References
FOIA-79-86, TASK-02-04.F, TASK-2-4.F, TASK-RR NUDOCS 7810160188
Download: ML20147E283 (1)


Text

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  • Didatsurion:- THis DOCUMENT CONTAINS puTaatv1tE P00R QUAL.lTY PkGES GB RDG 0 373 s

/ MEMORANDEM 70R: Brian Grimas, Assistant Director for Engineering and Projects [

. L Fit 0M: Richard F. Demise. Assistant Director for Site T=*h=a1=gy. DSE SUnJECf: SAFETY ETAIRATItM - EITIEW OF OTSTER CIEEE uquID/scs.ID nacuart'senmInc sErrrzluRT M MITORING ,

. TAC EtrMBER: 5051 j -

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Ils have completed our reviser of hah =4em1 Specif4emetea Change iU 4 Esquest Me. 65 for thm Oyeter cseek 1h= Imme esmerating 5*=*4== . -@ . p T=eh=4 eat Specificatimes. En flad: thema ap=**f'4esticas meseptable; 1.

-and our eefety e==ta=**== is -

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If yes' hape may adate4mm t questsees or -em, yleens esetast E h.

ear s=ae==h=ie=1 engineertag zuviseur John

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. 5 ;, , , - ' A: =, 7. R.ichard P. Deh .

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y Etehard F. h=4.e, Assistent Dirm t for Site Technology _

Division of Site Safety and am,ir=====*=1 Analysia '

Enclosure:

As stated cc: w/ameta==re R. DeYoung Y. Stallo D. Eisenhet D. Davis

c. Emighton J. Stepp L. Beller E. Aae. a J. Greeves 18 Iolbadg o,,,. . . DSE:ST:GB DSE:ST:GB DFE~.jST>c GB, DSE:ST M

.u....., JTS9eetas:sb LHedeYh [JM [52N RFDenise o.vi > . 1,N ' 1 , 78 1 .,,_h8 10[g78 NRC FOR.M 318 (9 7[ NRCM 0240 W u. s. oovannwant p intime orricus sete - saws 4

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l Safety Evaluation Technical Specification  !

Liquid / Solid Radwaste Building Settlement Monitoring Oyster Creek Nuclear Station The staff concludes that Technical' Specification 4.13 will be acceptable to monitor the settlement of the Liquid / Solid Radwsste Building. We reach this conclusion based on the agreement of this specification with our review of this building forwarded to Karl Goller from W. P. Gammill on April 7, 1976, as attached.

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[pato% v UNITED STATES

/

  • 4 NUCLEAR REGULATORY COMMISSION f kj WASHINGTON, D. C. 20555 1976 APR 7

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- 'Karl R. Coller, Assistant Director for Operating Reactors FOUNDATION ENGINEERING REVIEW - TAR 1505 PLANT NAME: Oyster Creek, Radwaste and Off-Gas Buildings LICENSING STAGE: Post OL DOCKET NUMBER: 50-219 MILESTONE NUMBER: N/A I I

RESPONSIBLE BRANCH: OR-3; W. Paulson, LPM REQUESTED COMPLETION DATE: March 25, 1976 APPLICANTS RESPONSE DATE: N/A REVIEW STATUS: Complete We have reviewed a report entitled " Response to NRC Questions Radwaste Modification, Oyster Creek Nuclear Power Station, December, 1975," submitted by the applicant in response to the enclosed NRC letter dated August 14, 1975. Enclosure 2 to this NRC letter states that buildings housing Radwaste Systems need to be designed to resist only the Operating Basis Earthquake.

Based on our review we have concluded that the foundation soils will provide adequate support capacity for the proposed Radwaste Building foundations under the effects of the operating Basis Earthquake (0.11g).

The applicant has provided an acceptable settlement monitoring program.

We should be notified if movements exceed the settlement criteria (3 1/2 inches, total, 1 1/2 inches differential) established in response to Question 324.14.

We have no further questions or comments. These comments were prepared by J. Greeves, FES, Geology and Seismology Branch.

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0 V , kw -C William . Gammill, Assistant Director for Site Technology Division of Site Safety and Environmental Analysis

Enclosure:

As stated cc: w/ enclosure See next page L

4 Karl R. Goller APR ! 1375 cc: w/ enclosure H. Denton G. Lear W. Paulson J. Stepp L. Heller J. Greeves l

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Docket No. 50-219 TAR #1505 t Review Comments Regarding Questions.'324.1 thru 324.14 _

Prepared by: J. Greeves, FES, Geology and Seismology Branch  ;

324.1 The response to this item is quite protracted and includes some statements that we may not agree with under close~ examination.

However, based on this response we agree that, since the seismic  :

design requirements for buildings housing radwaste systems are limited to the OBE-maximum ground acceleration selected for the plant, there is no potential for liquefaction during the OBE

.5 (0.11)g.  ;

324.2 .Considering the design basis for'the buildings housing radwaste thru systems, the responses to these. items are satisfactory. No 4

324.14 additional information is required.

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