ML20041C187

Summary of 811007 Meeting W/Util,Bechtel & Consultants in Bethesda,Md Re Soil Consolidation Test Data & Analyses for Diesel Generator Bldg

ML20041C187
Person / Time
Site:	Midland
Issue date:	02/05/1982
From:	Hood D Office of Nuclear Reactor Regulation
To:	Office of Nuclear Reactor Regulation
References
ISSUANCES-OL, ISSUANCES-OM, NUDOCS 8202260315
Download: ML20041C187 (18)

Text

{{#Wiki_filter:- i l . [.. .o l N iTB, 5 I382 to s 7 p 6 Uvcket tios.: 50-329 OS ~ and 5u-330 UN, GL 2 8/jm \\ O cb \\ L.-- e \\ APPLICAtiT: Consumers Power Company Q Y/ l FACILITY: Hidland Plant, Units 1 and 2 7^ SUBJLCT: SulllaRY OF OCT0btk 7,1961 tiu. tin 6 0:4 DILSLL GLhERATOR bulLDIhG On October 7,1981, the flRC staff net in Bethesda, llaryland with Consumers Power Coupany, Bechtel, and consultants, to discuss soil consolidotion test I data and analyses for the Diesel Generator building for liidland Plant, Units 1 and 2. Ileeting attendees are listed by Lnclosure 1. Lnclosure 2 is a sumory i of the meeting with a compilation of the handouts and visual aids usea in the course of tne meeting. i I i Darl S. Hood, Project fianager Licensing branch ho. 4 Division of Licensing

Enclosures:

As stated i l cc: See next page i i i i f i l l i i I 8202260315 820205 i PDR ADOCK 05000329 l i A PDR M;.DL (Qk4,, ,,ph:,(p,(,4j,, omce >.0L.:.LE l...... 4 Ho :eb M. D0ncan E.lAdensam suana=e > 4 . /.'../. 82 2./........./.82 .../......./.82 2 l ozare > Nac ronu ata cio.aoi uncu c24o OFFICIAL RECORD COPY usam ini-mmo

'o UNITED STATES 'g !\\ NUCLEAR REGULATORY COMMISSION p, j WASHINGTON, D. C. 20555 g. 8 %,*****,o gg, b 1!E2 Docket Nos.: 50-329 and 50-330 OM, OL APPLICANT: Consumers Power Company FACILITY: Midland Plant, Units 1 and 2

SUBJECT:

SUM 4ARY OF OCTOBER 7,1981 MEETING ON DIESEL GENERATOR BUILDING On October 7,1981, the NRC staff met in Bethesda, Maryland with Consumers Power Company, Bechtel, and consultants, to discuss soil consolidatien test data and analyses for the Diesel Generator Building for Midland Plant, Units 1 and 2. Meeting attendees are listed by Enclosure 1. is a summary of the meeting with a compilation of the handouts and visual aids used in the course of the meeting. h Lr&< I Darl S. Hood, Project Manager Licensing Branch No. 4 Division of Licensing

Enclosures:

As stated cc: See next page

MIDLAND Mr. J. W. Cook Vice President Consumers Power Conpany 1945 West Parnall Road Jackson, Michigan 49201 cc: Michael I. Miller, Esq. Mr. Don van Farrowe, Chief Ronald G. Zamarin, Esq. Division of Radiological Health Alan S. Farnell, Esq. Department of Public Health Isham, Lincoln & Beale P.O. Box 33035 Suite 4200 Lansing, Michigan 48909 1 First National Plaza

Chicago, Illinois 60603 William J. Scanlon, Esq.

2034 Pauline Boulevard James E. Brunner, Esq. Ann Arbor, Michigan 48103 Consumers Power Conpany 212 West Michigan Avenue U.S. Nuclear Regulatory Commission Jackson, Michigan 49201 Resident Inspectors Office Route 7 Myron M. Cherry, Esq. Midland, Michigan 48640 1 IBM Plaza Chicago, Illinois 60611 Ms. Barbara Stamiris 5795 N. River Ms. Mary Sinclair Freeland, Michigan 48623 5711 Summerset Drive Midland, Michigan 48640 Mr. Paul A. Perry, Secretary Consumers Power Company Stewart H. Freeman 212 W. Michigan Avenue Assistant Attorney General Jackson, Michigan 49201 State of Michigan Environmental Protection Division Mr. Walt Apley 720 Law Building c/o Mr. Max Clau.sen Lansing, Michigan 48913 Battelle Pacific North West Labs (PNWL) Battelle Blvd. t Mr. Wendell Marshall SIGMA IV Building l Route 10 Richland, Washington 99352 L Midland, Michigan 48640 l Mr. I. Charak, Manager Mr. Roger W. Huston NRC Assistance Project l Suite 220 Argonne National Laboratory 7910 Woodmont Avenue 9700 South Cass Avenue Bethesda, Maryland 20814 Argonne, Illinois 60439 Mr. R. B. Borsum James G. Keppler, Regional Administrator Nuclear Power Generation Division U.S. Nuclear Regulatory Comission, l Babcock & Wilcox Region III l 7910 Woodmont Avenue, Suite 220 799 Roosevelt Road Bethesda, Maryland 20814 Glen Ellyn, Illinois 60137 i l l

Mr. J. W. Cook cc: Commander, Naval Surface Weapons Center ATTN: P. C. Huang White Oak Silver Spring, Maryland 20910 Mr. L. J. Auge, Manager Facility Design Engineering Energy Technology Engineering Center P.O. Box 1449 Canoga Park, California 91304 Mr. Neil Gehring U.S. Corps of Engineers NCEED - T 7th Floor 477 Michigan Avenue Detroit, Michigan 48226 Charles Bechhoefer, Esq. Atomic Safety & Licensing Board U.S. Nuclear Regulatory Commission Washington, D. C. 20555 Mr. Ralph S. Decker Atomic Safety & Licensing Board U.S. Nuclear Regulatory Commission Washington, D. C. 20555 Dr. Frederick P. Cowan Apt. B-125 6125 N. Verde Trail Boca Raton, Florida 33433 Jerry Harbour, Esq. Atomic Safety and Licensing Board U.S. Nuclear Regulatory Commission Washington, D. C. 20555 Geotechnical Engineers, Inc. ATTN: Dr. Steve J. Poulos 1017 Main Street Winchester, Massachusetts 01890

ENCLUSURL l_ ATTENDEES NAME ORGANIZATION G. S. Keeley Consumers Powers Company J. Brunner CPCo D. Lewis Bechtel N. Ramanujam CPCo S. Afifi bechtel A. Farnell Isham, Lincoln a Deale R. Zamarin Isham, Lincoln & Deale D. Budzik CPCo F. Rinaldi NRC/SEu F. Cherney NRC/DE/MEB H. Brammer NRC/DE/ NEB M. Hartzman NRC/DE/MEB J. Kane NRC/DE/HGE6 H. Sin 9n Army Corps of Engineers A. Hodgdon Attorney, NRC M. Blur,e Attorney, NRC D. Hood NRC/DL W. Paton Attorney, NRC L. Heller NRC/HGEB

\\ e v. .s. ENCLOSURE 2 4

• To File 0485.16 (w/a)

GSKeeley,P-14-113B,,);,,. CONSUMERS From J gl ~7 POWER Date October 26, 1981 COMPANY Subject MIDLAND PROJECT Internal DISCUSSION WITH STAFF AND LAWYERS Correspondence ON D/G(SOILS AND STRUCTURAL) ON 10/7/81 FILE 0485.16 SERIAL 14585 CC JWCook, P-26-336B (w/o) NRamanujam, P-14-100 (w/a) SAfifi, Bechtel (w/a) DMBudzik/TJSullivan, P-24-624A (w/o) ABoos, Bechtel (w/o) TRThiruvengadam, P-14-400 (w/o) JBrunner, M-1079 (w/a) RZamarin, IL&B (w/o) RHuston, Bethesda (w/a) Discussed D/G samples. Discussed DGB consolidation test data. Ram indicated that CP Co and consultants had reviewed existing literature and did not find any problems with the max load of 64 Tsf. ASTM and corps of Engineers Manual clearly indicates that the loading can be higher so that one can be in the virgin portion of the consolidation curve. Woodward-Clyde Consultants and Dr Peck independently decided that they should go to 64 Tsf to define the virgin part of the curve. Based on the above fact CP Co feels that the maximum load of 64 Tsf in more applicable to define preconsolidation Pressure, Pc' for this kind of material that has been compacted and surcharged.2 Kane - agrees on review of data that 8 hours was adequate, but 16 Tons /ft would be more adequate for preconsolidation. Sherif - load for testing has to be large enough for compacted, surcharged soil. Kane - says we're out of range of virgin curve because void ratios are too low. Agrees that lab data shows the soil to be very dense. Staff discussed with COE Ohio River and they have 2 never run tests up to 64 T/ft But H Singh said that he has seen tests up to 128 Tsf and higher. 2 Using new 16 T/ft plots, staff picked out borings and levels where they suggested that settlement should be calculaged. Will have to compute new Ce by same person who computed Cc from 64 T/ft curve. If this calculation shows that its only slightly more than settlement shown by actual dewatering settlement readings, would they accept readings as being proper? They want range of settlement and not force us to use this calculated settlement for structural analysis. Structural (Navy) needs what it is for soil springs (for settlement) and can compute stresses and then add to it what is estimated to occur. Have to model soil under footing and this has to be based on results of estimated settlement from preconsolidation tests. Kane - would agree to force the calculated settlement numbers by a percentage (50%)for jacking up measured numbers which are based on stiffness of structures. Use dewatering values to adjust calculated values from consolidation tests. After CP Co Caucus - Met with Staff and Legal. 1. Use structural analysis model using soil springs. (Staff needs dynamic and static soil springs used and basis for them.) ic1081-0794a112

a6 - 2 2. Geo-Tech input modified as discussed previous to handle consolidation test data. We want to talk to J W Cook on this before making a commitment. Zam - on not providing staff testimony on October 30, 1981 is it strictly soils. Patton - have problem on crack analysis. Rinaldi - D/G structure is not a typical structure. Feels its a research type problem. NRC is still reviewing crack analysis info given them last week and addendum given them yesterday. Can't assume text book type design analysis. Also, have to resolve monitoring scheme for cracks for lifetime of plant. Also, have to factor in new analysis for Geo Tech input. All they're ready to do is give status report to board. DMB - Crack report is our report and all we're talking about today is modifying spring constants and reruning model. Presented Model in April. Rinaldi - Still have to decide whether crack analysis justifies structural adequacy. DMB - our letter says no more crack analysis. Appendix J (white paper was presented to staff in April). Rinaldi - Can't make decision until after discussing with management. DMB - We used NUREG, which handles simply the cracks and we have run sophisticated computer program. Effects of cracks based on NUREG have been factored into structural calculations. Margin review program for SSRS will be during OL. Patton - D/G building has to be analyzed for new SSRS. Kane - structural has been affected by surcharge and board could ask for adequacy of surcharge and effect it had on D/G building at new SSRS. DMB - everything we've said is how other dockets have been done. Zam - We don't have figures yet on SSRS and board will have to make decision based on fact that margin check won't come until OL. If we decide to do additional calc on consolidation tests and if we complete it by October 16, 1981, then staff has agreed this should handle Geo Tech. Agreed to provide staff input and results of analysis done todate. They want new springs used. Will try to get this by October 16, 1981 and if they have this, they may be able to be ready for hearing on November 16, 1981. ic1081-0794a112

= b m A 3 e Kane - thinks we will have settlement resolved by hearing date, but may not agree on crack analysis and use of SSRS. Attachments: 2 Replots of load vs estimated preconsolidations pressure at 16 and 64 Tons /ft with actual densities at sample location. i i 1 l l 1 l l' i ic1081-0794a112 i i r

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SUMMARY

DISTRIBUTION Docket File

6. Lear NRC/PDR S. Pawlicki Local PDR V. Benaroya TIC /NSIC/ TERA Z. Rosztoczy LB #4 r/f W. Haass H. Denton D. Muller E. Case R. Ballard D. Eisenhut W. Regan R. Purple R. Mattson B. J. Youngblood P. Check A. Schwencer

0. Parr F. Miraglia F. Rosa J. Miller W. Butler G. Lainas W. Kreger R. Vollmer R. Houston J. P. Knight W. Gammill R. Bosnak L. Rubenstein F. Schauer T. Speis R. E. Jackson W. Johnston Attorney, OELD S. Hanauer OIE (3)

R. Hernan ACRS (16) F. Schroeder R. Tedesco D. Skovholt M. Ernst K. Kniel NRC

Participants:

G. Knighton L. Heller A. Thadani F. Rinaldi D. Tondi F. Cherny J. Kramer H. Brammer D. Vassallo M. Hartzman P. Collins J. Kane D. Ziemann A. Hodgdon F. Congel M. Blume J. Stolz D. Hood M. Srinivasan W. Paton R. Baer bdc: Applicant & Service List C. Berlinger E. Adensam Project Manager D. Hood Licensing Assistant M nirnrnn .}}