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| issue date = 04/28/1978
| issue date = 04/28/1978
| title = Letter Responding to the April 6, 1978 Letter Requesting Additional Information Regarding a Request for an Extension of the Latest Completion Date for Construction Permit No. CPPR-112
| title = Letter Responding to the April 6, 1978 Letter Requesting Additional Information Regarding a Request for an Extension of the Latest Completion Date for Construction Permit No. CPPR-112
| author name = Rhode G K
| author name = Rhode G
| author affiliation = Niagara Mohawk Power Corp
| author affiliation = Niagara Mohawk Power Corp
| addressee name = Case E G
| addressee name = Case E
| addressee affiliation = NRC/NRR
| addressee affiliation = NRC/NRR
| docket = 05000410
| docket = 05000410

Revision as of 05:42, 18 June 2019

Letter Responding to the April 6, 1978 Letter Requesting Additional Information Regarding a Request for an Extension of the Latest Completion Date for Construction Permit No. CPPR-112
ML18018A938
Person / Time
Site: Nine Mile Point Constellation icon.png
Issue date: 04/28/1978
From: Rhode G
Niagara Mohawk Power Corp
To: Case E
Office of Nuclear Reactor Regulation
References
Download: ML18018A938 (72)


Text

REGULATORY INFQRI'fATION DISTRIBUTION SYSTEM (RIDS)DISTRIBUTION FOR INCOMING MATERIAL 50-410 REC: CASE E G NRC ORG: RHODE G K NIAGARA MOHAWK PWR DOCDATE: 04/28/78 DATE RCVD: 05/Oi/78 DOCTYPE: LETTER NOTARIZED:

NO COPIES RECEIVED

SUBJECT:

LTR 1 ENCL 1 INFO REQUESTED BY S.VARGA IN LTR DTD 04/06/78 RE: UTILITY REQUEST FOR EXTENSION OF LATEST COMPLETION DATE FOR CPPR-112.PLANT NAME: NINE MILE POINT-UNIT 2 REVIEWER INITIAL: XBT DISTRIBUTOR INITIAL:~DISTRIBUTION OF THIS MATERIAL IS AS FOLLOWS REQUESTS FOR EXEMPTIONS (ALL TYPES)<DISTRIBUTIOI4 CODE B006)FOR ACTION'OR INFO: FOR I l4FO: INTERNAL: EXTERNAL: BR CHIEF VARGA+~~W/ENCL LIC ASST SERVICE++W/ENCL MOQRE++LTR ONLY(i)N.LY<1)REG FILE++W/EN T ABELL+4W/ENCL LPDR S OSWEGO)NY+>W/ENCL ACRS CAT B4~~W/16 ENCL PROS MGR KANE++W/ENCL REGAN++LTR ONLY(i)DUNCAN4+LTR ONLY<1)NRC PDR++W/ENCL J MILLER>+W/ENCL E.QASF~/E'~M-'ISTRIBUTION:

LTR 30 ENCL 26 SIZE: 2P"CONTROL NBR: 781210181 THE END 1 Ai I A I h NIAGARA MOHAWK POWER CORPORATION NIAGARA'~MOHAWK 300 ERIE BOULEVARO, WEST SYRACUSE.N.Y.I 3202 April 28, 1978 Mr.Edson G.Case, Acting Director Office of Nuclear Reactor Regulation U.S.Nuclear Regulatory Commission Washington, D.C.20555

Dear Mr.Case:

8~.",+p~17 Re: Nine Mile Point Unit 2 Docket No.50-410 Enclosed is the additional information that Mr.Varga of your staff requested in a letter dated April 6, 1978 regarding the Niagara Mohawk Power Corporation request for an extension of the latest completion date for Construction Permit No.CPPR-112.This information quantifies the extent of the delay associated with each of the three causes cited.It also identifies on a time scale, the point at which the delay was incurred and the extent it alone affected the overall schedule for completion of the plant.The delays show good cause for extending the latest date of Construction Permit No.CPPR-112 to December 31, 1984.Very truly yours, NIAGARA MOHAWK POWER CORPORATION Ger ld.Rhode, Vice President System Projec Management NLR/s zd Enclosure 781210)ag Soo<s(a+I/g

.f'*<r 4C~l)1.p'~~4/)44 p'1)ll I 4 l I 7/73 I/74 7/74 I/75 7/75 i/76 7/76 7/77 I/77 I/78 7/78 I/79 7/79 CP ISSUE 7 74 CP EXPIRATI N 7/78 (2)13)i 3)iv (3 (3)iii (3)v (3 vi (3)i 3)vii (3)viii DELAYCAUSE (3)x DATE OF DELAY DURATION OF DELAY DELAY CAUSE DATE OF DELAY DURATION OF DELAY (I)NEED FOR POWER POSTPONED (2)LACK OF FUNDS AT REASONABLE RATES (3)i MARK 3E LAR DESIGN CHANGES il STUDY OF GEOLOGICAL FEATURES iii CHANGE FROM ONCE-THROUGH TO CLOSED LOOP COOLING iv ELECTRICAL RACEWAY AND REACTOR BUILDING STRUCTURAL REDESIGN v LABOR PROBLEMS NCLUDDIG WORK STOPPAGES vi WELDER SHORTAGE AND MATERIAL PROCUREMENT DELAYS DEC.I s 1973 NOV.I s 1974 SEP.I, 1976 DEC.13s 1976 JUL.19s 1976 JAN I s 1975 JUN.I s ISN OCT I sl977 DEC.I s 1977 72 MO.12 MO.12 MO.12 Ma 4 MO.9 MO.3 MO.I MO.12 MO.vii DELAY IN GRANTING ORIGINAL CONSTRUCTION PERMIT viii IMPLEMENTATION OF NRC REQUIREMENT FOR ECCS PUMP FLOOD PROTECTION ix IMPLEMENTATION OF PIPE WHIP PROTECTION REQUNIEMENTS OF RG.1.46 x RG.1.89 CLASS IE EQUIPMENT REQUIREMENTS.

JUI I, 1973 OCT.I, 1973 MAY I, 1973 NOV.I, 1974 CONSTRUCTION DELAYS NINE MILE POINT, UNIT 2 12 MO.IO MO.12 MO.6 MO.

TELECOPIED TO N 0 A QW 5f H-C (FROA y/~~~at.m TIViE Q;PP DC.TE/~la-~~/

f<~r I EOII(~C+Wp O~A.0 C>n qo 4+*+4 Docket No.50-410 UNITED STATES NUC R REGULATORY COMMISSION REGION I 631 PARK AVENUE KING OF PRUSSIA, PENNSYLVANIA I 9406 g 6 APR l978 DRAVO Corporation Pipe Fabrication Division ATTN: Mr.Gustav Schwab Vice President and General Manager 1115 Gilman Avenue Marietta, Ohio 45750 Gentlemen:

Subject:

Niagara Mohawk Power Corporation Report of January 30, 1978 Regarding the Dravo Pipe Fabrication Division guality Assurance Program Me received your letter of April 7, 1978, concerning the subject report.Your letter will'be made a part of the public record as you requested.

Sincerely, I Bo ce H.Gr ier Director 1('il f1OC~l." l I I p IIPC f"ilf?Loca I l'tll: TIC Ilf?R Re1din.f I.!lf?-: I f i I.(,a-o P,.I'>o'",.I R.1}@Youl',~l I).'/as-.-11 I'l Stol z K.Kni el 0.I)111 s il rljfl I..Crocf:r~I).Cl ul.ch.'Hi I I ia": I?fly t tsr>l~If.I)!nf.oil I).I'll I el I l'0)eC t"il>>1'l>>~.'tf:nrn~y, I I I}H'.1 I:o>>ii(3i nCPS (16)L.=1)ref ler ill?C I'al l.I<i;l~l-.: Ruf>en%l>>'I R.Tedesco G.Lainas J.Knight iff:I: I lfff, Sf'lf Wuy I I.Peltier C.Grimes C.Anderson T.Su K.Herring A.Hafiz APR 25)978

d a d~~p,s Abc'"vA<<>>*++Docket Nos: 50-358 50-387 50-352/353 50-367 50-373/374 50-388 50-410 (50-322 UNITED STATES NUCLEAR REGULATORY COMMISSION WASHINGTON, D.C.20555 APR 25 j978 APPLICANT; MEMBERS OF MARK II OWNER'S GROUP

SUBJECT:

TRIP TO LIVERMORE, STANFORD RESEARCH INSTITUTE AND GENERAL ELECTRIC TO DISCUSS MARK II POOL DYNAMIC LOADS~kkdd The purpose of this trip was to discuss several analytical and experimental programs related'o Mark II pool dynamic loads.A copy of the attendees, agenda and slides distributed at the meeting are attached.In the morning of the first day (Wednesday) we met with Livermore personnel to discuss the Livermore/DOR program to study fluid structure interactions (FSI)in the Mark-I Monticello Safety Relief Valve (SRV)tests.a Wednesday afternoon we met with personnel at Stanford Research Institute to discuss their 1/13 scale Mark II pool swell tests.Thursday we met with representatives of the Mark II owner's group and General Electric to discuss the status of several tasks in their Mark II pool dynamic load program.A summary of-the topics discussed in the meetings is provided below.~Sumar Livermore Meetin Ed McCauley of Livermore summarized the results of the FY 77 Livermore FSI program.Their study of SRV-FSI effects showed a trend of decreasing loads with increasing wall flexibility.

The major limitations of their study included the plane section modeling of the containment and the modeling of the source.These assumptions result in an over-estimate of the dependence of SRV loads on wall flexibility.

Future studies by Livermore are aimed at evaluating the importance of these parameters.

h APR 35]g7g Standford Research Institute Meetin The purpose of this meeting was to discuss the preliminary results of the'Mark II 1/13 scale single vent tests.These SRI tests consisted of air charging tests..Shakedown tests were conducted to determine the affect of water vapor in scale air tests on pool swell phenomenon.

The preliminary results for the SRI tests showed differences from similar tests conducted at MIT.The purpose of the meeting was to identify reasons for the differences.

Additional SRI testing was.discussed to resolve differences in results.Hhi'le at the SRI facility we toured the pool dynamic test stands.Me noted that SRI is conducting EPRI funded tests to investigate steam chugging phenomena.

Tests are being conducted at three different scales including single and multivent tests.This test program is a study of the fundamental phenomena of chugging.This program is not a par t of the Mark II owner group supporting program.Mark II Owner's Grou Meetin The topics discussed in this meeting are listed in the attached meeting agenda.A summary of discussion follows: 1.Monticello SRV-Mark II Fluid Structure Interaction Studies Or.H.Tang of General Electric discussed the results of studies at GE to determine the effect of containment wall flexibility on the measured SRV loads in the Monticello tests.GE performed calculations similar to those performed by Livermore.

Their plane strain calculations utilized similar assumptions of containment rigidity and load source to those performed by Livermore.

Under these conditions they observed the same trend of reducing load with increasing wall flexibility as observed in the Livermore studies.However, the GE studies were extended to include axisymmetric calculations, 3D modeling of a torus segment and a multiple pulse source.Results of these studies show that wall flexibility amplifies the loads.This conclusion contradicts the Livermore 2D study.In addition they conducted analytical-experimental comparisons using their model and the Monticello data.The use of the more realistic assumptions in the analytical model substantiated the Mark II owner's claim that the Monticello benchmark is valid.The Monticello FSI study is now considered complete by the Mark II owner's group.Documentation will be provided to the NRC by the end of May 1978, In our March meeting with the Mark II owner's group we discussed the desirability of formulating a conservative chugging impulse load to resolve 4 T FSI questions.

Dr.Healzer of General Electric discussed their plan for this task.They should complete this study by early June 1978.A status report will be provided at the next Mark II owner's meeting.This meeting is tentatively scheduled for mid May 1978, In addition we requested that Dr.Healzer provide us, within the next few'eeks, an outline of the objective of this task.3.SRV Pool Tem erature Limits T.Su of NRC provided an NRC status report on the issue of SRV pool temperature limits.He stated that based on our current review of the small scale tests there is inadequate supporting data to justify the current pool temperature limits for rams-head relief valve devices.As a result of our review we are preparing an NRC position requiring the use of quencher type devices in Mark II plants since these devices have higher pool temperature limits.4.DFFR Lead Plant SRV Loads T.Su of NRC provided a status report on the NRC review of the Mark II ramshead model.He highlighted several deficiencies in the current model.We also discussed the use of the ramshead model for those lead plants which have committed to a switch from a ramshead to a quencher device.H.Brinkman representing the Mark II owner's group stated that their plans are to use the current ramshead model to predict SRV loads for plants with quencher devices.Test programs are being developed to show that the use of these ramshead loads for quencher devices is a conservative approach.Current plans call for completion of the confirmatory tests prior to operation of the first Mark II plant.5, PSTF Im act Loads G.Maise of BNL outlined the results of the NRC evaluation of Mark II Pool Dynamic-impact loads.This study concluded that the current DFFR impact load specification is inadequate in that

4 APR 2g]97B the impulse load specification does not include a conservative pulse duration.In addition no consideration has been given to the affect of target geometry on the impact load.The Mark II owner's stated that they had not had sufficient time to review the basis for our conclusions nor the impact of this potential load modification on equipment in specific Mark II plants.Their preliminary review of the BNL study has not uncovered any deficiences in the BNL study.However, conservatisms in the current impact load specification could be balanced against these recently identified non conservatisms.

At the next Mark II owner's meeting in mid-May the Mark II owners will provide us their evaluation of the BNL study and a review of the impact of this load modification on specific Mark II plants.g.(<,6 I.Peltier, Project Manager Light Hater Reactors Branch No.1 Division of Project Management

Enclosures:

l.Agenda 2.Attendance List 3.Viewgraph Material cc: See Following Pages

Long Island Lighting Company ATTN: Mr.Andrew W.Wofford Vice President 175 East Old Country Road Hicksville, New York 11801 Edward M.Barrett, Esq.General Counsel Long Island Lighting Company 250 Old Country Road Mineola, New York 11501 Edward J.Walsh.Esq.General Attorney Long Island Lighting Company 250 Old Country Road Mineola, New York 11501 Mr.Thomas Burke Project Manager, Shoreham Nuclear Power Station P.0.Box 618 Wading River, New York 11792 Director, Technical Development Programs State of New York Energy Office Agency Building 2 Empire State Plazq Albany, New York 12223 Haward L.Blau Blau and Cohn, P.C.380 North Broadway jericho, New York 11753 Irving Like, Esq.Reilly, Like and Schnieder 200 West Main Street Babylon, New York 11702 MUB Technical Associates 366 California Avenue Suite 6 Palo Alto, California 94306<PR 25><78

Philadelphi Electric Company ATTN: Mr.Edward G.Bauer, Jr.Vice President and General Counsel 2301 Market Street Philadelphia, Pensylvania 19101 Troy B, Conner, Jr.Ewq.Conner, Moore&Corber 1747 Pennsylvania Avenue, N.W.Washington, D.C.20006 W.William Anderson, Esq.Deputy Attorney General Room 512, Main Capitol Building Harrisburg, Pennsylvania 17120 Frank R.Clokey, Esq.Special Assistant Attorney General Room 218, Towne House Apartments P.0.Box 2063 Harrisburg, Pensylvania 17105 Honorable Lawrence Coughlin House of Representatives Congress of the United States Washington, D.C.20515 Roger BE Reynolds, Jr., Esq.324 Swede Street Norristown, Pennsylvania 19401 Willard C.Hetzel, Esq.312 main Street East Greenville, Pennsylvania 18041 Lawrence Sager, Esq.Sager&Sager Associates 45 High Street Pottstown, Pennsylvania 19464 Joseph A.Smyth Assistant County Solicitor County of Montgomery Courthouse Norristown, Pennsylvania 19404 APR 25 1978 Eugene J.Bradley Philadelphia Electric Company Associate General Counsel 2301 Market Street Philadelphia, Pennsylvania 19101

APR 25 1978 The Cincinnati Gas 8 Electric Company ATTN: Mr, Earl A, Borgmann Vice President-Engineering P.0.Box 960 Cincinnati, Ohio 45201 Mr.William J.Moran General Counsel The Cincinnati Gas 8 Electric Co.P.0.Box 960 Cincinnati, Ohio 45201 Mr.William G.Porter, Jr.Porter, Stanley, Arthur,&Platt 37 West Broad Street Columbus, Ohio 43215 Mr.Robert Killen, Chairman of the Board 8 Chief Executive Officer The Dayton Power&Light Company P.0.Box 1034 Dayton, Ohio 45401 Mr.J.Robert Newlin, Counsel The Dayton Power&Light Company P.0.Box 1034 Dayton, Ohio 45401 Mr.Stephen Schumacher Miani Valley Power Project P.0.Box 252 Dayton, Ohio 45401 Ms.Augusta Price 601 Stanley Avenue Cincinnati, Ohio 45226 David B.Fankhauser, PhD 3569 Nine Mile Road Cincinnati, Ohio 45230 Thomas A.Luebbers, Esq.Cincinnati City Solicitor Room 214-City Hall Cincinnati, Ohio 45202 Troy 8~Conner, Esq.Conner, Moore&Cober 1747 Pennsylvania Ave.N.WE Washington, D.C, 20006 Mr.James D.Flynn Manager, Licensing 8 Environmental Affairs The Cincinnati Gas&Electric Company P, 0.Box 960 Cincinnati, Ohio 45201 Mr.J.P.Fenstermaker Senior Vice President-, Operations Columbus 8 Southern Ohio Electric Co.215 North Front Street Columbus, Ohio 43215

Northern Indiana Public Service Company ATTN: Mr.H.P.Lyle, Vice President Electric Production 5 Engineering 5265 Holman Ave.Hammond, Indiana 46325 Meredith Hemphill, Jr.Esq.Assistant General Counsel Bethlehem Steel Corporation Martin Tower Bethlehem, Pennsylvania 18016 William H.Eichhorn, Esq.Eichhorn, Morrow 8 Eichhorn 5243 Hohman Avenue Hammond, Indiana 46320 Edward W.Osann, Jr., Esq.Wolfe, Hubbard, Leydid, Voit&Osann, Ltd.Suite 4600 One IBM Plaza Chicago, Illinois 60611 Marvin N.Berm, Esq~Special Assistant Attorney General 134 North LaSalle Street Suite 2222 Chicago, Illinois 60602 Robert J.Vollen, Esq.109 North Oearborn Street Chicago, Illinois 60602 APR g5 F8

Commonwealth Edison Company A&i N;Mr.Byron Lee, Jr, Vice President P, 0.Box 767 Chicago, Illinois 60690 Richard E.Powell, Esq.Isham, Lincoln&Beale One First National Plaza 2400" Chicago, Il 1 inoi s 60670 APR 2g)g78

Pennsylvania Power and Light Company ATTN: Mr.Norman W.Curtis Vice President-Engineering and Construction 2 North Ninth Street Allentown, Pennsylvania 18101 Mr.Earle M.Mead Project Manager Pennsylvania Power 4I Light Company 2 North Ninth Street Allentown, Pennsylvania 18101 Gerald Charnoff, Esq.Shaw, Pittman, Potts, Trowbridge 5 Madden 1800 M Street, N.W.Washington, D.C.20036 Mr.William E.Barberich Licensing Engineer Pennsylvania Power II Light Company 2 North Ninth Street Allentown, Pennsylvania 18101 Mr.Robert J.Shovlin, Project Manager Susquehanna Pennsylvania Power 5 Light Company 2 North Ninth Street Allentown, Pennsylvania 18101 Hubert, Barnes, Esq.Pennsylvania Power 8 Light Company 901 Hamilton Street Allentown, Pennsylvania 18101 Edward M.Nagel, Esquire General Counsel and Secretary Pennsylvania Power 8 Light Company 2 North Ninth Street Allentown, Pennsylvania, 18101 APR 85 1978

Washington Public Power Supply System ATTN: Nr.Kneil 0.Strand Hanaging Oirector 3000 George Washington Way Richland Washington 99352 Joseph B.Knotts, Jr., Esq.Oebevoise 5 Liberman 700 Shoreham Building 806 Fifteenth Street, N.W.Washington, O.C.20005 Richard Q.Quigley, Esq.Washington Public Power Supply System P.0.Box 968 Richland, Washington 99352 APR Bg)~78

Niagra Mohawk Power Corporation ATTN: Mr.Jerald K.Rhode Vice President Engineering 300 Erie Boulavard West Syracuse New York 13202.Eugene BE Thomas, Jr.LeBoeuf, Lamb, Leiby 8 MacRae 1757 N Street, N, W.Washington, D, C.20036 Anthony Z.Roisman, Esq.Roisman, Kessler&Cashdan 1025 15th Street, N.W.Washington, D.C.20036 Mr.Richard Goldsmith Syracuse University College of Law E.I.White Hall Campus Syracuse, New York 13210 T.K.DeBoer, Director Technological Development Programs New York State Energy Office Swan Street Building Core 1-2nd Floor Empire State Plaza Albany, New York 12223~~R~~197s 0

Mark II-NRC Meeting'roposed Agenda APR 2g)978 Livermore-A ril 5 1978 I.Livermore Fluid Structure Interaction Program A.SRV Study B.Chugging Study II.Submerged Structure Drag Loads A.NRC Questions B.DFFR Loads for Lead Plants San Jose-A ril 6, 197S I.Monticello SRY-Mark II Fluid Structure Interaction Studies'I.Pool Temperature Limits NRC Review Status III.DFFR Lead Plant SRY Loads A.Philosophy B.Ramshead Model IV.4T FSI-Mark II Program to Devise Chugging Impulse Load V.PSTF.Impact Load A.BNL Study B.Plant Target Characteristics

Lawrence Livermore Lab 4-5-78 Meeting Attendance NRC K.S.Herring Abdel Hafiz T.M.Su Chris Grimes C.Andes son SSL C.N.Krishnawamy Nutech-MKI Owners N.W.Edwards LLL G.S.Holman S.C.Lu R.W.Martin W.E.Mason Frank J.Tokarz R.E.Koppe MIT Ain A.Sonin Peter Huber Bechtel Moe Michail Pa.Powers Li ht Com an Howard W.Holland BNL SRI Chee Tung C.Economus R.Scanlan C.Bienkowski George Maise George Abrahamsen EPRI John Carey EG5G H.T.Tang V.M.Healter R.J.Muzzy L.H.Srauenholz J.E.Rogers R.F.McClelland L.J.Sobon C.Y.Liaw

Attendance List NRC/Mark II Owners Group April 6, 1978 Holiday Inn-San Jose, CA APR g8)g)8 General Electric A.R.Smith H.T.Tang J.R.Martin L.H.Frauenholz R.J.Muzzy L.J.Sobon R.E~McClelland NRC C.Anderson I.A.Peltier T.M.Su C.I.Grimes A.Hafiz MIT P.W.Huber A.A.Sonin BNL C.Tung C.Economos George Maise R.H.Scanian R.Bienkowski CGE H.C.Brinkmann Pa.Power E Li ht Com an Howard W.Holland NSC R.E.Koppe Bechtel Jack Weyandt H.M.Schoenhoff D.M.O'onnor C.N.Krishna Swamy LLL E.W.McCauley G.S.Holman

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