ML20141N309
| ML20141N309 | |
| Person / Time | |
|---|---|
| Site: | Perry  |
| Issue date: | 02/25/1986 |
| From: | NRC OFFICE OF INSPECTION & ENFORCEMENT (IE REGION III) |
| To: | NRC OFFICE OF INSPECTION & ENFORCEMENT (IE REGION III) |
| Shared Package | |
| ML20141N307 | List: |
| References | |
| NUDOCS 8603060125 | |
| Download: ML20141N309 (44) | |
Text
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' ' Enclosure 2 UBIITE) STATES NUCLEAR REIULATURY COMMiss10N
[ nEason m 5 m noosevett nono stem sLLvn. ILunois eesar NOTICE OF SIGNIFICANT LICENSEE MEETING Name of Licensee: The Cleveland Electric Illuminating Company (CEI) r Name of Facility: Perry Unit 1 Docket No.: 50-440 ! Date and Time of Meeting: I2bruary 11, 1986, at 10:00 a.m. and 1:00 p.m. i Location of Meeting: TrLining Center Building Perry Site Perry, Ohio Purpose of first meeting: Meet with CEI management to discuss the licensee's review of the January 31, 1986
! earthquake. '
Purpose of second meeting: Meet with licensee's management to discuss
- the operational readiness to load fuel at j the Perry Unit 1 plant.
Region III Attendees: i J. G. Keppler, Regional Administrator C. J. Paperiello, Director, Division of Reactor Safety
- R. C. Knop, Chief, Projects Section 1 C, Division of Reactor Projects
! J. A. Grobe, Senior Resident Inspector, Perry l, Others as assigned - ! NRR Attendees: l J.M.Bernero, Director,DivisionofBWRLicensing,NRR vJ. Stefanoi 1.icensing Project Manager, NRR
- Others as assighed Licensee Attendeeh:'
' M. R. Edelman, Vice President, Nuclear Group Others as assigned ! NOTE: Attendance at this meeting by NRC personnel should be made known , i by COB February 7, 1986, by telephone call to R. C. Knop L l ., Region III (FTS 388-5547) , 1 Distribution: i
! J. M. Taylor, Diector Office of Inspection and Enforcement E. L. Jordan, Director, Division of Emergency Preparedness and Engineering 1
Response, IE
- J. G. Partlow, Director Division of Inspection Programs B. Kr Grimes Director Division of Quality Assurance, Vendor and Technical Training Center Programs R. Bernero, Director, Division of Boiling Water Reactor Licensing
- W. Brach, Executive Coordinator for Regional Operations, DEDROGR l J. Stefano, Licensing Project Manager, NRR B603060125 840225 PDR ADOCK 05000440 A PDR
9 - 3 THE CLEVELAND ELECTRIC ILLUMINATING COMPANY SEISMIC EVENT EVALUATION TECHNICAL PRESENTATION AGENDA FEBRUARY 11,1986 ' INTRODUCTION & OVERVI W M. R. EDELMAN PLANT STATUS AND RESPONSE R. A STRATMAN EARTHQUAKE ANALYSIS R. HOLT AND SEISMICITY WESTON GEOPHYSICAL PLANT SEISMIC DESIGN EVALUATION DR. C. CHEN GILBERT C0rtiONWEALTH , SUttiARY AND CONCLUS10llS M. R. EDELMAN i b y l 1
/ J l
I
, e PLANT STATUS PRIOR To SEISMIC Evggt 0 DNGDING IESTING, CALIBRATION, WORK ACTIVITIES .
O PREPARATION FOR DIVISION 11 DIESEL 6ENERATOR IESTING . O STARTUP SOURCES NOT YET MovEn 0 SYSTEMS ENERGlZED (IN OPERATION AND STANDBY MODE) 9
^ - * * *
- i SAFETY SYSTEMS NON-SAFETY SYSTEMS t,
1 i i am. O t i - 4 f l
4 SYSTEM PLANT STATUS < G33 REACTOR WATER CLEANUP ~ A & B PUMPS WITH FLOW TO THE MAIN COND. AI 55 GPM NO PILTER/DEMINERALIZERS IN SERVICE G41 FUEL POOL COOLING AND CLEANUP A PUMP RUNNING
, B FILTER /DEMINERALIZER TRAIN IN SERVICE l '
', M35 TURBINE BUILDING COOLING B FAN RUNNING
- AND VENTILATION M41 HEATER BAY VENTILATION B FAN RUNNING t
M45 CIRCWATER PUMP HOUSE A AND B FANS RUNNING VENTILATION
- N21 CONDENSATE A HOTwELL PUMP IN SHORTCYCUE CLEANUP ; B C CONDENSATE BOOSTER MP LUBE OIL APUMP n ,S .
] . I FILTERS B, C, E N23 CONDENSATE FILTRATION DEMINERALIZERS A, B. N24 CONDENSATE DEMINERALIZERS 1
. N32 TURBINE CONTROL (EHC) RECIRCULATION PUMP RUNNING N71 CIRCULATING WATER A & B PUMPS RUNNING l- B,C,D(OOPSINOPERATION
- COOLING 10WER IN BYPASS 1
PilCONDENSATEIRANSFER NORMAL PUMP RUNNING B PUMP IN STANDBY , ,Y . i P20 WATER IREATMENT ., A AND B COAGULATORS IN SERVICE l P21/22 TWO SED / mixed-BED B STREAM IN SERVICE
.DEMINERALIZERS '
B SULFITE PUMP RUNNING
! B AND C CLEARWELL PUMPS RUNNING h
P41 SERVICE WATER B AND C PUMPS RUNNING l r j i P43 NUCLEAR CLOSED COOLING B AND C PUMPS RUNNING
- A HEAT EXCHANGER IN SERVICE P44 TURBINE BUILDING CLOSED B AND C PUMPS RUNNING COOLING A HEAT EXCHANGER IN SERVICE l
l 4 i . l
5 SYSTEM PLANT STATUS PS2 INSTRUMENT AIR- UNIT 1 COMPRESSOR RUNNING P55 BUILDING HEATING A PUMP RUNNING P61 AUXILIARY STEAM - B BOILER C BOILER FEED PUMP P62 AUXILIARY BOILER FUEL OIL , B FUEL OIL PUMP P72 PLANT UNDERDRAIN PUMPS IN AUTOMATIC C11 CONTROL ROD drive A PUMP A FLOW CONTROL VALVE C41 STANDBY LIQUID CONTROL IANK HEATERS ENERGlZED i C71 REACTOR PROTECTION SYSTEM ENERGIZED I D17 PLANT RADIATION MONITORS ENERGIZED f E12 RESIDUAL HEAT REMOVAL KEEP FILL PUMP FOR LOOPS B $ C i E21 LOW PRES 0CRE CORE SPRAY KEEP FILL PUMP FOR LPCS AND RHR LOOP A E22 HIGN PRESSURE CORE SPRAY KEEP FILL PUMP FOR HPCS F42 FUEL TRANSFER EQUIPMENT ENERGIZED Mll CONTAINMENT VESSEL COOLING B, C, E, F FANS RUNNING f M13 DRYWELL COOLING 1A 2A, 3B FANS RUNNING BdOOLINGC0ll i M15 ANNULUS EXHAUST GAS IREATMENT A TRAIN RUNNING B IRAIN IN STANDBY M21 CONTROLLED ACCESS VENTILATION A TRAIN RUNNING
- B TRAIN STANDBY ,
4 .es M23/24 MCC SwlTcHGEAR & MISC. . A TRAIN RUNNING B TRAIN STANDBY
- r <. AREA VENTILATION / BATTERY ROOM
'1, 'I.( EXHAUST
~
\ME/26CONTBOLROOMVENTILATION/ A" RAIN RUNNING IN NORMAL MODE
' \ B TRAIN STANDBY 0.tMERGENCYHECIRCULATIONMODE A FAN RUNNING f127 COMPUTER ROOM VENTILATION .
3 b 0' .f .i. 4y . 1 h e *y
SYSTEM PLANT SYSTEM M32 ESW PUMPHOUSE VENTILATION A AND B FANS RUNNING' M40 FUEL HANDLING BUILDING B AND C EXHAUST FANS VENTILATION M43~ DIESEL GENERATOR BUILDING
- 2B FAN RUNNING VENTILATION P45 EMERGENCY SERVICE WATER ', A AND B PUMPS RUNNING WITH ALL
- LOADS VALVED IN IH7 CONTROL COMPLEX CHILLED A CHILLER RUNNING WITH NORMAL LOADS WATER .
A CIRCWATER PUMP RUNNING P49 EMERGENCY SERVICE WATER BOTH SCREENS OPERATING SCREEN WASH P54 FIRE PROTECTION RECIRC PUMP (CONSTRUCTION) RUNNING NO INTITIATION OF C07, HALON, OR SPRINKLER SUPPRESS 10R SYSTEMS a l D i
l INSPECTIONS AND FINDINGS FOLLOWING SEISMIC EVENT l i 0 OPERATOR SURVEY (NO STRUCTURAL DAMAGE) I O WALKDOWNS BY PLANT MAINTENANCE PERSONNEL (NO STRUCTURAL DAMAGE) l O SYSTEMATIC PLANT WALKDOWNS BY 65 ENGINEERS AND IECHNICIANS ! (NO STRUCTURAL /EOUIPMENT DAMAGE) IDENTIFY AND DOCUMENT ALL DISCREPAN.T_ CONDITIONS 480 OBSERVATIONS DOCUMENTED (MINOR ITEMS) REvrEW FOR RELATIONSHIP TO EARTHQUdKE REVIEW OF OBSERVATIONS BY CEI AND NRC - 0 ADDITIONAL INSPECTIONS / SURVEYS .
. SITE SURVEY ,
~
PLANT SETTLEMENT SURVEY
- COOLING IOWER WALKDOWN 0 SE!SMIC CLEARANCE INSPECTION 0 ENERGrzED ELECT!RCAL EQU!PMENT STUDY 0 ONGOING SURVE!LLANCE (SVI'S) 0 NEW PROCEDURE -
ASSURES CE!/NRC REVIEW OF ALL POTENTIAL EARTHQUAKE-RELATED ITEMS REVIEW ALL WORK REQUESTS FOR RELATIONSHIP TO EARTHQUAKE NO WORK ON EARTHQUAKE-RELATED OR INDETERMINATE CONDITIONS WITHOUT CE!/NRC REVIEW 1
t MAIN SHOCK January 31,1986 ll l 47 n origin time : 16 hr 46m 42.3 8 U.T. i latitude : 41.649* N i longitude : 81.105* W ! l
. focal depth : 10 Km :
based on : 64 stations (worldwide) i l M=49 b Mbig = 4.96 e j location : Geauga County Near intersection of l Highway 86 and 166 I est. distance
; to plant : 11 miles 17.7 km j based on : NElS solution l
l 1 EARTHQUAKE MAGNITUDE & INTENSITY 4.96 M sto - USGS (EQUlVALENT RICHTER SCALE) MODIFIED MERCALLI INTENSITY VI - PRELIMINARY - : ' i WESTON GEOPHYSICAL I I i o QUESTIONNAIRE 1 e REPORTED EFFECTS FEW DAMAGED CHIMNEYS ! CRACKS IN WALLS CRACKED / FALLEN PLASTER
; BROKEN WINDOWS -
WELL-WATER EFFECTS I - l i l I
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~
SAFE SHUTDOWN EARTHQUAKE MODIFIED MERCALLIINTENSITY = Vll i i i l - PEAK GROUND ACCELERATION -0.15 g i ,
- l l REGULATORY GUIDE 1.60 SPECTRA I SITE SPECIFIC SPECTRA I
! t ; e 5.3 Mata i .5 j e 5.5 M sta t .3 i
l f l i 4 i 1
~ ~~ ~~
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; RELATIVELY LOW SEISMICITY f,-
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- l HIGHEST MAGNITUDE - 4.96 M sta i
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i a CONCLUSIONS TECTONIC PROVINCE APPROACH STILL VALID e NO CAPABLE FAULT i e NO TECTONIC STRUCTURE !
! i 1
i SAFE SHUTDOWN EARTHQUAKE INTENSITY 3 e MODIFIED MERCALLI Vil vs. VI i SITE SPECIFIC e 5.5 i .3 vs. 4.96 e 5.3 i .5 vs. 4.96 1 EXCEEDANCE OF SAFE SHUDOWN EARTHQUAKE j e SHORT DURATION (< 0.5 sec.) ' l e HIGH FREQUENCY (20 Hz) i I e EXCEEDANCE ABOVE 84% EXPECTED i l i l - ,
i CHARACTERISTICS OF THE 1986 OHIO EARTHOUAKE l e HIGH FREQUENCIES l . e SHORT DURATION e LOW ENERGY 4
)
e LOW VELOCITY e SMALL DISPLACEMENT CHARACTERISTICS OF THE PERRY DESIGN BASIS EARTHQUAKE (SSE) i ! e BROAD BAND FREQUENCIES l .
! e LONG DURATION e HIGH VELOCITY e LARGE DISPLACEMENT e HIGH ENERGY i
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@ Instrument #D51-N111 l
@ Instrument #D51-R120
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@ Instrument #D51-R170
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- 1. #D51-N101 R/B Foundation Mat, El. 575', Az.175*
- 2. #D51-N111 R/B Containment Vessel, El. 686', Az.174*
- 3. #D51-R120 Reactor Recirc Purnp, El. 605', Az.145*
- 4. #D51-R140 A/B Foundation Mat, El. 568'
- 5. #D51-R160 R/B Foundation Mat, El. 574' Az. 225*
- 6. #D51-R170 R/B Platform, El. 630' Az. 238*
- 7. #D51-R180 A/B Foundation Mat, El. 568'
- 8. #D51-R190 A/B Foundation Mat, El. 568'
- Page 1 cf 2 -
~
. PERRY NUCLEAR P3WER PLANT UNIT ND.1 , .
SEISMIC MONITORING INSTRUMENTATION
~
TABLE IV I"' '" "' Type Manufacturer / Model Number Location References Reactor Building I u at on D51-N101 (1) Kinemetrics/SMA-3 g 7 10 Figures A and B j Azimuth 175* l j Reactor BuildirW D51-N111 (1) Kinemetrics/SMA 3 f,ontainme
, ,, 9 1 V'5I 6' 0 Figures A and C l 1 Azimuth 174*
! Reactor RecircutationPump D51-R120 (2) Engdahl/ PAR-400 I '" d "' d } Figures A and D Ele a on 5 ou at ) Azimuth 145' l i D51-R130 (2) Engdahl / PAR-400 OUT O F S E R VIC E l Auxiliary Building Fo D51-R140 (2) , i Engdahl/ PAR-400 gH 5 pR Figures A snd E i Elevation 568'-4" i
- 1. Trianial Time-History Accelerograph j 2. Triaxial Peak Accelerograph .
! 3. Triarial Response Spectrum Recorder. 1 i I
l Page 2 cf 2 l PERRY NUCLEAR PO'WER PLANT UNIT NO.1 - SEISMIC MONITORING INSTRUMENTATION l TABLE IV ~ Nu Type Manufacturer /Model Number Location References r i
- Reactor Building D51-R160 (3) Engdahl/ PSR-1200-H / V-12A Figures A and F ya i 7 10 j Azimuth 225*
i !' Reactor Building 630' Platform D51-R170 (3) Engdahl/PSR 1200-H/V I ' E at on O' 1 Figures A and G Azimuth 238' 3 Auxiliary Building D51-R180 (3) Engdahl / PSR-1200-H / V Funda e mp R ) Figures A and H Elevation 568'-4" 4 l Auxiliary Building D51-R190 (3) Engdahl/PSR-1200-H/V at Mat { p pp ) Figures A and j Elevation 568*-4" l i 4 4 I l { 1. Triaxial Time-History Accelerograph j 2. Trianial Peak Accelerograph j 3. Trianial Response Spectrum Recorder l d
. . . 1 ZPA COMPARISON l t
~
i e ZERO PERIOD ACCELERATION e RECORDED ZPA'S VARY FROM BELOW OBE VALUES TO 74% OF SSE VALUES e EXCEPT AT CONTAINMENTVESSEL ELEVATION 686' e BUT RELATIVE DISPLACEMENTS g ggy _ AND STRESSES HERE (AS WELL AS 0%L A'#* ALL OTHER LOCATIONS) ARE LOW UM' i REASON: e HIGH FREQUENCY AND LOW ENERGY OF THE 1986 EARTHQUAKE 4
l TABLE II Comparison of Design ZPh's V5 Recorded ZPA's
] (Expressed in'g values) i Auxiliary Building Reactor Building Reactor Building Reactor Building Reactor Building Foundation Mat Foundation Mat Recirculation Pump Platform Containment Vessel Elevation 568' Elevation 574'-10" Elevation 605' Elevation 630' Elevation 686' PAR 400(Engdahl) SMA-3 (Kinemetrics) PAR 400(Engdahl) Inside Drywell SMA-3 (Kinemetrics)
D51-R140 D51.N101 D51.R120 PSR 1200(Engdahl) D51-N111 D51-R170 .l i- Recorded .17 .18 .32 .09 .55 l NS SSE .17 .18 1.06 .48 .40 'l OBE .10 .10 .86 .40 .24 i Recorded .06 .10 .11 .16 18 I EW SSE .20 .18 1.06 .48
, .40 ! OBE .10 .10 .86 .40 .24 1
Recorded .03 .11 .05 Note 2 .30 VERT. SSE .20 .18 .47 .28 .24
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TABLE I , Comparison of Design Displacements' V5 Recorded Displacements . (Expressed in centimeters /one inch = 2.54 cm) i l l COLUMN 1 COLUMN 2 C O L U M N 2 minus C O L U M N 1 Reactor Building Reactor Building Relative Displacements i Foundation Mat Containment Vessel for the { Elevation 574*-10* Elevation 686* Containment Vessel j SMA-3 ( Kinemetrics) SMA-3 ( kinemetrics) ] D51-N101 D51-N111 J
- l. Recorded 0.09 0.17 0.08 NS SSE 0.044 0.28 0 24 l
OBE 0.023 0.17 0.15 i Recorded 0.16 0.21 0.05 1 i EW SSE 0.044 0.28 0.24 i OBE 0.023 0.17 0.15 l Recorded 0.05 0.07 0.02 i ! VERT. SSE 0.02 0.37 0.017 i j OBE 0.013 0.022 0.009 1 i
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M RESPONSE SPECTRA COMPARISON j
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e e PERRY DESIGN RESPONSE SPECTRA ARE FAR ABOVE THE RECORDED SPECTRA IN THE FREQUENCY REGION BELOW 14 Hz.
- CERTAIN RECORDED RESPONSE SPECTRA EXCEED DESIGN SPECTRA VALUES IN THE REGION AROUND 20 Hz.
e CORRESPONDING SMALL DISPLACEMENTS (EXAMPLE: 3/100 INCHES OR BELOW AT FOUNDATION MAT) e NO ENGINEERING SIGNIFICANCE 1 i e RECORDED VELOCITY SPECTRA SHOW
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VERIFICATION OF THE LACK OF ENGINEERING ~ ~ ~ ~ ~ ~ ' ~ ' ~ ' ~ SIGNIFICANCE OF THE 1986 OHIO EARTHQUAKE e PROOF TEST- PLANT STRUCTURES UNAFFECTED 4
-PLANT EQUIPMENT UNAFFECTED
- e OTHER INDUSTRIAL CRITERIA CONFIRM THE CONCLUSIONS j e PILE DRIVING OR BLASTING OPERATIONS -
USE 1 INCH /SEC. PARTICLE VELOCITY AS THE ) NON-DAMAGE THRESHOLD FOR NON-l ENGINEERED STRUCTURES 1 e THE RECORDED MAXIMUM ACCELERATION , ATTHE PERRY FOUNDATION MATIS ONLY , i 0.87 INCH /SEC. i e IEEE 344 PROHIBITS QUALIFICATION BY
-, SHOCK-TYPE TESTING (LOW ENERGY, HIGH
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4 % BUILT IN CONSERVATISMS OF PLANT DESIGN l e BROADENING AND ENVELOPING PROCESS OF FLOOR RESPONSE SPECTRA. I e EQUIPMENT QUAllFICATION BY GENERIC TESTS. i e STRAIN HARDENING NOT ACCOUNTED FOR AND . STATIC ALLOWABLES USED FOR DYNAMIC LOADS. 't e LOADING COMBINATIONS. e PRIMARY STRESSES VS. SECONDARY STRESSES. . I e DAMPING VALUES. . .
% e RESPONSES OF EL CENTRO STEAM PLANT.
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CONCLUSION THE 1986 OHIO EARTHQUAKE: e HIGH FREQUENCIES e SHORT DURATION e LOW ENERGY e LOW VELOCITY e SMALL DISPLACEMENT I
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Su m ARY AND CONCLUSIONS o PROOFTESTOFSEISMidDESIGN
- JANUARY 31; 1986 EARTHQUAKE -
INTENSITY VI,14.% RICHTER PLANT STRUCTURES AND SYSTEMS 1 UNAFFECTED BY EARTHQUAKE o NO CHANGE TO CONCLUSIONS ON GE0 LOGY AND SEISM 0 LOGY DESIGN EARTHQUAKE BOUNDS JANUARY 1986 EVENT (MAGNITUDE, ENERGY ETC.) INCLUSION OF RECENT EVENT WOULD NOT CHANGE DESIGN SPECTRUM o PLANT SEISMIC CAPABILITY ABLE TO ACCOMODATE JANUARY EARTHQUAKE
- SHORT DURATION, HIGH FREQUENCY, LOW ENERGY LOW VELOCITY, SMALL DISPLACEMENT l '
MEASURED RESPONSE EXCEEDANCES OF NO ENGINEERING SIGNIFICANCE o FOLLOW ON ACTIVITIES
- CONFIRMATORY PROGRAMS
- SUPPORT OF GENERIC, INDUSTRY STUDIES
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