ML17095A500
| ML17095A500 | |
| Person / Time | |
|---|---|
| Site: | Diablo Canyon |
| Issue date: | 10/08/1985 |
| From: | Schierling H Office of Nuclear Reactor Regulation |
| To: | Knighton G Office of Nuclear Reactor Regulation |
| References | |
| NUDOCS 8510180506 | |
| Download: ML17095A500 (48) | |
Text
Docket Nos.:
50-275 and 50-323 MEMORANDUM FOR'ROM:
SUBJECT:
George W. Knighton, Chief Licensing Branch No.
3 Division of Licensing Hans Schierling, Project Manager Licensing Branch No.
3 Division of Licensing DIABLO CANYON - SEISMIC REEVALUATION MEETING WITH PG&E AND NRC ADVISORY BOARD DATE & TIME:
LOCATION:
PURPOSE:
October 21, 1985 10:00 am - 5:00 pm Room P-118 Phillips Building 7920 Norfolk Avenue
- Bethesda, Maryland PG&E will discuss the soil-structure interaction (SSI) portion of its Long Term Seismic Program with the NRC Advisory Board on SSI.
PARTICIPANTS:
NRC S.
Brocoum G. Giese-Koch P. T.
Kuo L. Reiter R.
Rothman G. Knighton PG&E D. Brand L. Cluff W. White, et al.
NRC Advisor Board M. Reich (BNL)
A. S. Valetsos (Rice)
C. J. Costantino (CCNY)
G. Gazetas (RPI)
R. V. Whitman (MIT) cc:
See next page DL:LB¹3 D
3 HSchierl
/es hton 10/$ /85 10 85 85'f@0506;850OO27
, PDR A
pDR
'P Hans Schierling, Project Manager Licensing Branch No.
3 Division of Licensing
h I
I' h
ll"l' L
t I
P m ',
k V
Mr. J.
D. Shiffer Pacific Gas and Electric Company Diablo Canyon CC:
Philip A. Crane, Jr.,
Esq.
Pacific Gas 5 Electric Company Post Office Box 7442 San Francisco, California 94120 Mr. Malcolm H. Furbush Vice President - Gener al Counsel Pacific Gas 5 Electric Company Post Office Box 7442 San Francisco, California 94120 Janice E. Kerr, Esq.
California Public Utilities Comnission 350 McAllister Street San Francisco, California 94102 Mr. Frederi ck Ei s s 1er, Pres ident Scenic Shoreline Preservation Conference, Inc.
4623 More Mesa Drive Santa Barbara, California 93105 Ms. Elizabeth Apfelberg 1415 Cozadero San Luis Obispo, California 93401 Mr. Gordon A. Silver Ms. Sandra A. Silver 1760 Alisal Street San Luis Obispo, California 93401 Harry M. Willis, Esq.
Seymour 5 Willis 601 California Street, Suite 2100 San Francisco, California 94108 Mr. Richard Hubbard MHB Technical Associates Suite K
1725 Hamilton Avenue San Jose, California 95125 Mr. John Marrs, Managing Editor San Luis Obis o Count Tele ram Tribune 1
Jo nson venue P. 0.
Box 112 San Luis Obispo, California 93406 Resident Inspector/Diablo Canyon NPS c/o US Nuclear Regulatory Comnission P. 0.
Box 369 Avila Beach, California 93424 Ms.
Raye Fleming 1920 Mattie Road Shell Beach, California 93440 Joel
- Reynolds, Esq.
John R. Phillips, Esq.
Center for Law in the Public Interest 10951 West Pico Boulevard Third Floor Los Angeles, California 90064 Mr. Dick Blankenburg Editor 5 Co-Publisher South County Publishing Company P. 0.
Box 460 Arroyo Grande, California 93420 Bruce Norton, Esq.
Norton, Burke, Berry 8 French, P.C.
202 E. Osborn Road P. 0.
Box 10569 Phoenix, Arizona 85064 Mr. W. C. Gangloff Westinghouse Electric Corporation P. 0.
Box 355 Pittsburgh, Pennsylvania 15230 David F. Fleischaker, Esq.
P. 0.
Box 1178 Oklahoma City, Oklahoma 73101
t C
Pacific Gas 8 Electric Company Diablo Canyon CC:
Arthur C. Gehr, Esq.
Snell 5 Wilmer 3100 Valley Center Phoenix, Arizona 85073 Mr. Lee M. Gustafson, Director Federal Agency Relations Pacific Gas 5 Electric Company 1050 17th Street, N.W.
Suite 1180 Washington, DC 20036 Regional Administrator, Region V
U.S. Nuclear Regulatory Commission 1450 Maria -Lane Suite 210 Walnut Creek, California 94596 Michael J. Strumwasser, Esq.
Special Counsel to the Attorney General State of California 3580 Wilshire Boulevard, Suite 800 Los Angeles, California 90010 Mr. Tom Harris Sacramento Bee 21st and 0 Streets Sacramento, California 95814 Mr. H. Daniel Nix California Energy Commission 1516 9th Street, MS 18 Sacramento, California 95814 Lewis Shollenberger, Esq.
US Nuclear Regulatory Commission Region V
1450 Maria Lane Suite 210 Walnut Creek, California 94596 Mr. Thomas Devine Government Accountability Project Institute for Policy Studies 1901 gue Street, NW Washington, DC 20009
e A
1
Dr. S. T. Algermissen U.S. Geological Survey P. 0.
Box 25046 Mail Stop 966 Denver Federal Center Denver, Colorado 80225 Mr. Don Bernreuter Lawrence Livermore Laboratory P. 0.
Box 808 Livermore, California 94550 Mr. Donald A. Brand Vice President, Engineering Pacific Gas II Electric Company 77 Beale Street, Room 2645 San Francisco, California 94106 Dr. Robert D. Brown, Jr.
U.S. Geological Service Building 8, 8977
'45 Middlefield Road Menlo Park, California 94025 Hr. Loyd S. Cluff Pacific Gas 5 Electric Company 77 Beale Street, Room 1825 San Francisco, California 94106 Dr. C. J. Costantino 4 Rockingham Road Spring Valley, New York 10977 Dr. James Davis State Geologist California Division of Hines and Geology Room 1351 1416 Ninth Street Sacramento, California 95814 Dr. David Perkins U.S. Geological Survey P. 0.
Box 25046 Mail Stop 966 Denver Federal Center Denver, Colorado 80225 Dr. A. J. Philippacopoulos Building 129 Brookhaven National Laboratory
- Upton, New York 11973 Dr. Morris Reich Structural Analysis Division Building 129 Brookhaven Nationa'1 Laboratory
- Upton, New York 11973 Dr. David B. Slemmons 2995 Golden Valley Road
- Reno, Nevado 89506
r 4
MEETING NOTICE DISTRIBUTION:
Docket No(s): 50=275/323 NRC PDR Local PDR TIC
,NSIC PRC System LB3 Reading H. Denton/D.
Eisenhut H. Thompson/F.
Miraglia T. Novak J.
Youngblood W. Butler E. Adensam.
E. Butcher D. Crutchfield C. Grimes, G. Holahan C. Thomas G. Lainas S.
Varga D. Vassallo J. Miller J. Stolz
. F.
Rowsome W. Johnston J.
P. Knight, Acting Dir R. Bernero R. Bonsak, Acting, AD/CSE L. Rubenstein W. Houston D. Muller T. Speis F. Schroeder W. T. Russell, Acting Dir ACRS (16)
- Attorney, OELD J. Partlow B. Grimes E. L. Jordan F. Ingram, PA Receptionist (Only if mee Project Manageq J.
Lee NRC PARTICIPANTS S.
Brocoum B. Giese-Koch P.
T.
Kuo L. Reiter R.
Rothman DE DE DHFS ting is held in Bethesda) bcc:
Applicant 5 Service List
4 a
~
4
I ~y,g Rtg(
0 4y I>
~p W~
ClO
'+0
%0
++*++
Docket Hos.:
50-275 and 50-323 UNITED STATES NUCLEAR REGULATORY COMMISSION WASHINGTON, D. C. 20555 QCT 8
tSBS MEMORANDUM FOR:
FROM:
SUBJECT:
George W. Knighton, Chief Licensing Branch No.
3 Division of Licensing Hans Schier ling, Project Manager Licensing Branch No.
3 Division of Licensing DIABLO CANYON - SEISMIC REEVALUATION MEETING WITH PG&E AHD NRC ADVISORY BOARD DATE & TIME:
LOCATION:
PURPOSE:
October 21, 1985 10:00 am - 5:00 pm Room P-118 Phillips Building 7920 Norfolk Avenue
- Bethesda, Maryland PG&E will discuss the soil-structure interaction (SSI) portion of its Long Term Seismic Program with the NRC Advisory Board on SSI.
PARTICIPANTS:
HRC S.
Brocoum G. Giese-Koch P. T.
Kuo L. Reiter R.
Rothman G. Knighton PG&E D. Brand L. Cluff W. White, et al.
NRC Advisor Board M. Reich (BNL)
"A. S. Valetsos (Rice)
C. J. Costantino (CCNY)
G. Gazetas (RPI)
R. V. Whitman (MIT) cc:
See Hans Schierling, Proj ct Manager Licensing Branch No.
3 Division of Licensinq
-e 4P
~Ill l/ I ee II~
~ulrtl
~III~I
~tenet IINNII IIIIllllln Illnlere llu~ IHI
~All ee tel reenter Irerltelr IJIHAIL Illteruerut C3 nie Ir teal rnur ernr armlet Jer nn retire ~
- IIrAIIJI, I23 Arnnee ur luur nltrnnr ten, rrNII N AJIIIIIIIIlnll, lect Jee tele JAIAJI N Ntetlue Jlull lect III Je IIJII JI ~terat IIIII~Ilrt
~I H
eal I Itrnrrlet Iuunr ~ Iluellre u I I ANNI u ~AJAI
~lrull Inenlele
~In ~I ul~ltl~I I
I
'/! SI1/,,/,
,/lk e'
II I'>I I LDQtLl Jellne Il ~Illar fllllu tnulell IAN IIIAIAI N It tlllflru lurlelll ecru Jlr Itrllenl 5
een N uelee nunuer I
lru ~
~I IJAJ JIIJI.
~IJAII~I AIII INI b'tt nntutt tt ulnar nue nnlerl ne <<urln ree
~I IIAIIAnlIII nrtl tlrrt trlullell, lulrl I I II.
~n ~IIII ellen Z Ht
~uul. I~I~un tul n ~lln I
eeet I tnluernt uutnu
~IAIIAIJ r<yg
~Nt I IIIIIII
~ rlneetee
~ra ~ eee
~IIJIIIHJ
~ctree lectue rlnerlure
// I/I II/e
/II
//
p'lv.e I
~
I
~~~I~/,//I, p
/I I
IIII' I
re
~I~ I ~I~IJI ~ nenell re IIII
~tl r~
FSAR UPDATE UNITS I AND 2 OtABLO CANYON SITE PICURE 2,5-l6 CEOLOCIC SECtIONS TNROUCN EXCAVATIONS POR PLANT FACILITIES
SCALE 0100 200 Feet r
rrttrrCIA Cl i 4lr /
ll lj
/II
/
ltt Oet 1
't
. t.l' tlat (t,'l Ig')
~/
~t ~t ar.
rb Clr trtar rfrr 4'I
~lrr~ Ir rcIA rrtrlr Air
~
4Vt rr ~
w
~(4t Cl ttttttt ttttl at ~
~ Ia
~
litt~
3$
/voIIrlr Petter
~ t
- . rr~ err Ittrrttr4rttr z r~
Pcg,b o
r'>l tl & rr tt tttt
~
~
le Ptrttrlr rr
~; 'g SICOWy PACIFIC OCEAN Geology by R.H. Jahr FXP LANATION Qal Stream%id alluvium Qtb Talus and beach deposits Qsw Slump, creep, and slope-wash deposits Q/s
.Landslide deposits I
Qst Stream-terrace deposits Qf Alluvial-fandeposit's Qft Older fan.terrace deposits Qter Deposits on marine wave-cut terraces Qib Lakekottom (7) deposits Td Diabasicintrusive rock'm Nonterey Formation To Obispo tuff
..r re
~A
~xl
~el Contactinvolving surficial deposits Contact between bedrock units da-hec where aooroxllhatcly Fault, showing dip Strike and dip ofbeds Strike and dip of overturned beds Highlycontorted beds Axisofsyndine Boundary between different generations of Qtei Trend and rangein dip ofbeds folded or warpeo as on a small scale Surface trace ofresistant horizonin Tm
- SITE GEOLOGY MAP S,
~
t
'I 4J I
'I I r
't I
II!L
~,
O Iweeevt loess Ovt
~ I4 II
~4 o
Iee Jt4
~tt
~te
~Il VOII I COOIOIOtIOI SIIVCIVIO OilfietlOeteet Stlltl~
FuII HOOO!iny Build!O~
I~ I~I4$ Cel Slots
~
~
~
~
4 he@ "
OI w Ooa oc
~
~ t ~
oh o L o 1 I SC
~i C LovlLae levv Too OOI
~J el
~ r
~ ~t TIO el Wesov 'ovsoet Setto OOI w
Olr 4\\
4 44 4
ree.
~41
~ ~
~It
~te
~41 eet
~ee se ~
~t
~ 044oel Seiltl ~
~I Oevteo~
out A,i C
~4ell lelll~
evvseve ev tviev vvtelvt tl Ctvtlwtel Iatllolto L
1 OLTIII VSLS Veee Ieeleeel lilt Aeveve I IV \\eeiio el eseaeheea tool I Tr tilsvaaea el toooe oeovaeh veo S Wweee~
OCOLOCIC COOLS SCCTION 4 4'
tatllltt Cualvkllot
~OVCO tllOT CVT SLOtC OLLSLO LOOTS V SOT C SC-tu ecole 2
I Jl 1
l1
rr>>sar>>C>>f faa C0fata M It
~at St>>>>000
~
~ Ia
(
I Sita>>
I Stat aalOI
/ >>0>>t i Ct>>
t CC>>I00s 000 Mft
>>(Cia ts>>WSt taffS afatlv ~
'at; aKa0 Sfta>>
M>>taafaa IC5 >>S (Ct>>
/t/ QCOeeph I
l
>>aft>>
I a
S 1
I
~~> 4 100.
>>l
atssv+tta Ka+I la>>I
~fa a'
a KC'IC.
taftf tl atI %
+I~
.t00 )-
tta'f I
I I.
~
CL ftf 0 I
I 0tatt00 t00 CC Ioa ~
I Caa0t tfrts
r I >>/
~ 1
."r g r Oar r
(~gas ~c
0 0
4 ~
III<<otr)to))$
lO'Nt tl JIOONO) tst>>.
I
~IINIIII ee' I Il
)))JR>
Tl'I OII Oa)0i
~ Olttl
~'
~a'OIO>>
ht) IJ))
~t)
AC@
Is ~I
~I si
~.JWII I(
I
~Ittrrre)
IJ Il5 OII ~I I ~ OO I
'Nrg I
~ ~ INIJJ l)OO J)
I)%%4 IJNNNI
' llJ IIII)4 O ~
IO 1>> CO))II Jq V+~
IONNI I
I J NI >>
~;
tl
$ ~IN)l II<<a I.~ INIII i
IJIINI ~
1 Jts JI
)
ol~~4
~ )OI
~II jet)Ill)
I
'%. -L
'%el ~ I ~
~
~
No-l J let)lt Jt
~III I)O I
J
~ '
I)
J le
~
ie<<J)fl" ll
'S)
Jo)te
~I IO OJO P W
~Ie I~ I ie )I IUJNI Ht<<
NIIII ep I~
w ~ )
)OIII JRJ
~etltI I
1NN ION WHs sl
~IO 0 %I JJ m>>>>sso
'et+ I L
I 14I Il.
Og QN<<
<<Wi.
II~
gi=": II>r <<0 I
I JOJ <<<<JO IIN IN I
RiP4 OI IN W OIIIN ~Its IJIOS
)IIOI
'NI 1 OOI I))
KOOat It)N
~I>> Nr
~<<)
I J Its<<Net e~>> l
~I'I I
~)IN>>N)1 Ots.ONr<<I'.JIONII )
)ietes)
IANNII)
~IINII le ttO
~sirree
%)N<<ts ~
1st Ji
~JI
~ s
~
I'IIII~
IIIIIINt))e INIIN)I~tt<<l I r\\ I)IIJ.JNI OIJr el ON JooNro el JNI)oott~
'0 le JlJ)
QI (g)
~tO I
ri<<
'O'0
~NIIJI)N I
I I late ill 5JV)lS>>~
~ ~
II f
ig
~IN
~
~ N ll.
<<gi eIJ"-
~
oy p) 0" pi
I
AUXILIARY BUILOING 3-0 HOOEL 8 ENTIRE STRUCTURE WITHOUT FOUNOATION L4' V
r>
j ) LIRE) 4'Nr.
t Igl { (r. r i.Eider.'
~
it<,'r1r.t,"ict1irrs
> !UN Qri r,: X3 PLANE CASE NO.
~ g
EXCERPT FROM NRC SER SUPPLEMENT 27 SER SUPPLEMENT NOi 2? STATES'N PARTg THE FOLLOWING'N ITS JUNE 20'9@
LETTER p THE ACRS RECOMMENDED CONSIDERATION OF ITS CONSULTANT S ADVICE s
s e
THREE DIMENSIONAL SOIL STRUCTURE INTERACTION SHOULD BE EMPLOYED TO PROVIDE ESTIMATES OF STRUCTURAL RESPONSE
l
PACIFIC GAS AND ELECTRIC CONPANY DIABLO'CANYON LONG TERN SEISNIC PROGRAM EVALUATION OF FOUNDATION-STRUCTUPE INTERACTION EFFECTS FREE-FIELD GROUND t'10TION FOUNDATION-STRUCTURE INTERACTION STRUCTURE BASE NOTION
l
~
1
OUTLINE OF ANALYTICALAPPROACH 0
THREE-DIMENSIONAL (3-2)
FOUNDATION-STRUCTURE INTERACTION ANALYSIS METHODS HILL BE EMPLOYED<<
0 ALL COMPONENTS OF NEAR-FIELD STRONG GROUND NOTION PIILL BE INCLUDED IN THE ANALYSIS SIMULTANEOUSLY<<
0 ANALYSES HILL CONSIDER SEISMIC HAVE INCIDENCE CHARACTERISTICS INCLUDING INCLINED BODY HAVES AND SURFACE WAVES<<
0 AVAILABLE RECORDED ARTHQUAKE DATA AT THE DIABLO CANYON PLANT SITE MILL BE USED TO THE EXTENT POSSIBLE TO PROVIDE INSIST INTD THE STUDY OF THE LOl< AMPLITUDE DYNAMIC CHARACTERISTICS OF THE FOUNDATION-STRUCTURE DYNAMIC l%DEL<<
g,
~\\
Free-field rection Foundation input motkn
1 I
A E
I
~
I
~
I
~
>I
PROt'OSED PLAN ITEl'i 1'REVIEW OF THE EXISTING DATA ON SITE FOUNDATION MATERIAL CONFIGURATION AND PROPERTI ES i ITE[I 2l REVIEW OF THE GROUND MOTION STUDY RESULTS AND DEVELOPMENT OF FREE-FIELD INPUT MOTIONS FOR SSI ANALYSES i ITE"1 3:
DEVELOPMENT OF 3-B FOUNDATION-STRUCTURE INTERACTION ANALYTICALMODELS>
ITEN 0:
FOUNDATION-STRUCTURE INTERACTION ANALYSES AND PARAMETRIC STUDI ES e
ITEYi 5:
COMPARISON OF ANALYTICALRESULTS WITH RECORDED EARTHQUAKE ACCELEROGROMS e
~
~
ITEN l:
REVIEW OF THE EXISTING DATA ON SITE FOUNDATION MATERIAL CONFIGURATION AND PROPERTI ES A.
GROUND SURFACE TOPOGRAPHY Bi GEOPHYSICAL DATA SUCH AS FIELD MEASURED SHEAR AND COMPRESSION WAVE VELOCITIES AND ASSOCIATED STRAINS'.
GEOTECHNICAL DATA SUCH AS DYNAMIC FOUNDATION MATERIAL SHEAR MODULIp POISSON S RATIOS'ENSITIES AND DAM~INGg AND THE VARIATION OF THESE PROPERTIES WITH STRAINS AND THEIR NKERTAI NT I ES e
~,
<f,
ITB1 2:
REVIEW OF THE GROUND MOTION STUDY RESUTLS AND DEVELOPMENT OF FREE-FIELD INPUT MOTIONS FOR SS I ANALYSI S s
A s S I TE SPECI fI C FREE F I ELD GROUND RESPONSE SPECTRA AND THE LOCATION OF THE MOTION DEFINITIONs B>>
ENSEMBLE OF REAL AND/OR SYNTHETIC GROUND MOTION TIME HISTORIES ASSOCIATED WITH THE SITE-SPECIFIC SPECTRA<
C.
FREE-FIELD SEISMIC WAVE INCIDENCE CHARACTERISTICS AND THEIR RELATIONSHIP WITH SEISMIC SOURCE LOCATIONS'
P
ITE/1 3:
DEVELOPMENT OF 3-9 FOUNDATION-STRUCTURE INTERACTION ANALYTICALMODELS A
REVIEW THE EXISTING POWER BLOCK STRUCTURAL MODELS AND SELECT/DEVELOP APPROPRIATE 3-0 STRUCTURAL DYNAMIC MODELS TO BE USED FOR SSI ANALYSES Bi DEVELOP 5-0 FOUNDATION MODEL USING BOTH THE FINITE ELEMENT APPROACH (EiGig SASSI COM>UTER CODE)
AND THE HALF-SPACE'APPROACH (E
Gsp CLASSI COMPUTER CODE)o
~ \\
U 0
A Ci
'e
ITEI i f:
FOUNDATION-STRUCTURE INTERACTION ANALYSES AND PARAMETRIC STUDIES A
BENCHMARK SOLUTIONS WILL BE PERFORMED USINt BOTH THE FINITE ELEMENT APPROACH AND THE HALF-SPACE APPROACH>
Bs SSI ANALYSES WILL BE PERFORMED CONSIDERING ALL COMPONSENTS OF FREE FIELD MOTION SIMULTANEOUSLYs Ci PARAMETRIC STUDIES WILL BE PERFORMED CONSIDERING VARIATIONS OF INPUT MOTION PARAMETERS'ARIATION OF FOUNDATION AND STRUCTURE PROPERTIES e
ITEMS) 5:
COl<PAR I SON OF ANALYTICALRESULTS WITH RECORDED EARTHQUAKE DATA PERFORN DATA ANALYSES OF AVAILABLE RECORDED EARTHQUAKE ACCELEROGRAMS AT THE SITE AND IN THE PLANT STRUCTURES TO EVAULATE THEIR USEFULLNESSa
r~~ '"i< p
~
~ ~,f MEETING
SUMMARY
DISTRIBUTION
'ocket:No(-s-):
50=275/323'RC PDR Local PDR NSIC PRC System LB3 Reading
- Attorney, OELD GMKnighton Project Manager H Schierling JLee.-
D. Eisenhut ACRS C.
Ong J. McKinley G. Lear S. Israel NRC PARTICIPANTS B. Buckley G.
H. Knighton S.
Brocoum R.
Rothman L. Reiter.
P.,T.
Kuo J.
P. Knight bcc:
Applicant
& Service List
jW il