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{{#Wiki_filter:APPENDIX ARESUMES AND QUALIFICATIONS A-1 ffiGonsultingAH ABg SHOUP CO]ilfiAHY P(r13.A-2 fESGontultlng tt{ tsli uld}tfp dftt F#{rDANIEL A.*rcntgscb_fr -1997,A-3 lESConnulting
,fl tUt Lrl't-:Ulr
!tlUP.*i.'
DANIET A, REryprq6ct$.
, L, P., Setior Cousttltnvt,Idnlrc EnIIs, ID il99l-1993t prortrt-ha E nlls, ID (I987-I99I tRocL'rtell lrrtenrnfiolral.
SeuforErrgrrreer.
rlrraleilrr,
{I9S5-19SII A-4 fESGonsuHlng f,it trgs riFrr{JP cr*ttfifff DANIELA.
ffiGsnsulting AN AIST TJHUUTJ ['{JhiFAruYFARZIN R. BEIGI" P.E, PROFE55IONAL HISTORYPROFESSIONAL PERIETfCE1'+ 1001I'lanager. 1Q83-149$
A-6 ffionsulting R. BEIGI F.E rssues-A-7 nEtGonsultlng lf{ n8$ Bttt,F tc},TilHTR.. BENGX, P"E" milizatio[r_
oA-8 nFf,Gonrultitq
^fr AE& Ul[rJF lcft*Hl{l"R- EEIGI, P.E.Gol fuclus facilities in Tokvo,Iapm.Francisco Fire Departmerrt, Francisco.EDUC ONREGISTRATION AFFILT IOI\$SSELECTED BLICATIOI$S A-9 m-#onsultingR" BEnCt P.E.HA-10 Years E stCIe3Idrlc8"S., Ctuil E d?fil3 {PE?{f 53}Erglneer(AscEl- frr Eaffiquakr ild- Societf d Hisfanie- Earflqnake Br rtfthGlitLF {EEfit}{AHC}- 2il1$ fte{Tirnt sf fietuiery- Tmr teta PiSociEfytistttf CuftUpu{er $ftiHsSTMD fu, SAS$I, PN C, Af{$YE,Eddie M. Guerra, P.E. ffiProject EngineerSkifl Areas:Seisnnic Engineering Seisrnic PRADuctile Steel Desrgn$oil - Strnch.l re Intera ct lsnRernforced Con crete DesignWind Aerodynamics Seisnric Walkcburns Fragilrty AnalysisFinite E lernent Anaf 'yrisA nced $tructural AnaSWisPruject Managernent
$ftructural
$teel Des@nlrnpact Englneering Huc{ear Safety $ys sMr Eddie M. Guerra, P.E. is a Project Engineer Paul C. Rizzohas deftned his G?reet interest in $trucfural
: ilrnics, Earthquake cturaf Mechanics.
June 2013 - PresentSeismic Fragility Analysis of Electrical and llilechanical Equipment for SPRA and 2.1 HTTF Fulrushirna ResolutioJl
-First Energy Nuclear CIp*ratiffiS
#*mprrry, Various $ites:Mr" Guera senres as lhe Proiect Engineer tor the calculation of Seisrnic Fnagilitns br mechanical and electical equipmwr,t ln su rt af tteSeisrnic PRA for the Davis{esse, Perry and Beayer Va}ley Nuchar errnechanical and efectrical eguiprnent as defined in the EPRI 21 C s,distributions systerns. Panameters nffiessary fsr tlrc dcve ent ofEPRI 103959, EPRI 6041. EPRI 1{}029&8 and the EPRI Update 1[t19200.
Results the Seisrnh PRA urill cornply with the ASME AHS RA-$a-200$ ndard and the NTTF 2.1 Recomrnendation April 2gl3 - May 2013Seismic Fragility Analysis of Reinforced Concrete Shear Walls for SPRA and 2.1 HTTF Fulrushima Resolution
- FfrstEnergy Nuclear OpErrti;rg fisffipfrny, Vfrr**us
$it**:Mr" Guena is the Project Engineer engagrcd in p rming seisrnlr calculations in order to euafuate the shear walls sersmic catr?
and thelrA-11 PuHications SelF W- JL*y 2007.Langua$e$
EryHr,Eddie filt" GuerFr,March 2913
- April 20I3 Fultushima Resolution
- First En*rgy Huc$aar Sperating
: Cornpany, Perry HPF, Ferry, SH:rt.January 2013 - February 2gl3Seismic Wallrdowns of Eeaver Valley tlPP for SPRA and 2.1l,l F Fulrushima Resolutiolt
- FirEt Energy Huc$earOperating Con'lpany, Eeav*r Valfey f{PF, SihipFingFart.
P&:November 2012 - December 1012Seismic Wallrdowns of travis*esse ldFF for SPRA and 2.fN F Fulrushima Resolutiott
- First En*rgy Hu***arOperating Cornpfrny, Bavis*Efi*sse f-{FP" Oalt
: Harhotr, SH:A-T2 Eddie tlJI. GuenFr, P"E. ffi$eptember 2012
- October 2fi12Selsmic Wallrdowns of Beaver Valley HPP for 2.3 H FFulrushima Resolution
- First Energy F{ucfiear Speratimgtompany. Beaver Valley HPF, $hipFinspnrt-FA:AAugust 201 2 - September 2012Seismic LUallrdowns sf Ferry HPF fsr 2.3 HTTF Fultushima Resolution
- First Energy
!*uc*ear Sp*rating
: OompaftY, Ferryf{PP. Perry, OH:
AJuly 201 2
- August 2412Seismic Wallttfowns sf Davis-8esse HPF for 2"3 il FFuhushima Resolution
- First Entrgy Huclear Sperating AApril 2012
- July 20f 2Soil-Structure Interaction Analysis for the Auxillury Buildingin Davis-Besse HPP
- First EnerUY Huclear CIperatf;mgSolnpany, Davis-Besse HPP- Oalt Har tr, SH:A-13 Eddie llfi. Guerri, P.E. ffiArgilhry BuiltlirU.
tfarch 201 2 - April 2Ol2Sticlr Model and FEIUI Validaffon St y - EFRlJ First Energyiluclear Operating Compfiilvn Savis*Be,Ese HPF, Oalr **a r,OH:s ls-January 2012 - Harch 80tzDuane Amold HPP - Seismlc & Wind Qual],fication ofLouvered Panel tlodules
- Duane Arnold - frBdar Ra,plds,lowa:v.ilovember
- December 20IIilachlnery
- Shenyang Tur tilachfrmery, ShenyaftS, P. R. fiffihina:cfure-A-14 Eddieiltrt.
GuerFr, P.E, ffiO ber 20I l - Hovemb,er 201t Aircraft lmpact Assessment of Reinforced Goncrete Walls fiorthe Koeberg hlFP - ESKOI$f, f,ape Town, $outh Afrisa:September 201 1 - October 201, ISelsmic Fragility Analysis sf fttechanisal and StrucfiralComponents for the Koeberg HPP $elsmlc illargin Assessment- ESKOiil, Cape Tolr*rt, Snutfi Afriea:September 201 I - October 201tSeismic Wallrdowns for the Koeberg HPF Seisnric l$argin Assessment
- ESKOilt, Cape Towfi* South Afrlca:
O ber 2010
- September 201t$anta lsabel Wind Turbine r Analysis and DesignRevision
- $iemens. Santa lsabel, Fue Ricn:nds.A-15 Eddie ttil, Guer's, P"E, ffiJune 2010 - September ZAfiQualificatiorr
- Generat Electric, Chllra, F*ru:June 2010 - August 201 1Rivers Consulting.
Province sf rf#endoua, Argenffna:
,fifay 201 I - June 2O1t$y tn - curtiss-wnght.
clresrr*cr, P*r*nsyluamia:
O, ber 20I0 - f,lay 20I IAFl000 l{vAc Duct sy m seismic euallficaffpn
-ssm/westinghouse Electric Csffipi*ny
- FittEbtlf$ilt, Fennsylvania:
due b nonndA-16 ffiGsnsulting AN .4I.I"5 H HTJUF' L.fl h*PAHYPROFESSIONAL HISTOlE 5G Co rrsrr I lirrs frrc. . Contractor, Presenth-Dec 100+,coo+rleted flre trro dar- rfirrse.
Febru 2fi!2 - luly I0l2olt.Rivrr. Florida;A-T7 frB$Gonsultlng til{ Ag6 EFXl{tf!
flfiX;ilrfr' Ftb 20lO- Merchlll0 Floride:Prafous crroetA-18 nEtGonsultittg ftr figF Elil:uF 6513tHt'EDUC ONCOM R SKILLS R.EGIS ONsMEhTBERSHTPS A-19 st 2(xr4- Jaouary^
tz]trT:OHacingtln reactor head.Ha r.0Hscheduling I toJenuaryt{xtr.
A-20 r$s:i : r99{rftftrrgFJr
* lss:tt$Hfi
* rsJrItltl4 - Iuhlmgn, ll"r$lhr - Igfi"lHil Manalprp up to r-tt nrillion dnllltrs.
A-2r t9i5 - ru,rul'urdue Universin' lt *nt l.a lNCinsinnftti.
fiHfes.qional t ngineer.
State of Ohiu, lqttsrgg#isnA-22 Resunre ofIloham d F". Alvi. II.II.SU*TIT,IARY:Completed the Boiling Watrr Rcstor
{IIWR) Plant Certificalion Currse for Nire Mile tuinlUnil-lNucl StalionMan rskillsr Pruficisnl in comFil*r skiilsEX RtrENCE:
JtJurn 201I
-ffinth{ h2ffi8-h{ay I0l3 Iirni*r Cons*lting Engirrcr5fl.5"{{t} trtter Seismic 3-I and 2.3 as well as techni nleta'h!tr of the SP prajeclEntrrg!'
ISuchilr Opemt itns
.In s A. [ifrpatrick
]tucltsr Por+tr PEnnilr*'tf,{r. Nrw YorliSwpervisnr. [f lechanicn U('lvil lhsign l-ngtneerimg included issuing plilnt moditications.
et'aluatinns.
enginffirfng SEs.Nuclear Regulatory Commission
{NRCI Resi&nt questiuns"
$u dtechnical/admi ni strstiue ski I ls. etc-hrhlit Siettiae Ehctricitr'
& Gas t FSEGT NucltsrFebruA-23 ftlgs8 -Yortsrtr etc-is$A-24 lqfi3 - r98sperlormrd walkdown-r ftrr dcfining s.Unil-l "l*tlil*:
I was alsr lhr Nirn fr{iH Paint Nuckmr Station l-*ild fur tlp C
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Revision as of 23:28, 3 July 2018

Beaver Valley Power Station, Unit 2, Near-Term Task Force Recommendation 2.3, Seismic Walkdown Report Revision 1, Appendix a, Resumes and Qualifications, Part 2 of 5
ML13284A026
Person / Time
Site: Beaver Valley
Issue date: 09/04/2013
From:
FirstEnergy Nuclear Operating Co
To:
Office of Nuclear Reactor Regulation
References
L-13-312
Download: ML13284A026 (40)
v • d • e


Text

{{#Wiki_filter:APPENDIX ARESUMES AND QUALIFICATIONS A-1 ffiGonsultingAH ABg SHOUP CO]ilfiAHY P(r13.A-2 fESGontultlng tt{ tsli uld}tfp dftt F#{rDANIEL A.*rcntgscb_fr -1997,A-3 lESConnulting ,fl tUt Lrl't-:Ulr !tlUP.*i.' DANIET A, REryprq6ct$. , L, P., Setior Cousttltnvt,Idnlrc EnIIs, ID il99l-1993t prortrt-ha E nlls, ID (I987-I99I tRocL'rtell lrrtenrnfiolral. SeuforErrgrrreer. rlrraleilrr, {I9S5-19SII A-4 fESGonsuHlng f,it trgs riFrr{JP cr*ttfifff DANIELA. ffiGsnsulting AN AIST TJHUUTJ ['{JhiFAruYFARZIN R. BEIGI" P.E, PROFE55IONAL HISTORYPROFESSIONAL PERIETfCE1'+ 1001I'lanager. 1Q83-149$ A-6 ffionsulting R. BEIGI F.E rssues-A-7 nEtGonsultlng lf{ n8$ Bttt,F tc},TilHTR.. BENGX, P"E" milizatio[r_ oA-8 nFf,Gonrultitq ^fr AE& Ul[rJF lcft*Hl{l"R- EEIGI, P.E.Gol fuclus facilities in Tokvo,Iapm.Francisco Fire Departmerrt, Francisco.EDUC ONREGISTRATION AFFILT IOI\$SSELECTED BLICATIOI$S A-9 m-#onsultingR" BEnCt P.E.HA-10 Years E stCIe3Idrlc8"S., Ctuil E d?fil3 {PE?{f 53}Erglneer(AscEl- frr Eaffiquakr ild- Societf d Hisfanie- Earflqnake Br rtfthGlitLF {EEfit}{AHC}- 2il1$ fte{Tirnt sf fietuiery- Tmr teta PiSociEfytistttf CuftUpu{er $ftiHsSTMD fu, SAS$I, PN C, Af{$YE,Eddie M. Guerra, P.E. ffiProject EngineerSkifl Areas:Seisnnic Engineering Seisrnic PRADuctile Steel Desrgn$oil - Strnch.l re Intera ct lsnRernforced Con crete DesignWind Aerodynamics Seisnric Walkcburns Fragilrty AnalysisFinite E lernent Anaf 'yrisA nced $tructural AnaSWisPruject Managernent $ftructural $teel Des@nlrnpact Englneering Huc{ear Safety $ys sMr Eddie M. Guerra, P.E. is a Project Engineer Paul C. Rizzohas deftned his G?reet interest in $trucfural

ilrnics, Earthquake cturaf Mechanics.

June 2013 - PresentSeismic Fragility Analysis of Electrical and llilechanical Equipment for SPRA and 2.1 HTTF Fulrushirna ResolutioJl -First Energy Nuclear CIp*ratiffiS

    • mprrry, Various $ites:Mr" Guera senres as lhe Proiect Engineer tor the calculation of Seisrnic Fnagilitns br mechanical and electical equipmwr,t ln su rt af tteSeisrnic PRA for the Davis{esse, Perry and Beayer Va}ley Nuchar errnechanical and efectrical eguiprnent as defined in the EPRI 21 C s,distributions systerns. Panameters nffiessary fsr tlrc dcve ent ofEPRI 103959, EPRI 6041. EPRI 1{}029&8 and the EPRI Update 1[t19200.

Results the Seisrnh PRA urill cornply with the ASME AHS RA-$a-200$ ndard and the NTTF 2.1 Recomrnendation April 2gl3 - May 2013Seismic Fragility Analysis of Reinforced Concrete Shear Walls for SPRA and 2.1 HTTF Fulrushima Resolution - FfrstEnergy Nuclear OpErrti;rg fisffipfrny, Vfrr**us $it**:Mr" Guena is the Project Engineer engagrcd in p rming seisrnlr calculations in order to euafuate the shear walls sersmic catr? and thelrA-11 PuHications SelF W- JL*y 2007.Langua$e$ EryHr,Eddie filt" GuerFr,March 2913 - April 20I3 Fultushima Resolution - First En*rgy Huc$aar Sperating

Cornpany, Perry HPF, Ferry, SH:rt.January 2013 - February 2gl3Seismic Wallrdowns of Eeaver Valley tlPP for SPRA and 2.1l,l F Fulrushima Resolutiolt

- FirEt Energy Huc$earOperating Con'lpany, Eeav*r Valfey f{PF, SihipFingFart. P&:November 2012 - December 1012Seismic Wallrdowns of travis*esse ldFF for SPRA and 2.fN F Fulrushima Resolutiott - First En*rgy Hu***arOperating Cornpfrny, Bavis*Efi*sse f-{FP" Oalt

Harhotr, SH:A-T2 Eddie tlJI. GuenFr, P"E. ffi$eptember 2012

- October 2fi12Selsmic Wallrdowns of Beaver Valley HPP for 2.3 H FFulrushima Resolution - First Energy F{ucfiear Speratimgtompany. Beaver Valley HPF, $hipFinspnrt-FA:AAugust 201 2 - September 2012Seismic LUallrdowns sf Ferry HPF fsr 2.3 HTTF Fultushima Resolution - First Energy !*uc*ear Sp*rating

OompaftY, Ferryf{PP. Perry, OH:

AJuly 201 2 - August 2412Seismic Wallttfowns sf Davis-8esse HPF for 2"3 il FFuhushima Resolution - First Entrgy Huclear Sperating AApril 2012 - July 20f 2Soil-Structure Interaction Analysis for the Auxillury Buildingin Davis-Besse HPP - First EnerUY Huclear CIperatf;mgSolnpany, Davis-Besse HPP- Oalt Har tr, SH:A-13 Eddie llfi. Guerri, P.E. ffiArgilhry BuiltlirU. tfarch 201 2 - April 2Ol2Sticlr Model and FEIUI Validaffon St y - EFRlJ First Energyiluclear Operating Compfiilvn Savis*Be,Ese HPF, Oalr **a r,OH:s ls-January 2012 - Harch 80tzDuane Amold HPP - Seismlc & Wind Qual],fication ofLouvered Panel tlodules - Duane Arnold - frBdar Ra,plds,lowa:v.ilovember - December 20IIilachlnery - Shenyang Tur tilachfrmery, ShenyaftS, P. R. fiffihina:cfure-A-14 Eddieiltrt. GuerFr, P.E, ffiO ber 20I l - Hovemb,er 201t Aircraft lmpact Assessment of Reinforced Goncrete Walls fiorthe Koeberg hlFP - ESKOI$f, f,ape Town, $outh Afrisa:September 201 1 - October 201, ISelsmic Fragility Analysis sf fttechanisal and StrucfiralComponents for the Koeberg HPP $elsmlc illargin Assessment- ESKOiil, Cape Tolr*rt, Snutfi Afriea:September 201 I - October 201tSeismic Wallrdowns for the Koeberg HPF Seisnric l$argin Assessment - ESKOilt, Cape Towfi* South Afrlca: O ber 2010 - September 201t$anta lsabel Wind Turbine r Analysis and DesignRevision - $iemens. Santa lsabel, Fue Ricn:nds.A-15 Eddie ttil, Guer's, P"E, ffiJune 2010 - September ZAfiQualificatiorr - Generat Electric, Chllra, F*ru:June 2010 - August 201 1Rivers Consulting. Province sf rf#endoua, Argenffna: ,fifay 201 I - June 2O1t$y tn - curtiss-wnght. clresrr*cr, P*r*nsyluamia: O, ber 20I0 - f,lay 20I IAFl000 l{vAc Duct sy m seismic euallficaffpn -ssm/westinghouse Electric Csffipi*ny - FittEbtlf$ilt, Fennsylvania: due b nonndA-16 ffiGsnsulting AN .4I.I"5 H HTJUF' L.fl h*PAHYPROFESSIONAL HISTOlE 5G Co rrsrr I lirrs frrc. . Contractor, Presenth-Dec 100+,coo+rleted flre trro dar- rfirrse. Febru 2fi!2 - luly I0l2olt.Rivrr. Florida;A-T7 frB$Gonsultlng til{ Ag6 EFXl{tf! flfiX;ilrfr' Ftb 20lO- Merchlll0 Floride:Prafous crroetA-18 nEtGonsultittg ftr figF Elil:uF 6513tHt'EDUC ONCOM R SKILLS R.EGIS ONsMEhTBERSHTPS A-19 st 2(xr4- Jaouary^ tz]trT:OHacingtln reactor head.Ha r.0Hscheduling I toJenuaryt{xtr. A-20 r$s:i : r99{rftftrrgFJr

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