ML20092A667

App B Suppl to Generic Licensing Topical Rept EDR-1, Summary of Plant Specific Crane Data Supplied by Ederer Inc for NSP Co Praire Island Nuclear Generating Plant Units 1 & 2 Auxiliary Bldg Crane

ML20092A667
Person / Time
Site:	Prairie Island
Issue date:	01/14/1992
From:	EDERER, INC.
To:
Shared Package
ML20092A626	List: ML20092A623 ML20092A667 ML20092A679
References
NUDOCS 9202100222
Download: ML20092A667 (27)

Text

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APPEliDIX B SUPPLEME11T TO GE!1ERIC LICEllSI!1G TOPICAL RFPORT EE *1-1

SUMMARY

OT PLA!!T SPECITIC CRAllE DATA i

SUPPLIED BY EDERER IliCORPORATED POR

!!ORTilER11 STATES POWER COMPA!1Y PRAIRIE ISLAllD liUCLEAR GEllERATI!1G PLAll?

U111TS I & II AUXILIARY BUILDIliG CRA11E i

P.O.

11 0. PC 9473SQ EDERER S.O. 11 0. F-2300 REVISIOff A - 1/14/92 f

D@8CM PREPARED: (.

s PliOJECT E!)oD4EER' EDERER liCORPORATED CHECKED:

V V i i EDERER IliCORPORATED REVIEWED:

N'E Z "' ~ ~ -

QUALITY ASSURANCE MGR.

EDERE INC PORATED APPROVED:

$4 CHIEfEI1bINEER EDERER INCORPORATED 9202100222 920203 PDR ADOCK 050002G2 P

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r REVISION A 1/14/92 EDR-1 APPE!1 DIX B SUPPLEM'.11T

SUMMARY

OF PLANT SPECIFIC CRANE DAT/ F JPPLIED BY EDERER FOR PRAIRIE ISLAND NUCLEAR CENLRATING PLANT

{

TABLE OF CONTE'lTS AND REVIS10!! STATUS DESCRIPTION PAGE NO.

REVISION TITLE PAGE i

A - 1/14/92 TABLE OF CONTENTS AND REVISION STATUS 11 A - 1/14/92 111 A - 1/14 /92 i

TOPICAL REPORT SECTION III.C(C.1.a) 1 A -1/14/92 III.C(C.1.b) 1 III. C(C. 2.b) & III.E. 4 1

III.C(C.3.e) 2 0 - 11/8/91 REG. GUIDE 1.104 (C.3.f) 2 III.C(C.3.h) &-III.E.11 2

III.C(C.3.1) 1

. 0 - 11/8/91 I

III.C(C.3.j)-

4 0 - 11/8/91 III.C(C.3.k) 5 0 - 11/8/91 REG. GUIDE-1.104 (C.3.o) 5 REG. GUIDE 1.104 (C.3.p) 5 REG. GUIDE 1.104 (C.3.q) 6 0 - 11/8/91 f

III.D.1 6

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REVISIO!1 A - 1/14/92 EDR-1 APPE!1 DIX B SUPPLEME!iT

SUMMARY

OF PLAllT SPECIFIC CRAliE DATA SUPPLIED BY EDERER FOR PRAIRIE ISLAliD 110 CLEAR GE!1ERATI!1G PLA!1T TABLE OF CO!1TEliTS A!JD REVISIO!1 STATUS TOPICAL REPORT SECTIO!1 EAGE 110.

REVISIOff III.D.3 7

A - 1/14 /92 III.D.5 7

III.D.6 7

III.F.1 8

0 - 11/8/91 9

0 - 11/8/91 iii

.i i

l REVISIOff A - 1/14/92 PAGE B-1 EDR-1 APPENDIX B SUPPLEMENT SUIU1ARY OF PLANT SPECIFIC CRANE DATA SUPPLIED BY EDERER FOR PRAIRIE ISLAND NUCLEAR GENERATING PLANT i

TOPICAL.

REGULATORY REPORT INFORMATION TO BE PROVIDED SPECIFIC CRANE DATA POSITIOli SECTIOff Co l.'a III.C (C.1.a) 1.

Tile ACTUAL CRANE DUTY CLAS-1.

Tile CRANE IIAS A CLASS "C" SIFICATION OF TIIE CRANE CRANE DUTY CLASSIFICATION j

SPECIFIED BY TiiE APPLICANT.

Ill ACCORDANCE WITII CMAA SPECIFICATION #70.

C.1.b III.C (C.1.b) 1.

Tile MINIMUM OPERATING TEffP-1.

TIIE TROLLEY WAS DESIGNED AND ERATURE OF Tile CRANE SPEC-FABRICATED FOR A MINIMUM IFIED BY TIIE APPLICANT.

OPERATING TDIPERATURE OF 40'

.F.

(MINIMUM SPECIFIED TEMPERATURE 50 F.)

C.2.b III.C (C. 2. b) -

1.

Tile ftAXIMUM EXTENT OF LOAD 1.

Tile MAI!! IIOIST WAS DESIGNED 1

III.E.4 MOTION Af!D TIIE PEAK kit! ETIC SUCH TilAT TIIE MAXIMUM LOAD l

ENERGY OF TIIE LOAD FOLLOWING MOTION, FOLLOWING A DRIVE l

A DRIVE TRAIN FAILURE.

TRAIN FAILURE IS LESS TilAN j'

1.5 FOOT AND T!!E MAXIMUM l '.

KINETIC ENERGY OF T1IE LOAD j.

IS LESS TilAN TilAT RESULTING I

Ti!E MAXIMUM CRITICAL LOAD.

FROM I INCit OF FREE. FALL OF l

~

~

2.

PROVISIONS FOR ACTUATING TIIE 2.

FROVISIONS FDR AtJIDMATICAI,LY l

EMERGENCY DRUM BRAEE PRIOR TO ACIUATING ' HIE D4ERGENCY DRUM l

TRAVERSING WITII THE LOAD, BRAKE PRIOR TO TRAVERSING WilEN REQUIRED TO ACCO!!MODATE WITH THE LOAD ARE NOT TIIE LOAD MOTION FOLLOWING A REQUIRED SINCE THE MAXIMUM DRIVE TRAIN FAILURE.

AMOUNT OF LOAD MOTION AND KINETIC ENERGY IIAS BEEN l

FACTORED INTO TIIE FACILITY DESIGN.

r

REVISIOli 0 - '11/8/91 PAGE B-2 EDR-1 APPENDIX B SUPPLEMEllT

SUMMARY

OF. PLANT SPECIFIC CRANE DATA SUPPLIED BY EDERER FOR PRAIRIE ISLAND NUCLEAR GENERATING PLANT i-4 ~

TOPICAL REGULATORY REPORT INFORMATION TO BE PROVIDED SPECIFIC CRANE DATA POSITIOti SECTION l

C.3.e III.C (C.3.e) 1.

Tile MAXIMUM CABLE LOADING I.

'TIIE !!AXI!!Uf1 CABLE LOADIf!G j

FOLLOWING A WIRE ROPE FAILURE FOLLOWING A

WIRE ROPE It! TERIiS OF TIIE ACCEPTAf1CE FAILURE IN TIIE FiAIN IIOIST i

CRITERIA ESTABLISIIED IN MEETS TIIE MAXIMUM ALLOWED SECTION III.C-(C.3.e).

BY TIIE ACCEPTANCE CRITERI A ESTABLISIIED IN SECTION III.C

=

f (C.3.e).

C.3.f 1.

MAXIf1UI1 FLEET ANGLE 1.

'3.5 DEGREES.

l 2.

!! UMBER OF REVERSE BE!!DS 2.

NONE, OTIIER TIIAN TIIE ONE BETWEEN AIE WIRE ROPE DRUM AND TIIE FIRST SIIEAVE IN TIIE f

LOAD BLOCK.

3.-

SIIEAVE DIAMETER 3.

PER CitAA SPECIFICATION #70.

i C.3.h III.C (C.3.h) 1.-

Ti!E. MAXIMUlf EXTENT OF MOTIOti 1.

Tile FIAlt! IlOIST WAS DESIGNED l

~

II1.E.I1.

AND' PEAK KINETIC ENERGY OF SUCil TGAT TIIE MAXIMUM LOAD TIIE LOAD FOLLOWING A SINGLE MOTION FOLLOWING A SINGLE f.

WIRE ROPE FAILURE.

WIRE ROPE FAILURE IS LESS 1

TIIAN 1.5 FOOT AND THE MAXIMUM KINETIC ENERGY OF i -

TIIE LOAD IS LESS TilAN TIIAT RESULTING FROM ONE INCli OF FREE FALL OF TIIE j

MAXIMUM CRITICAL LOAD.

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REVISION O - 11/8/91 PAGE-B-3

-EDR-1 APPEllDIX B SUPPLEMENT

SUMMARY

OF PLANT SPECIFIC CRittiE *)ATA SUPPLIED BY EDERER j

i FOR PRAIRIE ISLAND NUCLEAR GENERATI!iG PLAliT t

l TOPICAL REGULATORY.

REPORT IIIFORMATION TO BE PROVIDED SPECIFIC CRANE DATA I

POSITIO!I.

SECTION t

C.3.i III.C (C.3;i) 1.

TIIE TYPE'OF LOAD CONTROL 1.

EDERER D.C.

ADJUSTABLE

' SYSTEM SPECIFIED BY TIIE VOLTAGE WITH 50:1 MICRO-APPT ICAliT.

' SPEED CAPABILITY.

2.

WIIETilER. IllTERLOCKS ' ARE.

2.

Tile CRA!!E WILL !!OT BE USED RECO!1 MENDED BY REGULATORY TO LIFT FUEL ELD 1DITS FROM GUIDE 1.13 TO PREVENT TROLLEY Tile REACTOR CORE OR SPUIT i.

AND BRIDGE MOVEMENTS WIIILE FUEL RACKS.

TIIEREFORE, i

FUEL' ELEMENTS ARE BEING INTERLOCKS 'IO PREVENT TROLLEY LIFTED AND WilETHER TIIEY ARE AND BRIDGE MOVEMENTS WIIILE

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PROVIDED FOR TlilS APPLICATION.

IlOISTING 11 AVE

!!OT BEEN FROVIDED.

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REVISIOff G-11/8/91 PAGE D-5 EDR-1 APPEfIDIX B SUPPLEffEtiT

SUMMARY

OF PLAllT SPECIFIC CRAfiE DATA SUPPLIED BY EDERER FOR PRAIRIE ISLATID fiUCLEAR GE!1ERATIfiG PLAfiT TOPICAL REGULATORY REPORT IfiFORMATIOff TO DE PROVIDED SPECIFIC CRAllE DATA POSITIOli SECTIOfl C.3.k III.C (C.3.k) 1.

TYPE OF DRUff SAFETY 1.

TIIE ALTERfiATE DESIGli DRUM l

SAFETY RESTRAIllT SIIOWfi Ifi i

FIGURE III.D.4 OF EDR-1 IS l

SUPPORT PROVIDED.

ARRAliGED TO COUTITER GEAR AfiD BRARE FORCES AS WELL AS DOWfiWARD LOADS.

T11ESE BRACKETS ACT Off T11E ITISIDE DI AMETER OF TIIE E! IDS OF TIIE DRUM.

C.3.o 1.

TYPE OF IiOIST DRIVE TO 1.

50:1 MICRO-SPEED IS PROVIDED AS A PART OF DC ADJUSTABLE PROVIDE IIICREffEfiTAL VOLTAGE COfiTROL.

MOTIOff.

C.3.p 1.

MAXIMUtt TROLLEY SPEED.

1.

55 F.P.M 2.

f1AXIMUM BRIDGE SPEED.

2.

50 F.P.M.

BOTII TiiE iROLLEY Af3D BRIDGE TYPE bF OVERPSEED 3.

~

3.

PROTECTIO!! FOR TIIE TROLLEY DRIVES ARE POWERED BY AC l

ftOTORS TIIAT CAN I!UIERENTLY A!!D BRIDGE DRIVES.

IIOT OVERSPEED, SIf!CE THEIR MAXIMUM SPEED IS LIMITED BY TIIE 60 HZ LINE FREQUENCY.

a REVISION O - 11/8/91 PAGE B-6; EDR-1 APPDIDIX B SUPPLDIDIT SUMitARY OF PLAfiT SPECIFIC CRATIE DATA SUPPLIED BY EDERER FOR PRAIRIE'ISLAfiD fiUCLEAR GENERATIliG PLANT TOPICAL REGULATORY REPORT IliFORMATICII TO BE PROVIDED SPECIFIC CRAf!E DATA POSITIOfi SECTIOff C.3.g 1.-

'CO!! TROL STATIOli LOCATICII.

1.

TIIE COftPLETE OPLEATING ColiTROL SYSTDT, INCLUDIfiG T11E DTERGENCY STOP BUTTONS, ARE LOCATED ON A PENDANT' AllD ON A

RD10TE RADIO CONTROL CONSOLE.

III.D.1 1.

Tile TYPE OF EMERGENCY DRUft I.

A SIriGLE Pf tEUf1ATICALLY BRAKE USED, INCLUDIllG TYPE RELEASED BAND BRAKE WILL BE OF RELEASE FIECliAfilSM.

USED.

2.

TIIE RELATIVE LOCATIOff OF 2.

THE EMERGENCY DRUM BFAKE OF THE EMERGENCY DRUM BRAKE.

ENGAGES Tile ftAIN IIDIST WIRE ROPE DRUM.

3.

EMERGENCY DRUf1 BRAKE 3.

'IIIE ftAIN llOIST HTERGENCY DRUM CAPACITY.

BRAKE IIAS A MINIMUM CAPACITY OF 130T, OF TilAT REQUIRED TO

~

HOLD TIIE DESIGN RATED LOAD.

.III.D.2 1.

NUMBER OF FRICTION SURFACES 1.

T11E EATL IIAS 14 FRICTION III EATL.

SURFACES.

2.

EATL TORQUE SETTING 2.

TIIE SPECIFIED EATL TORQUE SETTING IS APPROXIMATELY 130%

OF Tile ftAIN IIOIST

' DESIGN RATED LOAD.

i 4'

j.

REVI310f! A - 1/14/92

~

i PAGE B-7 EDR-1' APPENDIX B SUPPLEMEllT SUtiMARY.OF PLANT SPECIFIC CRANE DATA SUPPLIED BY EDERER FOR PRAIRIE ISLAND HUCLEAR' GEtiERATING PLANT l

. TOPICAL -

j REGULATORY.-

' REPORT IllFORf"ATION TO BE PROVIDED SPECIFIC CRANE DATA

. POSITION SECTION III.D;3-1.

TYPE OF FAILURE DETECTION 1.

A TOTALLY MECIIANICAL DRIVE SYSTE!1.

TRAIN CONTINUITY DETECTOR AND 4

EMERGENCY DRUM BRAKE ACTUATOR IIAVE BEEN PROVIDED f

IN ACCORDANCE WITII APPENDIX G OF REVISION 3 OF EDR-1

. FOR THE MAIN IIOIST.

i i.

III.D.S 1.

TYPE OF HYDRAULIC LOAD 1.

THE MAIN ff0IST HYDRAULIC IDAD EQUALIZATION SYSTEM.

EQUALIZATION SYSTEM INCLUDES

.BOTH FEATURES DESCRIBED IN j-SECTION III.D.S.

f i

III.D.6 1.

TYPE OF HOOK.

1.

THE MAIN HOOK HAS A SINGLE LOAD PATH.

2..

HOOK DESIGN LOAD.

2.

THE MAIN HOOK DE5IGN

~

CRITICAL LIFT LOAD IS 125 TONS WITII A 10:1 FACTOR OF SAFETY ON ULTIMATE.

i

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~..,.-..

.. ~ _. _, _ -,

4

.REVISIO!T O -111/8/91 PAGE B-8 EDR-1 APPENDIX B SUPPLEI1ENT i

SUMMARY

OF PLAf!T SPECIFIC CRANE DATA SUPPLIED BY EDERER.

FOR. PRAIRIE ISLAND NUCLEAR GENERATING PLANT TOPICAL I.

REGULATORY REPORT

'IliFORMATIO!! TO BE PROVIDED SPECIFIC CRANE DATA POSITIOt3 SECTION I

i-III.D.6 3.

IIOOK TEST LOAD.

3.

TIIE TEST LOAD FOR EACII LOAD PATII OF TIIE MAIN IIOOK WILL BE 250 TONS.

I i

III. F.1-1.

DESIGN. RATED LOAD.

I.

MAI!! IIOIST - 125 TONS.

2.

MAXIMUM CRITICAL LOAD 2.

FULIN IIOIST - 125 TONS.

RATING.

'3.

TROLLEY WEIGIIT (NET).

3.

92,000 LBS. (INCLUDING IIOOKS) 4.

. TROLLEY WEIGIIT (WITil LOAD).

4.

342,000 LBS.

5.

IiOOK LIFT.

5.

MAIN IIOOK - 89 FEET-O INCIIES.

i-6.

NUMBER OF WIRE ROPE DRUMS.

6.

T II E MAIN II O I S T

.l IIAS ONE WIRE ROPE DRUM.

I i

7.

NUMBER DF PARTS OF WIRE.

7.

MAllt IIOIST '- 8 PARTS PER i-WIRE ROPE.

1 i

l 1

l

. ~

~.

. -,.. - ~-

I

i 1

REVISIOli 0 - 11/8/91 PAGE B-9 EDR-1 APPENDIX B SUPPLE!!E!IT SU191ARY OF PLA!!T SPECIFIC.' CRAllE DATA SUPPLIED BY EDERER FOR' PRAIRIE ISLAf3D NUCLEAR GENERATI!!G PLANT

+

TOPICAL REGULATORY REPORT IflFORMATIOli TO'BE PROVIDED-SPECIFIC CRANE DATA i

POSITIOff SECTION III.F.1 8.

DRUM SIZE (PITCII DI AMETER).

-8.

Mall! IIOIST '- 50 INCilES.

)

9.

WIRE ROPE DIAMETER.

9.

fiAIII IIDIST - 1 1/8 I NCll.

i t

i

10. WIRE. ROPE' TYPE.

10. 6 x 37 CLASS EEIPS/IWRC -

MAIN IIOIST

11. WIRE ROPE MATERIAL.

11. CARBOff STEEL - IIAlti !!OIST i

f

12. WIRE ROPE BREAKING STRENGTH. 12. _ MAlti IIOIST - 143,000 LBS.

i i

13. WIRE ROPE YIELD STRENGTII.

13. MAIfi If0IST - 114,400 LBS.

I.

14. WIRE ROPE RESERVE STRENGT11.

14. Mall! IIOIST -.563 j

l

15. NUMBER OF WIRE ROPES.

15. 'IIIE MAIN IIOIST IIAS 'IVO ROPES.

i

l'itAllllE 151MID tiUCLFAR GElli:RATl!JG l'! ANT ATTACllMENT 2 Appendix C Supplement to Generic Licensing, Topical P.eport l'.Dit 1 I

____..a._.__m..

i.m

APPEllDIX C SUPPLEMEllT TO GE!1ERIC LICE!1SIllG TOPICAL REPORT EDR-I SUM!MRY OF PLA!JT SPECIPIC CRAllE DATA SUPPLIED BY APPLICANT FOR llORTHER11 STATES POWER COMPAllY PRAIRIE ISLA11D 11UCLEAR GE!1ERATIllG PLAllT UllITS I & II AUXILIARY BUILDIllG CRAllE P.O. 11 0. PC 9473SQ EDERER S.O.

11 0. F-2300 REVISIOli A - I/I4/92 Q(

PREPARED:

Of84WY PROJECT Ei1GINEER EDERER INCORPORATED CHECKED:

7-EDERER INCORPORATED REVIEWED: IW C'4= "

' " - =

QUALITY ASSURA!1CE MGR.

EDERER INCOP ORATED APPROVED:

LIEF [NGINEER EDERER INCORPORATED l

t l

i REVISION A - 1/14/92 EDR-1 APPEllDIX C SUPPLEMEllT I

SUMMARY

OF PLANT SPECITIC CRANE DATA SUPPLIED BY 110RTHERN STATES POWER CO.

FOR PRAIRIE ISLAllD 110 CLEAR GENERATIllG PLA!17 i

AUXILIARY BUILDI!1G CRANE MODITICATIONS TABLE OF CollTEllTS AND REVISION STATUS DESCRIPTION.

PACE No, REVISION TITLE PAGE i

A - 1/14 /92 TABLE or C011TEllTS AND REVISION STATUS 11 A - 1/14 /92 TOPICAL REPORT SECTIOli III.C(C.1.b)_

1 A - 1/14/92 III. C ( C.1. b ( 3 ) )

1 III.C(C.1.b(4))

III.C(C.4.d) l

-III.C(C.1.c) 2 A ~1/14/92 III.C(C.1.d) 2 i

3 A - 1/14/92

-III.C(C.1.e) 3 III.C(C.1.f) 3 III.C(C.2.b) & III.E.4 4

A - 1/14 /92 e

III.C(C.2.c).

4 t

III.C(C.2.d) 5 A - 1/14/92 6

0 - 11/8/91 III.C(C.3.b) 6 i

-III.C(C.3.t) 7 A - 1/14/92

' REG. GUIDE:1.104 (C.3.u) 8 A - 1/14 /92 REG. GUIDE 1.104 (C 4.a) 8 REG. GUIDE 1.104 (C. 4. b) 8 REG. GUIDE 1.104 (C.4.c) 8 REG.-GUIDE'1.104 (C.4.d) 8 i

. REG. GUIDE 1.104 (C.S.d) 9 0 - 11/8/91 DRAWIliG A, SHEET 1 10 A - 1/14 / 9 2 -

DRAWI!1G A,' SHEET 2 11 A - 1/14/92 11

[

4 1

REVISIO!! A -'1/14/92 PAGE C-1 l

EDR-1 APPDIDIX C SUPPLD1DIT l

SUMMARY

OF REGULATORY POSITIO!!S TO BE ADDRESSED BY Tite APPLICA!iT PRAIRIE ISLAliD tiUCLEAR GE!!ERATIFIG PLAliT l

AUXILIARY BUILDIIIG CRAliE MODIFICATIOtIS

}

TOPICAL j.

REGULATORY-REPORT' I!1FORMATIOff TO BE PROVIDED '

SPECIFIC' CRANE DATA POSITIOli SECTIO!I

+

• a III.C(C.I.b(1))

1. TilF EXTE!!T OF VEfiTIfiG OF

1. CLOSED BOX SECTIOfiS ARE fiOT 4

OF CLOSED BOX SECTIO!IS.

VE!ITED SIFICE Tile AUXILIARY BUILDITIG TIIAT I!OUSE T1!E CRAtiE IS TIOT PRESSURIZED.

C.1.b(3) III.C(C.I.b(3))

1. TIIE ?!O!! DESTRUCTIVE Af7D COLD

1. TIIE EXISTIfiG CRANE BRIDGE, j

C.1.b(4) III.C(C.1.b(4))

PROOF TESTIIIG TO BE PERFORf1ED I!iCLUDI!!G ALL ACCESSIBLE i

C.4.d III.C(C.4.d) oli EXISTIfiG STRUCTURAL MDfBERS S~fRUCTURAL WELDS, WILL BE FOR W111Cil SATISFACTORY IMPACT VISUALLY I!!SPECTED BY A TEST DATA IS !IOT AVAILABLE.

COMPETDTT STRUC11 TRAL DIGIFIEER.

VISUAL IllDICATIO!!S OF STRUCTURAL DEGRADATIO!!

OF TIIE EXISTING BRIDGE WILL BE l

IfiVESTIGATED FURTIIER BY Tile J

i APPROPRIATE IIOfiDESTRUCTIVE

]

I EXAMIfiATION TECIINIQUES.

j i

i i

4 '

f f

i a

I

[.

REVISION A - I/I4/92 PAGE C-2 EDR-I APPE!3 DIX C SUPPLEf!ENT SUfUIARY OF REGULATORY POSITIONS TO BE ADDRESSED BY THE APPLICA!iT FOR PRAIRIE ISLATID UUCLEAR GENERATIFIG PLANT AUXILIARY BUILDING CRANE MODIFICATIOfiS TOPICAL REGULATORY REPORT If1FORMATIOff TO DE PROVIDED SPECIFIC CRANE DATA POSITIO!I SECTION C.1.c III.C(C.I.c) 1.

TIIE EXTENT TIIE CRANE'S STRUCTURES I. Tif E CRATIE STRJCTURES ARE WilICII ARE NOT BEIliG REPLACED ARE QUALIFIED TOR BOT 11 OPERATIllG BASIS EART1tQUAKE CAPABLE OF MEETIfiG T11E SEISMIC DESIGN BASIS EART1!OUAFE REQUIREME!ITS OF REGULATORY GUIDE WIIILE SUPPORTIf!G T!!E 1.29.

MAXI f"UM CRITICAL LOADS.

REF:

SEISMIC AfJALYSIS REPORT BY fiORPAC EfiGINEERIf:G I fiC.

C.3.d III.C(C.1.d)

1. TIIE EXTENT WELDS JOINTS IN T!!E I. f CNDESTRUCTIVE EXMilf!ATIO!!S CRAflE'S STRUCTURES, WIIICII ARE NOT OF TIIE EXISTING PRIDGE BEING REPLACED, WERE NOTJDESTRUCT-STRUCIURE WERE :UT RE73 IRED AY EXISTING REGULATIONS AT IVELY EXA!!INED, AND Ti!E TIME OF BRIDGE CO!!STRUCTION.

IIOWEVER,

Tl!E X-SAM SYSTEM.

~

PROVIDES ADDITIONAL l

~

~

OVERLOAD PROTECTION, AND Tile INSPECTIONS OF T11E EXISTING STRUCTURE DESCRIBED IN C.I.b(3)

ABOVE ARE ADEQUATE TO ENSURE Tile STRUCTUPAL INTEGRITY OF TII E EXISTIfiG BRIDGE.

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l lREVISIO!! A - 1/14/92 j

j-PAGE C-3 EDR-1 APPENDIX C SUPPLE!!E!!T SUIU1ARY ' OF REGULATORY POSITIONS TO BE ADDRESSED BY TifE APPLICANT FOR PRAIRIE ISLAND NUCLEAR GENERATI!!G PLANT AUXILIARY BUILDIliG CRANE, MODIFICATIONS TOPICAL

[

REGULATORY'

' REPORT-INFORMATION TO BE PROVIDED SPECIFIC CRANE DATA POSITIOff SECTIO!!

4 C.1.d III.C(C.1.d) 1.

THE EXTENT TIIE BASE MATERIAL, AT

1. TIf8 WELD JOINT GEOMETRIES JOIf1TS SUSCEPTIBLE TO LAMELLAR USED IN "IIIE EXISTING BRIDGE TEARING, WAS 110flDESTRUCTIVELY STRUCTURE ARE NOT EXAMI!!ED.

CONSIDERED TO BE p

]

SUSCEPTIBLE TO LAMELLAR

[

TEARING.

i j.

c.1.c III.C(C.I.e}

1. TifE EXTENT THE CRANE'S

1. TifE CRANE WAS fiOT USED FOR STURCTURES, WIIICII ARE NOT BEING A !! Y OVER-CAPACITY 1

REPLACED, ARE CAPABLE OF WIT 11-CONSTRUCTION LIFTS.

ALL l

STANDItIG T11E FATIGUE EFFECTS OF PAST AND PROJECTED USE OF i

CYCLIC LOADING FROM PREVIOUS Tile CRANE, AT A MAXIMUM l

AfiD PROJECTED USAGE, IIICLUDING ANY LOADING OF 125 TONS, IS CONSTRUCTICN USAGE.

WELL WITIIIN TIIE CYCLIC 1

LOADING CAPABILITY OF TIIE EXISTING CRANE STRUCTRE AND WELDS.

l C.I.f III.C(C 1.f)

1. TIIE EXTENT Tike CRANE'S

1. THE ItATERIAI! TilICENESSES j

STRUCTURES,.*G!ICH ARE fiOT BEING OF TIIE EXISTING BRIDGE REPLACED, HERE POST-WELD IIEAT-STRUCTURE ARE SUCH TIIAT I

TREATED IN ACCORDANCE WITil SUB-PARAGRAP11 II1.C (C.I.f) d ARTICLE 3.9 OF AWS D1.1, OF EDR-1 DOES NOT

" STRUCTURAL WELDIliG CODE."

REQUIRE POST-WELD IIEAT-TREATMENT.

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REVISION A - 1/14/92 PAGE C-4 EDR-I APPDIDIX C SUPPLEMENT l

SUMMARY

OF REGULATORY POSITIO!!S TO BE ADDRESSED BY TiiE APPLICANT j

FOR PRAIRIE. ISLAND.!!UCLEAR GEliERATING PLANT i

AUXILIARY BUILDINC CRANE MODIFICATIONS f

I TOPICAL REGULATORY REPORT INFORMATION TO BE PROVIDED SPECIFIC CRANE DATA POSITIOff SECTION C.2.b III.C(C.2.b) 1.

PROVISIOfiS FOR ACCOfUIODATIfiG Tile I. T1!E SURFACES WHICII

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THE LOAD 110 TION AfiD KINETIC ENERGY SUPPORT Tile LOAD (i.e.,

i f

FOLLOWING A DRIVE TRAIN FAILURE TiiE BASE MAT AND TIIE WIIE!! TIIE LOAD IS BEING TRAVERSED POOL FLOOR SLAB) ARE CAP-

[

AND WiiEN IT IS BEING RAISED OR ABLE OF WIT 11 STANDING ONE i

LOWERED.

(1) INCII OF FREE FALL OF TIIE LOAD FOLLOWING A

DRIVE TRAIN FAILURE.

WHEN TIIE LOAD IS BEING c

f TRAVERSED, TIIE LOAD PASSES WITilIN I.5 FEET VERTICAL DISTANCE FROff CERTAIN PLANT STRUCTURAL ELEMENTS. TIIESE ELEMENTS WERE. ANALYZED FOR Tile 1

(

INCH OF FREE FALL j

ENERGY, AND ARE EITl!ER ABLE TO WITilSTAND TiiE IMPACT OR TIIEIR ' FAILURE HAS BEEN SIIOWN !!OT TO C O ft P R O tt I S E SAFE OPERATION OF Tl!E PLANT.

C.2.c III.C(C.2.c) 3.

LOCATION. OF SAFE LAYDOWN AREAS I.

DRAWING "A", S!!EEF 1, SilOWS FOR USE IN TIIE EVENT REPAIRS TO TIIE IAYDOWN AREAS TIIAT CAN TIIE CRANE ARE REQUIRED TIIAT CANNOT BE USED IN THE EVENT TIIAT BE MADE WITil TiiE LOAD SUSPENDED.

REPA. '15 TO TIIE CRANE ARE REQUIRED TIIAT CANNOT BE MADE WITII TIIE LOAD SUSPDIDED.

{:

REVISIO!! A-

1/14/92 PAGE C-5

'EDR-1 APPENDIX C SUPPLEMETIT

SUMMARY

REGULATORY POSITIO!!S TO BE ADDRESSED BY TIIE APPLICA!!T l

FOR PRAIRIE ISLAND ITUCLEAR GENERATING PLANT l

AUXILAIRY BUILDING CRANE MODIFICATIONS 4

TOPICAL i

REGULATORY REPORT It! FORMATION TO BE PROVIDED SPECIFIC CRANE DATA POSITION SECTIO!!

C.2.d III.C(C.2.d)

1. ' SIZE OF. REPIACD1ENT COMPOfiE!!TS Tl!AT 1.

TIIE REPLACDtENT TROLLEY P

R OF TIIE CRAf E i Til I

E AUYIL R

IIAVIIIG TO BREAK ITS I!TTDJRITY.

BUILDIliG, WEST DID ROLL-UP f

DOOR, IN ACCORDANCE WIT 11 DRAWING-

"A",

SilEET 2.

i TIIIS MEANS TilAT ANY TROLLEY COMPONENT CAN BE BROUGHT INTO Tii E I

AUXILIARY BUILDING IF NEEDED' FOR CRANE REPAIRS.

i '

2.

LOCATIOft OF AREA WsIERE REPAIR WORK 2.

REPAIR WORK, INVOLVING CAN BE ACCOMPLIS 11ED Oli Tile CRANE IIEAV'I LIFTS BY NON-SINGLE l

WITHOUT AFFECTING THE SAFE S11UT-DOWri FAILURE PROOF EQUIPMENT, CAPABILITY OF THE REACTOR, AND.

CAN BE SAFELY ACCOMPLISHED

~

ON THE CRANE Wi!EN IT IS I

POSITIONED OVER THE AREAS SIIOWN IN DRAWING f

"A",

SUBJECT TO PROVISIONS TIIER EI N.

i THERE ARE 17 0 NUCLEliR SAFETY RESTRICTIONS ON I

CRANE REPAIRS THAT DO l

NOT INVOLVE IIANDLING IIEAVY COMPONENTS.

t

8 FEVISIOil. 0 - 11/8/91 PAGE C-6 EDR-1 APPENDIX C SUPPLEMENT

SUMMARY

OF REGULATORY POSITIO!!S TO BE - ADDRESSED BY TIIE APPLICANT i

FOR PRAIRIE ISIAND NUCLEAR GENERATING PLANT AUXILIARY BUILDING CRANE MODIFICATIONS l.

. TOPICAL REGULATORY

. REPORT IIIFORMATION TO BE.PROVIDED SPECIFIC CRANE DATA POSITION 3ECTION i-f C.2.d III.C(C.2.d)

3. ANY LIf1ITATIONS ON REACTOR OPER-

3. TiiERE ARE NO LIff1TATIONS

[

TIONS TilAT WOJLD RESULT FROM CRANE ON REACTOR OPERATIONS TIIAT REPAIRS.

WOULD RESULT FROM CRANE REPAIRS.

C.3.b' III.C(C.3.b)

1. TIIE DESIGli MARGIN AND TYPE OF I. AS AN ALTERNATIVE TO A DUAL LIFTING DEVICES TilAT ARE ATTACIIED LOAD PATil SYSTDT, TIIE IIOPfild, TO THE IIOOK TO CARRY CRITICAL LOADS.

STRESS DESIGN FACTORS IIAVE BEDI DOUBLED.

EACII LIFTING DEVICE ATTACIIED TO TiiE IIO O K TO CARRY CRITICAL LOADS WILL SUPPORT A LOAD SIX TIMES TIIE STATIC PLUS DYNAMIC f

LOAD BEING IIANDLED WIT 110UT PERf1ANENT I

DEFORMATION.

TIIC SAFETY FACTOR IS 10:1 WIIEN COMPARED TO ULTIMATE.

TIIIS IS IN ACCORDANCE'

)

WITil NUREG 0612, SECTION i

5.1.6, PARAGRAPli I(A) AND 1

ANSI N14.6, SECTION l

7. 2.1.

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r e,

a g-w

.. -, ~..

.y y.

REVISION A - 1/I4/92 PAGE C-7 EDR-1 APPENDIX C SUPPLD1E!IT

SUMMARY

OF REGULATORY POSITIOf1S TO BE ADDRESSED BY T11E APPLICA!!T FOR PRAIRIE ISLATID HUCLEAR.GENERATIl1G PLANT

- AUXILIARY - BUILDIIIG CRAfiE.MODIFICATIO!iS

-TOPICAL REGULATORY REPORT IIIFORMATIOll'TO BE PROVIDED SPECIPIC CRAllE DATA POSITIOli SECTION C.3.t-TII.C(C.3.t)

1. Tile EXTENT CONSTRUCTIOff REQUIRE-

1. TIIE CONSTRUCTION REQUIRE-MEllTS FOR TIIS CRANE'S STRUCTURES, MENTS FOR Ti!E CRAf3E WERE Tile WilICil WILL NOT BE REPLACED, SAME AS FOR PLAliT SERVICE.

ARE MORE SEVERE TIIAN T1!OSE FOR PERMANE'1T P; MIT SERVICE.

2.

Tile MODIFI TIONS ATID IllSPECTIOllS 2.

NO SPECIAL MODIFICATIONS OR.

TO BE ' ACCOROL1SilED ON Tile CRATIE INSPECTIO!15 WERE REQUIRED FOLLOWING.CONSTRUCTIOf1 USE, WilICil WilEN TIIE CRANE WAS CONVERTED WAS MORE SEVERE TIIAN TilOSE FOR FROM.. CO!!STRUCTION USE TO PERMA?IEliT PLANT SERVICE.

PERMANENT PLANT SERVICE,.

SINCE TIIE REQUIREMENTS. FOR BOT 11 TYPES'OF SERVICE WERE TIIE

-SAME.

I

e REVISION A - I/14/92 PAGE C-8 EDR-1 APPENDIX C SUPPLEME!!T SUMfiARY OF REGULATORY POSITIO!!S TO BE ADDRESSED BY Tile APPLICA!!T FOR PRAIRIE ISLAtID NUCLEAR GETIERATIIIG PLANT AUXILI ARY BUILDIllG CRATIE MODIFICATIO!IS TOPICAL SPECIFIC CRAFIE DATA REGULATORY REPORT IIIFORMATION TO BE PROVIDED POSITION SECTIOff C.3.u 1.

TIIE EXTENT OF It'STALI-ATION AND 1.

Tile INSTALLATIO!! AND OPERATIliG ItiSTRUCTIONS WILL BE UPDATED BY OPERATING INSTRUCTIONS.

EDERER TO FULLY COMPLY WITII Tile REQUIREME!!TS OF SECTION C.3.u UF REGULATORY GUIDE 1.104 AND SECTIONS 7.1 AND 9 OF fiO(EG-0554.

C.4.a

1. TIIE EXTENT OF ASSEMBLY CllECKOUT, 1.

PRIOR TO IIANDLI!!G CRITICAL TEST PROCEDURES, LOAD TESTING LOADS, TIIE CRANE WILL BE GIVEN AtID RATED LOAD MARKING OF TIIE A COMPLETE ASSEMBLY CIIECKOUT C.4.b C.4.c BY EDE -

AND TilEN GIVEN A NO-C.4.d CRANE.

LOAD "T

OF ALL MOTIONS IN WITil UPDATED ACCORDi

_ PROVIDED BY EDERER.

PROCEDUs, A 125's STATIC LOAD TEST AND A 100%

PERFORMATICE TEST WILL.

ALSO BE PERFORHED AT TIIIS TIME ~

IN ACCORDANCE WITil UPDATED TEST PROCEDURES PROVIDED BY EDERER.

A NO-LOAD TEST OF ALL MOTIONS AND A TWO BLOCKING TEST WILL BE PERFORMED BY EDERER PRIOR TO DELIVERY OF Tile CRANE PER TOPICAL REPORT EDR-1.

Tile MAXIMUM CRITICAL LOAD IS PLAINLY MARKED ON EACil SIDE OF TiiE CRANE.

l REVISIOli 0.- 11/8/91-I PAGE C-9 EDR-1 APPEtIDIX C SUPPLEliEllT

SUMMARY

OF PLA13T SPECIFIC CRATIE DATA SUPPLIED BY EDERER FOR PRAIRIE:ISLA!1D liUCLEAR GEllERATIliG PLA13T AUXILIARY' BUILDItiG CRAliE.MODIFICATIOliS.

TOPICAL REGULtsTORY REPORT IIIFORMATION TO BE PROVIDED SPECIFIC CRAf1E DATA POSITIOtt SECTIO!1 C.S.d III.C(C.S.a)

1. Tile EXTEllT Tile PROCUREMEliT.

1. Tile PROCUREMEllT DOCUMEt3TS FOR DOCUMENTS FOR Tile CRANE'S

. Tile EXISTIIIG BRIDGE STRUCTURE STRUCTURE'S, Wii1Cil WILL IIOT DID'fiOT I!!VOKE 10CFR50 APPEf3 DIX.

BE REPLACED,-REQUIRED Tile CRA!!E B,

SIllCE TIIE BRIDGE WAS BUILT FIA110FACTURER TO PROVIDE A PRIOR TO Tile ISSUAf3CE OF TilIS

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QUALITY ASSURANCE PROGRAM FEDERAL REGULATION. IIOWEVER, Tile CONSISTENT. WITil TIIE PERTI!!ENT BRIDGE WAS BUILT TO Tile CRANE PROVISIO!!S OF REGULATORY GUIDE MANUFACTURER'S QUALITY CO!1 TROL PROCESS IN EFFECT AT TifE TIME OF

1. 2 8. -

CONSTRUCTION.. QUALITY. ASSURANCE PROVISIONS DENOTED

- I II PROCUREMENT SPECIFICATIONS FOR Tile EXISTIl1G CRANE COVERED SUCil ITEMS AS.

DESIGN

CONTROL, fiATERIAL SELECTION

-AND INSPECTION AND TESTING.

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ATTACl! MENT 3 Design Criteria for Lifting System for TN.40 Dry Storage Cask i

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