ML20076F233

Control of Heavy Loads (C-10),Quad Cities Station Units 1 & 2, Technical Evaluation Rept

ML20076F233
Person / Time
Site:	Quad Cities
Issue date:	06/01/1983
From:	Bomberger C, Sargent I FRANKLIN INSTITUTE
To:	Chan T, Singh A NRC
Shared Package
ML20076F247	List: ML20076F233
References
CON-NRC-03-81-130, CON-NRC-3-81-130, REF-GTECI-A-36, REF-GTECI-SF, RTR-NUREG-0612, RTR-NUREG-612, TASK-A-36, TASK-OR TAC-08077, TAC-08078, TAC-8077, TAC-8078, TER-C5506-386-3, TER-C5506-386-387, NUDOCS 8306060295
Download: ML20076F233 (31)

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TECHNICAL EVALUATIOM REPORT ICONTROL COMMONWEALTR EDISON. COMPANY-QUAll CITIES STATION UNITS 1 AND 2 l

NRCDOCXETNO. 50-254, 50 M FRCPROJECTC5506 NRCTACNC. 08077,0807&

PRCASSIGNMENT13.

NRCCONTRACENO. NRC4Hlf-1312-PRCTASKS, 386, 387 Preparedby FranklireResearct Center Auttior: C Bomberger,

~ 20ttrandRaceStreets I E Sargent Philadelphia,PA 19703; FRCGrouploader-I. E Sargenc y

NucteerRegulatoryCommissiotr

.Wastringtorr.D.C. 20555 LeedNRCEngineoc, A., Singh, T. Chan Juna 1,. 1983.

Thirreportwasprepared as art account of work sponsored by an agency of the United States Government.Neither the UnitedStatesGovemment norany agency tnereof, or any of tneer employeer, makes any warranty, expressed or impiled, or assumes any legal liability or responsibility for any thtre party's use, or the results of suc!? use, of any information. appa-ratus, product or procese disclosed in this recort. or represents that its use by such third j

party would not infringe prtvately ownee rights.

Prepared by Reviewed by:-

Approvedby:

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+=O Principal Altrfhor-Qu6up Laidar Department ir r

Date* 6/J/E3 Date: G Illts' Date:

f** *O XA Copy Has Been Sent to PDR

. Franklin Research Center p

A Division of The Franklin Institute The Sangenen Fransen Penmeer. Phile Ps. 19103:(2 31444 4000

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T! sis TectraicaL $waluationr Regcct was prepared' by Frankl.in Researcit. Center under a contract wttia the tr.5 Nucioec asquiaton Czumission (Of2 ice ci Nucleac Reactoc Re?"7 =61on[ civision. of" Opa:At.ing Etaccocs) for technical assistancee pn support off NEC -X

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1 TER C5506-386/3&7 I

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IM15CDUCTION a.

f 1.L PURPOSE: OF REFIEW This tecnnicaI. evaluation report documents e review of generar load h=ad1Ya=

j policy and ge:ocedures at Commonwealth Edison?s Quad Cities Station f.

Untits 1 and. Z.. ~ This evalisatica was performed with' the following i

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to assess conformance to the general load.h=ad1iam guidelines of i

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NUMG-46II,'"Contrarof Beevy Iceds at Blaclear Power Plants" [11, Sectics 5.I.L p -

l c 'ta assess confnemanem to the interim protectiotr measures of NUEEG-0611,Section 5.3.

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1.2: GEEERIC maermwanm Generic T=-*=i Activity Tast A-36 won==*=at t =had by the G.s. Nuclear Regulatory-em==+==ian (NBC1 staff.ta systematically examine staff licensing ~.

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cri.teria and; the ad-a"- y of =e==nces is effect at operating nuclear powee j

plants to manure the safe h=ad14 a? of heavy loads and to raaa===ad necessary-changes.in these measures mis activity was ini*i=ted by-a lettee issued by i

i the NBC staff on May 17,197E (11 to all power reactor licensees, requesting l

infar==*ia= concerning: the control of heavy loads. nean spent fuel.

Se results of Tasic A-36 were reported in NUREG-0611,. ' Control of Heavy-I Loads at Nuclear Power Plants.* S e stafi's - inaia= from. this evaluation was that existing measures to control the h=adiian of heavy loads ae operating plants, although. groviding protectiotr from certain potential, problems, do not adequarely cover the maior causes of load, h=adi 4 ag accidents and should. be i

upgraded.

In. order to upgrade measures for the control of heavy loads, the staff developed a. series of guidelines designed to schieve a two-part objective using an accepted approach or protection philosophy.. The first portion of the objective, achieved througn a set of general guidelines identified in NUERG-0611, Section 5.1.1, is to ensure that all load handling systems at

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pnat==r posee plants are d-daa-d. and operated so that..their probability of failure is uniformly smalL and aggropiate for tihe critical tasks in whicts ther are employed. Se second. portion c2 the staff's objective, achieved through. guid=1 f a== identified. im InnEG-4612, Sections f.L.2. through 5.1.1 is to ensure that, for load h=adri i systema in areas waere their failure might c.eult to..<,.i,<-a

- eim.e c1r f eure. ar. provid.d. ta i.

addition to those resuired for all loadA=ad' 4 5 systems, to ensure that the i

potential for a Ioad drog is estremely smalL (e.g.,. a single-failure-proof cranel. oc. (2) conservati5er armin=* taas of load, h=ad' 4 5 accidents indicate that the i,.e a.ial acasequences of any load drop are acceptabir

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Acceptaniller of. maaid==c consequences. ir quantified. in NUREG-0611 into four I

accident analysis evaluatiour critacia.

l A. d=F===in-depete aggroecs was used to develop the staff guidelines, to l

ensure that alL load h=adti 7 systems are designed and operated so, that their y --- =Ml'itr at failure is appropriatelr san 11. Se intent of the guid=1 iaos is te ensurer that! t}- - y r at alL operating nm-tear power plants perform the f

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e define safe load travet paths througte procedures and operatoe training l

so that, to the estaat practicaI, heavy loads are not carried ovec or

_. near irradiated fuel oc safe shutdown equipment

o. provide sufficient operator training, hand 1ing systes design, load h=adtiM instructions, and equipment inspection to assure cellaole operation of tire k=aaria= system Staff guidat in== resulting from the foregoing are tabulated in Section 5 of IETREG-0612. Section 6 of NtnEG-0612: recommended that a program be initiated s

tar ensure that these guidelines are implemented at operating plants.

1.3 PL&ME-bPE:IIIC nar-wr.wrmy Orr December 22, 1980, the NBC issued a lettee (3] to Commonwealth Edison, cae Licensee for Quad Cities. Station, requesting-tnac ene Licensee ceview

. provisions for h=adiii a'sd control of heavy loads, evaluate these provisions witte respect to the guidelines of NUREG-0612, and provide certain additional information to be used for an independent determination of conformance to

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i these guidelines. On May.15,1981 [41, June 22,198L (5I, and December 11, 1981 [61, comwealth F41 sort pcovided. responses to this request. As a result of this information,.a draft-Tedinical paluaciori aspoet was prepared and informallf t==a 4 *ted tor-the r.icensee. foc. cement. Orr February 22, 19 82, a

--~rith Biison was. held telephone conference call involving NBC, Flc, and. E to discuss. th.r draft Technical Evaluacion Report concerning control of heavy loads at Quad. C1. ties Staciarr IIr response ta'tnir telephone call, on May 4, 19 81 (7Ic. November, 18, 19 8% [81, and ApclL li,, 1983 [91, Commowealth Edison provided: additional infr-r== tion that has been incorpocated into this final techniemi evaluation e

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17ALUATICM This section presents a pointr by-point evaluation of load h=adt ia" prov4_=iaa=^ at Quad' Cides inurlaar Power-Station with respect to NBC staff geid=1ia provided~iniNUERP0512 Separate subsections are provided foc botit

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the general gut A.r 4'n.s og MUEEG-G612,. Section: 5.L.1 and the intecia measures

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of NUEEG-0612, Section 5.2 In. eacts cases, the guideline" oc interist measure is presented, Licensee-pcovided information is summar'. zed and evaluated, and a eccclusiotr as ed the estant oE mt '=~ o, i n,-rnding chad addi*iaa=1 action where, appropriate, is presented. These mac1'=4aas are summarized in Table 2.I Z.1 cr mnan CUIDitt N The NEC has es*=hrtehed seveer general guidelines whictr must be met in ordec to provide the defense-in-deptfr. aggcoacts foc the handling of heavy These g"4d Naes consist of the foIlowing' critacia from Sectiott h.1.L loads.

of NUERG 06125 o ranid= Tina L - Safe Icad Paths

o. raiidat ine 1 - Ioad sr..at t n, Procedurea o Guid=1ine 3. - Crane Opecator Training o Guideline 4 - Special LLiting Devices a Guideline 5 - Lifting Devices (not specially designed) l o mid-t iae s - crueer (Inspeceton, Testing, and maintenance) o Guideline 7 - Crane Design These seven guidelines. ^~'t d be satisfied foe all ovechead hand.1,ing systems and programs in ord'ac to handle heavy loads in the vicinity of the reactoc vessel, near spent fuel in the spent fuel pool, cc in other areas waere a, load drop may damage safe shutdown systems.

Il.a I.icensee's verifica-l tion of the extent to whickt these guidelines have been satisfied and FEC's evaluation of this verification are contained in the succeeding paragraghs.

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,.._n a .g, 6 .J) W i m. TEEr C55G6-386/387 1 1.1.1 MSII, Seaw Load Overhead Handling-Systems a ' Se of rim Statements and Conclusions. 1 l u ' Ttreet-ham,ev=rn=*-* time fond k"ti-systems at quad cities maiem L andt Z ama ana,.rna.,'.. that the Amtkowing systems should be subject to the i general -M-of NUEEGr 4612s r e as tanic L ame I reactor 5++ =g overhead craner e seamos CEcor 112mcrane o. tasite L dazwe1L first lamel annorait I or tanit 2 dryweLL first Isoet monoreLI. j ,a e new SasL i=5 --;

• ecansk fi2m crane, co. CIII regnic fIcom tila crane cm.ts:Lt L and 1 reactoc secwice gIatfoco 111s crane a:. tarie L tuttnine 5=+

=r overhead crane cr tankt Z *ach+a= ha+Trftnam oserheadicrane b^ o t- \\ ^.5, R~ 1 (... .s ~ M etitet.Overiteestk=ar#7Fnup systems have besar==*TnAnd ggger the , n:s.. :w..~,.. w...e general rpt+rt-rh=== OE 1EIEEGH16I.2[oir.the ba=+= thee =* **=r enN'f e-f mat pitysicmL n.:q. segeratimmt mises froen,seest;p-e=r *=te8Duipeoner or, is, cases where a. crane has . :- r m,.m ay.er-...i.. DeeEF IEGWideik o...a.c 1 wWeee M m. '"" P ece of equigeeEE aoIsly 20. aid in its i ..... u. - disoneset Ir ane reasseminIr,. Iced dmops =,r, affecte ms --47 re oc systemt not ~. mIready one of e annet==fa=. tr EF=Ta=Ma= and Coae 1"=4a= Se Licensee's e aa, rn=ha= regarding: tirose load hand $1ng systems ac quad. t'+e+== or=*4rw wisicts are matziect ten the general guideLinee foc saie load kwf'a= are consistentwLtin the intent of NWIRG 461Z. ~ e ( I.I.I Shfe ra

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" Safer Ioask, paths shou 14 tse d.Mned; for tire movement of. heagr loads to =+=4=tw tire g--T---- >i=P for heavy loads, if a. wry.1,.tcz impact irradiated fust in, the reactor v r and in: ttre spent BaeL gool or to impact safe shutdown: equipment Ttre patic should. follow,. to the extent practical, structural floor seeners, beams, ecc.,. suca. tirac if the load is, dropped, ~, _ tire structure is: more likeL7 ts witt stand: tire impact. Ttrese load patha l shoul& be define &,in; gn ocedures, sbown on equipment layout drawings, and olmacly anzked; our the flooc in' tire area where tha load. is to be hand 1ad. Deviations from. defined-load paths should require written alternative- ' ees approved. by the plant. safeer review: committee." l 7-

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Summerv of Licensee Statements 'and Conclusions ~ Aar. evaluation of quad Citiesr statios Units 1 and,2. has been pert'emad by the rtS ta'dowelch safeloe& pathe. S;--+Me-Iced paths have.been. w-.... provided for the drywett, and r==eene.vessertheads,. the dryse/ separator,c and. a ~. .e. l the spent. fuel comic 'These Iodpaths an& the locatice of spene fuel and a safetr-celated equipmene have besse idem +-+Ma+ and provided irt appropriate sketctres [5G 'Da the case of ott:ec =f ae=Tt===aam Iomde carried br the r==e-ene h and =.. wit 4'**T hoists, the safe load pettB hM heeS =0*"4 Med: a8 ^ besi tA43 . u. ........ e w; -. .. the abortest route,' mithout-tr. -m5 over spent fuel br the fust pools oc" s tha reactoc carity,. andf theilowest p -- "--F height free r+*t point to laydown. areme Ttria r=a"+e====*- ham been b- - _ --- -ud. into appropriate pcocedures, and ~ its implemma*=e+a= wtIL.ber undec the dir=a*f na of a_sf an*T==a, as dis-,== d i below - - '== Iced getta meetsiny Timis ,,.---M to safe Iced. paths for =+ e.it anaan Ionts is -- _- --_ d-since the reactoc b Td45 rei'aat iv flooc has.been. d==*det fbar alive Iced [of ISGGL.Itr/ftband the reactoc ha+T*+ay ' crane. -*=h =+=J=-failmse.e=te==iaMBr=a-hJach=4 -**,2a=4 *4 - APCSB 9--L. ~ ~ as 'adi-=** ize. the sca*f's.Safeer EsaInatiour h y E.s Docket Nos 50-254 and. y,s ........-n... y... . - '. -- ~. 50-165. d=*=4 Januarr.27',J 1977., r., Due tua the configuration an6 ttze m =har of:. Iced paths,. marking the paths. on the flow im generally not fessible, noc wou11 it. contribute to health and safety of plant personnel oc the ;@ Tim Crane opacators at quad Cities Staticer. move the hesvF Iceds shawat om DISS' (Sheet Z} under the direction of, an a weiate =4an=T=== whose responsibiIit:ieIs will be defined in a procedure ry currently berig; we+**=

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geocedures are being. revised to reflect ttris admintatrative requirement - The tienamee has stated that deviations from. load. h=adT 4ag procedures are [ reviewed and approved according to-station Technical 5;-~4#4e=*ians. i h Evaluation A review of the Licensee's response and. drawings indicates that the alternative methods of contrat t iv load. movement used. at the quad Cities-plant 1 are consistent with. the guidance ire NUREG-0612. Section 5'.I.1(1) - Menidin RessertirCenter - A hasse6Themunes assumme. s,, ~ ~ - ~ ~v,,,, -. - -, -, --,--,.n w, --w.--, .---------------------e-- -w.--.--

g t TER-C5506-386/387 Ttte Licensee has designated the-coactor vessel and. spent: fuel pool areas. 4 as centricted; areas for eze 9-tosse ="W t +=ry hook. Br Limiting Lifts witti the 7-tom hools-to 7 feet.im othan aseos, the.ie nm.m.can ensure that no damage r ,1 wi1I:occum ta oggniEmest loosted beLow the refueLingr fIcor., In addition, to j tire entent H+: wE the c==e+ar bnfidia$~cr.ane main hoist has-been found to .n c.. he s =ingi=Fafine., 4, r

• Phinry deh Tere' movement of the IQQ-toa spent fuel.casia. im ---+ rY controIIed br ogecatingi the coactor bui-TA4 aa crane in I

/ the r==erice=d. ande, wtaicts Ilates the canists teas. eL patta. to. a sp-+*+". controlled acom Titecefore.the ampa==n* of heest loads along; d=4 a==*=A safe loah packs can time c=An=Ffng CIcos meets tire intent of'NUEEGr4612.. ) . m l '". AL" = 3 -;-

• h safe Iced gattaa have not boom d=7+*=d-for tire second floor dila. crane tire nona fueE. + _ __

- stand fib. crane, the can copain floor . ~.. s at=**a-= iin, crane. ta= likr crane,;' and the Uttt,ts P.Jand freecene secwice r1-**=ne-acess cosecosbr tteese cranes:aceladeqpacelyww.r, -* or J "- r e s O, " I3m M.*+e=W.;.sede Im..:, ?.m,mepetiteIfbr'ttre derueLI. fir.st level a.

~

ge_- . u.u..... - .y;. m. ~;. : .m 7. monocaLIs' ace d=Ma==P br. et.te.,,.ptpra.i.c..ar,Io.c.atfo.rs:o.f. t..i,t.e 5;c.. 4.,. calls.-. ... ~ - ~. a n.: : y y.,h { y _.3..:-;g.- y y y.y y :: - ~ . n,.. ..u ' 12te enrPaiWh"Ffd'a"" "'===== are;fdan*+ Mad' br area'of coverage j m % +dh tire size ce ette' m 4, ette Iimited frequener of h="dti"g,. and the use oE '- --' 4'*+e" Ice 4A=ad?f ar g--- - t=-==,. controI'of Ioad movement is tire tuchine bai mv meets time intedt of'NUREGrG6II ~. . : : : a ...n =:.. - ALC =@ safe Ioad paths ace not ancked at the quad. Cities planc, the c 2. objective of providing a wtanar mit for operators is + --;r 4 =hed by having: Ioad h=adri a? supacwisons present witta g----- ".,wes to guide the crane z. m.. opacatocs In additice,, tire duties at tirese supeevisors/facement celative to-safe load h=aariaT w&II.iie cIsacIr d=Ffn=* im ha -duces cuccentLT being deveIcped; br tite :;icortsee ~ Station. T=-+= 4 a= t syie+-=* ions indicata that deviatidns from. load handling proceduces aEe reviewed and. appcoved by the plane safety reviam m e Conclusiorr Quad. Cities attits I. and. I comply ktte Guid=1ine 1. of NUREG-0611. 10 @,u Frenida Reneerd.t C. enter ~~m e ... -m .-,-_---_.-.-y, ~

• F

,6 gt .) Q TIIt C5506-346/387 l

y r" W=a m ne Praa da-es [GuMot in, r, wa

- _0612. Sectierr 5.I.lf 2) I Z.I.3 "frocedures.hmr,e be developed to covue. Ioad h=ad"a-operations for homer loads that are oc could, be hmadradr avec oc in proximity tcr irradiates thI.;oc' safer shutdoue equipment; :. Am a =+nian=- procedures j shouIA comen h==='r+nnir oE.those loads Listed in Table 3mL of NUEEE 0612 These g= -+es =hantre incIndes ideneiFir-=*-fr= of required equipment; i '=. a. ions and acceptance criteria required before movement oc. Ioadr the stage and scoger==rraar= to be ntt,==* iar h=adT +a? the loadr defining-that safe Esthr'and other-W-7 grecautiorre.=" ~, :r.=i. - : % i,:;u.- lm 4. m n,. t a. Summary of' r'f-== " statements and conclusions t Jn d=*=f T=<t Iist ce hoewy Iceda and e-:. " ees governing the h=ad7 4 ag of eacte Iced has been' suaa? +=

• by the Licensee,. whcr statest that these gs dures, eithee *==t "-Nos undes-d=== Tag===*; meet ttsin intent of Section. 5'.I ICZ) of NUERG-0612 aos generaZIr incInde==e*+amm sucks as equipment descrip*ia, purpose, a

.._u... ~= refacences,.- *=+*+=t maaf *fa== "ana aggrogriate e-:=d-or Ilmitations. 22. . AlthonWm'moelt of t$ee'Ioads.are;goumense by timg-,----yes. the Licensee notes

y..w ~ ~. - m t that.'aploads,,,miII.;bagyQnnd==',e genesic ya-'a geme* +e==. praa-d"*e $at

.c.r .. g ,. m. ....: : c.:.. .7 - :m is cuerently-being depeIngee am.m.reesti= oe the re.ies,oe =U ,.zz

Thi, procedure wiII.M4Me h=aMfng of Ioeder over spent. fuel int the fheL pools or owec ther opeer r==e*aw caster h fuaL is in. tire reactor unJ.ess. a WMe p-:-:

4ee has been wri.tteer dir=a*+a-oc p--=4 *** a - suctr action ~ n Evaluadorm -7m S. ~; c. .e The spee+Mr= gwees-identified by the r-te===== for load handling at the quad cities plant are consisteat: witts, the the requirements of Guideline 2. ane contoim tire infar=.m*4 a= =a--+*+* ire ttais gai line. 'v c Conclusicum Eoad h==4r eng. g.:_7_ =,em at quad Cities station are aa==i stentr witit th14_ Am1 ( ng L

2. 1.6 Crane Operator Training [ Guideline I, NUEEG-0612,- Section 5.1.l(3)]

" Crane operators should. be trained,'qn=T 4 Med and. conduct themselves in l accordance wittu Chaptec 2)-3. of ANEI B3(1.Z-IS7F ' Overhead and Gantry Cranes.' (10T *' 11 Uuuu Manidn Research Caneer l A muummetTheMuseMemme. l l ~,

.=. - )* ) I. g' M506-386/3ST ~~ m Summary-of Licensee Statements and-Cortclusions ,Ttte Licensee. states tirat quad Cities Station does compIy-witte. Ausr p.. - ~.a 534.26 1975. ut.tts. coopect tar operator er=4 ai5, cat i N a=*4 an, and, conduct * . '... ^ :.-- . -. n. ), ~ r:t.:

o.m;-, -..3:v.... -.4. u,. 7, ts h eione n +. 4 % n,2,;

e.g.S,.g L: , quad. Cities statica

*+=M

the criteeim of Gub' 14 am 3. ca. the basis oE the rie====='s vocification: ttset ne %;. ions are taken. ta the gn4 amt inos of ...-e 4 c.s. 2...c.e ;. e.. c.. Amar 330.Z-1975. , g _#.......,.,. [. 3.. '..., y .r. c, cannernmenn-.- . :,e ::. ;.,. ~ n m. .. _ e Qped.Citims*m-=*f am aa-.ri wgtts, gr+ a T iam T. /-. ; :.::.: y 2.i.. : ~ 4~- +.:V u M. n...,;.. w, - 2..I.5 E. - F cif*h Dewices [?'f a r4 ne 4,. wrroerr-0612. Section 5.1.If 411 .n.. y -creewe ..r ,-dowices etson I& satime5'lth*'"M =?i - -- M.! ANSE N14.6-lS79, s .u. -' *standere fac.*M=P Lifting Destoom foe *r4=47 Containers Weigtring I5M Douada,(4500 Icg)'cor More fce'Mue:Eeer #=*=='*M (Ill. ' T!Lis. / -e. s*===hr* ahrut?* aggIr thz atr==- +=r-r+ **+v devices: wtsicie. car::r treevy . Iceds in areas as <'=Ma=* ahose. Ese operating plants cactain ~ 4 =- ; - "a== andImed tests may be = W is lieu. of. certain matecial cegairements iam time =*=ad==* Ist additfoer, ette strees design faceae =*=e=a is. Mmeef am 3 ? T r og aggr. 514.6i should be based on the comisined. seminum =*=*4er and dynamic: Iceds ttzat could be impacted; on tire h=adT i=~ depics h===* our cetacactac4 =*ie= of the crane wisictr will be usesi T* tis,is in lient of tite guidatine its Section. 3..Z.L.I of AM8r N16.6 wiricts bac s the strese design faceae om ostly tire weight (static Ioad) of tire Iced as, of ttser ini . ing: components of the==--4.r h=aariav device."- ..w..~.,. .....v a. Summacy-of ri- --n Statements and WT"*4ans l i j T!re riem==me states tirat.aII i 4 e+-4ae devicer wecer designed-accoctiing to-1 industriar senadmede using: good engineecing gractices In addition,. load. tests have beert performed on tire following lifting devices to the weights specifiede 121 cons (1294 of load) L coactoc head,strongbacts. 2 acriature separatoc bools, bom - 129. tons. (180% of load) ~ I dryer /separatoc lifting. cig - 130. tons (205% of load). M M l .Uidu frrenlaun RaseerettCanear-A chammeesTheaumesemmen. l l -.-,-n-

.J) t. g TIEN:5506-186/3&T . The reactor head strongback and the e separator hoolc bom comply .with. ANEL N14.G-1978, Section.1.2.1. Stress higm safety factors of I' for mini =n= yieLi strengttr. andL5 for "T*4==te steengtte were used in theim design.~ Furthec. WA+5 and en= Hay comply witir ABSr N14.6-lS78 ; , rear. the dryer /seperstar rifting c'Tg'Mthe Licensee states etzae the ~T~*T=ced value of ther ratie of. ultimmte strengtit tan rated Ioad is greatec than 5' for mLI. r-pa===*= edcept foe.the.weId of the lug to the NE a 25 beam, whfdm im 4.Sr. Ttte cele =1=*=a value oE,the racia of yield avec the rated load is above 3. for aLL:ccaponents.encept.fac the weld of the lug to the NE z 25. 4 beam. (value.Z.E.TI and, the wel& of the.Iug to the hooit bom (value 1.6) QuakCitieS PPeS Comply wittb Wa* S, " Acceptance TMstings. haniggtenanch gad hamIranF8 of' f'P='*+"'=4 f*kif =""*P' witfr some -- ,2 I n"J. IK u.t Commonwealttr. Ediso'n's1-( V the Wahh Iced *--*+aa of the s T + **+5.dev' ices 2::L 151It of tirer===+=== Iom&.is not e - %.r nor warranted, ftime M. E _ 5 Addi>+nremTTY,the Iogistics and as7.inWa . r.:. - -.., g, p,,, q,g y,,.., _.., ' ~ of moving.heav7 test;IcedS-1222 tftEceactor br,4Th4"* 252 meenmuhr.dat-a, ggggg pae+ad4 - Ioast - 2 r ' are A+##+"'*TM^.' di.'.. [ I i.- .j Irioc t3 the use of 7 mTTy dwig ted' T4F*f ne ammmahTias, g* igg 31, 4 inspectio!L will, be ywn.w and CectSim critical and meemasihIa. pagts og members sucts. as hooks and pins wi1L underge nondestructive arm =f"= tion (NCT4 at appropriate time inheevals. Irr CommonwenLett' atison's fudgment, the risuaL inspeccion and. Limites'NDE; are adequate to detect potencial F=ii"res. However. =he=Ta am incid&ne occuc in wiricts a y.t lifting device is ovariamdad,. damaged,. oc distorted, arr engineecing; assessment wi1L be performed. Inis assessment wi1L address ANSr NIA.E and will include considecatiort of the Ioad, test.up to the original procurement Ioad test value oc 150%, whichevee is Iess The requirement ta pecform this assessmentwi1L'be incorporated into plane prae =dures. I l b. Evaluation InformatioR. provided br the Licensee indicates that stress design factors,. w=1_ ding processes, and coatings are consistent. with the intent of runkiin Reneerch Canter Anames dTheMummehemme.

~ ~ l I TER C5506-386/3&T i l l AlsEK N14.6-D75 'for the cancear* head strengt'ack, tire moisture separator hooit l bor, and tho' dryer / separator ie **45 ::ig,,, y... =, aLL T i **+- devices in use l at quad M*4== Station; have been. load. *=ae=nt te weigtsts substantially in.- escoes of. the sezimum Ioad currentIr Littei andt therefore meet the intent of AMER M14.5-1975 guid=$== for acceptance Ioad testing i 1 - .r a . The LicenseeE alsos states tirat current p _-:- *=' es meee the intent of i ' The nicensee taises

.lon ta peciodic

saa+-4a= 5 witts. acee i--- t --- + o'g"raad*b-+d Itdis note 4 titat ANSE1814.5-L97E provident p- .Pr= ALP =en=*fwes to ger todicrIced tests if as i=4 ** =7 acceptance load. test.has been --*+ r- _ ---it

r --- '- tire ownec mar opt tar perform am===" r (or Ws dependinng as frequence of. usek series of ing--*ia== im meraer+=ne= witir 5.2.I(Z[of t'

tre AlsSE standard. Ttris testing shall

+n,-Tnd "timeomioneE. testingh wisuac. ' =;-- h and naad==tructive "7 of - .m maior aheqing weIdst amicrt **At aream.i De etnis e=a-e% time tie==-. r .. c;. .has proposee pae"a'-===r== of w+=nat +a-a-~*4a== yti=+ted MDE grior to' eactr a. -.. e... : er= zuse of~ttre.tre*A-devicee~and imet, tire ogimion taatr. =w*. am. + a---*i-cm - g.' s a i . grngrant is adequate ter detece.gotentiar. estruce N=+d-e+at the t - =-Ms,

========at.tirat.the currente + =- +J--i-geogras is adequare, the degree of load h=aar+aa reliabiIity necessary to==*f mer periodic L==;+_i. ion. requirements of Secciart 5 has beesc==ef =f+md.. sowever, since onip..liatted: NDE is currently parfar==4 it is r=aa===ad-d' tirae tire Licensee revise tire requirements for d4====+= =t and nondestructive *==*4 a-of these lifting devices and ensure that Ioad bearing: welds are nondestructivelr wwa=+aed at an interval consistent witte ttrat r-a-f*=d' for safetT-s*T=*='* Component supports _ l ree ttre r===f =f ag-rie==- exceptiorr,. the commitmene tcr assess potential damage tcr the Lifting-device and. tcs determine the need for art-overload, test exz a-weigtre substantia 1Lr im excess of the rated capacity is consisterre witte the intent.oE the Aust semadaed-i c Conclusion-ant Recommendatica quad. Cities Station aa--1 t es-witte GuidaLine 4 9 l. 9 _L a,, ~_

O .) 4:s TEE-C5506-386/3&7 Z.I.6r rtFHarr Devicae (Not-Specf ity Designed) [ Guideline 5,. NUREG-0612, sectiort 5'.I.1(S)] r+

• Mas.deeicos that are not spar'=Tri desig=ed sWT *' be insem? T eri and used ira.ar -errr*=ne= witte the. g"f a.rf nes of ANSI B3a.9-1171, ' Slings" (~12r, Bowever, in =?=,-*+ nan the propec sling, the load, used; sho"' + he the sunr. -

of the. **=H-and==w4== dynamic Ioad. The-catins 4 d="-'"4 ed on the sling; ahanint ber int e=r== of the ' static load' which-produces the marf-rm static! and dynamic Ioad Whece this cost =icts sIings ec:r use om only. certairs cranam,. tire =f 4ar =ha"M bea r-imarTr marked.ar-to che cranea with. wtzicte.ther. mar be used " y i c 9-=-v of Lican==e Statements and Conb.usions a. The Licensee states that liftibg devices were designed acceeding to industrial standards nef ner good eng+n %;,'pcactices. Proceducer for the use, maine =nane=, and, stocage of' = Tim and e..wr==_ au quad Cities Station are-s =..::. : - _

a ____ g v q..

being developed im me**c'+==r = witta ANSr. 510.J.9-IS'7I." The slings-used-at tne g r-quad Cities Station acer selectedr its meenertant = w2.tts AudE S30. 9-157I. These A c. : P, y; ; ; y ; y,. p. . slings aces not- =+=* ut.ttrea 15h dymusic. ra=*+as=margiz:r howevec, the cranes on. +- ..4 J.

u.;

,; % ;, r* w:...."~:. ~ - .>c w wh4 ch. these ar*aa-are used. havew 1 TT=enr thati provida *-* Iife and Iow. .. -. c.. x. 2.,. ::- speed duciag the stact:oE:the lift ha'm any facting effecc. It is the ricans=.'s on4 =+aa'_ that =ri na= and. r-sht== that are man"*=- ed irr accordance witir. ANSI H3a.9m have a builthim 3ab dynamic Ioed facto = Due tes the celativelr higte speed.of_ the Unit L tuchina b"+tddag crane an=+ t 4 =ey hoist:: (9r feet pec minnee) the Licensee scates that the operati.ng pc~- dare is. beingr revised: to incorporate a limitatierr. on the selectictr of slings A safetr factor of Z-wiIL be used is.sIing selectiert to. =er==ad=ce. the dynamicIoads impacted by-this hoist. b Evaluation l Sling: ins *=TT=*4are and, use at quad. Cities Uni.ts L anci,I substantially i meet ene intent of NUREG-GG12; on. tha h==4 e of the Licensee's verification that proceducee and. practices comply-witfL ANSI B30.9-1971. NUREG-0611 coquires additional considerations te acen==ntimes contine y dynamic loads. so that the design margin of safety is not reduced. by the N FrarJdirrReneerdtCenter A CheemdThePhumme humamp i n

( (' .,3 4 I TEB-C5506-386/387 stresses 'fhvolved witta normat Ioad 'mosement. Witts one exceptiocr, the dynamic Iceds generatee nr crane. an a.i.t. a= 2 aa.ci.hte. Seati are ee.conahtr smaLI. percentages, of ttier overaLL static: Ices and thocefore may be disregarded ....,.u - - ..-r whom.umbay med eclecting =1i'--

The

.- a: !a= noted in'the utgit I. turbine h=+ NT'eraner =a-+P'=-r-hetime,_wisicta. ham, a vecticaL hoise speed of 92 feet v~ m :.-. ; v.: .c. The.1 e====='s pec nia:*== (fgut. and a cocresponding; 4 & aIIoumae* of' 469 r

p..-:-_iactions, ta use.a slingr catech at tanice the static weight of the Icad, wiIL ad r.elr account for tisis =neM'4aamr Ioad due to 4 - te forces.

- me.,:.. r - - - Carinevi h and h neiass-~ m.w s : n. v.y + Gpad Cities Units E and Z colugir wittr. m,ea.r +

5. of NUMEG-0612.

R

~-.

a, : _..z.. -._ w _ ~ ) 3.;,.ic ;.,, m.. ,9,

s. :-(;-w c;.

I.l.T ' Cranes- (E--J.1wer,. T==*4 aa and Maintenance) { Guideline 5, NUREG-0612, - Sectiour 5M (6)1 ... n. o a m.. -j +.-... c.:zi7bi;/.mi n 2, l.:Dj.;4..' , "See crane ehrerA be *- 8 4 tested. anst amiatained in acomcdance wittr m_g:J'- 2-Z oE AMSC EttiZ-IFTSV 'owestined andt Gantry Cranes,* wi.ttr. the. ~ J#4 temen' M f= 7 !a== sinouIA be =--- %- --- getor to use - ___:t ~ [whace it; is,not: t.-==-*+~r ~ tcm meet tire fresP5aan-4== of ANSI B33.I foc' ~ 'ge* <- 8 = =___ :a= amE tese.'oc wisere frespaener oft crane use is less thass. the --- -+Ma* 41- ; _ ^ !a - and tese frequency (e.g J ttia golar ' crane inside a aWat containment nor oair be used esecy 12. to 15 months da-4==- e.a. t # n - og=e= 4 a== ask is g===. rTy not===a===4hi m d**e4== gamec ogecar-timer.. AMSr B3G.2,howesear calls for cactain inspections to be pecfoceed daily oc monttrir. - Ier sudr cranen ha%Ilmitet usager tire ines tions,

• prior. to. theim use)
• tese, and amineaamae= should be ;

? a. Summerw of Licensee Statements and' Conclusions- - The rf,-===== states tirat tire Quadcities standard foe the testing, 'a-a#an,. and maintenance of csechoedi cranes, CMS 10E-2', was based orr and does, congir wittt ANSI BIT.1-LS76r. . b._ rreinatierr-The :.icensee satisfies the critecia of tiris g"+d=1 ine-on the basis. that. crane inspWarr,. t==*4aa, and:==ineenance programs at Quad Cities Statiotr comply witte ANSI. 530.1-1976. gl d.untFrankiirr Reseerdt Center-4 m e e n.numa.

f-0... ,3 TER-C55G6-386/387 ~~ ~ I e.; < a,t. 4an .- g j ~

- u -

quad Cities S*=*fa-Units I and 2 comply wLth mrid Tine 6' 3:-..; ,..~ l ~ Crane Desiam fe "f deline 7, NURElG-06II,. Section T.I.If77I l 1.14 .~ '+ h1= critacia and "The crane sh,.,T+ be desigreedt en meet. the v ' -- .a=+4 rt-of Chaptec 2eL of JuBSC B10:.2rISTE,. 'Owechead and Gantry r r====,.' and of Clanar7G,, 'S --+ +4a=*4aae for Electric Osechend Traveling a im AMSE B3G.2. oc Cage-7G Cranes

• CI2L.; Am. arherramHwam to a T+F4-=*4a=-

~ fir- ~ -ar 4 =~ =. if the intent of the may be accepted.in: Iles of 5;- - e e4 +~ is wtmeima = - - = _ - a - - R.s.. a r..,p z..-.,;

t.

n.., v. Summary of nicensee statements and Conclusions. a. ~ -' 0.- Ar;?,v q p u 3: Ttte r.ioenaam sences theer, ttre ev-==== t. sed. at quad <*+ *i-Statiort weee r

=J -

^ toi Sergent and Lundr :---*+*+e-=*a=. x= wtaicts. wees. based upon specift-( 4 e,s-- .u., cations of the anecicas Institute of Steel-'-- ei a=, the Electric: Orochead ..~ - a -+., =.:.:me..L..;. :... r.,,~...- e named Crane Institute,. Dac - (EQCIP [ISI Asad USES' Safstr Cnda BIE.I.G-IS6.T .. e.: r : 2...~. - m ~. -.,. e.. . upoir. a... H =aw-betMeese actuaE'designR=:--***a a 4Windethose.of CasAF70v,. - .g .a.. = i...;- ....~..v. ..a.. - ther Licensee states titaar the quast*f ef= ;grocucement r --+ F+-atiotr meecs the f nenne-og CMKarts_t=-+*4e-M Pfmeences idertH*f a+ by the Licensee include 3:,.r . m.,.. .,.:tete EQCI-4I and procurement W**-=*taae require a design l the 'aTT=ta j r force equal. ta iSho2 ttre rated W-c.itr of the crane, while CMAA-70 specifies ~ that the impact Ioad be Q*.5W oc the Ioad times the hoist speed (in: 2 pal and neithee less thaan.154 noe greatec than. 50tr of the rated capacitYr 'thecofore r s

v.. :.

quad Cities cranes have beest geocured to a critacion.wtricts conforms ta the. ~ seqpirements of C3RRAr70 fbt a hoist spees of less than 30 fpe. -~ ~ s s quadt Cities sa--+=t Bogott 16 [141.,. "Reactoc 'a+1d4 as Crane and: Chak Yoke Aaaeshly Modifia=*iaa,.* submittect under AEC Dockets SE-254, and 50-165' (November E.1174),. indicates that. *hIL crane pacts. shalL equal oc duceed d==ian critecia as esemhriched by CIIRn 5;- U-Fre;*4aa-70 and, shalL be compatible with (and as the requirenserts of the Occupae4 aa=T _ Safety and Realttr. JW:t of.1970 amended. in-1971),. as well as ANSI. 33G.2.0.? In: adMeton, a. detailed compacisoir of the turbine building crane has been. Results of this-compacison prepared witte the added requirements of CMRA-70 are contained-in the following paragraphs. - i AMuussef1te Maman summe. 1 d>

A.' t: t TER-C5506,-386/3&T C3RRA,-7EMActicle 1.3.Z41.I.3 coquires than cz'ana w tm1T'- _hae. I., design e= tart =*4a== i n'*tud== as iM =TTama=ar-oE $.5h of the load pec foot s... pec minute of hoist speed, but not less tham'156. EG:r-4I===~4 Fies only s l

4=4=== mrran==ae= of 15%.. ChaseqpentII, foc c. canes wittr. hoist speeds in, emeess of 3a fge7tENI -hr egag the impact tt====e

===1'=* undec EOC254L will be Issai'thait that e= :=4eed br C3 Ear.7%.. T! tis veciatica is not . cranes suhiace to ttsis cowtem since espected to be of a===q===e= for osacha=re-- these cran =ar, im'generaE, operate witic hoisa speeds below 30 fga. The Q,uad ~ m .; y.. Cities Utsic I' tuctnine ha'i Tdiarp crane has'a asia hoist speed of 5 fgm and. =~4"--r hoist speed of 92. fger. time UtsitZ Mirhina ba+Td4=~ crane has a main hoise speed oE 5 fgm and as +re..r hoist speed of 15 fpur. Further, -.e.-....._..._.. =r*w,-P ttre =~4 7 4 ="Y hoise speeds ac6. greatee tiram c=ea===adad C30tA-70"- - .~,3-i. ace wi+.*.in the values. their, c= =- -.- Eve. 4 =-=~*- =rrn =.= values' (4&% LTT) ~-....u... .m :....,... ame=ge.hr= C3mRr-7(A ingest =YTr===new cange (IEENtur SGS) %, y --y p!.a..o.m y.; qggg u._. . C3Sar7 %..ArticIe'I.3 y r t coquires,that twisexag - 2 T--

• h.

,m. y a =a===*=-dum.tsz ov=ek==~'a= Ioads endLlateca.r forces mMny eccentric. ta the ' ~ m - .3 m y. s..r... 4. n j hoc +=nne=L neutraLJamts og a 2' ad-- ha -=1 -"..Y =tedion. the basis of the di =eance 1.. between tirere==*=r'os gsapity of ths load. oc. force center Line,. and: the ~ girder-stream center =gannees aar==T ta the force vectoe. EccI-6L states ttsat sucts somenta ace tca be'e=ra*T=ted wittt reference to girdec contae of gearity. For girder sections symmittricar about sects principal central axis (e.g., box i sme*+a= or I-been girdecs commonIr used im cranes subject to this review), the sheec contec eMr=4d== wittr. the centroid of 3:e girden section and. tirece is acr-differencer between tire tua coqpicements Sucts is not tire case for nonsymmet-cicaL girder sections (e.g:., dzonnels). T!re strees centec coincides with tire centroid: ofEttre girdec section foe the Michine buiIdfag cranear tirecefore,. the girder sections ace symmetcicaL I.;. EonsitudinaL stiffeners. ' CMAA-70',. Article 3.3.3.L specifies (1) the ,ar*=mm alIowahler wetz.depttr/ttrickness (tr/t) catio for box girdecs using- ~ Longinutinar stiffeners and. (2) coquicements concerning ttre location and minimur moment of ineccia fac sucte stiffenees Ea:I-4L allows the use of longitudinal stiffeners. but provides no; simil',c guidance. Iangi*ndin=1 stiffeneer in use conenr= to the requirements of C3SA-70,, Article 3.1.1.1.1,. ig_. u 2 Manhiin Researcfr Center-A hnungd>TleMussantueuse.

p t. I TER-C5506-386/387 .~ and the allowthin tr/t ratios ire bos girders using; the stiffeners do not exceed. the ratios specified:.in CMEA-70" 4. AIIonable compressive stress. CHAA-73",. Article I.3.1.1.3 ideo *4 74 = aIIowahle comycessive st' esses-to be approximately Scb of yield strengtta of ~ r the caen===ad-rb.hi. ural==8== f =L (A-36F for girders, where the ratio of the distance betweert wehr plates car the *+r+eir==== of the toy cowee plate (b/c-ratiok;is Isom timmer or equaI. tm IL 271

• t=. congressive stresses decrease T f amarTy Sor b/c ratios.im excess of 38 - ECCI-6L groeides & miniT=r method fac -r-,1= ting. =rt, ht congressive stresses except that the allowable

? r 500'of yieId only aftec the b/c ratio stress decreases frone v;,I.5-Y Consegnantig,, structural memoers witte b/c ratios in, the general

=-==d

41 .f., range of Iakta 52. designed under ECCI-6I. wi1L allots a slightly higher - - - - -~ .._...2. compreemese stress than thoem designed: undee Casub-70: Ttre b/c car.ios for the .r ...... ap ;.,

2.... : _ ;.:..

turbine h W+y cranes' are 21.E (Utsite 23 and 17.5 (. Unit. I}. aos are therefore Q ',,, & '~y f :.~'s f:i yy.. ;;ri.:;u.g M.e. :-6 eis. Uii'3:.(INlEi..W,,.-. die'I.IJM.. - 5A .. provides 5. Furtiene consIdara CMaar.7G.^Arci <. :...., e t .c subs *==*+.r +4=a-- witta respect ter fatigue failure by indicating; allowanle m.. stress ranges foe various str'w*a-=t===rsars in joines undee repeated loads. ECCI-6I. does not address fatigue FM ture ratigue F=+Ture was ennafdared in the destgtr ?S-a=+v twem cycles. gee Iifte E-lifts of greater tiram 50% of ~ rated capaci.ty pee year, and'a 40'-year ~ life gives asr estimated 64a lifts per lifetime, wtricts is muich. Ioss tirare that aIIowed by CMAa,-73~ (20.,006 cycles). 6 _ Hoise rose requirements CMEA-70 c Article 6.2.L requires that the . ~~4tr Ioad.g,lus the bottoss trItcis divided by the number of parts of rope not exceed 209 of the pahti-hed rope breaking strength. ECCI-dr requires that tire rated <---4 *r load divided by the numbec of pares, of rope not exceed 20% of ttie published rope breaking: st. ,,i.a. For the Curit L, turbine building crane,. l ratios foc the main and an,4r4 =ey-hoists are 18.8% and 15.2tr for tire Urrit 1 l turnine ba+t 4ihcrane,. ration for the main and an,4 r4 =rr hoists are 21.14 and. 21.3k and are considered to be a .yi lile T Deus desierr.' CHAA-70,. Article 4.6.1 requires that the drust be designed. ta withstand combined crushing and bending loads. ECCI-61 requires. -L9-Ul Manider Reseech Centar-A h efteMesume m

.,, l e' s., = s = l TIRK:5506-386/387 onir ttaat. the drum be designed en withstand==winu== load. b=d4 5 and censhing The .f r-en==e states loads with. no stipulatiour tirat these loads be combined. r that em IsogLtt>tc>d4===re ratie of t:hese configurations is lesa. thast that whicta requires time drum tcz be e maidared am as been im baad45 %K. S. Deus desica. CMA&e7G, ArticIe 4.4 T provides emen===nd=* drum groove deptta and pitett. EDCI-6L provides ac efaire gnf d=e=. fee the eurMn= *'t A+- crane, drum groose deptiza are equal to a.p.ive rope diamatacs. ' Groove gitutt has a =*n4=== value of I/8r-inch. gius the rope diameter.. Thesefore, drum groove deptta and pitela conform tcz.CMRA-73. -.~:..v. 9. Gese desierr CMRar-73,, Ac*4-Te 4.1 requires that gearing, hocsepower m rating be besett one cectairr Americart Geer Manufacturers Associatiort Standards l ~ a. -. anct gearides a method for de*=r=+=4 y =rt%i e horsepower GE motors and.GE y=wsp=am Drive ansk Ctzstsols were ----4 84 a for tire quad Cities cranes 12 - Bridae ocaso desier ' CMarr-73,. Article 4..T.2.1 requa.ces that bridge He*==. foc = canes ut.tta catz control.and,the catr are the trollerr be cated at .g

a..

laest: 754 cc hei^:- motor torque E:2:r-6I. coquires a brake ~+-47 of Eat at r . 7: : bridge motor tocque foi af =+1=r wif._" ations. Cab-ort-trolley control was not used ore these cranes. ~ 11... Hoist brake desigrr. CMAar-70 Article 4.7.4.1 requires that hoist hald4 y heaker, whom used: mitit a method.of control braking othee thast e=ie=7, have torque catinge, aca less, tham 1255 of the hotat motor tocque. ECCI-6L requires a hoist holding brake torque rating of no less than 100% of ee. hoise moto, e,que.ie t.ega,d. to. em type oe controt brane employee. The: mais and ausiliary" hoists have power braking and two holding braker Ttre brakes provided are DC magnetr operated electric shoe-type brakes. with. a

===imum torque cating of 2004 of motor torque. In addition eddy current e brakes are providecL II Buscers and sto=s CMAA-77,' Ac~ir-la 4.12. provides sunstantial guidance fer the design and ins *=riatiost of beidge and trolley bumpers and stops for cranes, whickt operate near the ends of bridge and. teolley travel. No similar guidance is provided ist ECCI-61. Spring.bumpecs effective for botit l l s -2 0~- @.b Franklin Rosmarch Center-A osamea6The human buens-

N506--386/387 directions of-temvel are peowided on. the outboard. ends of the bridge trucks. l Ctane runwar stops witit fouc spring-type troI1er bumpers are mounted ort cunway ~. girdecs at the ends,of the cunwar calls. 4 -~ ~.: C9mA-77, Article 5.4,.6 prohides substancial

13. Statice control systems gnid=nn e for the use<oe =*=*fr control systems. ECCI-6L provides gi_sid= ace for magnetic control'systama onIr : GE;.na=--. _ _f Control Systems were specified for

. - g,_....,.. u,.... use 14 _ Restare wr& r Casuir.72, Acibi Ie E.G.Z coquires that cranes not ~ 's ..e -Tr+M witis.sycing ceturm u..rY=e= or momentary contact puste buttons be provided. with a device ttree wilI <**=aa===et mII motors upon power fai.T,uce and. wiLL not parait. anr antac tcs be restarted unHr the controller handle is .':..,.,Momentarr pn=+ %**aa= are used ort the a=ad=at brougtst. to the OEr ::a=+*4 aa - l correcoL system. 3 I 7.' Ci >. 'i tda :i$ ..g..l '- ,.c.u..e.c.

h. Ew=IuaNE'# *' 2h#" C2C M5?N ~ Cl-D ' r

~.c .. u: ,i.v :..:.=.,. x ;. p.;,,_'; .~ ..,.... L,.. ; The esector Widiv craneo ac quadcities attits I and I meet the intent of M4r= 5.I.I(71, of IEZEEErO6II based on. a review of tire design date . u.. _r__ provided' in References T and 14 ~ The turbine bu+rding cranes at quadCities Units L and I substanef m1Tr satisfr the cricaria of: m*4d=1 +ae T our the basis of procurement tcr ECCI-6L and other industry =*=r-terds of that ;-e4~+. In. addition, che Licensee has documented m += ace with. II of I4 differences noted betweerr Cama-7E and. r EOCI-6I, and' has demonstrated adequacy of design for the ttreee ceasining items. Tttecefore, althougic noti tre varhae+= "a-ar + =ae witir Cama,-7E,. the desigte of the turbine bu+ ra+5 cranes currentLr ist use at quad. Cities Units. L I an&1 growide a degree oc load h=adt+ag==1inhility consistent witte de intenc of m*4datfae 7.. l c Conclusiorr. ~ l Quad. Cities Statiort ea-ar les witix. Guideline. 7. W 6 @JdU 19enidrrReneerch Center AObesenofTheMamana m

7_. .' 4:r tir n a ~ ' =, ~ ten C5506-386/3&T i i I I r g_ - 2.Z DrEIEDE 9erTmM"Tmr waartner .h ~. a ...:. :i;.. t . Ttte uu:: has==*=hti=hadr aim intesim ;-e ^- M maammares to be i==r --- ted. 2, ~ gg -g da'_" fanclagg p nTame g gg gm manahrm mannaranear tiggt ggo g. heesy Ioads wil.Lbe handtma over the spent fuelf goat amk titat. measures exist to eeduce.the potentiarfoc' accidental lomk droge> tsa, impact om fuel in ttie. core oc spent theI. poor Rnaarof the stac intecia measures of ette ceport consime of maia.rine I, safer romsk maattes m=4 d=1 laa Z. Coad. Bandling Proceducess. meid=PInm 3, ggggg gggggggg gggigiggg agg mzidefInm $, Cgangs (I'-----**a=, Testing aos mine====e=P.f Ttte tua 4 ---+=tae intecia measures i .g,

-M.:...;e.,..,

cosec tite thILasing acitestar L1;n 3 mameT Iced tactinicat specifications' '. - ,2 _ my u..ap :. ww. 3 g._ ..u,, _. Z ;._ W =r cowise Ebr<hemer Ioads h=adrad over the core. .:)J _. _ 7:%.c, 9:.: ^ - -l 7. r s+r ^ = fa= anst tire ev=TumPf an of these " Ttte status of..the r fenne e ..v. ~ v - "ase gemaattegg' ggg armempfwadB igg ggg mes- - M ng* p g cf.thig igggig -~ .9;.,. i c.. x.:z,... . ?

==es-+nw. y ;;. tc..+ 4;.:,u.., g,. g.~.,,. N- ~.2 g _~ v s, w- - y..- r c7 .; t :.. % : : n'.' ' * ' *;) >R( -{ i, g_. ' ~, .s.. I.Z.I T= *aical Sa--+f'ications (Intecie Protectiotr Measure-I, NUREG-0617,.

• -a*4a-5.31L)I'

.~ " Licenses for aU. o---- #"a-caectors not hasimp a single-failuce-proof overheadi czane isc tite thei storage peoL area should' he revised to ineinda-m - --+ *4 a=a-+a= comparahre ter Standmed T==*.4 a.r 3 ,4 e4,.gigg 3,g.,7, . 'Ctano Travel - Spent. Itset Storage pool wma,* for 9%K's and.SPandard T'==**4 ami *==~4 *+a=tions I 9 66.2' ' Crane Traver," for Sita.'s,. to. prohible-handrtng of heavy Ioads ovec fuel in the storage goal uneil implemente tiour of momeures wiricts' setimey tire g=4a.r+ r of Secticar 5.1.* - e

====rv-of ticensee Statenerres and conclusions w. . c The Lir====e has stated tirat the reactoc building crana'~s main hooic. is, i single-d'ai nree-pcoef. Dr addition., Station T= ***a=t Specification 3.13/ 4.101-Station I states refnaT *ng: and spent fuel casic handt ing coquiremente. .r.aintenance proceduces pcchibit =ovement of heavy Ioads cise ths spent funi storage pools oc the opeer reactor cavity except under special procedures, that have beert reviewed and approved; by a. designated; onsite committee. ~2%r-g u Munklirt-ReseerettC.a.n.ter 4 en--e n.e.se. .-------------.,,-.,e---w-- e,-.. ww-,-,--.-._,,.w,, ,..,m. ,,e ,,,-,,,m

TII>C55Gb384/387 Q'.. :. '; = a.. .. v. - o. . Quad.r*+ **== Station. sa*f mM== 1I:h'e requirements of Intecist Pro *=a*i= .-..u..., ~ m. s Momeure L h====== the-reactor ha+m a-crane,is. single *=41 neW. ' In ~~ addition, the fier'Marea* 1m a. restricted: aree for-the reactoe haiWag .. - ; := w.. .. ~ . 7 :u :.m --- -, - crane's. 9 toes = *wf t 4acy hoolE, titictL is not. *i="1 -fatTtoeg.groof. -..~ ;* ?~~.- : :..:_ : :.... a: C. Can"*I_"*i" ? ... -.~; % 2,h ev1-y.;.. :- .f __i" MSSSure 1. e . Quad ClLties **=k4 am M..,,... :=Spitta. Inear er ra w-- - . m..y r, ~i ? '.nd.hn.:::;.- .n..u. W=imerative Controls IIntecis Pro *=r *iorr Measures 2, 7, 4, and 5, I.Z.Z. w2=e-e61Z,.

• ='-*4 a-5 1(Z1 -E.I( 5 ) 1 "EcoceduraL or ad=fedmer=*f==> mesmares. [ta-t narra-safe Imed paths, load.

k.-at+n.p g _ - - - - crane operator, *= =' ai a,'and crane. in=;-a*iaal... com be. _. . N*--^ im'a ahnarte time. geriod and need not be delayed for r-*+a-. og===Tn=*4an 'and =a** Me=tions to satisfy the g=id=7 4-ad

• ="*+<== 5.I. of. NGIZF.*l ' O ' F X

~ ..:.m.$1;g i.5),' ., k ,. [. ;,. .,, ],, a Summew of r' - ~ " Statements and Conclusions ( summaries of tie===== =*=e====ts and < aa,.rn=4a== are contained in d+ =en==+a== of the r -g_ ive generar gnid=T iaes in Secef ane I.L.1, I.I.1r Z.I.4,.and.Z.I.7. tr Evaluationsr Conci=4ans,. and Recommendations Ev=1nme+an=c concideia-S and raea===admeian= are contained in: discussions ce the re ;--*ive general gaia-rf aes in sections Z.I.1,1.I.I, I.I.4,. and Z.I 7 Z.Z.1 Srerimt' Reviews for' L 1 Loads Over the Core [ Interim Protectiorr Measure 6, *T="2-0612, Section 5.1(111 =37.,+=t attentiosa. shou 1& be giverr tor pecicedures,. equigaenh and. personnel for ther handling of heavy loads over tha core, such. as vessel incarnal a oc vesseI. insp=a*i-tools This special reviets should include the following for these loadse (1): review of procedures for installation of rigging; oc lifting devices and movement of-the load ter assure that suMielene detail is provided: and that. instructions. are clear and. 0 Munidire Reseen:h Center AOmmusetThe Muumeteamme.

c, - Tza-C5506-386/387 mm-+ mar (2). visual in=r+:tians of Ioad; bearing components of c anes,

Mag =, and. speciaL m* 4 agr devices tar MaaH *T fIaws oc defie+--+

the cou2KIsadi tzs failucaog the m=pnaener. (I} appropriate repair and t: of defective componentar andt (4) vecify that the crane ceaf = opacatocs have boem'm z-trained, and. are N4i '=" witit W Mr-r of grocedures used, in, h=dt i v.these. Iceds,' e.gr., hand;. signals, coadnt-+- -- opacations, ana em og grocedussa."- ... -+ iy. y.....- Summar-r oc Licensee Statements, and. Conclusions a 23e.r-f e-namae has. stated that a sy+=t cerises ce procedures, equipmence et. R ;. *., * :.;* s-- -~ and geesonneI. f,oc h=adr+ner of hee'Z Iceds'oirec 'the core has been: m1_ated The casults of this W=t rootew ace beimy i=at need . c. _ _._-: 3 y ;,r g.

• 7. g L.

h rraluatierr and cbncInsicrr_ <.. J :. -L.:- . u...:. - ~... :.m

s.. -

N_MY K* C_M=MYt'N'P* N. N g$ Wkh htM hED T N.M m e 6 I 'Of ,0 .d d 88*' ,-,. s e. .A .g. 1". A f & ; -j*:;lh e,::',:,*' bc. 3- ~'

• . g. j g.,..,

p. .g. . ~, ". a ; '; %;. . m .. ' r. ' r 4-s a. ' ' ' ' 3.,[ ag., ' r *. * '. '.K "' ' '3 ?.A.: - -.- - -.,.i... a... O O

• - e Q"*

~ 3-4 t ' =. ge@ 4 9 [,';* .em... m g A Chamured The Premen summmm.

D j 's l an TER C5506-386/387 i ~'- y. mmer.nemn This ausmacy-is growided to ~. brid=*- the gaani m oE the evel'?^**ac cone =f a=d im 2=aefa= Z- - - -

1. =p intividual.Nac stati guidelines intet an ovocalL evElumeia= oe heaer loma handling.at Quad. cities vueimar st=* tan.

EfiI=*a-Eanitt h rie==- actions,. waere aggrapciate, are i i OsecaLL w aa=tfoe Iced *=ad'ias provides witta reagene tc batir general prow (NUEB@0612,.Sectiam 5.1.11.and m =*4-of the staff recommendations, fac r i M = i+ E = t = (EUREDG612 Section'5.31 i d9 3.1 ennremar pg0rISIDMS ECR EQiU3 HAIRE2NG Time NEC staff has==*=hrtehme semess guid*T 4 = concecning provisions for h=adtiay heavy Iommeria the acea ce ti,e ree.co, v - =T no.c.=or.d opene fueIk or in ottsee aceas where am =Md==tatIoad drop coule ^===g= egaipment w coquiced for safe shutdoun or decer home comowC 'Sta inteste of these " g.,iaard Nemoford_*MM' _u_b :_ "* ;e tie'ttaisawgddarin - wi133'have. - wkneeneah -. _- M-.7gg ggg gggggggg ggg{g gggg M p l -[ _ _ _ -, _ I M IapI amant'ad . travel patha, sucta that, ta the==wf =ne*==*=ar practical heavr loads are not. l carried. opac oc near irradiated fM oc safe attutdown equipment., A plant \\ confami== to these guidati-wi.IL also have provided sufficient, operator l trainiary, handlimy sgatem design, load, h=adT 4 at instem-*ians, and, equipment As detailed Lusp tion tot ensure cariahTe operation at the headt 4 as system. in. Section I,. Le ham knen found that Ioadthm arbsg opacations at Quad Cities

• e1==e-Statiour cast be eugested ecs be conducted ist a higtrir reliable mannec consist'ene witts. the staff's otsfactives as ergressed in ttisse guid=1 ines.

1.I' INTEEI3t PEOPyr'PTnt asAEURES f Ttte NIC staff hae esenhTinhad- (NUEEG-0612,. Article 5.3) that certain =ameures -h~'t de be initiated. ca E : ovide censonabla_ assurance thae handling; of E l heavy Iceds wi1L be performed. in a: safe manner untiL finmL implementation of the general guidelines of NUEEG-0612,. Acticle 5.1 is, complete. W4 4'4ed measures include-the implementation of. a. technical specification to prohibit e M'renklinResearch Center Uuuul A Chausef ThpAuges buess.

7 ten-C5506-386/387 the handT ins og heavy Ioada.ovec fueLiJa the storage poolr mi(maea with, arid-f f nes. I. 2. I., anE & oE N612. Sectiorr 5.1.12 a caview of load 5 geoceduces and opacator tesinings and: a visual, in_Winre program,. h=d1 4 i_aeN4 y component: copeir oc c.;=f= - -T_am necessacy of crane % sling s and. i 7+ =t lifting deviceer'em or(=f n=*= d-Me-+=e4-s that couli lead. to component e-4 tues.m. e,mIuatims.of infa--*-tan geovidad. br.the Licensee indicaces thac quad: M*i-Station t:trierI. andi 2.congig wi.th, the staf**r measures for intacia pcotection t d ..,-........ ;. -..r:e.:,.- ;. -~.,,.. ).. y,=.- ;,- -. w., I g

• • • .ed

' I

• e. k, - _*

e-S [ggb 8 4 4 e a , [, e c. 3

• • 'em.

e eq9 .m- .-g*

• =.= =.

M m.e.' f h. l, e ' = ~ e e O S. e l 1 l l l A Onneurof ThePomaramamme e.

I I tin C550 b386/387 4. EEFEEENCES' i I. ' "CentroL of. Heavy Loads, at fav-? mar-Powec Plants * ~ NECi July 198G ~ =. ~L ' 2 2 - ?- l MUEE3 0612. l 2 % Stst.Io, Jt'. (ME) Letter to aLI. Licensees Sub2eatz moqpese foe Addi' tanal Information on Control of Heavy Loads Nome spectr PtamL ter 17,1975 ~r '... :m 7, g Lagggg. ggy r nnenT 4 Ame.mA' h "Begpast. for. Daview of BeavrLoad E=Wimy at Indian Point Unit 'No" w==har 21,1984. ~ ?,'.., .. u' - z_ g g g _g g -.-- - Letter tar II K Eisenhut.-(NE}- Suiziecem.Chatzatof soeur Loade ( g ty, m .;,,,..q.p.t:;,.- __.,. ....a., .~.:. gy.d 4.=:M -(C E) b.' 8 # # '" " 7- '-C ~ * ~ "'2- e: - Lecter tra n. G

• +==nmrt (NECT l

Sdtzfects Wer of Beavy toads. Review" Jtane 22',194L. 6 L 3. Swartz (CE) Lottac to n G., Eisentrut (NE)- Schlect: Cnntrol of Eeavr Loads at NuM mar-Power Plants (quad Cities)

• II,198L 7

L D. Swartz (CET Lettes to 3. G. irimanhas (Mg). Stdsiectz Centrol of Neavy Loads at quadt Cities ser en ISS2L E. L 3 Swartz (CEl-Imater, tat A G Eisenhut (NBC}-- Subjects ControLof Heavy Loads November 18,, 1942. 9. r Rybak. (CE) - l Lattee to E K Dentort (NBC) Subjectr Controlof Heavy Loads. April 15,. 1983 i 27 !!!illliMunidrr ResearcfrCamer-A Chammed TheRemenem i I ..-.i--.- - - - - - -v- - +,, I . e

N. -~--, s*v s w e s s,;.. ,,i g w + . s. s, u c- .s y. \\.,. NTER-C5506-3,86/357 ' ' \\.

e,

'J 1 Amecican Na*4aa=T Standa'!"d6 Insititute 'Orachmad 'and Gantry Crateel' - .w ANSI E13.1-1976- ', ' " _. t'_ - s x ,,..s.

e...- s II. Assocican Nationar s>=ad=rd= InAtitute s,

"Standreth for-Special.r.ifti/.g Devices for staipping Cont,&inees Weighicu 12,000. Pounds (450E kg) oc More for Nucioec Matmeci&*r.* -/ ' ANSI NL4.G-IS7& ^ ~ \\ s \\ s d, ^ N-Iz Am=e4-- settonan s*-ad--d-meitutw., 1 ' N + r. - ' ~ - m,,,,,. .,. ~ .N, W ~ Amar a32.9-131L .. c,,. e. e 'N 13 "sM *+-=tions fot Electf Le crerEsad Trarei. Jay Cgut43*-- gg CMRAr72; Crane Mm.tfac':u[as.a M-~ 4=tiorr of Associma ~N - -?,. -~ n. x N- ~ 1+.. quad cities aspace;.M,. ,o s," '.r* s z

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