ML20148F051

Rev 4 to Procedure CPSP-12, As-Built Verification

ML20148F051
Person / Time
Site:	Comanche Peak
Issue date:	09/03/1987
From:	Berry R, Fonseca C, Wrucke R STONE & WEBSTER ENGINEERING CORP.
To:
Shared Package
ML17303B208	List: ML20148C865 ML20148F051 ML20148F081 ML20148F113 ML20148F150 ML20148F186 ML20148F215 ML20148F252 ML20148F335 ML20148F444 ML20148F459 ML20148F492 ML20148F524 ML20148F648 ML20148F718 ML20148F789 ML20148F820 ML20148F863
References
RTR-NUREG-0797, RTR-NUREG-797 CPSP-12, NUDOCS 8803280055
Download: ML20148F051 (24)

Text

{{#Wiki_filter:e./ - Io-Job Order No. 15454/15416 site Procedure CPSP-12 Rev. 4 l V Page 1 of 19 September 03, 1967 g 6 As-seat v arrreArza jawes-Y. Projact r 3<.e~gnit i swo m J. _M 9easeen Project Engineer-Smit 1 Assistant Project Manger CONTROLLED /gG.Eri% w~ jf Project Elasimmer (Beeemailiaties) ma

1. A. Derry/

Site Projest ~ ;S - :- V 8803280055 880331 PDR ADOCK 05000445 E PDR 20 mure Old DN3 Sa d' D313 nA 008: 1 48, c

p c,--a m.. Pago 2 cf 19 l 5 l 1.0 FUper AED 800F5 V To previes lastructisms for the y er formanoe of As-Smilt Piping Yorificatf.c by PSE Ae-Emilt verification orse,> to semply with NBC II Bulletin Q. 79-14 (deced 7-2-79, supplemmat ested 8-15-79, and supplemmat i dCc,1 9-7-79). Thio. g:_^_. is applit at le to the fellering piping: A. Safety glass JM 1,2,3 J 11 sisna 5 !@ energy liase ever 1 inch t2ct i era campeter w1ysed. 5 3esignated pipina, regardic., of e irx., i ap to and imeloding the first sac 5c: a r teruimal esemocties) that is imeladcC 1 a safety elaas 1, 2, or 3 pipiz0 strcc; ireblems. i 2.0 annarvza l 1.1 C?C -L "Proccasing IQ 3, EE8Ys and Cceditiemal Releaccc" l 1.2 CG-C, "Pipa Stres./iapport Regnalificaties Preceders Omit Me. 1" l 2.3 CITP-9 "Pipe Stres;/topport Ragma11ficaties Procedere Unit V No. 1" i.4 2325-II,-1C3 "Pipinc Erec :in a Specificaties" 2.5 6.w-25 "Pipe Stress 'S pport Final Recomelliation Procedure" 2.6 CPPP-22 "Clear m Wtijdeum Procedere" 2.7 C?iT-3 "Decament ceat $1 Procedure"

.0 v.n -Z "secL! rarc le ess/ support Requalification Unit 1" l

3.0 LTLAc> u:! 3.1 As-Emilt Yarification Peekasa katents. 3.2 Statsmaat of Wall and Fleer 11 mye Pametratism Tarifiaattaa. l l 3.3 steen Take-off sheet. 3.4 Ackmewledae Receipt rurm. 3.5 As-Duilt Deeumentaties Trams si:tal Img. l 3.6 Work Flow for Qualifisatism af Equipmaat and Yalves. l V 1 l i 00'300d 018 DN 3 S 3! d ) 0373 01 1C:41 48. 2 33G 1

CPS?-12 toy, 4 Pa6s 3 ef 19 4.0 GUEI! 7. V 4.1 asrmttlest 4.1.1 az:all Bore - Piping Ic is than 21/2 isches Pa=t=m1 pipc eico 4.1.2 Large Bore - Piping 2 t/ I inches nominal pipe sine and grcc';cr 4.1.3 Stress Problem - A at rg as analysis of a piping systc:: CT sehey st im wheee besadarias are defined k' the c tiitense of a fabricated ancher, siacictcJ. aachs r (egeipment

measle, aestaisessa peact ra tion), or a system of supports.

4.2 Abbrevictions 4.2.1 AXYGS - As-k 11 t Verifimation Group Superviser 4.2.2 ALTO - As-D.11: Verificatism Group 4.2-3 BtP, ECC ERN - Pipit g 1senstris 3rsvingo l

4. 2.t rf.r.

- Pipe Seyport Detail Drsming s 4.2.5 BE11L. GER - Pipe St pport Imeetian Dromings - Equi m at Qualification 4.2.G EQ l t..Z.? E2. - Daci;a Change Anthorisatico 4.2.0 ADC2 - Affe :ta 4 Decament Update Esquest l 4.3 h eptchie Tole-en, Ao-Built measureensts in ac se rdesee with this g;:-tre are varifkG to be within the acceptabla tolerances identified in Reforcacc Eel sacept for roto hescuer remet a valve operater renting which is As-built tritt.En t'ac follarina colaram a 1: Bori=aatal er Vertisal Li se x Dimensions -

• 1/2 inch.

Aasics -

• 5 4c;rcam.

5.0 PROCU1P5i e 5.1 As-Duilt Verificetice for PJ g Stroes/Suseert Beess11fication 5.1.1 Field Verification Yalve orientation, etypert angalarity. Esto Enums re.' valve operator reat ts ), piping sleeve 1ecation, and piri. ; clearance in wall, floor and firosall stecn yeestratic. l are field verified f e mee as imput for the Pipe Stress /Lepicri V Ecqcelification Pro;rsa (Referesca 2.2 and 2.3). The ecm field verified itens are need as tapat for ess11 Ecto l Stress /8syport Eequa U !!aaties Unit 1 (Enferesee 2.8) escopr. for support engelarity dish is deferred ta Flaal Reconciliaties. P2*3DOd 018 DN3 S3fdi 3373 ni 1C:L1 LB. 2 330

5 Crsr-12 Eav. 4 e' Page 4 cf 19

)"

Walhdert tems are r so l to perforta thin field r0:-ific:;ic:, Ect. nitdrn te = c tu ists of two

==,,fv2c czolico I;; t^ a l V Itio!C. Ecotccoriac E rp stesst, oma Impc11 Fire Pro',c ;2 : l Re m.tativo (w'. ten re ;uired for verification slocra ccir:0 Ec2crict), erf, one sr el at of the As-Basilt Yorificcttc; Cap wks ic th:s taco leadaz. The surveyors take all tho saas: Tracts l med the toen leade e docessants the verificatics oC oci: usasuremets is red iik en the applicable drawiner, er docer', t When the field accc sr Jmouto agree with tL:s drc: ring vi'.C the installaties tel, an mee defined La oestian 4.3, ths 10:. heing verificd is ci re ied and shocked. If it in fct:0 cc ; of tolersace them tt itas is circled and the actuct facid measureonat is e n t4 ri d adjacent to the aircle. L:se verifications are doet am.2ted as follows: Yerification of va? ve orientariam is W ted am 3RP3. VcriCiconica of au] port escalarity 10 MmtcC cn C'. sq. ort draJings. Verification of ec to W remote velva oporetc; ic docrc:nted on typi i Este Eammer Company, Inc. drc D. 8 Verificctica of cI c u locction im Wecd cc tr2 c. Ycrificatica of pf si 3 cleermacee in wall, floor ccd find.' alccra penotraticis is documented on the sleeve tcc:. shoots (Attoclumes : 3.3). Clearasse betwesa the pir:? a=C y eleevo is=====roi c 2 each and of the sleevo in 4 po:itica. ?3 degrco; aper :. This inform tion, trit $ rocent.ct' directions. is c up = en the sleeve take-off cLmt. C cicaranco cacmet b. obeatmad on each and of the s1ctr duo to inaccesoit LL '.ty, it is meted on tha slecu ccia<cT. stoct. Ecwever, e serence must be obtaized ca at icc% osa side of each a le ave. 1 Tho Impe11 Fire h tisa Representative oesperos tho Ten:tratioc Ss:1 3chedule assinat the existing fic' C iratc11ctics c=c3 i :en discrepancies tro fotoC, they

t. :.:

identified is ac sordamoe with asferesse 2.2. 'itia TcTf,Cicction is de:nmented on the sleevo take-off sheet (Lt m h 't 3.3). 5.1.1 Drawing /Boouament say!er vpeu completion of field verifieuten activities, the C reviews the field we i~1md dreetags/desuments. Ost of toleranc coeditions are decsmested la accordance with Esferecc3 2.1. Bete baumer ramete vrive operator routias, sleeve locatio c, and small bore wal e ortestatione thich were met previu2cl7 defined em BEPs as a tramonitted 'ce N EW fee generation of design centrc 11 W drawings sud draeing revisions roepectively. i ) GO*3DOd 078 DN3 5 3' d ' 0313 n1 20:41 48. 2 030

e CFSP-12 hev. 4 Page 5 of 19 5.1.3 As-tW.7.n Feekar:e 5rj temittal For Pipe streen/C-~ r. EngeslitiertL& Tho /LW assembiaa i hs As-Emilt Package mains azie::ir; TJ Elo-Cric As-Emitt D m amate sepplemasted with Etc fio;f. vc:ificatises performed in section 5.1.1 for use in Piy stress / Support Bagnalfffeation (Saferesca 2.2 and 2.3). Ibic peakage eacsista of th a following deemments: As-Bailt Veriftsatt am Paskaso namhmaca (Attaehment 3.1). Statement of wall, i?laer and firewall sleeve penetratica (Attachment 3.2). Sleeve takseff shes ts (Attachment 3.3). l BFFs, ECEs er E mic 30.C.c and/or GHRs Icree and/or Sas11 Sece espport Drawings Yelva and equipmen aravings Rete Bassmer remets vn13e operator resting (if applicablo). Any deficiencias i lei,tified ta section 5.1.1 l U The As-Duilt package,s transmitted to analysis with c:2 a:';r.r.71cted rece' pt forr (Attaa h t 3.4). Tha A5"C crec.r ackmouledammet of tem amittala esing the As-Bailt 18ecupaatc Tramscittel 143 (Atts ik amt 3.5). 5.1.4 supplemsstal As-Duilt F mkage Tramanittel For Small Boro Caresc/ Support Enqualificati us Smit 1. The ARTC assembles t ju - Supplemmatal As-hailt Package for use in the lhme11 Bore 7t ses/ Support Requalifisation of C;f.t 1. This pactLo senatet i af the fellering deemmes te as applicabic, and supplements erlating TW Elastris As-Bailt Documentc treasuitted to analys is by the site magineerta Office. As-Bailt Verificatis a Faskage Costasta (Part A) Masted up ERPs, E(gs er ems

• 5tatsmaat of wall l'1eer and firomu11 eleeve penetration l

i sleeve Take-Off 8' arts / Valve and Equipes A Brayings/ 3 Estehammer Remote Valve Operator bhag l The package is tre as Atted stiliains aus askaseledged receipt form as meted in sec:1 m 5.1.3. 90*3Dbd 078 DN3 S31d) D313 n1 C C : 2.1 48. 2 D3C

t cysp-12 Rev. 4 page 6 cf 19 6 5.2 Beamal_ification of Valves and 3 wipment V' 5.2.1 Trachir~ : E :r' rescip3 cf e2:! ra '.o transmittelo identif71:3 v:2.. c;: 1 equirmact c11c a ble cz*,o'zacas, the ABV3 enters this it r:.3a in the Equiscomet Valvt T racking (ETT) sammary as an opc Stc,;;,. 5.2.2 Initiacio a _of I;ossalii[e g At auch tians as all al plisable as-boilt analysis to ec:g2 - a given item of ( qiipmost er ebem a velve 'aao loci: G:. en exceed vender alk va' ales. partiment loadica sta!.I 1> tranc=itted, via cos :rsited tramanittal, for requalifics;::.a as fo11 aves A. Festi=7 w sqmf pe ist and valves, es well as er;ecafcu to the applicebic vsa?~; c'... joir.tc c:ad fic: b ses c ecpy to the Ccr):aszriaC EQ Group. D. Tea-Eastinghouse e nt :ipment and valves - to tan @xr!.c; tc croup. C. A discrs= doric is 3 the work flou fer reg:M,ff.cc:;2; of equipement and ss'.ves to shoes in Attaehmust 3.6 5.2.3 Ecutwent and valvec _13 sali_fied V C10 nace'.c0 La Cr: ; i Urc= tritten noticc O ao tho Vs:adc7 ur tir e c cire:. e p ir ~ ct er valvo ha= beca regn:11fied c: t? ac-built loading, th i 131C8 shall esordiasta clooeos:: d CM ( open item in the appropriate treekias amehaatc=. Te respacaible analysis crsamisaties shall then be adviccc v'.c l contro11od tre===4tt4 L that the as-built landiac is accc M*.1 the Engineering Eq Prwp generates BOAS se required c30 tao 0 the applicable speci 't. atios(e) to imoerporate man -e11ctC1cm Tino caly caseptian Ls Westinghouse valves and equipasat fc" v'atch Woeticchocsa till be responsible for updatinO tici:- c n specificatise. 5.3 AsN12 Verife_a**ios For Ff g stress /Summert Final Em<ensili'atin 5.3.1 M As-Baint verifiaatLa3 assestated with final strc S reesmailiation is I si formed en a stress problem Vx: c1; supports are 40 %t4 and system===88g===*8a= is es t ablished for esseeisted pipt og and supports. The taly assepties to this is Linear Diner of one am MPs whiah are Aa-Baitt.my tizo after all the pipias to tastalled. Prior to Field VerifLeatic::, the ADOR is revia se 3 to amours all BC&s and BLRs 300 incorporated late

h a draurings but require inserporaties, are included in the surifiaattaa and As-Bailt Paskage.

,) LO'3 dud 078 DN3 S3: d ) 3373 ni CC:LI L8. 2 33C

CFEP-12 Rev. 4 Fake 7 Ef 19 ~ 5.3.2 Pield___Yorificrt. ten Field Verification it j erformed by walkessa tocas to 402 iced V La Sostian 5.1.1 and i es site are desammated in and Ir2:e L :c:T, field maseurensets at a reeerded on tho verificatian dec=r:0

==1 - otherwise mocc( tslow. Itama verified are se fellecas A. Verificatian o3 M rs insindes Lioamr 'Diseoais as sis,atte Imestiast of pi e in relaties to M1 ding coordinata l Valve orientat es. B. Verificattaa of E Em aan GMes ep: pert locati e Scryort accour :a.ility - If the field eenditiae seaplier with tbo drasLa), them the drawing usamber is cf.rcicC and che.ckod. I 'mt it does set semply, the defioimat candities is a 2.4 em the drawing. C. Yarification of

1. tege eund amm11 Bore Support Drawiscc inclode 8trat, snobber a d spring segularity AC setting fee a Jebbers IC General Confi gu raties/Emager Type and Functic,

the field ecedities eemplies with the drawina, tt~: the drawing : st aber is aircled and ehecked. Wbcn it does v.st een #1:, the defistemt osedition is noted c the dessias. D. Verificaties of ila sve take-off sheets Clearasse set 1ealant Meterial for sleeves skich tri deftaismeios adestified duria; field verificatic.: activities as;as.iased with Aestica 5.1.1. Clearames am( tiaalm Esterial for these sleeves whic'. required mo/if:iasties as a rossit of the Pipa strese/aupper: requalifiestian effort. %/ 80*3DOd C18 DN3 S3!d) 0373 ni pc:LI L6. 2 030

m i CF8F-12 Bev. 4 Page 8 of 19 ~ 5.3.3 Drawin2/recruset astrir y V ecr,pleties of 1 % 14 Yerification Activitime, tkc ARTG ,i the #ield sesified drariaco med documento e :: cf tdierance coeditic: i; accordamer with Esference 2.1. Er Dra W t Bad rs is completo only whea the W::c:' out of Tolerance seed tioss are resolved. 5.3.4 As-Baiit Packane Traarg M As-Bailt Final EM: m :111atio2 Package is assembled c.:' l Open completiam of Eraviag/noemment Baview Astivitioc, ce transudtted to as413sie for Pipe Stress / Support Fin i. Becasciliation (Raft.w ca 2.3). This package consisto o2, but is not limited te iisc following: A. As-Bail't Yorifisa':im Paskage Osam*a (Art h : 3.1) 5. Statement of un11, h and fircum11 sleeve penetratio:: (Attachment 3.2). C. 81ctre takeoff sI.no.s (Attachesor.t 3.3). D. BEPs ECEO and/c: R.las E. BEILa and/or MIZk Q F. Large and/or Seal l 1ers Support draviass G. Volva cad eq:i:= at d:crings t R. Roto hammer re: rat a ralve operater drawings I. Piping minimum w 11 and radial weld shrinkage DCA: J. Earuite of CFFF-! 2 3alkdows (Referenec 2.6). 5.4 /--Trt7 e Review red verif ter gj m subsecwet_ _to rimel ree t ci'fr>:rg If any aumpensatt er drawf.r 3 is modified after final recessiliation, the ABUGE deternimas if addftlomal field verificaties is requirod. This is aseemt.lished via s s1 Lew of drwring revisiems/DCao fcr C:- W m support drew aq;s and valve /eguismant drawings. Fiold wereftsetian is perfenised aW essere11ad in a masser sammmmeurcta with sentian 5.1. Appliash?e drar ass /scas/ECRs describing the thascta are foreerded te the rer pensikla smalysis ersuminattee for thaie revier and records regan.less of Wh== field verifiaaties was required. '\\ / l 60*390d G18 DN3 S3!d) 3313 nl PCIL1 48. 2 030

CPSP-12 Rev. 4 Page 9 cf 19 5.5 poemmysatm O 5.5 1 certifisaties certifiesties of eac h smalysis will he furnished L7 tin reopensible analysis e Samisatism spea esopletion of tteir final as-built anal;Ca. The ANTOS assembles applicahic l statesamte of verifiss : ism by stress proble er other designats'. l maams. 5.5.2 - t metanties l The fellering ht at tas shall be aaWied by stress problan l and retained per (WFP-3. l l A. C 4. "- :: to esd fres Analysis 3. Correspondesse to sei from Eq/Vsenders C. Latest field vari!!ad drastage need for inymt inte As-amilt Asalysis D. As-Duilt Master Or sq uter Indes 34g. ( V G' 01'3DOd G18 DN3 S3! d) 3373 01 SC:41 L8. E 33C

ster =se ses., Poco 13-CC-Y k.0 tcc*= r' 3.L e' AS SU: L1 MRIFICAfl0N PACKA44 CO:: TENTS !;ri ss Probles: V. $hP.Q _ ef,, Ae BIP. ECE. and O__ Drairir *g, .i IN AMiflWEl, IRFETIC SMWIM M Hurett s! DCA's OtFICIDICT 07,'. ' m _ :2.= 2 ,se =-- XV) 1 I i _w \\= l [ I V i L.__ _. l 1 ~ l __ l g 3 ,_l =- I 8, ases, ersvings (see atta:haset 1) C. SM prawings (He attetmet 2) 3. Support Orawings (see attuhment 3) E l E. Valve a Equipment Drawings (see attachment 4) ,_d_ l l l l G \\ l ) l ) !!'3DOd 018 DN3 S3!d) 0 37 3 P.1 SC:41 48. 2 D3C

m ~ cttp.12 Le., Pace 11 eti: Attestco n a,: P47. 2 c; $ At-s it vtalticArios PAcMM CGenais Attachsent 1 It:ess Pr,6tes: %.) -~ ,Dc00 _ ct, L BTR D. salm m. 190 0_ 8"N 5 <ll asomaeu, twomofice sweta o ,fi P s. 8CA'8 MFICIENCY CC ~~

g ---

__aa.* 4.- -~" ,,e F hvA 1 I ,- l-.4 l _.. _. } h. l _= -r D > \\ V l l t = l m 1 1 i 6 ._6. V 21'3Ded 018 DN3 S3!d) 3373 ni 90:41 L8. 2 D3G

'Fco I.2 cc IC A:cccter.; ;,; Paco 3 oc S A$a8UllI lCRIFICATIC) PACRAGE CalTENTS Attachment t St.ti2 Pro 6les: J k W, _.- C, est erMnes ]. 7 [36 m 4 e* E A001TIONAL INFelmi!02 ORAWIM g } MR b DCA's OUICICACV Oti.; ?. - gs .r ;,,,,, 1 I Y e l j -.a-. r l,, l_ __ - r. r = I l o l I i l ~ l a '% / C1*390d G 18 DN3 S3' d 3 3373 01 sc:L1

c. 8, 2 330

Pago i3 gi ly Attoct: ace: 5,: AI-3U L1 VCRIFICAfl0N PAC MGt ( m u st$E'E ' 'I E ! Lees Prdles: V 9. svaneet traW eec 5kc3 c.'. ~ SUPPORT 08MIM g' A00lfim4, INF0pmftc luett E. s 3 g o - 8CA's OEFICIEDl:i 071.I.~.

u-

.. - -{ L'; l_ ~ 37. d.b l l ^ m } Ol [ l v l = I 4 I = m t l U PI'3DOd C16 DN 3 S 3' d ) 0373 01 4C:41 48. 2 030

Cr3 N,r [.. rap 1G c.? U t.t Ccshoe.2 t 3.i AS (WhI VERIFICAfl0II PACEA48 CONTEMTS V 'itress Pr061084 _ SMot c.. f. Valve 4 tentaneet Gravit es r.. W V4YC M VUt00A ORAWl:0 F.@lPPENT M ma m-__ t 6 '\\ M i.,.,_ ,I l f p. _) _m-h O V [ i t Om. g l e p g g-a ^ V 51'3DOd G18 DN3 535d) 0313 01 LC:LI L8. 2 D30 -. ~.. -

^ ~ ^ ^ ^ - o-Pcp 15 cf 17 accocax t;; 3,; F6c2 L et t =.. Y, STATIMINT OF MALL M) FLOOR 8128vE fBrfRAT10N_YDIFICA?Ig All piping withis t3A As.Sullt Strete Problee Soundary of hos been #1016 veritted and cil estettna valt and E_ser sleeve penetrattens and fLrcu-11 ~ penetrations have b :n identified on the fellowins . SRP(J) with elear4 m ee en either eed of the ettevet noted on sleeve T. h.0ff Shoots (s). s. AW ~d M 50 A3 v ps' y ~ Nk R U-l Y .is.Suilt Field V,tr.ftsattee Coordinator DATE: l l D l 91'3DOd 018 DN3 S3!d') 0313 01 8C:41 L8. 2 030

.n CF8P-12 Rev. 4 Page 16 ef 19 Attaah==nt 3,3 Page 1 cf 1 V ELEETE TK 3 GFF MIET STIE58 PEDE.0 EEP. 3lpgEs All elesrance are to ham pipe. SEITCE gIIICE Y 6 DIRECTIN: IIEECTIW: OI y For piping with operating temperatures as or F: h relative centerline of the i to the eenterline of the siccvc has beca che hd sed l t _ Is within the d: 1/4 to ar os. Le cet rittio tho i to: succ. NCR bd ra to is entify this candities. For piping with en stures k leur 200 degrees F: I l Tho isoido dicot of the sie w with roepect to the outside diccatcr of the pipe has been checked and i ic grastc; tk:n tbc 1/2 ir4 i e i=i==== tolerance. Is less than 1/2'imah almir un talersees. NCR EAS meg ammunATun TO I)ENTIFT 1EIS C W ITION. AS-WILT TERIFICATI M COWB1EATOR __ SATE: FIII2 ENGTurmurian g WTIYs _,,,___ BA2Es FIIIA EBUTerumTac 3ERTET: 3425:__ h above paastraties has been cheekat assinet the penetrati== esal schedule sed: Field canditions matches tk ?emetration Best Be h le. V Field condities does met i at ek the Paestration Seal Schedule. This defiaiency is documented oc,, IMPELL Fire Protection Represamtatives,,,,, Date 41'3DOd 018 DN3 S3 d? 0313 01 8C:L1 48. 2 330

~ wrer-ta me.., 7:gj 17 er 10 Act ctaset 3.c - Face L st 1 e V-

1. 3MN1200RD 18011M Nhl (ATTAC tilff TO p

'f As. hilt document e :*er Strees Problee A .are ie ',' transmitted free 'h. As hilt Verifiset t ,,,,via this Please acknowledg a reestyt of tas by signing your name end the d,te en 1 and return to the As.l.utit Verificatten Group sy q v , t zi,. ys>.e -.e I l l V 81'3DOd 078 DN3 53!d) 0313 01 8C:L1 L8, 2 030 L..

~- ~ cror-na amo. ~ Facc i3 cf 17 Acetsterc 2.3 .~ Fago 1 sg 1 F.,.E 11 T.0QCMLDifA11oge itAng[1.ff.at_W y-1 1 1 I k1Li' l HTi ' i TsAussuttAL I stAssuntis I sonJact i REQ't I tr - l Innam i to I (88FEMBCE) l (hgt) l ( a.',. .i l l - _l - l 1 I 1 1 I l_M ~ _._. I j-I ~ l l l --l g g g g g-- ;p I A vi/ i -- i r j I w :l Vi g i - h w/ 't i l l 'Eh\\ M i l-i j ' s%\\u i i IA _'W _.i l r twgi: I i u j (& IU I i! Y l l l ~ l t D l l l 61'3DOd 018 DN3 S3rd") 0313 n1 SCIL 1 L8. 2 030

• • 02'390d 70101 **

,_,,,,,,,,, m,,y, h Attactc; ; ; e enmuse Page 1 oy ( ) o I t'i3it j i ~ ~ " " C 2 ,a (Y .m C et m-4!C 1 5 1 D si"va. m K3 _tu _teift t t M* N \\ V nel".9. 7. l TO M AR

m. a e=.5.'.9.

ME l i' l i g EMIE.R1r.f S 18. E M 't. se C NEW MlW fEWWQ g. MEKINT30 i t_ a a i _. 1_ = mm <M. Vim M von n e.s. m psians up mus SLA \\I g gr 8.A. 1 trot f. N -gg A8TE. As.htit wit.O W. unittaere. g 14 e (916t. 4 F >= W t.

FM W t.A,

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1 ( ATTACifMENT 2 rage I of I I I I l i DlHENSIONS I I ACTUAL I i l ITEM TO BE VERIFIED 1 DRAWINC NUMBER I REV. I ATTRIBUTE I TO BE I TOLERANCE i DIHENSION I REMARKS I I I I I I VERIFIED I I BY SWEC i I I i i I I I I I I I Valve No. B-8893 i S1-1-55-043 I 8 I Valve Location I l'-3" I t 3" I l'-S 1/4" 1 I i i i I I I I I t I ripe Support I CHM-FW-t-SB-Ol3 1 3 I Support Loc a t ion I l'-9" l 3" I 3'-B 3/4" l 1 i FW-t-St-Ol3-002-5 I I I I I I I I 3 I I I I I I I I I I ripe Support I CHH-CM-t-SB-009A I CF-1 i Support Location i 5'-0" I t 6" I 4'-5 t/2" t i 1 i CH-t-St-009A-005-3 I I I I I I I I I I I I I I I I I I ripe Support I H-CC-8-as-058-009-5 l 1 I valve and sup-I 90* I t 5* I 77* I I I H-CC-1-RB-051-009-5 t i I port Orientattun f i I i I I I I I I I I I I I ripe Support i H-CS-I-AB-215-007-5 plus 1 2 i Support Function I l-Way 8 1 2-Way I See Note I I 1 H -CS-I-AB-215-007-5 i Typical CF-AA-034 ,,I I I Restraint i I pestralut I I + j i I i i i i I I I I ripe Support I H-AC-1-EC-Oll-002-5 I 1 1 Support Function I l l 1 See Note 2 I I H-AC-1-EC-Oll-002-5 I i I I i t I I l I I I I I I I I I Mutea l I. Support is designed as e one-direction lateral support. - A t wo-direction support la Installed. The required gap of 3/4" in the unrestrained direction to actually 1/I6" per field measurement. 2. Support namber AC-1-EC-Oll-002-5 does not exist at the location shown on the CHH drawing (i.e., center of tank). However, there are two U-bolt type supporte located on either olde of the oil separator tank that are acting as asial restraints (and lateral). Thes4 U-bolte are not identified on the drawings. (Note: The piping was stress-analyzed by Corporate Consulating and Development Company i l LTD [CCL). Th.e pipe supports were designed by PSE se requested by THE.) i ) Ca mrK 1-26 : 1

ATTACHhENT 3 Page 1 of 2 MISCELLAh*20US OBSERVATION FROM SHALL BORE WALKDOWN The following conditions outside the scope of CPPP-5 were observed during the walkdown effort. 1. Discrepancy between valve number shown on. BRP drawing and tag on valve in field. Some examples of this observation are: A. Valve 2CH-453 per BRP-CH-1-AB-031 Rev. 12 is tagged as 2CH-458 in field. B. Valve ICC-043 per BRP-CC-1-AB-049 Rev. 13 is doubled tagged as ICC-045 and ICC-043 in field. 2. Incorrect close clearance gaps were observed. A. CC-1-EC-020-002-5 Gap = 1/4" B. SW-1-SI-006-014-3 Gap = 1/4" C. CH-X-AB,024-019-3 Gap = 1/4" D. CS-1-RB-013A-024-2 Gap = 1/4" 3. GH-X-AB-043-003-3 elevation 875'-5" per GHH drawing should be 857'-5". ,4. GHH-CC-X-AB-013 Rev. 2 An unidentified support exists between support 001 and the elbow. This support is not shown on the GHH drawing. 5. BRP-CS-1-SB-063 Rev. 5 Piping connection to boren tank TEX-XIMEBS-01 does not agree with field condition. Fittings exist but are not shown on the BRP drawing. 6. Pipe support drawing H-GH-X-AB-020-026-5 shows support installed on the 3/4" line. There is a reducing insert at the tee, consequently the location of the support is actually on the 2" portion of the line. 7. Pipe support FSI-1-2107-01-D-01-1Q2 Rev. CP-1 dated 6/3/85 - design changes made on Rev. CP-1 have not been installed in the field (previous revision of drawing is installed). 8. GKH-CS-1-AB-215 The drain line located below support 007 is supported with a 2-way (box type) support which is not shown on the GHH drawing. 01291-1545405-N1

Page 2 9. Discrepancies between the revision level received from Document Control and the revision level shown in the HITS reports were identified. Some examples are: A. GHH-CC-1-AB-054 Rev. 6 from DCC, Rev. CP-1 Per HITS. B. CHH-DO-1-DG-003A Rev. 11 from DCC, Rev. CP-1 per HITS. C. GHH-DD-1-AB-011 Rev. 5 from DCC, Rev. CP-1 per ifITS. D. GHH-CS-1-AB-227B Rev 4 from DCC, Rev. CP-1 per HITS. 10. CHH-CC-1-RB-051 Line is in contact with cable tray support betweens supports 007 and 008. 11. Configuration Control The configuration of the Class 5 piping that is within the boundary of the ASME stress analysis is usually not shown on the BRP drawings. Per conversation with TUGC0 Engineering personnel routing changes to this piping are made by CMC or DCA against composite drawings. These changes are reviewed by the G&H piping group but are not reviewed by the responsible stress analysts. Therefore, there i s. no assurance that the configuration used in the stress analysis still reflects the present installed configuration. Conse.quently, "this piping should be documented and controlled to the same degree as the ASME portion of the piping. Note: The Class 5 support locations are shown on the GHH drawings. Changes to GHH drawings are required to be reviewed by engineering. r l I 01291-1545405-N1

ATTACKMENT 4 Page 1 of 1 METHOD FOR OBTAINING VAINE LOCATION POPULATION The following method was used to determine total number of small bore valves associated with small bore ASME piping not subjected to the TUGC0 As-Built Program. 1. A list of small bore piping isometrics (BRP drawings) for the piping not subjected to TUGC0 As-Built program was generated using the small bore HITS (hanger information tracking -system) report. This was achieved by sorting BRP drawings which are not associated with stress problems. 2. The record prints of these BRP drawings were reviewed. A list of all valves on the small bore piping was generated. 3. SkIC identified that portions of this small bore piping had been subjected to the As-Built program. Small bore valves which were included in the As-Built program, were deleted from the list generated in Item 2. 01291-1545405-N1

ATTACHMENT 5 Page 1 of 1 METHOD TO OBTAIN POPUI.ATION FOR VALVE AND SUPPORT ORIENTATION The following method was used to determine the total population for valve and support orientation attributes. 1. The two previously generated lists, one for support location (HITS Report) and one for valve location (Attachment 4) were used to determine the total population for valve and support orientation attributes. 2. All the valve drawings for the valves in the list generated for valve location attributes were reviewed for extended valve operators. 3. A list of valves wf.th extended operators was generated and then combined with the list of all small bore supports. O 01291-1545405-N1 _._-- -~.-----. - -}}