ML20134D504
| ML20134D504 | |
| Person / Time | |
|---|---|
| Site: | Comanche Peak  |
| Issue date: | 08/06/1985 |
| From: | Oldag D CYGNA ENERGY SERVICES |
| To: | Ellis J Citizens Association for Sound Energy |
| References | |
| 84042.39, NUDOCS 8508190255 | |
| Download: ML20134D504 (364) | |
Text
{{#Wiki_filter:n un,<n IN Cahfornia Street. Suite 1000, San Francisco. CA 941115894 415 397-5600 August 6, 1985 84042.39 Mrs. Juanita Ellis President, CASE 1426 S. Polk Dallas, Texas 75224 Sub. ject: Responses to Cygna Questions from the Independent Assessment Program Reviews Comanche Peak Steam Electric Station Independent Assessment Program - All Phases Texas Utilities Generating Company Job No. 84042
Dear Mrs. Ellis:
Enclosed please find copies of responses to questions from the various disciplines associated with all phases of Cygna's Independent Assessment Program. Feel free to call if you have any questions or wish to discuss the enclosed documents. V y ru ou s,
. )
D.C. Oldag Administrative istant Enclosures cc: Mr. S. Treby (NRC), w/ attachments
- Mr. S. Burwell (NRC), w/ attachments Mr. J. Redding (TUGCO), w/o attachments
- Ms. J. van Amerongen (TUGC0/EBASCO), w/o attachments Mr. D. Pigott (Orrick, Herrington & Sutcliffe), w/o attachments 0500190255 050006 5 b 'J PDR ADOCK 0500 % g ,% ' ( M San Francisco Boston Chicago Achland
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54,VsCil Mrs. Juanita Ellis Page 2 August 6, 1985 84042.39 Attachments
- 1. TUGC0 Calculation for MS-1-001-005-S72R, Revision 6, provided by J.
Finneran in response to " Telephone Conversation of October 4,1984 between J. Finneran and J. Minichiello," with attachment.
- 2. L.M. Popplewell (TUGC0) letter to N.H. Williams (Cygna), "Cygna Review Questions, Reference Cygna letter 84056.023 dated August 21, 1984,"
September 25, 1984, with attachment.
- 3. L.M. Popplewell (TUGCO) letter to N.H. Williams (Cygna), "Cygna Review Questions, Reference Cygna letter 84056.031 dated August 31, 1984,"
September 28, 1984, with attachment.
- 4. L.M. Popplewell (TUGCO) letter to N.H. Williams (Cygna), "Cygna Review Questions, Reference Cygna letter 84056.023 dated August 21, 1984,"
October 1, 1984, with attachment.
- 5. E.C. Marinos (NRC) letter to N.H. Williams (Cygna), " Request for Information on Phase 4 Independent Assessment," May 3,1985, with attachment.
- 6. R.M. Kissinger (TUGCO) office memorandum to R.D. Calder (TUGCO), TSG-9117 " Minutes of Meeting at CCL, 4-9 through 4-10-85, Unistrut Testing Program," April 11, 1985.
- 7. D.H. Wade (TUGCO) letter to N.H. Williams (Cygna), CPPA-41237,
" Comanche Peak Steam Electric Station Follow-up Response to Cygna Questions," October 3, 1984.
- 8. R.E. Ballard (Gibbs & Hill) letter to J.B. George (TUGCO), GTN-69484,
" Cable Tray Support Review Questions, Reference Cygna letter 84056.031 dated August 6, 1984 " September 20, 1984, with attachment.
- 9. R.E. Ballard (Gibbs & Hill) letter to J.B. George (TUGCO), GTN-69678, "Cygna Phase IV Review, Reference Cygna telecon dated Nwember 29, 1984," December 4, 1984, with attachment.
- 10. R.E. Ballard (Gibbs & Hill) letter to J.B. George (TUGCO), GTN-69733, "Cygna Phase IV Audit Activities, Calculation SCS-189C, Reference Cygna l telecon dated January 4, 1985," January 7, 1985, with attachment.
- 11. R.E. Ballard (Gibbs & Hill) letter to J.B. George (TUGCO), GTN-69769, "Cygna Phase IV Review, Conduit Support Calculations, Reference Cygna telecon dated January 17, 1985," January 24, 1985, with attachment. ,
V u .-, , Mrs. Juanita Ellis Page 3 August 6, 1985 , 84042.39
- 12. R.E. Ballard (Gibbs & Hill) letter to J.B. George (TUGCO), GTN-69867,
" Cable Tray Raceway System, Dynamic Analysis Program, Reference Gibbs and Hill letter GTN-69839," March 4, 1985, without attachment.
- 13. S.H. Bush, (Review & Synthesis Associates) letter to N.H. Williams (Cygna), " Telephone Conference of February 26, 1985 between Spencer Bush and John Finneran," February 28, 1985, with attachment.
- 14. R.E. Ballard (Gibbs & Hill) letter to J.B. George (TUGCO), GTN-69876, "Cygna Phase IV Audit Activities," March 7,1985; without attachment.
- 15. R.E. Ballard (Gibbs & Hill) letter to J.B. George (TUGCO), " Copies of Calculations for Cygna, Reference Telecopy Request of May 9,1985," May 15, 1985, without attachment.
- 16. R.E. Ballard (Gibbs & Hill) letter to J.B. George (TUGCO), GTN-70078,
" Copies of Calculation for Cygna, Reference Telecopy Request of May 9, 1985, GTN-70074, dated May 15, 1985," May 16, 1985, without attachment.
- 17. R.E. Ballard (Gibbs & Hill) letter to J.B. George (TUGCO), GTN-70090,
" Copies of Calculations for Cygna, Reference Telecopy Request of May 9, 1985 and GTN's 70074 and 70078," May 21, 1985, without attachments.
- 18. R.E. Ballard (Gibbs & Hill) memorandum to L. Weingart (Cygna), " Indices of Mechanical, Electrical, I&C Departmental Engineering Guides," May 31, 1985, with attachment.
- 19. R.E. Ballard (Gibbs & Hill) memorandum to N.H. Williams (Cygna), " Dates and Revisions of Documents Requested," May 24, 1985, with attachment.
- 20. E. Odar (Ebasco) memorandum to R. Iotti (TUGCO), " Comanche Peak NPS, Trapeze Type Hangers," June 17, 1985, with attachment.
- 21. G. Krishnan (TUGC0) memorandum to N.H. Williams (Cygna), " Nozzle Evaluation Sheets," November 28, 1984, with attachment.
- 22. L.M.Popplewell(TUGCO)lettertoN.H. Williams (Cygna),"Cygna Potential Finding Report, Mass Participation, and the Mass Point Spacing Error in Problem AB-1-61A, Phase III," December 7, 1984, with attachment.
- 23. H.W. Mentel (Gibbs & Hill) memorandum to L. Weingart (Cygna),
"Information Transmittal," December 13, 1984, without attachment.
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uma, Mrs. Juanita Ellis Page 4 August 6, 1985 . 84042.39
- 24. H.W. Mentel (Gibbs & Hill) memorandum to L. Weingart (Cygna),
"TUSI/CPSES Mass Fraction Evaluation Program,", January 18, 1985, with attachment.
- 25. H.W. Mentel (Gibbs & Hill) memorandum to L. Weingart (Cygna), " Increase in Flow Rate," May 17, 1985 without attachment.
- 26. G. Krishnan (TUGCO) memorandum to L. Weingart (Cygna), " Copies of Correspondence of Problem 1-61A," May 17, 1985, with attachment.
- 27. R.M. Kissinger (TUGC0) memorandum to D.H. Wade (TUGCO), " Cable Tray Supports, Reference TSG-6542," October 22, 1984, with attachment.
- 28. R.D. Calder (TUGCO) letter to R.E. Ballard, (Gibbs & Hill) TSG-5558, "G & H Calculation Data," July 5,1984 and R.E. Ballard (Gibbs & Hill) letter to J.B. George (TUGCO), GTN-69362, "Gibbs & Hill Calculation Index," August 21, 1984, without attachments.
- 29. Cygna Question 5, Revision 1, Reference letter 84056.022.
- 30. Cygna Clarification to Question 2 and TUGC0 Response, Reference letter 84056.028.
- 31. H.W. Mentel (Gibbs & Hill) telecopy to L. Weingart (Cygna), .
" Clarification of Nozzle Loads-Problem 67V-Post Processor V.S.
Calculation Book," January 23, 1985. 1
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pg a g airy n i7...~. nun.ul h "j " , TEXAS UTILITIES GENERATING COMI%NY P. O. BOX 1002 CLEN ROSE. TEXAS 76043
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September 25, 1984 g,q O P.fcdL4 Cygna Energy Services 101 -California Street Suite 1000
,{h g{ f San Francisco, California 94111 [C, [,()M,,Q' q Attn: Ms. Nancy Williams, Project Manager h[)s PF COMANCHE PEAK STEAM ELECTRIC STATION CYGNA REVIEW QUESTIONS REF: 1) CYGNA LETTER 84056.023 DATED August 21, 1984
Dear Ms. Williams:
Attached is TUGCO's response to the following:
- 1. Question 3 (Clarification) Reference 1 If there are any further questions or comments, please contact Ms. Jeanne J. Van Araerongen (Extension 500).
Very truly yours, L. M. kJL pplewell Project Engineering Manager LMP/JVA/bh cc: L. Popplewell D.H. Wade R.E. Ballard C. Moehlman J. Van Amerongen CVc^ .h,t ,,a
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g na sa . . .hM5h _ DATE LOGGED: /M b V LOG NO. . dd FILE: A /. / N 7t'. #f t
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_. . . _ . _ . . - ~ . ._ _._. .__ ,__. - _ _ _ _ _ e REF: 84056.023 CYGNA QUESTION: Clarification to Question Number 3 What procedure is used to ensure that the operating modifications made to the "PIPEFLOW" calculation will be utilized? TUGCO RESPONSE: Refer to the attached letter CPPA-41,023, CCW System Flow to Ventilation Chillers, which requests that an additional step be added to operating and test procedures to adjust the flow to the.non-safety ventilation chillers. O i
..>. l CPPA-41,023 TEXAS UTILITIES SERVICES INC. . OFFICE MEMOR ANDUM To R.E. Camp Glen Row, Teum SeDtember 24. 1984 subi.ct COMANCHE PEAK STEAM ELECTRIC STATION CCW SYSTEM FLOW TO VENTILATION CHILLERS This letter is the completion of the TUGC0 response to CYGNA question three (3) concerning failure of the non-safety ventilation chillers during a seismic event. CYGNA postulated a leakage rate in excess of 10,000 gpm from a failure of any one of the chillers.
The TUGC0 response to this question is to provide a method of limiting flow to all chillers to a maximum of 2000 gpm (rated flow). These chillers are operated in series and the current method of obtaining rated flow is to throttle valve XCC-95 (located downstream of all four chillers on the discharge line). Please add a step in the operating and test procedures to throttle the inlet valve to each chiller so as to obtain a maximum flow of 2000 gpm to each chiller. The affected valves are XCC-80, XCC-84, XCC-90 and XCC-93. , Restricting the leakage rate from the system by this method will allow the system isolation valves sufficient time to close without enough leakage from the system to adversely affect the CCW pumps. 4f6 LMP:CKM:JKS:GES:tw L.M. PoppT$ ell CPPE Engiifeering Manager CC: ARMS R.A. Jones R.G. Cockrel J. VanAmerongen BRJ *1699
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I6dib)l Il!.k NOIfD OCT 011984 anum TEXAS UTILITIES GENERATING COMPANY ,. P. O. BOX 1002 CLEN ROSE. TEXAS 76043
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September 28, 1984 , 24QJ /h.k(% k /K. b Cygna Energy Services 101 California Street Oh Suite 1000 SanFrancisco,blifornia94111 p, h,jhy/Q p Attn: Ms. Nancy Williams, Project Manager i COMANCHE PEAK STEAM ELECTRIC STATION CYGNA REVIEW QUESTIONS REF: 1) CYGNA LETTER 84056.031 DATED August 31, 1984
Dear Ms. Williams:
Attached is TUGCO's response to the following:
- 1. Question 2 Reference 1 If there are any further questions or comments, please contact Ms. Jeanne J. Van Amerongen (Extension 500).
Very truly yours, L. M. Popplewell Project Engineering Manager 1 1 LMP/JVA/bh cc: L. Popplewell CYG;11#' s' (/E / D.H. Wade JOB NO . W/7 6 b R.E. Ballard / j# / Etf R. Hooton DME ND-T. Keiss LOG NO. M. O / J. Van Amerongen 7;gg d.[/ k, M CROSS REF. FILE 2/ /*
REF: 84056.031 8 O CYGNA QUESTION:
- 2. Eccentric Loads and Connections 2.1 Cable trays are attached to supports by friction type or heavy-duty
. tray clamps. The former type resists transverse and vertical loads l while the later resists transverse, vertical and longitudinal i loads. The connection details for these clamps require that they be i bolted or welded to the top of the cable tray support beam. A 1 typical connection is shown in Figure 2A. Such connections provide a load transfer which is eccentric to the major axis and to the shear center of the channel sections typically used in the cable tray support designs. As a result, several effects are not considered in the design of the supports.
2.1.1 Major and Minor Axes Flexure As noted in Figure 2B, the location of the transverse load, Ph , is eccentric to the major axis by a distance d/2, where d is the channel depth. The effect of this eccentricity is an increase in major axis bending. Minor axis bending will occur because P h is eccentric to the minor axis by a distance of (g-x) where g is the gage distance and x is the location of the neutral axis relative to the back of the channel web. 2.1.2 Torsion due to Vertical Loads As shown in Figure 2C, vertical cable tray loads are applied eccentrically to the shear center of the channel section which induces torsional moments into the beam. Cygna has noted that only beam members for Regular Case cable tray supports Details Aj, Bj and Ci and Detail SP-7 with brace have been analyzed for the effects of eccentrically applied vertical loads. Cygna is currently reviewing these calculations. . No other cable tray supports have been analyzed for the effects of torsion due to vertical loads. 2.1.3 Torsion Due to Longitudinal Loads As shown in Figure 2C, longitudinal cable tray loads are applied eccentrically to the major axis (X-X) of the channel section which induces torsional moments into the beam member. Cygna has noted that only Detail SP-7 with brace nas been analyzed for the effects of eccentrically applied loads.
REF: 84056.031 CYGNA QUESTION: (cont.) 2.2 Eccentric Connections The cable tray supports are primarily constructed of channel .. sections for the hanger and beam members and angles for bracing
. members. (For Cygna's concerns regarding angles, reference Cygna's letter 84056.027, question 2.) Figure 2D shows the eccentricity between the neutral axis of a typical beam and hanger connection.
Cygna has noted that the effect of this joint eccentricity has not been considered in the design calculations. Please provide Cygna with documentation showing the cable tray supports are capable of resisting the applied loads when the effects of the eccentricities described above are considered. TUGC0 RESPONSE: , Calculations SCS-101C Set 1 and Set 3 (attached) provide justification of the acceptability of not considering several effects in the design of the cable tray supports due to an eccentric load transfer. 1 l
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Gibbs S Hill,irsc. 11 Pom Plaza New Wrk, New Wrk10001 m2 no- 4438 i w*x: Domeste:127636/968694 Intematonal:428813/234475 A Dravo Company ST-5477
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SCCh-138 GTN-Texas Utilities Generating Company Post Office Box 1002 Glen Rose, Texas 76043 Attention: Mr. J. B. George Vice President / Project Gen. Manager Gentlemen: TEXAS UTILITIES GENERATING COMPANY COMANCHE PEAX STEAM ELECTRIC STATION G&H PROJECT NO. 2323 CABLE TRAY SUPPORTS - CYGNA PEASE 4 AUDIT ACTIVITIES REF: 1) CYGNA LTR. 84056.31
- 2) GTN-69484 By copy of this letter to Nancy Williams of CYGNA, attached please find the following calculations in response to question 2 identified in the above reference 1 and the additional calculation for tray support case D1:
- 1. Question 2.1.1: SCS-101C, Set 1, Revision 4
- 2. Question 2.1.2: SCS-101C, Set 1, Revision 4
- 3. Question 2.1.3: SCS-101C, Set 3, Revision 9
- 4. Question 2.2: SCS-101C, Set 1, Revision 4
- 5. Case D1: '
SCS-101C, Set 3, Revision 9 D'*k5 l 1 i
.... . . . . . . . . . . . - - .- --. - . - - - - --. .--------..-K:.--.. e o S 8 Gibbs S Hill,Inc. GTN- Please note that this letter plus referenced #2 above complete our response to reference fl.
.- Very truly yours, GIBBS & HILL, INC.
Robert E. Ballard, Jr.
.r Director of Projects REBa-ELB-PTH-SCCh:sce V } )r.4 a 1 Letter cc: ARMS (B&R Site) OL ,
D. Wade (TUSI Site) IL, lA G. Grace (TUSI Site) IL C.R. Hooton (TUSI Site) lL, lA N. Williams (CYGNA Ca) IL, IA e Drav%
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Gibbs B Hill. Inc. Job No. 2s15 Dient Ttrs co \
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TEXAS UTILITIES GENERATING COMPANY P.O. BOX 1002 GLEN ROSE. TEXAS 76043
' (, L $5O October 1, 1984 -
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Cygna Energy Services
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101 California Street Suitie 1000 f - 1 San Francisco, California 94111 ,f!) b b~ . , y Attn: Ms. Nancy Williams, Project Manager . /"
, b, i C 5, COMANCHE PEAK STEAM ELECTRIC STATION CYGNA REVIEW QUESTIONS f'7'Oh /' /
REF: 1) CYGNA LETTER 84056.023 DATED August 21, 1984
Dear Ms. Williams:
Attached is TUGCO's response to the following:
- 1. Question 1 Reference 1 This revised response supercedes the previously transmitted response. If there are any further questions or comments, please contact Ms. Jeanne J. Van Amerongen (Extension 500). /
Very truly yours, 4Q L. M. Popplewell Project Engineering Manager LMP/JVA/bh t--- _ _ _ _ cc: L. Popplewell {yg ; D.H. Wade c R.E. Ballard JOB NO . Q v / n < r. / t J hongen E'UGUEU - - - E USU LOG NO. - FILE: 2 - /. / r ( j CROSS REF. FILE 4 / bhr d4 /rq _ U
6 REF: 84056.023 CYGNA QUESTION:
- 1. CYGNA Question 1 notes that the CCW System may reach 135*F. during recirculation mode (per G&H calculation 223-16) but the TUGCO response only addresses the acceptability of 130 F. CCW. Please provide documen-tation of the acceptability of 135 F. component cooling water during post accident recirculation mode.
TUGCO RESPONSE:
- 1. The revision to calculation 223-16 has been voided and the original calculation is being used. The attached documentation verifies the acceptability of 135 F. component cooling water during post accident recirculation mode.
REV. 1
. _ . - _ . - . . . ~ . _ _ . .
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0220.'00/05/10 23:34 b?T-7537
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WeWinghouse WaterReactor- N* *
- Ekt1 Tic Corporation - Dlvsions; arow heur.9erewedWE i
. Septezber-28',1984e
. W) J. T. Wrritt; Jr.. Reft 1]GTT;10515-Assistant Project General lainager-Texas. Utilities services, Inc.
P.O.. Box 1002 Glen Rose. Texas. 76043- . TEXAS.lfTILITIES.GEWERAl!NG C0tFANY. CIBUE)O. PEAK STEAWELECTRIC STAT 10W C4mponent. Cooling _ Water Temperature Deaf W. Herritt:- The. referenced letter requested Westinghouse to' review.and veEf fy that the stated Corsponent Cooling Idater Temperature would be. suitable for.the Residual Heat Removal Fump:5eal Coolers. - Westingfiouse's. review,of-Gibbs.and Hill's request confir::s. that'the R}R pumps will perforrtheir intended function with.136 F CEV temperatures. to tk coolers for a. period of time of up..to '4 hours'.& ring recovery frow.a LOCA. Very truly yours,
. ifESTINGHOUSE ELECTRIC CORPORATIDi-R. 5. Hcward. .Itanagerc
.VRD' Cotoanche< Pe2 ~ Prtdects J.Porterfleid/jjs/09074:1.
ec: J. T. Norritt- IL R. D. Calder.- 1L ' ti C. Schstdt. 1L R. E. Ballard' 1L C. B. w rtong. . lt J. C. RuAendall- 1L G. C. Creamer- 1L. AAPE' IL J. 5. George- 1L. , R. K. Jones IL. . . l 8
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_ . _ . . . . . _. .= - - . . . _ _ . . . . _ . - _ . _ . , _ _- Telephone Co. .ersation Record Date: s/22/79 SMMa/MS-12, EH/JIr, JWM/OMi, KF, OUTGOING 048 Tim e: _ 11200 am GTN- 40147 (9-24-79) ARE Dino Mirkovie ,( Gas INDEXED Cell by: sn o two DML Randy Crawford Bingham-Williamette (B-w) An swer by: el , , JOB NO. 35-1195 M. Ceatreet M e: TUGCo - G&H # 11-2323-001 7ECEIVEi _ y dEP 2 81979 i Subject di s e n s s e d: Cont. Soray Pumos % P.O. CP-0012 Re: Seal Flush Coolers SUMM AAY OF O!SCUSSION. DEC151 CMS AMD COMM:TMENTS. I asked Randy what the maximum temperature of Component Cooling Water can be at the inlet to the seal flush coolers? The maximum temperature of cooling water can be 200F, cooling water temperature higher than 200F will cause deterioration of 0-rings. p'./g.h * )W** 8 & R OCC 04ST. DHi/sl _G_ c: ARMS (G&R Site) OL - PR I .@OJECT MGR. H.C. Schmidt (TUSI Dallas) 2L i CT M J.C. Kuykendall (TUGCo Site) lL , R.E. Holloway (G&H Dallas) 2L QA Mf;R. L.M. Po plewell (G&H Site) lL ng..T %.} NR-J. T. erritt (TUSI Site) IL nitt.0 34 R..i:JT M MOR.
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STRUTHERS WELLS ,. _ EXCHANGER SPECIFICATION SHEET ._ DES!G'T *CP-004y Joe No. TUGO P.O. ICSI 056.,9 merencNcr No. C. - custouca Texas Utilities Services, Inc.
, ORDER NO. 1-74-06-32467
;gg4Eg G1=cs 6, Hill, Inc. - isgen; 1 & 4 DATE 05/12/76 punt i.ocAT ON CCmanCne Pean Steam EleC.5Ca.-*.;nats 1.0 scavice CF UNIT COMPCNENT COOLING WAI'ER HEAT EXCHANGER 7 syty so, C"T! cCNNECTED IN Hort:Ontal TY Pc TE*e.A
, sizz ~ 61-528 sunrAct een swed. 24,360 Ef f.
?.to
- sunrAcz Pen unit 48,720 Eff. sacu s rca unit 24,708 Gros:
43,4Ao Gross
- Del. 3/1/76 (two units) - PERFORMANCE sNeu. sace OF CNE UNIT ' Tues siot
, SERVICE WATER COOLING WATER
,, eturo encutarun 7,350,000 #/Hr.* 7,000.000 8/Hr.-
ruvat rtuic axtunime 93 7,350,000 #/Hr. 7,000,000 4/Hr. uouso is
"^ 'd is c==cas.s sects u
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Li W [')!. 's j [ ", 6 su2, M j '6 u asuto varonizro on coweensco . vet via a yw stum co~ocasan
,. i\i(]! !\\ [ L Q [ N L.'. )NL l *. .".11 y sa avirr--vouio a iu;;iu is a ib vv6 vi5= i se
,, viscosirr-.uouio MCLEC3.TLAN WE1GMT-varens e.v.u s e
,, e.r.u <e i, setoric wur-ucuros 1 e v.u./e
,, e.r u./e gg LATENT MEAr-vaMG Y 99.4' . * *P ..--
Truranaruar
- 114.5 - G ' 7 *r '*#-
,, *r 3cq,4 ,
,, vrw warunc our 105.o: vn e/so. m.
.. s/so. m.
cecuartmo raassume 139
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one c, womasu or wasses erssac. 2,6 erssec. 4,y vnocrTr c,i e/so. m.
,, e/so. m.
enessues omoe 12.4 4
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as CLEANT.,INESS FnC'"CR 3s es.r.o. moana m oi c,4 70,000,000 si "uvaxcwanaco-o.Tusun. - cuLaN 564~ rnamsru aarr-senvicz 451^ u CONSTRUCTION CF CNE .5HE1.1. s/ so. m-3: 150 e/so. m. 150 u camion m essu=c e/so. m. 225 e/so. m. l v m essues 225 *P n 225 Y ' i 225 ,
,, ca.sion ruurunarune c o. 3 / 4 " swo.18 Mints.om 44. .oa pirew 15 /16" Tri . l
,, ruees 90/10 Cu-N1(B-111;=e 2860 mexatss 2Cou-ses 1-1/c" Fe-ainder 5 " l swru. C.S. A-516-70 e.o. Esx 61" j
. rtoarmo Memocoven ___
suru. coven --- cuan=et coven C.S. A-516-70fecatedi i cuaNNn C.S. A-516-70 (Coated)
- 1-1/8" Thx. ---
,, vues swerrs-erationaar C.S. w/90/lO Cu-Ni CladdincO VEA.carmo 5/8" mar'tz % s C.S. (3) vver*W 69.2M.085 TwicxNess ___
, rwicxasse vver --
,, earvu-6cno --- m CM"*== 5/8" 1
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, e ~ rrs Cc:~0ressed Ast:estes arn.cs Butt *deld (Sch.4G) 24" cur 24"
,, cm eu w -s e -m our 24" sanien 15Cs F.F. Fic.
cuaw.n-m 24"
, rues snor NCne - L1.wd s..coion -
- mr as.ca-so.cu. s,oc 1/ 8 "
asuviasutwys ASME CODE SECTICM III, CLASS 3: TEMA CI ASS "R" g" , . wuou -- ruu. or warrn 160.550 wemurs-ucw suru. 101,000 NoTra inoicArt ama cacw cant wwerwen erness ac asvro .s.m; as.o waarucn mao +oc=*eano m.=> REhs An ks ITEMS cpl-CCA-HHX-OL & O2, CP2-CCA-HHX-01 & O2 sa SEE PAGE FOR REMARKS.
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e EXCHANGER SPECIFICATION SHEET g5 PERFORMANCE - INITIAL RECIRCULATION CUSTOMER Texas Utilities Services, Inc. ng gnc'NCE NO. TUSI 05049 epuancK Gibbs & Hill, Inc. - Acent PROPOS AL NO. 7 M7_*p L' s PLANT LOCATION Comanche Peak Steam EleC.Sta.-Units 1 & 2 DATE 6/12/74 SERVICE OF UNIT COMPONENT COOLING WATER HEAT EXCHANGER ITEM NO. 1.O
. s
, wzE 61-528 TYPE TDiA CGN CONNECTED IN Herirontal SURFACE PER UNIT 49,720 Ef f. SHELLS.PER UNIT Two
- SURFACE PER SHELL 24,359 Ef f.
. 29,416 Gross
- 24,70s Grey PERFORMANCE OF ONE UNIT
. 1 Del. 3/1/76 (two units)
SHELL SiOE TUBE SIDE o
, Pt.uio CimCui.ATEo COOLING WATER SERVICE WATER TOTAL FLuio ENTEniNo 7,350,000 #/Hr. 7,000,000 e/Hr.
l
, vAron Liouro 7,350,000 s/Hr. 7,000,000 */Mr. J g sTEAs4 Non CONcENs AsLEs
, rLuio varonizEo on conoENsCo g STEAM CONOENsEo gg G n AVITY-LICut o viscosity-4.iouto i
,, 1 y woLECutAn wEicHT-v Aeons B .T.u l 8 gg SPECIFIC HEAT--4.louioS 1. S.T AL18 1, S.T.uJ # B.T.u. 8 gg LATENT HEAT-V APORs
** *F
,, TEurEMATu=E m 170.5 95.0
,, TEurEnATuaEo m 135.0 132.O
*/so To */50. *
,, ore = Atma raEssunt 135 'N-CI as NuumEn on Passes One 2.6 PT/SEc-O n ,=
4.8 FTs 5 EC-
,, vELoCTv
#/m m. 5,! diso in !
g enEssumE once 12.4 as CLEAMLINESS FAC':tR ---------------------AO. 0% ----------------------- I so HEAT ExCH ANoEo-a.T.usHn. 260,000,000 ** '2- Wa"Ec, Eoi 39,7 3, Tn ANsFEn a ATE -sEnveCr 272 cLsAN yaq g CONSTRUCTION OF CNE SHELt. -- os sicN rnEssumE # e so. iN. _ *eso.is,!
- 3. _
4.'sc6 m. * /So. IM. ' 3, TEsv enEssunt
*F *F y oESIGN TEMPER ATuRE TUBES NO. O.o. swG. LDeGTH PtTCH gy SHELL' 9.o. O.D. THtCM NEs s gg SHELL COVEN FLDATING HEAo COVEM y,
CHANNEL 04ANNEL Coven g TusE SHEETSMTATIONAnY FLOATING gg B AFFLES-Cnos5 TYPE TH4CMNEsS g S A FFLE-LONG TYrt THtCKNESS i TuDE SuPPCRTS THICMNEs3 gg 1 gg SASKETS CONN ECTION s - SHELL-IN CUT sDtIES 46 Cp4 ANNEL-IN OUT sEntES y CORMostON ALLOW ANCE -SHELL SiOE Tust StoE 4 CooE MEQutNEMENTS WEIGHTS-E.ACH sHELL WuNoLE FULL OF W ATER l y gy NOTE: sNosCATE AFTEn EAcH PANT wHETHER STRESS RELIEvro (s.n.) ANo wurTHEn m Actoon APHEo (x.n! g3 REMARKS: l
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..:L" 2 CUSTOMER CVI Corn. JOB NO.17748M Q 7.6. ,
$/ i }'l 3 USER Texas Utilities Generatinc co_ CUST. NO. 7 7-16 0J DATE 9/25/78
-@ 4 PLANT LOCATION Comanche Peak Nuciear Plant ....d.,
. i.p: s s SERvlCE OF UNIT R-12 Condenser ITE'A NO. --
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, ' ' 5 (lq) i.- s Size 16-5-l_0_2 TP E B E.M poS!TICN - HC Aiz.. '.499 g -:.
. .-$, ;j t ;; 7 SURF.. UNIT 1170 SO FT SHELLS UNIT One SUFF.SHELL 1170 SC FT. "d
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e e, THERMAC ASSOCIATES APPRDVED Fee Amt. '.NSENENT ONLY peoCggs w TM rAssicaTicN susJCCT TO CONPL!ANCE wdTM ALL scNTaaCT REcuincugNTs.
, DRAwlMes. AND SPECar CAT 80ess.
NOV 1019td Genus & Hiu I.we DIGINERS. DulGAERS. Con $lispCTOAS
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PERFORMANCE CURVE
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CORRECTION CURVE FOR . CONTAINMENT SPRAY HEAT EXCHANGERS TEXAS UTILITIES SERVICES,,INC. P.O. #CP-0050 l OAT J-2275 l BY 1 i MARTIN WALSH PROJECT ENGINEER , JOSEPH DAT CORPORATION e4 6 Y. REPORT #TN-21'4 I
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*tINIL PRINil I PA(>F NO. 1 -
PNZhllM OESCNIPilDN*G*H CONTAINMENT SPMAY HA J-22F5 -
.' CASE -RA IN -
. . .. . .---. - - 9.
MULTI. PASS FLOW T.E.M.a. FNCHANCili- I .O.-PE HF.C;:V AlTERN.50L. I
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7 ----.--.... ....------. . --.. ... . .. - --. ..... . . . --- - . . . . . .... B A F FL F O L WNINGE ME N T i
- es PROCESS D I NAME OF F LTA **
COLD SPELL SIDE NOT TLEE SIDE ** SkFLL SIDE PLNFUNM ANCE ** N. g
- COM.COCL.wfR RONATED WTN I NON. VEL. A-Flow / WINO. ~
; 2 FLul0 C0%. . ION 3.64/ 10 19 ~
SENS. LIUUlu SEhS. LIQUID. 2 F it.N COEF..A-FLOW / WIND. 1931.5/ 3 TOTAL FLod RATE IM-L9/HR) ,3h 3.4pJj iS03.J22 0.0
! 3 Flow FNACTIONS HEAT TRANSFER 148 .783 4 As .10 He .740 Cs .10 IEs .06 F80.00
'{ 4 TEMPERATURE. IN / Oui (OEG.Fl 115.0 / 175.0* . 233.4 / 175.0*
8 5 YEMPERATUNEe AVF../ SKIN EDEG.FI 14J.0/ 167.2 204.2/ 183.3
** SPELL-SIDE HEAT TWANSFER CORRECTIONS j 6 PRESSUREe INLET / AVG. IPSIA 135.0/ 130.0 5 TOTAL
- BETAS #GAMAA WEN 08 # FIND 250.0/ 242.5 6 .920 .920 1.000 1.021 1.000 '~~
7 PRESSURE DROP. TOTAL / allow. (PSil
,3.26/m lo e 00f 8.51/ 14.44/ 15.00 l
8 VELOCITYe CALC./MAA. ALLOW. (FT/SECD S.00 9.50/ 15.00 ** PHE55URE DROPS ** IPCT. TOTAL 5 HELI. Opl _ _ 7 NOZZ (IN/0UTI 6.95/ T.03 WIND 8.18 9 FILN COEF. ISAF.FAC) ISTU/HR-FT2-Fi k451.8% i .801 8 EhD 24.64/TUHE N0ZZ OP.. PCT. TOT. 9.09 10 FOULING HESISTANCE 1932.433 I 80) (H4=FT2-F/HTU) -0.00000 -0.00000 ** H.T. PARAMETERS ** , , _ . , SNELL ,TURE_ I' 11 DENSITY (L8/FT33 61.2407 60.0366 9 WALL 20RWECTION 1.027 II .981 I 12 THLdMAL CONU. 10 PRANOTL N% 3.0 1.9 IRTU/HR-FT-Fi .3730 .3833 11 REYkULDS NO. AVG. {' 13 SPEC. HEAT (H TU/t.e-r i 9973 1.0012 12 WEYNOLOS N(,. IN. SUN. 42660 155992~ ' 1 14 VISC0511Y AT AVG. TEMP. (CENTIPOISEl 46078 .295H6 33105 184832 15 VISCOSITr AT SKIN TEMP. (CENTIPOISE) .38052 13 NEYNOLOS NG. OUT. 90N. , 53I20 128378 9~ .
.33919 14 FOULING LAYER IINI-0.00000-0.00000 oo OVERALL PER.~0RMANCE DATA ** . . , - - . . . .
16 TOTAL HEAT DUTY HECUIRED iMM-RTU/HR) ** TbERMAL RESISTANCES ** (PCT. OVERALLI
- I 17 EFF. TEMP. DIFF..ELMTDI(F)IDELTAle (OEG.F3 61.24 1169.8540687 83)(1.00l= 15 SHEll. TURE FOULING NETAL OVER DES.~~ ~
i 50.9 16 39.55 34.18 0.00 26.28 .51 le OVERALL COEF.. REUUIRED ESTU/HR-FT2-Fi 577.13 l 17 TOTAL FOULING RESISTANCE 0.000000 1 19 OVERALL COEF.e CLEAN / ACTUAL tutu /HR-FT2-Fi 574.16 / 574.16 18 DIFFERENTIAL RESISTANCE ~ ~"" . 000009 i )
~ se CONSTRUCTION INFGkMAfl0N **
j 20 NO. SHELLS SERIES 1 PARALLEL 1 ** ShELL N0ZZLE INFO. ** int.ET OUTLET TOTAL SURF. /REA (FT2/UNITI 5866 19 N0ZZLE 1.D. IINI"~~ 17.3 ~ 17.3
' 21 NO. PASSES SHELL I TUGES 2 EFF. SUHF ARFA (FT2/SHELLI 5?80.9 22 SHELL DIAMETEfl (INI 43.000 20 WEL0 CITY IFT/5EC) 8.45 8.54 * . TEMA- SHELL TYPE E REAN HEAD UT 21 DENSITY ILE/FT33,,61.682 ,=60.731 I
23 BAFFLE TYPE -HORl-NO TURES NO. CROSS PASSES /SHELL PASS 5 22 N0ZZ.R-V-50 (L8/FT-S28 4399 24 SPACINO. CENTRAL IIN) 59.630 BAFFLE CUT IPCT.0IA.) 4468 25 SPACING. INLET 19.20 23 BUND.R-V-50 (LB/FT-528 1144 (INI 59.630 HAFF.CUI.ANEA !) 21.4 23 0.0 31 0.0 ~~~ 28 SPACING.0UTLET IINI 48.500 CUTeHEIGHT FNOM CENTER LINE flNI 24 HEIGHT UNDER N0ZZ tlNi 8.5 ~ 1862 8.5' ~~~- 27 BAFFLE THICnNESS tlNI .625 POS.Wil 13.2 23 0.0 33 0.0
! ** Tb8E N0llLE INFO. ** ~ int.E T pUTLET ; 28 No. PAIRS $EAl. OEVICES 0 2S NCllLE I.O. IINI 15.3 15.3' ~
IMPINGEMENT BAFFLE INCLUDED NO 26 VELOCITY IF T/SE::t l 29 TOT. TUBE SHEET THICK.t!NI 43 PERCLNT TUHES REMOVED sHOTF) 0.000 10.71 .10.48 27 DENSITY (LE/FT31 59.344 60.653 30 TURE TYPE PLAIN NO. OF TURES/5 HELL
- I 31 TUBL LGTHe0VERALt. (FT) 1220 ** OIAMETRAL CLFAHANCES **
- 24.492 TURE PITCF (INI 937S 32 TUUE LbTHeEFFECT. (Fil 24.133 TuHE 0.0. 28 afarrLE TO SbELt. (INI .1875 IINI .750 29 dLNOLE TO SHELL
~. 33 TURE LAYOUT (CEGI Jo tuttE 1.0. Ilm .652 IINi~ Y $e4000' 34 PITCH RATIO l.250 SURFACE AREA RATIO IOUT/IND 30 TUBE TO BAFFLE HOLE tIND .0156 1.150 31 8AFF. OVERLAP MULTI-SEG. IfN)~~~~# *=0.000 36 WIGHT ESTIMATION /5 HELL ILH l . ORf 23528 WET 46thi ~~
- ' e*wARNINu -ESTIMATED TUHE count FOR THIS SHELL SIZE IS 1762 TU8ES. THE g
, PROGRAM USED THE INPUT VALUE UF 1220 TdHES IN CALCULATIO45.
- l
- f. L g * .. .
Ol5TANCE FROM TANGENT POINT TO LAST BAFFLE EQUALS 37 13 (INI , Y i 9 . g .
# .i
..-........3 .
~
f.y PP 2 7 & HEAT EXHANGER DATA SHEET 10ENT. RS-681 jgg .y.7390 1 SERVICE *Residuni Nest t w eh n ee r swung 1 TYpg SEU Vertical so. pt.PER SHELL 6627 SHELLS. IN SERIES / PARAL.
'1-?71 - SO. FT. PER UNIT 66?? TEMA CLASS SIZE PERFORMANCE OF UNIT OPERATf0N MODE DESICN -
.~ 39.1 2 106
@ HEAT EXCHANGED. 5TU/HR LMf D LF ACTORI t T 19.1(.89)1.0=17.
ovpaLL ccu.cotantstavect 527.5/364.8 SHELLS 80E / ruse Sl0E SHELLSiOE TUSE Ss0E
-- stu s sende 'W4spr2 SHELL S10E'l TUBE S10E FLulo ENTERING SERVICE WTMPROCESS t/TR TOTAL FLuto. L8/HR 3.8 x 106i 1.9 x 10' 3.8 x 106 1,9 ,106 Lloulo.LB/HR O-- VAPOR. LB/HR NON.CONOT. L5/HR VAPOR *O OR CONDENSED TEMP,INIOUT 'F 105/115.3 ' 140/119.4
~
SPECIF IC GR AVITY VISCOSITY (LIOulOI. CP CCNOUCTivlTY ILIQUl01 PASSES I 2 YLOCITY. FT/SEC 5.5* 5.1 ( PR(*SURE AT INLET. PSI JRE OROP. PSI *= 16 4 6.0
, LING RESISTANCE .0005 .0003
- CONSTRUCTION OF ONE SHI LL SHELL-SID E TU8E SIDE .
~h PRESS PSI _ DESIGN / TEST 150/?25 600/400
{ , DESIGN TEMP *F 700 100 , , ASME CODE CLASS Section III Class 3 Sectien YYY cisee 2 . CONNECTIONS IN 24" 150# WRF Finnen 1 ?" te6 - w M Dne- W1 A (SIZE & FACING) OUT 24" 150f WNRF Flante 12" Sch r STC Burt Wid OT:lER GASKET eh JOINT STYLE Spiral Wound - Retained Sottal Vound-Retained l CORR. ALLOWANCE 0.125" 0.005" en Tubre
. EMPINGEMENT PLATE E.F1.rene me fa1=e TUBE TO T.S. JOINT __ Welded and rolled Max. St. Lgth./Ler=22'7" 729 0. 0. 0.75" GUAGE 18 BVC LENGTH TUSES NO.
43.25" . o. o. 44.2%" TUsE PITCH 1" AO SHELL f. D. Me"* CROSS TYPE _TH1' %" - SPA (ITjG. 9.5" : LONG TYPE I SAFFLES 16.600 l 29.400 Futt 41.000 SUNDLE WEIGHT. La$. EMPTY THK.IN. TH K..rd. PART MAT E RIA L PART MATERIAL T. S. . FlXED u n e.70 5.625 O TU8ES SA249-304 SA516-70
.049
.50 0 T-*"" 304 S/S Weld Overlav .375 h St' ELL ShC LL COVER SA516-70 .50 CROSS 8AF'LE SA36 *
.375 1.0' LONG8AFFLE .. ,
CHANNEL SA240-304 475 l CHANNEL COVER SA240-304 .875 OTHER Ing(nee. Plate 5436 REMARKS .,
- Max. Value Co rre s pond),,Rto, max,. ,sf an,01 g}.$g**_ _ _ _ _ _ _ ,, _ _ _
-- ~- --
__-~~_ NO - - - - - - - - - l o ' OATE E'N G APR *O ISSUE ( gy- , 9/14/7dPe CkhM 1 initial Dest:n 2 Revised 11/12/76i (, p ck.W l Q I e =G
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OPERATION AND MAINTENANCE MANUAL I UPS AND' DISTRIBUTION ROOM AIR CONDITIONING UbT.fiS . .
-.O<x- e cvi_501 c w - va McTipaO"7 PREPARED FOR TEXAS UTILITIES P.O. CP-0087 GIBBS & HTLL SPECIFICATION 2323-MS-87 .
A POR USE AT i
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. COMANCHE PEAK NUCLEAR STATION - UNITS 1 dc 2 GLEN ROSE, TEXAS t
- I CVI WORK ORDER C581 FOR orTICE '
ENGINEERil"* vJ uuIND
. c'ONLY ..,
. y 0
AUGUST 123: e~e
. . , . . . . . , . . . . . . . .-....y, . . ,._. . .+. e .. . . . - . .
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1 v es _ , , , , j l' EXCHANGER SPECIFICATION SHEET . 1 _EG NO. 145-CIN-81-R1 2 CUSTOMER EVT Enennratinn JOB NO. , 3 USER . CUST. NO. Q1 1004
~ '
l 4 PLANT LOCATION DATE May 29. 1981 5 SERVICE OF UNIT p.1p CondenSSP t ITEM NO. a SIZE 16-5-76 TYPE B94 POSITION . HORIZdyERR . 7 SURF 1 UNIT 827 SQ. FT. SHELLS / UNIT One SURFjSH ELL 827 SO FT. 8 NO. OF UNITS TWO SHELL ARRANGEMENT ENGR. j i . PERFORMANCE OF ONE UNIT
- i 8 .
)
6 s FLuc ALLOCATION SHELL 5:OE TUBE SIDE 10 fluid CIRCULATED R.1 p WAtoe 11 TOTAL FLulD ENTERING 8/HR ROl g d _000 1 12 IN OUT IN OUT
) 13 VAPOR 8 MR. R _01 g ,
14 LtOUID SMR gg nqq 5 4 l i 15 STEAM SMR. ~'[ g 1 18 NONCONCE NSABLES SiHR. l ? e/HR i f) 17 FLU 13/g'{Q fff 0NDENSED p_p3g l , 8 . 15 STEAM CONDENSED ' SMR l { 13 GRavtTY.LtQUiD bo - e w v'SC CS:TY LIOuiO ~hy ; a 21 uCLECUL AR WEIGHT . VAPORS i l 22 MDLECULAR WEIGHT . NON . CONDENSIBLES I I [ 23, S*ECIFIC HE AT OTU/s/'F 1 n . 24 THERuAL CONOUCTIVITY I { i ' 25 LATENT HEAT
- te l 26 TCAPERATURE TSAT = 150 *F ]gg jgg 1 q q 'l qgg_y'A Ir . 27 INLET PAESSURE 250 PSIA --- .
y NU'.*2ER OF PASSES PER SHELL Onp gp !
}28 q g j p
] 29 VE.CCITY 3o PRESSuaE ORO* . ALLovuCALC FTsSEC.
PSI
,,, / ] , O ,,, / 7 % % ;
,i 31 rOstiNs RESISTANCE -- .0005 -
p< 32 NEAT EXCHANGED ~505 000 9 .eTu-a uTo iCoRRECTeo, Aq a . 1e_g i eTUwa So rv F r d- 33 TRANSFER RATE SERVICE Ave'd. 57.7 CLEAN 67.9 ji 3 CONSTRUCl TION OF ONE SHELL SKE*CH ISUNCLE> rec 2LE OMENT i 11 34 SHELL SIDE TUBE SiOE ? 150 cedp. P-35 DESicNiTEST PRESSURE PSIG 350/ cedp [ { l 1 3a cES:GN TEupERAruRE *F 200 200 ._
'8' b 't 8
37 CORROS'ON ALLCWANCE IN j / pes jfpn w 4'p g,}( ,g. \ 38 CONNECTIONS IN j,]fpn 'p H , E mM d I h 39 SIZE & OUT 1_l'/ p u pu l ll 1 do R^ G 13,000 lbtSW 150'1b. R F_
- 41 TUBE NO 250 00 5/8 'N TN"' urn'd/d/ 9 .04Q IN LENGTH gags 42 TUSE MATERIAL (v/LO/SMLSI ggggg CD Q 6* PtT CH pg /]p IN + 30 4QQfy Q 43 SHELL IN SHELL COVER UNTEGl ent s.'Ov e Cf3
$ 0 15-1/0 16 __
CHANNEL COVER 44 4pJg t$ONNET C {fg .
- . 04s TuaEsHEET . STATIONARY SE171 CDA706 (00-10) s tuenEn FiOAmc _
$6 FLCATING HEAD CCVER .. l supiNGEMENT PE=OTECTION ype 1
lg* 47 BAHLES CROSS C/g TYPE Sepental *s CUT _ S* A C'NG.. as emLES .LoNG TuRE SuppCnTS 9 .., ,, 1j , 49 TLBE SHEET JOINTS SHELL gg1dpd CHANNEL F1angad TUSES pn]1pg g,g{gp]dpf i; , so casxETS . swell __ FloA1'Nn -E Ar, __ CHANrct pionn on.
*; A "R" si CooE nECuinEMENTSIUbeside.. AS'1E_Sec_Ill..tl .3/shellsidgO'S!E fLUVULD O I&IA " "^ "^" LUI S2 WEIGHTS /SHELL
- SH4PPifdG
!l 53 REMAR<$~
Tubes are Walynrine l
- Tubes _per SB359 90-10_ CutM Code Case _fi-3R. .
H 7A FDT-i i SS G55 M Ui z' age a 01 L Rev Niu . 1 - s loi2R
~~ a l~w . -
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PERFORMANCE TEST REPORT FOR
- YORK HERMETIC TURBOPAK MODEL HTC2Al-ABCS, REFRIGERANT-ll NUCLEAR SAFETY RELATED CENTRIFUGAL WATER CHILLER UNIT
. CUSTOMER: TEXAS UTILITIES GENERATING COMPANY .
P. O. BOX 2300 GLEN ROSE, TEXAS 76043 ~ PURCHASE ORDER NUMBER CP-0080B
~ ~
AGENT: TEXAS UTILITIES SERVICES, INC. 2001 BRYAN TOWER DALLAS, TEXAS 75201 . CONSULTING ENGINEERS: GIBBS it HILL, INC. 393 SEVENTH AVENUE NEW YORK, NEW YORK 10001 SPECIFICATION 2323-MS-80B ADDENDUM NO.,1, DATED SEPTEMBER 15, 1978 PROJECT: COMANCHE PEAK STEAM ELECTRIC STATION UNITS 1 AND 2 APPRDVCD GLEN ROSE, TEXAS ,, ale"c^o""^7," * [,T,'c ,*,','7., SusJECT TO COM **. TAN CE m ETH ALL CONTaacT NEcuiptuc%f 2. UNIT IDENTIFICATION: . WATER ' CHILLER ITEM NUMBEN86.^"
- CP2-CHCICE-06 YORK SERIAL NUMBER 8-1965 JUL 201979 YORK ORDER NUMBER 77-780931(H)
Gress & HILL. INC. hamitas, otsantns. ccutau: ens NEW Yomic SUBMITTED BY: YORK DIVISION, BORG-WARNER CORPORATION YORK, PENNSYLVANIA
- JUNE 21, 1979 TRANSMITTAL NO. Y-124 PREPARED BY:
$ J/ . V A'. R . SHANKO, JR .V '
CONTRACT ENGINEER R E C EIV g g JUN 221979 R. E. DOLHEIMER GlBBS g }4lLL,INC. J CHIEF CONTRACT ENGINEER f
~
J'. J. BERTZ " Y QUALITY ASSURANCE MANAGER
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A%. %151CHER COMONCHE PCBj' N[dRM'N$NRl[hfhhhj, gggig;;fS.O.No.'ff-7f05t3lde aucui Umoc TcsT C2 Ai-9803 R-il fium6 Tic TuR8oP4/4 g" Q" "'- ,s . . "lPninceratlEot go,,_y,,,c,c,;;,,,,,,,, g .
-j DATA RtcoNoco Br[I M E8M ___ --
EnclNetR A 8. M NIB!EQiYR*- ENGINCERING DEPARTNENT h. - 1 _ . _ _ _ _ _ _ . _ _ _ -- m n77 L,unBamT EVMPORHToR T I M In *m e o ao C09 DENSER COMPRESSOR e,My' e,8 'f .gF c
% P P z 920 n20 cwr. sinr.
rt4 a no z azo n.,.o coat 09 w. na m. on. . t. S m *on orr 49 nei Tap. M opp AP Sssr. TDP. Rif IDP, SEIF. IM alt PSI "#f *F Gre , d
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- no. UhliS_ h P0. DER IUPUT 103 K.s 14AX b;U,4 nri = 126 yi)LTS 4bD /3/ $Q A P P R-O V E D 14 4 PatQCCED WITM ATICM FABRt:
.FLA SUBJCCT TD CCMPLIA*40 Au.Costu o=4wmas, e CT uoamen:ces. WITH gag UELTA .
ri4'1 uD seceiricAv:~ . FEB 3 he . LdA STAN ~'~~ - STARTEh TYPE.)lCROSS 'THE-LINE _G,,c, g g' ' IN C-namtus, ne et ?l,'[kstkucs; , TUddOPAK r.iODEL 110 riTC2A1,-ABCS udIT uuTY 101 TH BRSic, CoMDIT10M Coi4DEWSER C00 deft FLUIu YYPE v1ATER NATErt GPie. 300. 255. - TE 4P 04. -F 105.0 64.6 TEtP OrF - F 115.5 55.0 ' FodLlud FACTOR .00050 .00050 PASSES 3 3 TUuE vel - FPS 6.17 5.92 PHcSS bHOP - FT , 13.09 13.09 TUoE .4ATL & uO. COPPER '184 COPPcR - 163 EXT SUhF - S0 l-T 1623. ( 26 FPI) 1438. ( 26 FPI) 0.s? eiATER SIDE 150 PSId 150 PSIb CO.4Pd ;430EL. Al SPEEu CODE La ,itiFR 11 j 'a N. dli:LEp g .9
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STisRTEsi TYYE ACF_DjS-TUE~ L U ?E TUHbOPA.< I.t0 DEL fia C2 A l- AB CS ddIT uCTY l01 TH EMERGEMCY CDtJDITIt)t) CO.sdBalSER C00cdk FLdio TYPE nATEH r!ATdd UP.4 300. 255. fE.t.P 04. -F i35.0 7 I . :> f E.4P Or-F - F 146.0 62.0 FooLI.iu FACTod .00050 .00050 PASat:S 3 3 TUuE VEL - FPS 6.I7 5.92 PRd5S odGP - FT 12.44 13.41 TUuE p.ATL & uc. COPPED - Ina COPPdR - 163 EXf SuhF - Su FT 1623. ( 26 FPI) 1438. ( 26 FPI) aJae - i.ATER SIDE 150 PSIG 150 PSIG C O.. P H st.0 v E L AI SPEdD Cube La HEFh 11 l tu.h n I NAh
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NUCLEAR REGULA ORY COMMISSION U u n-m m.c. amass c
.. .e W 3 25 's "i
y;_- - .;, . .
-b . CYGNA -
, c. '
303 N * ,g 3 7p g-- CYGNA Energy Services ons nEc';/D;CD: 101 California Street '
#50'
. Suite 1000 -
3'.' San Francisco, CA 94111 5894 g,,,.fg,g l ATTN: Nancy H. Williams, Project Manager CROSS R"F. FILE ____
Subject:
Request for Infonnation on Phase 4 I Independent, Assessment .
Dear Ms. W111 fans:
We have received your sutunittat of Aprt1l29,1985 with preliminary results of in the areas of Mechanicaland
'your independent assessment of Electrical systems and have perfonned athe CCWS, limited reytow of that infonnation.
In order, however, to better understand your technical effort we request l response to the enclosed questions. To best utilize the information requestedi we would like receipt of your responses on or before May 7, 1985. For any clarification regarding this request,pleasecontactmeat(301)d92-9439. Sinceply, , Evangel C. Marines, Deputy Electrical /Operatierial Group Coman{hePeekProject cc: w/ enclosure - TUGC0 J. J. Redding,ASE Ellis, C J. Beck, TUGC0 W. Norin (Sishop. Liberman et al.) I . e p .
7..._...._.._ aw a; u n
- g. :- {
09estions for CTGNA o Mechanical 5.ystes 3-
.- .p
- 1) list the documents used to deYel0p the Checklitt.
- 2) In your inspection what is the stat $s of the FSAR? Was it considered a design document by Gibbs & Hill?
t
- 3) List the calculations reviewed durf r)g the inspection.
- 4) List the drawings reviewed during t e inspection.
- 6) Describe the method used to review halculations. -
1
; \
- 6) Breakdown (in percentage) the time spent at Gibbs & Ht11. N.Y. site, TUGC0 offices, Westinghouse and hq office.
- 7) Describe how the Mechanical Systems : aspect of the design was inspected l l
for compliance with the design contp1 attributes described in ANSI-N45.2.11.
~
- 8) Describe how the correctness of calculational methodology was ascertained, (e.g.mnoutflowand[l@$H). g
- 9) Describehowthewalkdownplayedario11intheoverallschemeofthe
[ l inspection. ;
- 10) Describe how the venting scheme for ,the CCW Surge Tank was considered to antisfy single failure.
- 1
- 11) What detailed technical checks were , conducted on the calculations reviewed? .
t i l
- my e as l
. ::. j l
- 12) Was the design edequacy of the HVAC'aystem for the CCW pump rooms revtewed? l e
13) id Gibbs & Hill have a scheme to identify safety-related calculations
.,sMd was there a requirement to periodically review / update them? f
- 14) Describe how the inspection veriff ad the inciusion of certtff ad vendor '
infomation in the design? l I
- 16) Explain how the inspection veriffed the adequacy of the surge tank size ,
to.acconmodate changes in the system water inventory due to temperature , change and system leakage.
- 16) Explain how the inspection verified'the adequacy of the 3/4 in, relfef .
valve on the surge tank.
- 17) Explain how the correct sizing of the surge tank vent valve and vaccum breaker was vertfied by the inspection.
- 18) How was the basis for the 50 gpm system leak rate verified? (NS-01
~'
sht10/10). t
~
Ig) How was the basis for the 30 minute 1eakage perted verified? (MS-01 . sht10/10).
- 20) Describe how from the vender curve was used to determine a runout flow ;
of 18,000 gpm . (MS-01sht2/10)
- 21) Did your review of the CCW heet exchanger include all of the requirements of the FSAR consitzent to TEMA not ,fust the fouffng factor (MS-01 l sht2/10)7 Explain what was reviewed.
- 22) How was the combinetton of flow orifices and/or balance valves for the varfous loads (RHR., C5. etc.) shown to be adequate to prevent flow starvation at any single load? f l
.e. a
MAY 3 155 3
- 23) Were the inputs and assumptions used in calculations reviewed to determine the need for subsequent verification? Describe your threshold
~
. cn use of undocumented engineering judgements?
- 24) How was it ascertained that the break leakage values were conservative?
(MS06sht2/4) .
- 25) Describe the conservatism used:in arriving at the 583 gpm leak rate (MS-02sht3/7). Explain the conservatism of use crane 410 EQN. 3 21.
I
- 26) Describe the extent the CCWs heat rarmval capability was examined. In
.particular describe the extent input values to CCWs calculations were verified (i.e., the containment spray heat exchanger heat load, the heat removal capability of the ultimate Nat sink through the service water system,etc.)
l 9
- - - - - - , - - - , , - - - - , - . - , - . . , . - , - . - - _ - - - . . . - - . - - - - - - , - . , . - , , - - - - - - - - - - - - , - - - - + - - - - - - - - - - - - -
BA't 3 385
)
)
Questions for CYGNA Phase 4 Study ~- Instrumentation & .Conteci
- 1) FSAR Table 7.1-2 sheets 1 and 2 list 10 CFR 60 App. A, G.O.C.'s, MRC R.G's, and IEEE standards applicable to CCWs. For each safety-related CCWs component. have the following items been addressed:
(a) GOC 24, Separation of protection and control systems? Where? (b) GOC 44, C60 ling water Where? l (c) GCC 44, Testing of cooling water systeen Where? (d) RG1.22 Periodic testing of protection system actuation ! functions? Where? (e) RG1.62, Manual initiation of protective actions? Wham? j (f) RG1.89, Qualification of class IE equipment for MPPs Where? (g) RG1.100, Seismic qualification of p'ec equip. fer NPPs? Where? (h) RG1.118, Periodic testing of elec. power & protection ! systems? Where? (i) IEEE279, Criteria for protection systesis for NPGS7 Where? (j) IEEE338, Periodic testing of NPGS protection systa s? Where?
- 2) InCYGNAanalysisEE-01(SA),Classitretaysareusedasisolation devices. Is this isolation always achieved by coil to contact isolation; conversely, are any inst 4nces contact-to-contact isolation?
Has every isolation device requirement in CCWS been assessed?
- 3) What exact signals make up the " tripped and inoperable" system
. hypass/inope*ative indication on SS!! for CCWs pump train "A" as mentionedinEE-01(SB)andEE-02(68)7
- 4) What means have been provided in the detailed CCWs pop control circuit to assure that the low pressure puun start interlock cross cor.nections between redundant trains meet the requirements of IEEE 279, IEEE 379, and IEEE 3847 [dentify specific sensors, power sources, channel components and isolation devices, if used. Ref.EE-01(5C)and(7B)andEE-03(2C).
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- 5) Describe how the roodified nonsally.open surge tank vent valve circuit satisfies IEEE 279 and IEEE 379 ff.a single power source is provided for this' valve. Describe the valve position indications.
- 6) For pAM instruments, courpare required versus actual ranges and provide power source for the taperature and flow measurements. Raf.EE-03(IA).
- 7) Elaborate on whether all listed instnaments in EE-03(3A) are Class 1E, their setpoint values, and adequacy of these setpoints. For items in EE-03(38), elaborate on setpoint values, actual ranges and required ranges. ,
- 8) In appears that the following items are missing from the CYGNA, phase 4 enalysis. Please discuss their inclusion or exclusion:
(a) ESFAS circuitry for SI and foss.cf offsite power used to actuate CCWs components. (b) Supporting systers needed for CC:.s operation in an accident situation. (c) Instrument rack and cabinet procurenent specifications for feplementation of design requirenrents. (d) Instrument sensing line physical separation requirements. (e) Capabilities for periodic test.in the design. (f) Adequacy of protective action interlock setpoints. b e 6 I
= . Et 8 35 Question for CYGNA_on Efectrical Systems EC-01 Electrical CCW Pump Motor
- 1) Voltage (a) Was voltage at motor reviemd or at bus '
(b) Did the G & H calculation itci,ude Utility data for system swings (e!!n & max ' voltage) through both the preferred and alternate sources of offsite power?
- Did the calculation include voltage dips caused by loading the 0.G, when only the standby source is available.
- Did the calculation include distribution equipment as built data.
- Was degraded grid voltage protection reviewed by CYGNA7
- 2) (a) Was the transfer circuitry for the preferred, alternate and standby power supplies reviewed?
- What source did CYGNA man by the "back up power source"?
- 3) Relaying (a) What is the basis for the G & H relaying recorwendations?
- Was the applicable motor data reviewed (e.g. themal damage curves, acceleration data at min and max voltage).
(b) Was the Short Circuit Calculation reviewed for correct results and was the input data reviewed.by CYGNA7 (c) Was the coordination of the CCW pump motor breaker checked with the three incoming breakers? (f) Was the basis for the environmental and seismic data in the switchgear spec confirmed by CYGNA and reviewed in the qualification , report?
.- MAY 8 155
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- 4) Cable !
l (d) Did motor spec include electrical data such as alnimum starting voltage and minimum accelerating time at minimum and maximum voltage? (e) Was the routing of the power ahd control cables reviewed for voltage level separation? (g) 6.9kV power cable is not limited by percent fill but by spacing, how was this reviewed. (j) Was the basis for the environmental and seismic input to the motor spec confimed by CYGkA and reytowed in the qualification report?
- 5) Pump Control (a) Were the isolation relays confined to coil to contact isolation or were they qualified also for centact to contact isolation.
(b) Was the pump control inoperabit circuit reviewed by CYGNA for r completeness for such things as control switch position, control voltage availability, breaker in correct position, service water system available etc.? (c) Where is the single failure of the Loop A/ Loop Isolation valves discussed.
- 6) Afternate Shutdown (a) Was the alternate shutdown circuit provided with an al. ternate power y supply? .
- 7) (b) CCW/SWP pump interface -
Will (4) the CCW pump start the SSW pump or (b) the $$W pump start l the CCW pump 7 If(a)istrue,hasthisbeenreviewedwith the DG Loading, , (c) If one CCW loop is nomally shutdown, are the UPS A/C unit and I the nuclear chilled water system 100% redundant and share a consen distribution system to provide cooling for the Class 1E Switchgear and Class 1Etuotors. l
l.. MAY 8 NE 3 EE-02 CCW Electrical Valves General Intire discussion does not address the contaiment isolation valves or the reactor coolant pump thermal barrier cooler isolation valves,
- 1) (a) Was the MOV voltage confimed at the motor for starting an running' condition.
' (b) Did CYGNA confim that Al,L dc }oads would operate at 90 volts. l
- WhywasthenonIEpaneljD2-3includedinthereview?
- Was the voltage drop in the de system reviewed to other equipment such as Inverters and Switchgear?
- 2) (a) This item addressed the connection of the battery and battery charger to the de bus but did not add m ss the capability of this equipment to supply the design load or the surveillance required to prove the availability to perfom its safety function. ,
- 3) (a) Was the short circuit checked by CYGMA or just the results of the calculationcomparedwiththeNCCspec.
(b) Does the referenced spec cover'both the de bus and the de power panelboard.
- Did CYGNA review the short circuit caic for the panelboard and confirm that the short circuit rating was a 0,CC rating.
(c) Are the overload contacts used to DMtact the motor during periodic p testing as required by R.G.1 1067 (d) Was the setting criteria and actual selection of the overload heaters (used for alam and/or protection) reviewed by CYGNA for accuracy and basis. Were these. in agreement with the MOV vendor's reconsendation for themal protection. (e) Was the basis for the environmental and seismic requirements for the MCC and DC equipment specs reviewed by CYEMA and included in the Qualification Report?
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- 4) Valve Power and Control Cable l l
l (a) Was the basis for the G & H alloweble cable length confirm d by
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- Did G 8 H include MOV starting current in the voltage analy;es?
- How does the G & H calculation / analysis handle the loads inside containment where recte th4n one cable is involved such as CCW valve MV4696.
(c) Oces the G & H ampacity calculation include doratings for l
- higher, ambients (such as inside containment) l flame retardents and fire. barriers I - Tray covers on cable tray (d) Was the Limitorque Data reviewed for other electrical data such as locked reactor current and stroke time.
(e) Was the valve specs also nyiewed for electrical inputs such as AC voltage range, minimum starting voltage, minian and maximum de voltage, temination requirements including limit switch and operator environmental conduct' seals, and contact retings? (f) Was tray voltage level confirg d for esbie routing in accordance with FSAR 6.3.1.4,37 (h) Was the tray fill basis checked by sampling the actual cables in a given tray section and hand calculating the percent fill.
- Was this done for power control and instrument trays which have different fill restrictions.
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- Was the basis for the instrument tray fili limit reviewed.
[ (1) Was the 600 volt power cable specification reviewed?
- Did the review include e determination of the required .
insulation level Lecause the 440 volt system is ungrounded and not tripped on g cunds.
- Was the cable manufacturer's cable data reviewed and coorpared to design documents: a)Cableoutsidediametervs.trayfill andaspacitycales.b)maximumpullingtensionandsidewall pressure vs installation spec. c) cable repair and spifce criteria.
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(k) Did 'the power operated valve specification also cover the Ya1Yas j inside containment with its harsh environment. i
- Did the valve spec provtep radf ation valves for different piant areas, l
- 5) (a) Was the qualification of the " qualified isolator" reviewed by CYGNA? !
(b) Did CYGNA question why valves sV 4512 and HV 4514 were not monitored the same if they perform the same function to isolation the CCW A Loop from the 8 Loop?
- Why are valves HV 4572 and 4574 not included in R.G. 1.47 monitoring to eTam loss of the RHR and containnent spray cooling capability?
(c) Valve RV-4508 does not have a Train 8 cote..e ? art as implied by an x in the "yes" colusrn.
- 6) (a) Was the basis for the CCW alternate shutdown report input reviewed?
- 7) Functional Requirements
- Was a FMEA performed on the control circuits?
(b) Does a sufficient deedband exist on the CCW pump recire, valve flow Control. (c) Was the basis for the partially open setpoint of valve HV-4572 reviewed for interdiscipline triterface. Does this agree with the actual setting. (a) Does an interlock exist to isolate the safeguards loop on surge tank i lo lo level which could be cauged by a break in the non-safeguards section of CCW. (f) Document whose analysis forms the basis for removing the high radiation interlock on valve RV 4508.
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- \ MAY 3 1985
.g-EE-03 Electrical CCW Instrumentation ,
- 1) Was the Post Accident Monitoring equipment included on the IQ list.
(b) Does specification 2323-MS-622(cover all tamperature elements inside and outside containment.
- are the temperature elements RTD's or themocomples (T/C) If the TE's inside containment (on the CCW system, etc) are T/C how are they brought out through the electrical penetrations?
- 4) Instement Power Sources review was not completed ir, the checklist.
- Was the correct train associated power used?
- Were voltage and current requ'irements of both the instrument loop and the electronics rack reviewed? -
Was Class 1E/non IE isolation in the rack electronics reviewed?
- Was the Rack supplied by a UPS and was the capability of the inserter reviewed? ,
Checklist states that #12 conductors are used for instrument cable but list EE 02, Item 41 lists shielded twisted pair #16 cables. 9
- IF #12 is in fact used are the . cables in a shielded wisted pair fonn.
9 9 9 J
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.. 7 Other areas not reviewed but that should have been included:
- 1) Electrical Contatteent Penetration required for the CCW system NOV,
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solanoid power and control and CCW instrumentation inside containment. Penetration specification inputs for required aspacity, short circuit capabiitty, environmental (inci, radiation) and Seismic requirements for normal and 09E conditions, tamination requirements etc. 1
- 2) Diesei Generator Capability to accept the CCW Pump What is the basis of the loading tabulation has the input data been reviewed has the Diesel Generator tests proven the capability of the ,
unittoacceptthedesign:basisload. has the actual motor data for Targe motor (480Y anc 6.9kV switchgear loads) been reviewed for starting kys and accelerating times and compared to the diesel generater Toading . calculation. Were differences justified?
- 3) FieldDesignChangesinCCW(andothersystems)
Do design changes initiated in the field conform to the project specifications, guidelines and calculations. ,
- 4) 480 volt motor protection and coordination (switchgear & MCC) with upstream breakers (not covered by CCW system). '
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bh/iUa.hk Qeaao TSG-9117 TEXAS UTILITIES GENERATING COMPANY 0, fhg OFFICE MEMOR ANDUM WO66 'D(C, k]e To R. D. Calder Glen Rose Texas Aprii 11. 1985 Subject COMANCHE PEAK STEAM ELECTRIC STATION MINUTES OF MEETING AT CCL 4-9 THRU 4-10-85 5 J ? ? ? rpi ;- UNISTRUT TESTING PROGRAM G, ', 5 A meeting was held at CCL's office in North Carolina between CCL, CYGNA and TUGCO. The agenda for the meeting was to discuss any concerns CYGNA might have toward the testing of Unistrut supports currently being conducted by CCL. The following is a summary of the concerns which were discussed. CYGNA's major concern over the testing program seems to relate to the grouping of supports and the choosing of supports such that the test cases will envelope all Unistrut supports at CPSES. The initial groupings were performed without an in-depth review of each attribute of each support configuration. This causes the groupings to reIy too heaviiy on engineeering judgements. It was feit that this method of selection would be very difficult to defend in the current liscensing environment. The plan of action for this issue is to have Gibbs & Hill provide an in-depth review of each support. This review shall consider each attribute of each support to deter-mine if they have been enveloped by the existing test cases. Gibbs
& Hill shall also include a review of all CMC's affecting Unistrut supports to determine ' worst-case' enveloping. For each support which is not competely enveloped. TUGCO will have to reach a decision as to how to approach a resolution. Some possible resolu-tions may include: 1) testing additional support configurations,
- 2) modification of existing supports to conform to previously tested configurations or 3) removal of that particular type of Unistrut support and voiding the respective S-0910 drawing.
This approach will provide a _very defendable qualification of Unistrut supports at CPSES. Brian Harrawood of CCL gave a brief presentation of the EZHANG Program and its applicability to the on going test program. CYGNA felt that the approach seemed reasonable. However, a final approval would be reserved until they have received the detailed '
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models used in EZHANG and JOB NO h0Ib DATE REC'D/LOGCID: L// 2[/8.5 LOG NO.: */ 55 FILE: 2. /. / bc Crt . CROSS REF. FILE
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R E C EIV E D o APR 161SE5 TSG-9117 g, pug p pej, gig v:.q Page 2 uacan .. s n.wie. k w Two additional items were discussed with CYGNA which do not relate directly to this testing program. The first item related to inter-actions on clamps. CYGNA provided us with an interaction formula which was used by UE and C. This formula differed slightly from the one used by G&H, Additional research is required to determine ' what is acceptable to the industry. The second issue discussed related to all transverse conduit supports. Designs exist where transverse conduit supports have an equivalent or even greater stiffness in the conduit longitudinal Due to direction than some of the multi-directional supports. this, longitudinal loads will be induced into these supports which these supports have not been designed for. Because of the complexity of trying to provide an engineering justificationThe formost all generic cases, an alternative should be investigated. economical way of resolving this issue may be a hardware fix to all the existing transverse supports. This alternative deserves consideration since it is believed that these supports constitute a very small percentage of the conduit supports (probably less than 1000 supports). I H. M. Kissinger Supervising Engineer Civil / Structural Engineering TUGCO Nuclear Engineering RMK:SGM:kms cca J. R. Yow - CCL R. Miller - CCL P. T Huang - G&H N. Williams - CYGNA J. Russ - CYGNA D. Leong - CYGNA
f VU b f If CPPA - 41237 TEXAS UTILITIES GENERATING COMPANY , P. O. BOX 1002 . GLEN ROSE. TEXAS 76043 October 3, 1984 NUED OCT 0 e sB4 wem CYGNA Energy Services 101 California Street
" Suite 1000 San Francisco, CA 94111
Subject:
COMANCHE PEAK STEAM ELECTRIC STATION FOLLOW-UP RESPONSE TO CYGNA QUESTIONS
Dear Ms. Williams:
Pursuant to an October 1, 1984 conference call with CYGNA's Ms. N. Williams and Mr. R. Hess, TUGCO is providing further clarification to question number 4 of letter 84056.010. The July 23, 1984 Westinghouse letter identifying the potential for overpressurization of the Component Cooling Water System states that, " Typically the limiting condition is the rupture of a tube in the reactor coolant pump barrier". TUGCO has filed a potential 50.55(e) on this problem and is pursuing its resolution . In addition, TUGCO is evaluating potential ruptures in the letdown heat exchanger and in the Residual Heat Removal heat exchanger. Due to TUG CO 's conservative approach on this issue and our obligation to resolve such issues to the satisfaction of the NRC, CYGNA should dispose of this issue as discussed. Ancer ly, NN E vid.1 H. Wade Project Manager DHW/bh r t L. v, es a i\..4s /,. cc: ARMS '
- J J.B. George '
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11 Penn Plaza New Wrk, New York 10001 212760-Telex; 4438 Domestic:127636/968694 Intematonal: 428813/234475 A Dravo Company
. I GTN-69484 September 20, 1984 Texas Utilities Generating Company Post Office Box 1002 Glen Rose, Texas 76043 Attention: Mr. J. B. George Vice President / Project Gen. Manager Gentlemen:
TEXAS UTILITIES GENERATING COMPANY COMANCHE PEAK STEAM ELECTRIC STATION - G&H PROJECT NO. 2323 CYGNA PHASE IV CABLE TRAY SUPPORT REVIEW QUESTIONS REF: CYGNA LTR 84056.031 DTD. 8-6-84 By copy of this letter to Nancy Williams of CYGNA, attached please find the following calculations in response to CYGNA Phase IV review question transmitted via the above reference: SCS-101C, Set 3, Rev. 8 Responses to remaining questions will follow. l Very truly yours, IBBS & LL, INC. r l ,. \ / / 4/ e e i REBa-EB-AMK:f sce Robert E. Ballard, Jr. 1 1 Letter Director of Projects cc: ARMS (B&R Site) OL N. Williams (CYGNA CA) lL, IA J. Van Amerongen (CPPE Site) lL, lA D. Wade (TUSI Site) IL, IA C.R. Hooton (TUSI Site) lL, lA
- \ J. Russ (CYGNA CA) lL, l A 1!Tanti ~carriec) 7 CYGNA __
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GTN- 69678 o JOB NO 0 t!; g 6 Texas Utilities Generating Company DATE REG'D/ LOGGED: !/#! Post Office Box 1002 Glen Rose, Texas 76043 I // ', LOG No.: Attention: Mr. J. B. George m .t 7 / / 0~~ IX Vice President / Project GotoSSM&lifagELLE < /' / / Ju [- b ) [8 N'i Gentlemen: , TEXAS UTILITIES GENERATING COMPANY COMANCliE PEAK STEAM ELECTRIC STATION G&H PROJECT NO. 2323 CYGNA PilASE IV REVIEU Dy copy of this letter to Nancy Williams of CYGNA, attached please find the following conduit support weld undersize calculat19s in response to CYGNA's request per the Nov. 29, 1984 telecon britween P.T. Iluang of G&ll and J. Russ of CYGNA. Support No. Calculation CS!!-18d SCS-209C, Set 4, Sheet 127 - 134 (exclude 130) CSti-18c SCS-227C, Set 1, Shoot 14 CSM-18f SCS-227C, Set 1, Sheet 15 CSM-42 SCS-209C, Set 3, Sheet 196-199 CA-15 SCS-227C, Set 1, Sheet 44 O Ih N
s Gibbs S Hill.inc. GTN- 69678 December 4, 1984 Please note that weld undersize is not applicable for support details CA-Sa and CSD-la.
. Very truly yours, e '4IBBS & LL, INC.
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Robert E. Ballard, Jr. Director of Projects REBa-ELB-AMK-PT!!: scc 1 Letter cc: 'nna tu
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