Text

Forwards Answers to Specific Questions Raised in 970606 NRC RAI & Supporting Isometric Drawings W/High Point Locations Identified.Also Includes Description of Ultrasonic Procedure Used to Detect Fluid in Piping of ECCS
	ML20141B624
Person / Time
Site:	Byron, Braidwood
Issue date:	06/20/1997
From:	Hosmer J; COMMONWEALTH EDISON CO.
To:	; NRC OFFICE OF INFORMATION RESOURCES MANAGEMENT (IRM)
References
	NUDOCS 9706240075
	Download: ML20141B624 (65)
	v • d • e

{{#Wiki_filter:.. Commonwealth Edison Company 1400 Opus Place Downers Grove, 11.60515-5-'01 r i June 20,1997 U. S. Nuclear Regulatory Commission Washington, D.C. 20555 l l Attention: Document Control Desk

Subject:

RAI Response for Emergency Core Cooling System Venting Surveillance i Byron Station Unit 2 Facility Operating License NPF-37 and NPF-66 NRC Docket No. 50-454 and 50-455 l Braidwood Station Unit 2 Facility Operating License NPF-72 and NPF-77 NRC Docket No. 50-456 and 50-457 i

Reference:

1. T. Tulon (Comed) letter to USNRC, Emergency Core Cooling i System Venting Exigent Amendment, dated May 27,1997, 2. Telecon between M. Lesniak (Comed) and G. Dick (NRR), 4 May 30,1997. j 3. NRC Request for AdditionalInformation Regarding. Emergency Core Cooling Sysetm Vei. mig, dated June 6,1997. In Reference 1, Comed submitted an Exigent License Amendment Request to the NRC { because Byron and Braidwood Station were not in literal compliance with the wording of i Technical Specification Surveillance Requirement 4.5.2.b.l. In Reference 3, NRC requested additional infermation to support the technical specification request. The answers to the specific questions raised in the RAI and supporting isometric drawings with high poirit locations identified are contained in I i. M j lll1Rlll1Rllll1001 00lllllOlllll 9706240075 970620 PDR ADOCK 05000454 P pon k:nla. byron.lar:eccsexgt.ckx:1 A Unicom Comp.tny

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.. -... -.. -. - - - - ~ -.. 4 i j U.S. NRC June 20,1997 l J In addition, NRR requested a description of the ultrasonic procedure used to detect fluid j in the piping of the Emergency Core Cooling System (ECCS). (Reference 2). Attachment j 2 provides necessary information. i r j If you have any questions, please contact this office.

smcerely,

,f' 4/ b 3 4 John B. Hosmer Vice President i Engineering ' Attachments cc: A. B. Beach - Regional Administrator, RIII l G. Dick, Jr. - Project Manager, NRR S. Burgess - Senior Resident Inspector, Byron Oflice of Nuclear Safety, IDNS I l k:nla: byron lar:eccsexgt doc:2 l

ATTACIIMENT I

1. Comed is requested to identify any relative high points in the normal and emergency piping for the centrifugal charging (CV) discharge piping that it does not intend to vent or test with ultrasonic testing to support the technical specification request, and describe why testing or venting is not necessary.

Please include the possible effects of a water hammer event and the consequences if there is piping damage. In preparing the answer, please include a discussion of how the issues contained in Information Notice 92-61," Loss ofIligh IIcad Safety Injection," alTect any conclusions. 3 As can be noted on the attached matrices for both Byron and Braidwood Stations, all Centrifugal Charging (CV) System discharge piping is characterized by one of the following: 1) there is flow through the lines; 2) flow is stagnant and the piping is being ultrasonically tested on a periodic basis; or 3) the piping is downstream of pressure reductior orifices and is not subject to pressure differentials which would lead to significant water hammer events. The following bullets provide technicaljustification i for each of the three categories of high point locations. During normal unit operation, regardless of whethe: the A or B train CV pump is running, the lines annotated with a (1) in the last column of the matrices always have flow through the lines. Therefore, any gases entrapped in the water would be swept along with the flow and would not be expected to collect in any relative high j points in these lines. i All of the lines with a (2) in the last column of the attached matrices are normally e 1 stagnant. However, all of these lines either have no safety function during an accident or, if the lines were placed in service during non-emergency situations 1 (i.e., bypass of normal charging flow), the lines would have flow through them and would not be stagnant. Therefore, in this circumstance, where the lines would be in service, the same arguments put forth for (1) above would apply. The miniflow lines are denoted with a (3) in the last column of the attached 4 matrices. These miniflow lines contain pressure breakdown orifices upstream of the sections of piping which contain relative high points. These breakdown orifices drop the normal discharge pressure of the running CV pump down to approximately 85 psig. Furthermore, the separate miniflow linesjoin together downstream of these breakdown orifices. Therefore, both lines are pressurized to approximately 85 psig when either CV pump is running. During an accident condition where the second CV pump were to start, the differential pressure between the starting CV pump and the running CV pump in the miniflow lines k:nta byron.lar:eccsexgtdoc:3

4 i e would be small. Any air pockets in the relative high points in the miniflow lines i would already be pressurized and there would be no large change in either pressure or water velocity that would initiate a water hammer event Additionally, due to the low pressure in these lines (maximum operating pressure of 150 psig), a water 4 i hammer of a large enough magnitude to challenge piping integrity or support j damage is not credible -- any water hammer loads would be insignificant compared to design seismic loads. i Byron and Braidwood Stations have rereviewed NRC Information Notice (IEN) 92-61 l " Loss of High Head Injection" for applicability to Byron and Braidwood. The alternate l minimum flow path described in the IEN does not exist at either Byron or Braidwood ) Stations. The modification proposed by the licensee in IEN 92-61, Carolina Power and I ~ Light, (CP&L) mimics their normal minimum flow path. The proposal in IEN 92-61 l would be similar to the current Byron / Braidwood configuration. That is, CP&L would be installing pressure breakdown orifices to reduce the pressure in the alternate minimum i flowpath. Additionally, the event described in the IEN, was the result ofimproper ventmg j upon return to service. At Byron and Braidwood Stations, post maintenance venting is procedurally controlled. In summary, we believe that the scenario presented in the IEN is 1 i not a credible scenario when applied to Byron and Braidwood Stations. } s l

2. The proposed technical specification bases state that system pressure is sufficient i

to provide confidence that water hammer is not a concern. This is not consistent J with the surveillance requirements that include surveillances on pressurized j piping. Please provide additionaljustification why voids in pressurized piping { do not cause water hammer, or revise the statement accordingly. Comed will revise the statement to eliminate the words "and/or pressures prevalent" j from the last paragraph of B 3/4 5-2 of the Proposed Technical Specification j Amendment Bases. l k:nla:byronbr:eccsexgt. doc:4

l ATTACHMENT 2 DESCRIPTION OF ULTRASONIC INSPECTION PROCEDURE l h L l The procedure covers pulse-echo, single element, straight beam and longitudinal l wave techniques. l The examinations are performed from the outside diameter of pipe. Pipe diameters ranging from 1.5 inches to 24 inches and temperatures ranging from 50 F to 180"F are applicable. The examinations may be performed on other pipe diameters and temperatures provided those parameters are qualified. Reauirements All personnel performing and evaluating ultrasonic measurements are certified Level II examiners, as a minimum. Level I examiners may be used to perform scanning while under the direct supervision of a Level II or Ill examiner. The suggested ultrasonic search unit frequency is 5.0 MHZ, but frequencies ranging from 2.25 to 5.0 MHZ are acceptable. Search units having 0.250 inch to 0.500 inch diameter elements are used, as applicable. There are two methods of establishing the screen range. One is by using a reference standard, such as an IIW-2 block or other applicable blocks and the other method is by using a known diameter water filled pipe or containci. The screen range shall be long enough to see entirely through the water tilled pipe and resolve the backwall reflection. The examination surface is to be free ofirregularities, loose material or coatings which interfere with ultrasonic wave transmission. Excessive differences between component and reference standard temperature affect ultrasonic inspection results. The component temperature should be within 100*F of the reference standard to ensure adequate accuracy. k:nla: byron lar:cccsexgt. doc:5

? ( Calibration Calibration includes the complete ultrasonic examination system. Any change in search units, couplants, cables, instruments, personnel, recording devices or any other parts of the examination system is cause for recalibration. The original calibration is made on the proper reference standards for the sound path ranges being examined. Simulator blocks are used for calibration checks provided they j are documented on the caliMtion form. l l Initial calibrations are performed at the beginning and end of each day of examinations. A calibration verification is made at least every four hours during examinations. Calibrations and calibration verification times are recorded on the calibration form. l Recalibration If any indication that the sweep position has moved on the sweep line more than ten percent of the calibrated sweep, the sweep range calibration is corrected and noted. All recorded data is evaluated to determine if reexaminations are necessary, and if so, a new calibration is completed and recorded, and the affected examinations shall be repeated. Specific Calibration The ultrasonic instrument screen range is established by using an acoustically i similar steel calibration standard as the pipe being examined. The screen range may also be established using known diameter pipes or containers filled with water. A convenient screen range covers the expected pipe wall thickness plus the water sound path. If a steel calibration standard is used rather than a water filled pipe or container standard, the examiner calculates for an approximate 4 times faster sound velocity in steel. The calibration standard is within 100 F of the pipe being examined. Examination As a minimum one reading is taken at 0 or the top of the pipe. If the pipe is full of water the ultrasound penetrates entirely through the pipe diameter and a reflection from the backwall is obtained. For verification and evaluation purposes it may be - necessaiy to take readings at other locations around the pipe diameter. Reference points and examination areas are determined by the station or engineering department. Typical reference points are the top and bottom dead l center clock positions of the pipe. l l k:nla byrmlar easexgtdoc:6

i Reportine 4 All procedures and equipment are identified sufficiently to permit duplication of the examination at a later date. This includes equipment, calibration, examination and any other significant data. t i All ultrasonic data (i.e., pipe is full of water or air detected) is recorded on the applicable data and sketch sheets. ~ i 8 k f, l 4 1 k:nla: byron lar:eccsexgt. doc:7

CemEd Byrcn Statinn UNIT 1 CV SYSTEM DISCHARGE PIPING poos-isse uusa m== -- cv.1= === suAx. suut Resutto oP evALuATices oP Loor 64Awese lM siUW65t TERIP. PReta. - aepuesCTuose i CV-1 t-1-1 1Cvo8AA # "A* CV PP. OsSCHARGE HFADER TO CHECK VALVE 130 2000 UT or Aow Cv 1 L-1-1 1CV42AA 7 A Cv PP. hse 3 FLOW UNE TO CHECK VALVE 115 2000 UT or Aow CV-1 L-1-2 1Cvo88A-4' Y CV PP Ot9 CHARGE HEADER TO CHECK VALVE 130 2000 UT or Aow CV-1 L12 1CV42A87 YCv PP MNFLOW LINE TO CHECK VALVE 115 2000 UTorAow CV-1 L 1-3 1CV080A4" v CV PP OISCHARGE HEADER 130 2000 UT or now cv-2 L14 1Cv12Aas-T CV PP. DISCHARGE HEADER SYPASS 130 2000 Flow er no M psecours (2) Cv-2 L-1-5 1CV12AA r A'CV PP DISCHARGE EADER SYPASS 130 2000 Flow or sie qNesesellel psecouro (2) Cv.2 t-14 1Cvans CHG eeR. aACx press vA (1Cvio2) sYPAsS 130 asco Flow (1) CV-2 L 1-7 1CV0 eor CHARGDeQ SUPPtV MADER 130 2000 Flow (1) CV-33 L-14 1CV17CJ SEAL WATER NC_AT EXCHANGER INLET HEADER 1e0 e5 Flow (1) CV-33 L14 1CV17C J SEAL WATER t,iEAT EXCHANGER p(ET HEADER 1e0 e6 Flow (1) CV.33 L-1.10 1Cvi7CJ SEAL WATER HLAT EXCHANGER INLET HEADER 100 e5 Flow (1) Cv-35 L 1-11 1CV14&r RCP SEAL E.JECTION SUPPLY HEADER 130 2o00 Flow (1) CV 35 L 1-12 iCvidar RCP SEAL INJECTION SUPPLY HEADER 130 2000 Flow (1) cv 35 L-1-13 1Cvi4a7 RCP SEAL INJECTION SUPPLY HEADER 130 2e00 Flow (1) ~ Cv.3e L 1 14 1Cv13&r CHARGE 4G SUPPLY HEADER 130 2000 Flow (1) s Cv-10as t.1-15 1Cv42CA 7 A CENTRIFUGAL GHARGiNG PP MNFLOW UNE 115 2000 Flow or no amorenaisi psesowe (3) scv.toows Lj-ie 1Cv42Ca r v CENTRWU:AL OHARGea) PP. MNFLOW UNE 115 2000 Flow or no amoresetal psonsure (3) scv.toao Lg7 1CV42Ca2" Y CENTRIFUGAL 74ARG#4Q PP hsNFLOW LINE 115 2u00 Flow or no M poemowe (3) f1-12 L-1.te issonar CHARON 3 PPS TO COLO LEO DUECTION HEADER 300 2738UT, H6gh Pa* t Notes-

1) Flow from either pump during normal operetton 2{NormeNy not in service: W in service, Anw through line; & has no emergency function 3)Wf.hout differential pressure, no - _ i... - is postuieted.

That to, both_ sides of the high point loops are oppr_ m:J, the same pressure during normet operat6on and when a meccMyp is tumed on. iMasC ostAwasso suasesAR iSonsETkIC REVIS80N LOOP OTY CV-1 20 3 CV-2 14 4 CV43 11 3 CV-35 12 3 CV-36 8 1 S4V-1004 27 1 SCV 100-9 188 2 SI-12 12 1 Total 18 .. I l Page1

CcmEd Byrcn Statinn UNIT 2 CV SYSTEM DISCHARGE PIPING secaseTmeC LOOP Lose UNE PuesCTtDes eATseN CV LY.,Tgne anAA. GAAK-MY40P SVALMAftDB8 0P LOOP ORAuRMO IDEtellP. seusseER TEasP. PetESS. L- -_ ftDes#PUICTIOpe CV o L-21 2CVoseAs T CV PP Ot9 CHARGE HEADER 130 M:0 UTorHow i CV-O L-2a 2CvnesA s gr CV PP OBSCHARGE HEADER TO CHECK VALVE 130 2000 UT or Row CV-1e L-2-2 2CV42A& T T CV PP. neNIFLOW LedE TG CHECK VALVE 115 2e00 UT or Asw CV-20 L 5 2CV12A& Y Y CV PP DeSCHARGE HEADE85 BYPASS 130 2CJO Flow or ne psonouse (2) CV 20 t-2-t 2CVosAA c A CV PP DeSCHARGE HEADER TO CHECK VALVE 130 2o00 UT or Amor CV-20 ,L;2 4 ,2CVe2AA-7 "A* CV PP haineFLOW UNE TO CHECK VALVE 115 2000 UT or Amor CV-20 L25 EV13&T C0esas0e DesCHARGE HEADER SYPASS 130 2000 Flow or na 4AEssenllel psemouse (2) M00 Flow or ne M psecouse (2) i CV 20 t-24 JCV12AA T A* CV PP OBSCHARGE ME ADER BYPASS 130 4 CV 20 L-2 7 2CvJ3A r CMG HCn SACK PRESS VA (2CVio2) BYPASS 130 2ndG; Flow (1) CV-20 L.24 2CV090L3" CHARGING SUPPLY HEADER 130 250rFlow (1) CV-22 L.J-s 2CV17C T SEAL WATER HEAT EXCHANGER HLET HEADER 180 e6 Flow (1) CV-22 L-2-10 2Cv17C-r SEAL WATER HEAT EXCHANGER INLET HEADER 100 e5 Flow (1) CV-27 L-211 2CV138-3" CHARGdNG SUPPLV HEADER 130 2500 Flow (1) CV-2e L-2-12 2CV14&T RCP SEAL DUECTiON SUPPLYHEAuER 130 2000 Flow (1) ,,L;2 ty__ 2Cv14e r RCP SEAL DUECTION SUPPLV HEADER 130 2e00 Flow (1) CV 2e i Cv-Je ,t 2 s4 2Cvise-r aCP SEAL oOECTION SUPPtV HEADER 130 2e00 Flow (1) CV-2e .0 2-15 2CV14e r Rcp SEAL DUECTION SUPPLY HEADER 130 2e00 Flow (1) sCV-10a244 L-2 te 2Cv42CA-7 A CHARGING PP heNFLOW UNE 115 2o00 Flow or ne eMosenmal psesense (3) SCV-10a245 t-2-17 2CV42C& T TCV PP heNFLOW Lese 115 2e00 Flow or ne assesendal psessuse (3) s-CV 10a24e L-2-te 2CV42CE T T CV PP heNFLOW UNE 115 2000 Flow or no tABosurelet psecouro (3) 3 41 L-2-18 2Saon&c CHARGreG PPS TO COLD LEG PUECTiON HEADER 300 2735UT, High Pohd i 1, g-

1) Flow groen enhor pump during normal operanon.

2) Morrnety not in service; if in service, How through line; & hee no emergency function-

3) WNhout dearential preneure, no wesertiernmer is postulated.

That is, both sades of the h6 h point loops are approximately the some pressure during 2 normel operation and when e second pump le tumed on. 4 Y j , SOh8ETRic REVISICr4 LOOP OTY t { CV te TT 2 CV-20 e 6 CV-22 4F 2 CV-27 13 1 CV-2e 11 4, SC#-104244 GS 1 SCV-100L245 1A 1 SCV 104248 4A 1 9541 SA 1 Total to Page1

Comed Brcidwood Station UNIT 1 CV SYSTEM DISCHARGE PIPING ISOMETklC LCMP LINE LINE FUNCTION WITHIN CV SYSTEM MAX. MAX-REsULTs OF EVALUATION OF LOOP DRAWING IDENTIF. NUMBER TEMP. press CONFIGURATION I FUNCTION t A CV-1 4L-1 1 1CVo8AAC FA' CV PP_DSCHARGE HEADER], CHECK VALVE l___1g_2600 UT o_r flow i ACv-t r L41 1CV42AAT I A* CV PP MINIFLOW LINE TO CHECK VALVE 11S' 2600 UT or flw i i A-CV-1 L42 1CVosBA.c l*B" CV PP DISCHARGE HEADER TO CHECK VALVE 13o Aoo UT'or flow ~~ l 1A-CV 1 L42 1CV42A&T B' CV PP MlNiFLOW UNE TO CHECK VALVE

1. J 26co UT or flow 1A-CV 1 L43 1CvoaBA4-

B CV PP DISCHARGE HEADER 130 2600 UT or flow 1 A CV-2 L44 tCV12AB-r B CV PP DISCHARGE HEADER BYPASS 130' 2600 Flow or no differential pressure (2, tA CV 2 tas 1CV12AA F "A" CV PP DSCHARGE HEADER BYPASS 13o!

2600 Flow or no doerential pressure (2) j j 1 A_Cv-2 ]L 1-6 [1CvnAr CHG HOR BACK PRESS VA {tCV182) BYPASS 130' 2600, Flow (1) 1A-CV-2 !L47 I tCVo9(>y _ CHARGING SUPPLY HEADER 130l 2600 Flow (1) 1A-CV-33 IL48 l tCY17C-3* l SEAL WATER HEAT EXC. HANGER INLET HEADER 16oj 8s Flow (1) I 1A-CV 33~ L49 l tCV t 7CT SEAL WATER HEAT EXCHANGER INLET HEADER 160! 85 Flow (1) t ACV-33 L410 I1Cvi7C 3* SEAL WATE9 HEAT EXCHANGER INLET HEADER 160f 8Sh ow_(1) 1A CV-35 L 111 1CV14&3* RCP SEAL !NJECTION SUPPLY HEADER t 30: 2600. Flow (1) 1 A CV-35 !L-1-12 1CV14&3" {RCP SEAL INJECTION SUPPLY HEADER 130! 2600 Flow (1) 1A CV45 IL-1-13 1CV14&Y jRCP SEAL INJECTION SUPPLY HEADER 130 [ 2600] low (1) j 1-14 1CV14&Y lRCP SEAL INJECTION SUPPLY HEADER 130 2600 Flow (1) 1 A CV-35 tACV.36 !L4ss ICVt3&y } CHARGING SUPPLY HEADER 13of 26ao, Flow (1) PG_-2546A-6 L 16 1CV42 CAT !*A* CENTRIFUGAL GHARGiNG PP MiNiFLOW LINE 115j 2600 Flow or no doerential pressure (3) PG-2546A 9 L-1-17 1CV42C&T l"B" CENTRtFUGAL GHARGING PP MINIFLOW LINE 115j 2600 Flow or no d#ermntialpressure (3) i g PG-2546A9 L418 tCV42C&T I*B* CENTRIFUGAL GHARGING PP MINIFLOW UNE

115, 2600 Flow or no dderentral pressure (3) 1 A51 12 L 1-19 1 Slo 8B-C

! CHARGING PFS TO COLD LEG INJECTION HEADER 3cN 2735:UT, High Point I _] ! Notes: l ] j Q Fxsw from eitherpump during normal operatx>n. I2} Normally not in service, if in service, flow through hne; & has no emergency function 31 Without d#erentialpressure, no waterhammer is po_stukit_ed. That is, both sides of the high point loops are approximately th_e_Same pressure dunng normal operation and when a second pump is turned on. I 1 -+- IlsOMETRIC DRAWINGS THAT WERE REVIEwEO (SOMETRIC REVISION l LOOP OTY 1 A-CV 1 E J3 1 A CV-2 jF IACV 33

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,_g {B j4_ 1 A-CV-35 1A_CV-36 !B l1 Pa2546A4 [C j0_ PG-2546A 7

P iO PG-2548806 lJ l1 PG-2545-

!H I2 l PG-25GL32 !C !O b P_G4. 546A-71 B 70 PG-2546A-74 !G l0 PG-25 w3A-75 IH 0 3_ PG;2546A-83 iF l PG-2546A44 C !O 3 PG-2546A45 IE IO PG-2546A 98 0

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CcmEd Brcidwood Stction UNIT 2 CV SYSTEM DISCHARGE PIPING isoMef.ac Loop tme_ uME FuxcTm WiTH N cv sysTEJ MAK MAA LE5utTS_OF EVALUATXl Nil Of Loop oRAMNO ICENTip NUMBER TEMP PRESS CONFlouRATON J FUNCTIO 4 2Acv-19

t 2-t

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v cv PP orscHARGE HEADER 130; 2600,VT or flow nev-is t22

!2cvossAr 17 Cv PP DScHARGE HEADER TO CHECK VALVE tso! 2600'UT or flow his !254l2A&r lv Cv PP MINI L TO CHECK VALVE 115! 260(UT or flow { ~ t-2 2 2Acv 20 v2-3 l2cv12A&3" T Cv PP DISCHARGE HEADER SYPASS 1301 2600 Flow or no diNerential pressure (2) 2Acv-20 L44 12cvo6AAc T Cv PP DSCHARGE NEADER TO CHECK VALVE 130! 2600M or flow 2Acv-20 va-4 taev42AAr w Cv PP MINIFt_OW tlNE TopECK valve _ 115f 2600 UT or flow ] 4 2Acv 20 ,t-24 !2cvusr COMMON DSCHARGE HEADER BYPASS 130! 2600 Flow or no dif'erential pressure {2) 2Acv-20 !t4s !2cvi2As r re Cv PP DScHARGE HEADER BYPASS 130f 2600 Flow or no differentialpressuro (2) g 2Acv;20 lL4s l2cv12AA y ]w Cv PP DSCHARGE HEADER BWASS 130 2600 Flow or no differential pressure f2) 2Acv-20 it-a-7 !2cv23Ar !cMo HDR aAcK PRES 3 vA (2cv182) BYPASS 130; 2600 Flow (1) Ccv720 T L s-a !2cvoeGr ICHARGmG SuPPtv HEADER _ 2600 low (1) 2A_cv-22

t a o l2cvirc.y l SEAL WATER _ HEAT EXCHANGER mLET HEADER 160f as Flow (1) 2Acvp lt410 l2cv17C-r
SEAL WATEP HEAT EXCHANGER mtET HEADER 160j 85 Flow (1)

_Jt 2 n !2c_vnar LcHARoNG suMPtv HEADER iso! 2600 Flow (1) 2Acv37 1 2A cv-2e !L412 jaevi4.ar

RCP SEAL INJECTON MEADER 130l 2600 FlowJ) 2ACv;28 f t-2-13 12Cv14&3"

.'RCP SEAL INJECTON HEADER 1301 2600; Flow (1) Q414 laevna-r {RCP SEAL INJECTION HEADER 130! 2600[FlouJ) 2A.cv-2s d2cvus r

Rep SEAL mJEcTioN HEADER 130l 2600[ low (1) 2Acv-2s L415 lL-2-t4 l2cv42cSr tv Cv PP ummtoW uNE 11S 2600 Flow or no differential pressure p{

pG2546ces aG2546A246 !L-2-17 12cv42 car v cv PP umstow uNE itSc 2600 Flow or no differential _ pressure (31 l 2A S641 !t4se 2sessac cHARGmO PPS TO COLD LEG mJECTION HEADER 3001 2735 UT, Hsgh Point 1 I INotes

1) Flow from eitheprrnp dunng_ normal operaton 2LNormary not in service, if m service flow through lirie & has no emergency _fu_ncton 3)_Without differential pressure, no waterhammer is postulated That syn sides of then high point loops are approximatey the samep ssure dunng normal operanon and when a second gp m turned on F.

GCME_T,__RIC__D_RAWmGs THA7 WERE R_EvlEWED l rSOMETRIC REVISION ! LOOP QTY 2A Cv-19 2 l 2ACv-20

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