ML050050111

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H-1-FD-CEE-1879, Hope Creek HPCI Exhaust Piping Supports Analysis Reported Damage in RF12.
ML050050111
Person / Time
Site: Hope Creek PSEG icon.png
Issue date: 12/12/2004
From: Andrea Johnson, Keck B
Public Service Enterprise Group
To:
Office of Nuclear Reactor Regulation
References
TAC MC5111 H-1FD-CEE-1879
Download: ML050050111 (76)


Text

{{#Wiki_filter:H-1-FD-CEE-1 879 Hope Creek HPCI Exhaust Pilling Supports 12/12/04 Analysis of Reported Damage in RF12 revision 0 Hope Creek HPCI Exhaust Piping Supports Analysis of Reported Damage in RF12 Page 1 of 9

H-I -FD-CEE-1 879 Hope Creek HPC1 Exhaust Piping Supports 12/12/04 Analysis of Reported Damage in RFI 2- Revision 0 Table of Contents I Revision Summary............................... 3 2 Purpose ............................... 3 3 Scope ............................. 3 4 Discussion........................................................................................................3 5 Support Observation Analysis ............................. 6 6 Conclusions and Recommendations ............................. 8 7 References ............................. 8 8 Effects of Other Technical Documents ............................. 8 9 Attachments ............................. 8 10 Signatures ............................. 9 Attachment A: Engineering WA'alkdown Report Attachment B: Pipe Support Drawings Attachment C: Lisega Snubber Outline Drawing Attachment D: Causal Factor Evaluation for Pipe support Observations Page 2 of 9

H-I -FD-CEE- 1879 Hope Creek HPCI Exhaust Piping Supports 12'; 2/04 Analysis of Reported Damage in RFI2 Revision 0 I Revision Sumimary Revision Date Descri tion and Reason for Change 0 12/10/04 Original Issue 2 Purpose On November 1, 2004, with the plant in Mode 5 for RF 12, tandem snubbers on the HPCI turbine exhaust piping failed during dynamic testing. Subsequent inspections of the HPCI system resulted in several observations. These observations were thought to confirm a damaging water hammer in HPCI exhaust piping. The tandem snubber condition was documented in Notification 20209622. This evaluation was prepared to assess if the observed conditions were caused by a water hammer in the HPCI exhaust piping system. 3 Scope The scope of this evaluation is the tandem snubber failure documented in notification 20209622 and the observations from the concomitant inspections on the HPCI exhaust line from the HPCI turbine to the torus penetration number P-201 (1-FD-006-HBB-20) and the vacuum breaker line from its attachment to the HPCI exhaust line to torus penetration P-204 (1-FD-006-HBB-3, 1-FD-008-HBB-3, and 1-FD-008-HBB-8. 4 Discussion 4.1 Background The HPCI System is designed to pump water through the 'A' Core Spray spargers and the 'A' Feedwater header. The primary purpose of HPCI is to maintain Reactor Pressure Vessel (RPV) inventory for small breaks that do not de-pressurize the RPV. The HPCI System may also be used for RPV pressure control. Finally the System may be used for RPV inventory control following reactor isolation and a coincident failure of the non-ECCS RCIC system. Exhaust steam from the HPCI turbine is discharged below the surface of the suppression pool. A drain pot at the low point in the exhaust line collects moisture present in the steam. Collected moisture is discharged through an orifice to the HPCI barometric condenser. A system of vacuum relief valves and isolation valves is installed as a vacuum breaker line, which cormects the free space in the suppression chamber with the HPCI turbine exhaust line. This Page 3 of 9

H-1-FD-CEE-1 879 Hope Creek HPCI Exhaust Piping Supports 12/12/04 Analysis of Reported Damage in RFl2 Revision 0 mitigates the effects of water from the suppression pool being drawn into the HPCI turbine exhaust line. Table 4-1 lists the major components in the HPCI turbine exhaust line. The pipe lines are ASME Code Section III, Class 2. Piping struts, hydraulic snubbers, frames, and spring hangers support the piping. Table 4-2 lists the pipe supports of the lines in this evaluation. The isometric drawings for these lines are References 7.3 and 7.4. Per the IS snubber inspection program the inspection scope was expanded to other snubbers in the area. The scope was further expanded at the request of Design Engineering. In the end all snubbers and hangers were inspected on both the HPCI and RCIC turbine steam lines. Non-destructive NDE was also conducted on numerous welds as requested by Design Engineering (See Section 4.3). Table 4-1 Major Components in the HPCI Steam Exhaust Line Component Description HPCI Turbine Exhaust Drain Pot Collects condensate from turbine exhaust and turbine draining to barometric condenser Exhaust Line Rupture Disks Prevents overpressure protection of turbine casing and exhaust line Exhaust Line Check Valve (V004) Provide backflow isolation of the exhaust line from the suppression pool HPCI Turbine Exhaust Line Isolation Valve Isolates turbine exhaust line from the (HV-F071) suppression pool HPCI Turbine Exhaust Outboard Vacuum Isolates the torus atmosphere from the HPCI Breaker Isolation Valve (HV-F075) turbine exhaust line following a breach of the HPCI steam piping concurrent with high drywell pressure. HPCI Turbine Exhaust Vacuum Breaker Prevent the condensing action of the steam in Valves (PSV-F076, PSV-F077) the turbine exhaust lines from creating a vacuum and drawing torus water into the exhaust line HPCI Turbine Exhaust Inboard Vacuum Isolates the torus atmosphere from the HPCI Breaker Isolation Valve (HV-F079) turbine exhaust line following a breach of the HPCI steam piping concurrent with high I drywell pressure. Table 4-2 Pipe Supports on the HPCI Steam Exhaust Line Isometric Hanger No. Hanger Drawing Hanger Description Number Piping Isometric l-P-FD-01 H01 I-P-FD-006-HOI Variable Support H04 _-P-FD-006-H04 Sway Strut H06 I-P-FD-006-H06 Sway Strut H08 I-P-FD-006-HO8 Variable support Page 4 of 4

H-1-FD-CEE-1 879 Hope Cieek HPCI Exhaust Piping Supports 12/12/04 Analvsis of Reported Damaae in RF12 Revision 0 H1Il i -P-FD-006-H 11 Sway strut H12 1-P-FD-006-H12 Sway strut H13 I -P-FD-006-H 13 Sway strut H14 I-P-FD-006-H14 Sway strut H15 1-P-FD-006-H 15 Tandem hydraulic snubbers H17 1-P-FD-006-H 17 Sway strut H18 1-P-FD-006-HI 8 Hydraulic snubber H19 1-P-FD-006-HI9 Tandem variable support H22 1-P-FD-006-H22 Hydraulic snubber on valve operator Piping Isometric 1-P-BC-06 H03 1-P-FD-008-H03 Frame (box support) H04 1-P-FD-008-H04 Rigid Strut H05 1-P-FD-008-H05 Hydraulic Snubber H06 1-P-FD-008-H06 Variable Support H07 1-P-FD-008-H07 Rigid Strut H08 1-P-FD-008-H08 Rigid Strut H09 1-P-FD-008-H09 Rigid Strut H13 1-P-FD-008-H13 Frame H14 1-P-FD-008-H14 Rigid strut H15 1-P-FD-008-H15 Tandem Hydraulic snubbers H20 I-P-FD-006-H20 Hydraulic snubber H21 1-P-FD-006-H21 Sway strut 4.2 Support Observations The observations listed in table 4-3 were made by the ISI group during a systematic walk down of the HPCI exhaust piping. Each observation other than simple "no degradation observed" will be addressed in Section 5, Support Observation Analysis. Those supports with no comments were not inspected by ISI. Table 4-3 Observations Made During Pipe Support Inspections Hanger Drawing Number Observation Piping Isometric 1-P-FD-01 1-P-FD-006-HOI 20210445 - No degradation observed. Cold and Hot settings obscured by paint. Scraping of indicator against can shows 0.25 to 0.375"movement, hanger drawing shows 1/8" 1-P-FD-006-H04 20210440 - No loose parts. Strut misaligned 15 to 20 degrees, shifted toward wall penetration. I-P-FD-006-H06 No degradation observed. 1-P-FD-006-H08 No degradation observed. I-P-FD-006-HI I No degradation observed. I-P-FD-006-H12 No degradation observed. I-P-FD-006-H13 No degradation observed. l-P-FD-006-H14 No degradation observed. l-P-FD-006-H15 20209438, 20209622- Snubber test failure Page 5 of 9

H-1-FD-CEE-I 879 Hope Creek HPCI Exhaust Piping Supports 12/12/04 Analysis of Reported Damage in RF12 Revision 0 I-P-FD-006-H17 No degradation observed. I-P-FD-006-H18 No I-P-FD-006-HI9 No degradation observed. I-P-FD-006-H22 20210035 - Snubber as found setting not per design Piping Isometric 1-P-BC-06 I-P-FD-008-H03 I-P-FD-008-H04 I-P-FD-008-H05 I-P-FD-008-H06 I -P-FD-008-H07 1-P-FD-008-H08 1-P-FD-008-H09 I-P-FD-008-H13 I -P-FD-008-H 14 I-P-FD-008-H115 I-P-FD-006-H20 20210034 - Snubber Extension Tube Bent 1-P-FD-006-H21 4.3 Piping Weld Inspections All field welds on the 20" HPCI exhaust lines shown on construction fabrication drawing (Ref 7.5 and 7.6) were magnetic particle tested. All welds were found satisfactory. 5 Support Observation Analysis 5.1 Tandem snubber test failure (I -P-FD-006-H ISA and B) The snubbers on the HPCI steam side piping systems are manufactured by Lisega. The snubbers are Lisega Part Number3O72. The tandem pair of HPCI snubbers (HIFD P-FD-006-HO0 5(A)&(B)) were being testing in compliance with the IST Snubber program per procedures SH.RA-ST.ZZ-0105(Q) and NC.DE-TS.ZZ-3067(Q) to verify Technical Specification 3/4.7.5 requirements. For the A snubber, initial testing for running drag was successful with 1/2" per minute rate. The tension lock up and bleed test was then performed. The snubber locked at 107% of rated load. The compression lock up and bleed test reached 60.8 %, and then the load dropped. Upon opening the snubber the distance tube and circlip were both deformed. The B snubber failed similarly with tension reaching 106% and compression 10.3%. The same components were damaged. An outline drawing and parts list for this snubber is in Attachment C. These snubbers are on their fifth refueling cycle and this snubber pair has not been tested since the design change from PSA mechanical type snubber to Lisega type snubbers in RF07. Past IST visual examinations (completed every 36 months and last performed in RF1O) have not revealed any degradation at this location. No visual degradation was noted during this inspection until physically tested. Page 6 of 9

H-l-FD-CEE-1 879 Hope Creek HPCI Exhaust Piping Supports 12/12/04 Analysis of Reported Damage in RF12 Revisiun 0 An apparent cause evaluation is being performed in Condition Report 70042341. This apparent cause will address possible water hammer modes and snubber failure assessment. The failed snubbers were returned to Lisega for evaluation and testing. Based on Lisega's examination it appears that the reservoir poppet valve was stuck open. This allows the reservoir to fill solid, fully compressing the reservoir spring and loading the distance ring and circlip. This is a compression loading of the snubber. Lisega has postulated that the snubbers would have been able to perform in a Seismic event and that the testing method on the snubber test machine exaggerated the poppet problem to damage the reservoir snap ring. Lisega is continuing their analysis and have not yet provided a written report. 5.2 Snubber as found setting not per design (I-P-FD-006-H22) Design detail drawing (Ref. 7.7) calls for the snubber setting to be 2 1/2", the as found setting for this outage was 5 3/8". This would be a significant change in the position of the snubber. Additional research of inspection notes by the snubber program manager show the condition has existed since the Lisega snubber was installed. This will be documented in his disposition of the NUCR associated with 20210035. Confirming this are the engineering walkdowns that carefully examined the verticality of the valve this snubber supports. Also the pipe clamps on either side of the valve were examined. There is no misalignment of the struts on these clamps and no scratch marks on the pipe at the clamps. The clear conclusion is that the pipe and valve did not rotate. The engineering walkdown observations are included in Attachment A. 5.3 Strut misaligned 15 to 20 degrees (1-P-FD-006-H04) Walkdown by engineering indicated less than 4 degree from vertical. This offset is within construction tolerence. Originator of notification has been requested to complete Condition Report confirming he agrees with engineering assessment. 5.4 Snubber Extension Tube Bent (I-P-FD-006-H20) Although a bowed support is a possible indicator of overload due to an axial load. A lateral load causing the deformation appears more likely since adjacent supports and components show no evidence of high load, the snubber tested satisfactory in RF12 expanded inspection, and the extension tube is 7/8" diameter - a susceptible to damage size if climbed on or hung from. This is a congested area with frequent valve work-5.5 Spring Can Movement larger than design (I-P-FD-006-HOl) Scraping between the indicator and can indicates that movement from 1/4 inch to 3/8 inch may have occurred. The design movement on the hanger drawing is 1/8 inch per the hanger drawing. Paint scrapes between the indicator and can are not a reliable indicator of piping movement. This hanger is adjacent to the HPCI turbine. The indication could be a result of normal operational loads from the turbine operation, disassembly of pipe support during maintenance, original installation of hanger, or disconnecting the HPCI piping from the turbine exhaust. This observation cannot be used to support or refute the possibility of water hammer in the system. Page 7 of 9

H-l-FD-CEE-l 879 Hope Creek HPCI Exhaust Piping Supports 12/12/04 Analysis of Reported Damage in RF12 Revision 0 6 Conclusions and Recommendations Evaluation of the snubber failures and inspection observations reveals there is no conclusive evidence that a waterhammer event has occurred in the HPCI Turbine Exhaust line to the Torus. All inspections point to a structurally sound piping system that has not experienced loads that would displace the line, rotate pipe clamps, damage component, or overstress the piping. The following recommendations should be implemented to complete the validation of the conclusion of this evaluation

1. Lisega Inc.'s final failure analysis report must be received and confinned as matching their preliminary input.
2. Completion of NUCR associated with 20210035, Snubber as- found setting not per design.
3. Completion of NUCR associated with 20210440, Strut misaligned
4. Confirrn that the rupture disks tested satisfactory
5. Complete inspection of wall penetration bellows, 20213732
6. Complete assessment of snubber extension tube lateral capacity
7. Evaluate extended HPCI run entering R12 and assess impact on snubbers
8. Confirm maintenance on I-P-FD-006-HOI since last spring can painting 7 References 7.1 SH.RA-ST.ZZ-0105(Q) 7.2 NC.DE-TS.ZZ-3067(Q) 7.3 1-P-FD-01, Revision 24, System Isometric/ Reactor Building HPCI Turb. Supply and Exhaust 7.4 I-P-BC-06, Revision 12, System Isometric/ Reactor Building RHR Cross Connect Vacuum Breakers from Torus 7.5 1-P-FD-004, Revision 9, Fab. Iso HPCI Turb Supply & Exhaust Reactor Bldg, 7.6 1-P-FD-005, Revision 10, Fab Iso HPCI Turb Supply & Exhaust Reactor Bldg 7.7 1-P-FD-006-H22, Revision 1, & change from 4EO-3507, pkg 3, rev 0 8 Effects of Other-Teclinical Documents None 9 Attachments A. Engineering Walkdown Report, Pages Al to A2 B. Pipe Support Drawings, Cover Page and Pages B I to B50 C. Lisega Outline Drawings, Cl to C12 D. Causal Factor Evaluation for Pipe Support Observations, Pages Dl to D2 Page 8 of 9

H-1-FD-CEE-1 879 Hope Creek HPCI Exhaust Piping Supports 12/11/04 Analysis of Reported Damage in RF12 Revision 0 10 Signatures Preparer Date: i:> l 4 £ I \. Peer Reviewer Date: I -I \-6 dr Independent Review ThA JieciL. Date: /Z-12-7cegel Approved B -N w .n- Date: /Z - /7--- 0 ) Page 9 of 9

H-I-FD-CEE-1879 Hope Creelk HPCI Exhaust Piping Supports 12/12/04 Analysis ok Reportcd Damaac in RFI2 Revision 0 Attachment A - Engineering Walkdown Report Inspection Date: December 4, 2004 Engineers: Alan Johnson, Civil Design Supervisor John Barkhamer, Civil Design Staff Engineer Inspection

Purpose:

Inspect the HPCI Turbine Exhaust Line from HPCI turbine to the suppression pool for evidence that would support or refute the reported damage attributed to waterhammer. Approach: Using the piping isometrics, detail pipe support drawings, and ISI observations as a guide, a hand over hand inspection of the piping was performed. Attributes that were carefully observed were pipe alignment, valve alignment, claunp alignment, scratches on piping that would indicate clamp and frame rotation or axial movement, position of insulation, crimping on metal insulation at tight clearance locations, attachment point wear mark, and attached cables and small piping. Results: Observations are in order of inspection from turbine to torus HPCI Turbine Room Hangers in the HPCI turbine room showed no evidence of large deflection. Hanger l-P-FD-006-H01 had less than 4 degree angle to vertical. Scaffolding was available at wall penetration. The adjacent support, 1-P-FD-006-H08 is a box frame that showed no scratches or other evidence of large deflections. The pipe as it penetrated the concrete wall was not concentric with the pipe sleeve. It was slightly north of center. All supports were satisfactory. Torus Room Torus support lower and upper pins near the HPCI exhaust torus penetration were inspected for signs of rotation. There was no evidence of pin extension, light surface corrosion at pin/support interface was unbroken, and dust on pins was undisturbed. The torus room concrete wall to HPCI piping bellows cover was slightly askew, only the outer convolution of the bellows could be seen, The pipe appears to have been installed a bit north of wall penetration sleeve center. Inspection of the bellows was not possible with cover plate in place. The first horizontal from wall penetration and vertical runs showed no evidence of movement. Two struts, l-P-FD-006-H 1 and H12 that provide lateral restraint on the vertical riser were aligned and showed no evidence of rotation. The next horizontal HPCI exhaust line run includes the exhaust line check valve and the isolation valve. There are 5 supports on this horizontal run. Most insulation was blanket and it allowed for pull back and close pipe inspection. Scaffold provided very good access for this length of pipe. Strut H13 adjacent to angle was straight and aligned. The H1I5 with tandem struts was reinstalled Page AI of A2

H-I -FD-CEE-I 879 Hope Creek HPC1 Exhaust Piping Supports 12/12/04 Analysis of Reported Damage in RFI2 Revision 0 with new snubbers. The frame, lugs, and pipe were examined for evidence of movement or loading. The support frame and lugs had no paint scratches, wear marks, dents, or other signs of loading that would indicate high load. The piping had no scrape or paint marks at the interface with the pipe. The struts on either side of the exhaust isolation valve were aligned correctly. Close cxamination of the clamp/pipe interface confirmed no rotation of the clamps. These clamps are very close to the isolation valve. The attachment cables to the valve operator were taut but showed no signs of stress. The valve orientation was vertical. Snubber H22, attached to the operator, was aligned. There was no evidence that this valve rotated due to piping movement that could account for the change in cold setting. Additionally the insulation on the pipe was in contact with an adjacent structure and showed no damage of evidence of large deflection The last pipe segments of the exhaust pipe to torus penetration were all satisfactory. The vacuum breaker line is a 3" line that includes two check valves, two motor operated valves, and a manual valve. The strut reported as bowed was not installed. The location of the strut was observed to be in a location that could be used for climbing. Page A2 of A2

H-1-FD-CEE-I 879 Hope Creek HPCI Exhaust Piping Supports 12/12/04 Analysis of Renortecl Damage in PSl 2 Revision 0 Attachment B: Pipe Support Drawings Attachment B Cover

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_ <___1- __ SEC/IVN e-MARK N0. /I- '*oob- /2 A. -YE-= T- / - I <- I I rtuV 0XITl 3% 1 v I SI 0 N a ,Bymrqs PU"LIC L!RVICE ELECTRIC AND GAS COMPAIJY HOPE CREEK GENERATING STATION REF. PI_ ol is 2 UNLIS &SHFA~w TEE' o70Z - /r A',Piz PIPE SUPPORT BLDG -?g*cIo s5NO. DRAWING NO REV. BLDG.i6~/WT-_____ PIPEc

          'y>Ct SUPPORTE rc/.ea/m.- sa<)              f                                  10 855          --             4 6(&.4         {     )       /

a:~d - *7t P7

3ER RESPON4SIBLE FOP VERIFYING REVISION, STATUS AND CHANliES NC 1-P-FD-006-H013 001 6 PRII'!TED 20041202 TEA RNO rAT stz. i0Aolo P. 1tI'TO 40 Y"rAT'L J I 2 I j'6 SWAY STRUT ASSY, O.D. PIPE 20 _ ___-- W=. f'-4tLOAD t - _ _ 1- - _ _ _ _ _ _ _ __ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ .___ _ _ I I/8X,//9X @4W(FLF w 1rifTc'vwT u___. ____I_5'x S x3 /zr" A4A1LE Cti P.5 V L 42 - fX72)7-12 -/ ° 2 7r. __ _ .. 2 _ Wl'X72X (FIFLD CtAT TO SLWIT)

             -7           2      _          ~~'X'/                    4'14                            F.X                                                        iC                       ____

A

             \_

8 _ 3Xp "X SY2 'X I- H" Wg A W4-W-5156"X 5"Ay l' -2Y2" _ .

                                              *NOTE: ALL MAT'L TO BE SA-36 U.N.O.                                          *STRESS I S(                    DATA PnfiNT                        ht3 to-Sp               Ros C- (3/-68 (8 S4

( r. 7.. i7ZI .f itQ _, WeSLD klvuU LOCATION PLAN AREA 20/,&/f

             *Ty_                                  4~j                                                                      N OTE I . IIAN(CER                                CRI TI CAl.
                                     -F                                           v2.CODE%6-                                                   : c,                  Cl.ASS 2
                .1                                                                                LpfES)                1      .SEISMI EC rA 7:V 7 7..; ;I ,lV. P ks J             WVTO#+/-AUr WI                                                                                                                                 I,     _    -    I -       I-    -   -

v Iw - :>:>- vI,-7 4. -C.o>td &b 3tC 7_1 Z4:1, ffi o DETAIL r HYDRO LOAD ELEVATION A A ( V/$e'rCA4I. jgA/AT R l4x l-w-Cx6-113 i,,S4 1pri,I3P C _tz^wfge-&-0A1CfZn tifI oe- l A nrtv _I_ fE E 5mEp p'FCR.#F-/15.3-Ft v I 5 I 0 ts S 0Y BY ftH'K A ii kR% PMLStVtl ELECTAIC AN H01'CT EEK GENEIATI4G STATION GAS COWAXY REF.

                                                                                                                                             ,so PIPE 1f zj2D..

hEG Ol 7,&tE,41g1 W IA 2 uATZ DWGS. T-e o2- S47/ X'1nw ,g SAN FU~IJC tSCO E IEELCL2O. ,L..8700.V. '5 PIPE SUPPORT REACTOR BLDG. JO NO. DRAWING NO. iREV. 0-0oo6 -,<z I C,

                                                                                                                         +
            "PCI/ 7'RB                        UPiPLY VEX-u57r                                     IO955 / p 4-.

Z., Syr / 6= 2 P. 4I44 i - - '--" l

                                                                                                        --     --. '             .4                            -                -              .. r -I .. -0    -

SER RESPONSiBLE FOR VERIFYING REVISION, STATUS AND CHANGES WG 1-P-FD-036-H0I 13 002 6 PRIN4TED 2'.041202 PlAN 8 -6 m p-o;oB 'V1 to T/S. EL 9952 34 1/ - -k 2'r~ FF) r- _i- I L - -- - j

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                                                               ! VI I I     SaB___-_                 .           ='K                               r PU L!C &ERVICE ELECRIC AND GAS COMPANY                                       RE          5O HOPE CREEK GENERATING STATION                                         OWES.        PIP-NOS. I L 2 UNITS                            SAN                           TEE PIPE SUPPORTREAC6oT                                        EBLDG.              -B NO.                     DRAWING NO.                        REV.

tl/PG1 / .fiPLyzt/$7 10 855 /p FD-00 -/-/43( &

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RESPONSIBLE FOP VERIFYING REVISIOI'N, STATUS AND CHAN:3ES 1-P-FD-0C16-H014 001 2 PRINTED 20041202 _C __ . nZE sc

                                                                                   .. o        T                                                       __

IW '- 2/a'3 LCAD -z(5E TABLE BLV>k; _ 35i t 2o'" 0.0. STIPP C-LAMPw- igf OLT .- _ TS 8 - - L - 'A 4 - T'SIxx V 1 Y2L L St#cPor 7Ž7?-f  ;;Jt',T) s 1-; TCI  % V2 *-2.' .I _ (b _ T5So: ( ^Y S -

     .7         I                       TS. -                        I      *,-, LG 7,    _7SgsSx/tfI_                                                         VZZ          JtXIf Ho 7-0        r~V/7-)              _

8 _ Trs IOlo r v'i 1G 4 fi-rr- t Ire, atJ 9 2 _ fPYo 8 1 Z &2 sL-10 (2 _ x' I o'/z x' 'i o'z L4Ct STRESO. PAOB. fjo.a-Q l- . &D ____,14=-l :284 (3 )-r~-x

                                                                                               \L.       B- / }.                  LOCATION PLAN AREA      20      /rII NOTE 1..IIANCER                         CRITICAl.

20" pPI 2.CDDE SEcr El Cl.ASS 2-

                                                                              \ J                    3.SEISMIC CATEnORY                                 I

__ _-_ __ *,~ FORCE WT. A l UAsET R t

                                                                                                                            -     MEZ. St         i    ULTO F. 1                I      U'PS72                       T98A I            o D
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ELEVhTION A A -. , R-. ,-/-. (.6 rt-WEtsr RS-rRpAIIrJ XRIgo - FD-00b-H1 nCV lM_0/SFSP FDw rSIAM pt F L of ot4,7 I) 17&" Alt -- II-L WJ G4=-." Mc I I SW t t

                                                                   /NCOYI FCX?/iogEiy 18 l FFh1I!#O gAr      10AAf I tw IBl                        I PL K;1F1YtCXELtcK MM MU CO WXX                                                    l              SYS ISO 1S DO                          6r0 "3ft CREEK GENERATING STATIOI                                                       REF. 1=

STEEC-070 2-iS.'r I RE' 12 PIPE SUPPORT *RNOC) JREBCTR DRAWING NO I REV ICc '8( IJU ' 5 H15. Io5F i-HPC 7JP6 XHUS UF>L4~

r. ____- _ .t.. ..

AlNDID CHANGES

EP RESPONSIBLE FOR VERIFY IING REvISIONA, STALUS 4 002 I 2 PRINTED 20041202
\'Gi lP-FD-O5c-HO'
      .. -    ."vu I   Nso.            -l OMEtTIt A:o 176'42 1AAFr.NC).

A~rl PLPAN E-E4 I..F:D-oOi-t4I oI... -F I

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A14D CHAJAK;LS EREPRESPONSIBLE FOR VERIFYING REVISIOlN, STATUS 1 '1G i-P-FD-006-H0 4 003 2 PRI4NE.D 20041202 _, . rz. i

   .   ;! dwUwl 4                11V
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                 .      Ct          NO.                    .                ,         _

IG R MEEC=. MK Ge- OK2 6,eI-AP: Ae 7_G__ W- =4-olvI 1", ACC.EA-E.RATIO -VA Mb. 'L.- _l E&A R O7-T.j \WATOWT Re7 ln _ .. 641t4i-O G L. 4 t L 2~ IAZ - 7 __ x 4YCUT 1 x1 -6 -To ___ _ ZZ p  : ,ML' xO -G lq-- -4 ____l

                                             .L4             _   Y         0        -- /IIL        C.

WmiE-: ALL MAI'L.70 !75 5(o WQ. .0. STRESS PflOU.No.31 (Q) .& Dy.P.114

         'v MATCH PQCFDWA00 5WgrFw5G LOCATION PLAN AREA 20/011 NOTE 1 .IIANGER                                 CRITICht.

2 . CODE TIE:_ C I.ASS5 3.SuISMic FAT EORY r

4. 1INTAbLL4- 091EMTAoK o f-M4 I ' ALL NOT rXcP O TL Col 1°0M vcO ICAL IW POEtt tE FAULTEi 1 .

LY. F---o M, LI IC 3,ooc4I "I'% s gwl.Pe-R APv *rrjYIC5 -TPa1 ELEVAT1OH A A mA~mK tso, I -FP-00(a-Hlrq

                                                                                                                             .       .   .        .     ..        =

al~tl~d2-Z 7 t- 7 ro} JAI ZrtIVArvr AAIAt I IA. n

f. e5, A , I I- --.Irl I W. 1-4I ae-I'V. -1 -I-fl LZWkll lll-H;v PO~R HWAL. ,Ina T8b511-tNiE--F Wh-Al.- lK zIV 115 R

__34 SI P E m sEPI' tt4coKR o7 (7 W-RcN 4CP-l MrO 5- lG 62 lo Poi otL3'" 0 IlwoTTo t .5 -

        "xv   arrtl                                               rz I Y. I        I a    to 3                        CIAI          YtlgX                       0          tGtS:

RF0c aw= asvctc ACt;Y4 C77I Sy SYIso EV. Io IZPF-I ta _O_. YtXeCnEK QEWErMTW ST^l.Z n EF -P PE SUPPORT ZEACT LOG o Dr.AWING NO REV H P C _I -__ _ _ _ _ __ ) 3 _ _ _ ' f4T . I 2

                          - S   ~    -m__               _ ______-

SER R.ESPONISIE E FOR VERIFYIN4G REVISTOIC)1,I, STATUS AND CHAI itES WG 1-F-FD-0C)6-H015 002 3 PRINTED 20041202 OT E: CL)'CLEAZAiJCr- I, ,R;) BE MAW-

                  -%At'ws1       DETVV::-A' IT=-VA-20 Z I
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nKEal CHANGE5E DO'CUM-ENT 1I4TE_ 20041210 PART 2 - MODIFICATION MD TESTING, SECTION 5.0 MD NO.: H 35 FORM WC.DE-WB.WZ-0003-7 CHANGE NO.: 4EOC-3507 240DIF1CkTION DOCUMENT COVER SHEET PACY1AGE 1N0.: 03 CP REV. NO.: 0 PAGE 14O. 1 REV. NO. 0 DOCUMENT CHANGED: DWG# 1-P-FD-006-H015 Rev. 3 SHT/VOL NO.: 001 (PROVIDE TYPE, NUMBER AND REV. THAT CHANGE IS BASED ON) ACTUAL CHANGE TO BE IMDE: Replace ex:isting snubber with LISEGA Hydraulic Snubber as detailed below : Hanger Existing Replaced by New LISEGA Part no. No. Snubber Snubber Pin Stud / Pin 1-P-FD-006-HOJSA PSA0035 307256RE1 30-1003-1501 30-1003-150 New Cold New Hot New Flp SruReod Set (CS) set (BS) Strokeud Removed (in.) (in.) (in.) (Y / N) ( IN) N/A N/A 5.88 Y N Construction / DOC. Updater Note:

1. "Flip" refers to whether or not the new snubber body is to be reversed from its original position.
2. "Shroud Removed" refers to whether or not the new snubber housing is to be removed due to interference concerns.

3 "1Flip" and "Shroud Removed" condition may be changed, from what is specified, as long as it is properly documented (as-built) on this MD. 4 Remove any design load information that appears on the drawing. ORIGINAL 0j ISSUE M. C. Chang 8-1-97 T. Nickerson 8.12-97 REV. REVISION PREPARED PEER REVIEW INSTALLED INSTALLER & DATE NO.

SUMMARY

BY & DATE & DATE MCRs Page 1

  '.. luclear N          Common                            Page 2 of 3                               Rev. 6 (Page 1 and 3 contains the Instructions) go 5

HAIJGE' DOCLIMENT (N::D '_1I1iED 2004 1210 PI.RT 2 - 110DIFICKTION Em TESTING, SECTION 5. 0 MD NO.: H 3 6 P'OR1 NC.DE-W.BP.ZZ-0003-7 CHA-uNGE NO.: 4E0-T3507 MODIFICATION DOCUMENtn COVER SREET PACKA.GE NO.: 03 CP REV. NO.: 0 I PAGE NO. 1 PIEV. 10. 0 DOCUMENT CAINGED: DWGfi l-P-FD-006-H015 Rev. 3 SHT/VOL NO.: 00. (PROVIDE TYPE, NUMBER AND REV. THAT CHANGE IS BASED ON) ACTUAL CHANGE TO BE MADE: Replace existing snubber with LISEGA hydraulic Snubber as detailed below: Hanger Existing Replaced by New LISEGA Part no. No. Snubber Snubber Pin I Stud /Pin 1-P-FD-006-H0l5B PSA0035 307256PRE1 30-1003-1501 30-1003-150 New Cold New Hot New Flip Shroud Removed (in.) On.) (in.) (Y / N) (Y IN) N/A N/A 15.88 YN Construction / DOC. Updater Note:

1. "Flip" refers to whether or not the new snubber body is to be reversed from its original position.
2. "Shroud Removed" refers to whether or not the new snubber housing is to be removed due to interference concerns.

3 "Flip" and "Shroud Removed" condition may be changed, from what is specified, as long as it is properly documented (as-built) on this MD. 4 Remove any design load information that appears on the drawing. ORIGINAL 0 j ISSUE M. C. Chang 8-1-97 T. Nickerson 8-12-97 REV. REVISION PREPARED PEER REVIEW 1INSTALLED INSTALLER & DATE NO.

SUMMARY

BY & DATE & DATE 1_CRs Page 1

   ,.WI. Nuclear      Colmon                           Page 2 of 3                                    Rev. 6
                                    .(Page       . and 3 contains the Instructions)

ANMD CHANGES RER REsPoNSIBLE FOR VERIFYIG REVISINO1, STATUS WiG 1-P-FD-006-H01 7 001 I PRI14TED 20041202 _, __S rnrw HO FIG. DESCRIPTION+ No I p i;EC' NO. 2 11 STRESS PRO8. NDoC- i -ffIw) , & D.P 74 J' LE _2 *77* of I LD>CATION PLAN AfIEAio/51 NOTE ( CEF, I 1.HiANWIER CRITICAl. 2.CDDE SrC.T ¶L C1.ASS 2 3.SEISMIC CATEr.ORY I ELEVATION A A ( EA - K E V I I*0 o 2 Wu14 B'tH'KPE -ENGE S INMUC SltMcM tLfECTXIc C:& CWAAY sYs ISO 1froo c~ HVI CREEK GENERATING SITAIO REF. P.tE rnwr~ I gm I1 2 LMcT VRE SUPPRT REACTOR BLDG HPCt TUWZ(Q. SUPP'.-' < EKHUST

                                                                                                                  -AP ki7

NIGES -ER RESPCONSIBLE FOR VERIFYING REVISION, STATUS A14D CHA VG i-P-FM-006-H017 002 1 HRINTED 204 1202 I

1ER RESPONSIBLE FOR VERIFYING REVISIOll, SlAIUS Al4D CHA14UE-VG 1-F-FD-O06-H018 001 2 PRINTED 20041202 9 ITEM4 I14 FIG.M I - - -fYI r 140. I/ 1/4 l.kT 'L

                  -.-                            M0+4          GA::SQOA-RESi&..WITH OUTr Cj..fAMP                                                               ___

LOD-7 !y ,W -L /15,ACCELERATIOTN __02__ 2 I~ 43 S A o.D. S-t I=PF C-LAM f'WITH LI - oL-r ___

                   '34         -        T      VYJ~                             LC:

L&/b SEE. O- TAEl- 4 I______ NO0TE: ALL MAT'L TO BE SA-35 L.; STRESS PROB. NO. N.O. C 1892

                                                                                                                                                 -Q'/
                                                                                                                                   ,,    .                   -         a rq P.

B/S Z S7FID Lj jL. - 2-I F.)F K QrTEEL. LclcAl'o.4 LOCATtON PLAN AREA,2o /al~ I NOTE I . HANCE P CRITICAL. 2.CWDE&I -:CUr ¶l CL.ASS 2 I 3.SEISMI C flhTEGORY I

4. INiSTr ITEM 1 SHALL Not ELEVATION AE
                                                                                                  ~        ~Lf J          E01-Isozao i/poa#j
    'A                                                                                                          io'I' lij                      ( VEgZT I r-At-       GrQ LAt'36E V-)
         /i2\W't(leAJr-V? R'            FIAL(R               CALC. 4 W1CoRP?.faY42ri riav loTEI                                  AIt    V    I  SOI     e 5 N

r __J PUBLIC SERVICE ELECTRIC AND GAS COMPANY REF PIPE- _~.. - -- 7 HOPE CREEK GENERATING STATION DWGS C- BI_~ SA? fNAA'C0

                                                                                  -I _                  _    .

PIFRE SUP-PORT. REACTOR BLDG. X38 NO ORAW.ING NC) REV C 10855 .4-R-D-&oo-Nr (i 2r IHPCI TUL15 SLJPPL-f '4, E7CHALItST

                                                                                                          .1. -

iSEp RESPONSIBLE FOR VERIFYING REVISION, SIAIUU AND UHAli.-L sWG i-P-FD-006-H01 002 2 PRINTED 20041202 I 5 E^F Er sF- P s 6 11 I ,- H rr~ljse 4.O' _

         ,IExK-r r=P-5
  • Tt P 1[7, e-EL. 56'. S" .

(UEF=.) r  ! I

                                                      !                   J STEEL LOC PLAN 51/z4r I DE:TAI L-1 MARK N0. W-F D-o0o -H I8 YS I[so PUBIC IERVICC  LECTtIC IND GIS COWAAY HOPE CREEK GENERATING STATION                                 REF.

DWGS. Nos. I 5; 2 WITS DRAWING NO. P.EV. PIPE SUPPORT REACTOR BLDG. HPCI SUPPLI Ef4IHAUSST 2_ TUZS 4 l - P- F= D -O 6o(- H15 fo),

NIlEC; CHAI.I^E DOC:UIMEI4T II ;TE) C204 110 PKRT 2 - 11ODIFICKTION }JD TESTING, SECTION 5.0 MD ND.: H 337 FORM N:.BE-WB.Z-0003-7 CHANGE NO.: 4E0-3507 110DIrICz-.TION DOCUMEhT COVER SHEET PACKAGE NO.: 03 C? REV. NO.: 0 PAGE NO. i 1 REV. NO. 0 DOCUMENT CHANGED: DWG# 1-P-FD-006-4101B Rev. 2 SHT/VOL 1NO.: 001 (PROVIDE TYPE, NUMBER AND REV. THAT CHANGE IS BASED ON) ACTUAL CHANGE TO BE tgDE: Replace existing snubber with LISEGA Hydraulic Snubber as detailed below : Hanger Existing Replaced by New LISEGA Part no. No. Snubber Snubber Pin Stud / Pin l-P-FD-006-H018 PSA035 307256RE1 30-1003-150 30-1025-150,L=12 New Cold New Hot New Flip Shroud Removed Set (CS) Set (HS) Stroke F h Remove (in.) On.) (in.) (YIN) (Y /N) N/A j N/A 58 Construction / DOC. Updater Note:

1. "Flip" refers to whether or not the new snubber body is to be reversed from its original position.
2. "Shroud Removed" refers to whether or not the new snubber housing is to be removed due to interference concerns.

3 "Flip" and -Shroud Removed" condition may be changed, from what is specified, as long as it is properly documented (as-built) on this MD. 4 Remove any design load information that appears on the drawing. ORIGINAL l /&4 A 0 ISSUE LM. C. Chang 97 T.Nickerson 971 REV. REVISION PREPARED PEER REVIEW INSTALLED INSTALLER & DATE NO._

SUMMARY

BY & DATE & DATE MCRs Page 1

 \w_     Nuclear Common                              Page 2 of 3                                Rev. 6 (Page 1 and 3 containo the Instructions)
                                                                                              ,- ?I
ER RESPONSIBLE FOR VERIFYING REVISION, '
IAlUS ANU UHAN`SA,

'VG l-P-FD-006-H019 001 3 PRINTED 20',41202 I li t won Klo...I 1c. lO IlsA L. MECIFT I qN ._ _~ LI Z ErI I T Pl-< Co1lep, PIV4 2 1405 I r 4 '-'L6 G wt-AstfH lb" re t CeI1 oUIT i.I ILD At _ "'i NUT 5 2-290 1" WF-LuE.ss T, -iNU

                                                     - 4 Dlo 49 Y9 8'-9" C- c                   Lt. SEE        S&L.        LOC.. PLP%!CLIT               7oE     , J'T ArJD

_ _ £LEv'rlojA ____ 3 Awo 8 8 __- P. 4ibST tFFwEC P-ATE, POvioaE lr4ZT^LL PER rD>FTAIL P_05SES (BILL o= MAT'L COT. OI stir 2 oF 2 cC.`6 G rr;1 I 4 , 1'-5 STRESSPROBl. NO.c- B51(,N% @) ,& 3,P, Y19

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I *nls EL. ___91_ 9

                           -      m> A'              F1XSTd4 -A-             oAv 1                                                                                                             1 I     lLOCATION                                                                                                                       PLAN

_ PIPE FAIRICATO .f AREA 201/ r II NOTE I.I. HANG~ER CRITICAL N , I" 2.CDDE SECT T; Cl.ASS 2 F- 3.SEISH[L rATE(ORY I n v (55 2I t1 n9 4g M4.P.OVPIE 7>H^oRYscippogT 0 I-IIwo

                                                  '-                      '1I'                                     Thfn                       /Y'.

IW 7'_o3/' ( t ELi HYDRO a:1 20" PtPe LOAD0 //,6Z/ ELEVATION AA LOAD

   'ir cl)                                                                                                                        MARK NO I-F--OO-HiS 0PVp~}

Ft( l LTr I VIs laisoo Fi5 'i~ BY s t:'K - EN HalE CREEK GENERAT)O SATF OlEF. ,s 1 &2 I WT9 IWGS ST(ECD7O3l .&T t j PIPE SUPPORT REACTOR R.G)OHNO DRAWING NO REV HPC) fLJRB SUPPL'q EYwAU l-P-Ft)Tlor~,.I ()2

                                                                                                                                 'I 1I,>11 s&       f      >Wl                               tU        lBO;

SER RESPONSIBLE FrD VERIFY'ING REVIS1IQH. STATUS AND CHANGLS WG 1-P-FD-006-H019 002 3 PRINTED 20041202 61__ F. , ,, O1.0 NCC. DESCQIPTIOWN DEQD W'. L 9 I _ 200. SPECIAL RtSCE CLACP C C_- _ _ Pec ITTCrL>;tJvJlELL sTss REr1r 6A-412b- __ _ _ & Pdc~rEL Ou(.insTr No. 10S ______-l2-to R (" f6 - 1' _ _ ______ NOTE: ALL MAT'L TO E SA.-36 U.N.O '

                                                       .1.                                 ..,                         Q "7,,

I  !£ 00c Cn P .~' illrs X sf 1°55

              .CJ-'-i                                                                   /PLAN                            B-(6
                                     &l                                                                 (LUG ORIENTATION)
                         /Ai               151" 30' STEEL LOC PLAN
                                                                              -                               ~MARK HQD. I -F D           0b -H 19
--5Lcs 51,'J. 0s ?1 Ol t -t

_I , _ IiIa S. ByRKMIIN~ MJAILIC SERVCE ELECTRIC ANO GAS CDM AR'Y HOPE CREEK GENERATING STATION OWiS.PIPE P. wxS. I a 2 UNITS SA F nSTE~m -- .- PIPE SUPPORT REACTOR BLDG. 3040. DRAWING NO. 6EV. Hpc -LJF13SupL4~ X~kS_(. 10855 IPF2- F2 AV,_ ,,. _ .. .. ,,rvfL

SER RESPONSIBLE FOR VERIFYING REVISION. STAT.-US AND CHAHG:LtL .; 1-P-FD-006-H022 001 1 PRINTED 20041202 I. FL 40 FPIG. [tOro W . V W i . ** I 'L ___RAc__ T. r, - P., Vt ' KIP' _

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___ fI/7TH47H6 nA ErEM OF 7-WE _____. ( FILL OF sAATtRI-l crjt. ' b-tT. 2 oF r ) NOTE ALL MATL TO B F 3SSA-36 U4 0 I MIhESrP~AOB.ND 3 DP _ I? . ION r- 6 t It

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                                                                                                                               "-4 .      .               .       55 (I                %,.rYLlt4DRCAL                   WALL_
                                                                                                                                  \        HYD RAO LOAD Ic:             'E.x.lI s. T F                   ELEVATION A A                                                                          LOAD                   -
                'TYP        TL                                                                                                              MARAK NO           I- sn                S Li)                                        (F -N:5Wu     SUB)35EW t'fr5.5s UUD fiot                  F~f%11L 5T/'RtF55 CtALC-..VNEI                         /N1AICR._)/                     lv pj. lo.Kp-c R                tsud Cz f a.Z               F,I v . ., o 0,I                                  llf-fi BY               I                                      RsitL-Gl j

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SIATUS AND CHACk.HL 'ER RESPONSIBLE FOR VERIFYINIG REVISION, 20041202 JUG 1-P-FD-006-H022 002 1 PRINTED I W . f0Vlal, 0.

  • ANIEUI CHA1TC'E DOr,-liY.l FINr11ECD 2100412;10 PAKRT 2 - MODIFICKTION PAND TESTING, SECTION 5.0 FIvD 14  : H 38 FORM 14C.DE-WTB.ZZ-0003-7 CHANGE 14N.: 4EO-2-5G7 MODIFICKTION DOC'UEFT COVER SHEET PACK.GE NO.: 03 CP.REV. NO.: 0 PAGE NO. 1 REV. NO. 0 DOCUMENT CHANGED: DWG# I-P-FD-006-H022 Rev. 1 SHT/VOL I10O.: 001 (PROVIDE TYPE, NUMBER AND REV. THAT CHANGE IS BASED ON)

ACTUALG CmANGE TO BE INADE: Replace'eni:sting snubber with LISEGA lydraulic Snubber as detailed below : _ Hanger Existing Replaced by New LISEGA Part no. No. Snubber Snubber Pin Stud / Pin l-P-FD-006-H022 PSA0003 305256P?1 30-1003-075 30-1003-075 New Cold New Hot New Fl_ Shroud Removed Set (CS) set (HS) Stroke Flp SruReod (in.) (in.1n__ _) (Y / N_ (Y /N) N/A N/A 5.B8 I . N Construction / DOC. Updater Note:

1. "Flip" refers to whether or not the new snubber body is to be reversed from its original position.
2. "Shroud Removed" refers to whether or not the new snubber housing is to be removed due to interference concerns.

3 "Flip" and "Shroud Removed" condition may be changed, from what is specified, as long as it is properly documented (as-built) on this MD. 4 Remove any design load information that appears on the drawing. ORIGINAL 0 ISSUE M.C. Chang 8-1-97 IT. Nickerson 8-12-97 REV. REVISION PREPARED PEER REVIEW INSTALLED INSTALLER NO.

SUMMARY

BY & DATE & DATE MCRs T Page 1 a'i Nuclear Common Page 2 of 3 Rev. 6 (Page 1 and 3 contains the Instructions)

SER RESPONSIBLE FOR VERIFYING REVISION, STATU3 AND CHANGES Wc3 1-P-FD-008- H003 001 5 PRINTED 20041202 IEtu weo FIG. Of SCA. toN No0 P U 0 Nt).

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!EII':ED)CHA4GE r£I.Cl-IJME1JT II4TED 20CI41213 PART 2 - MODIFICATION AN@D TESTING., SECTION 5.0 MD NO.: H 85 FORM NC.DE-WKB.ZZ-0003-7 CHAN4GE NO.: 4EO-3507 HODIFICATIO14 DOCU=EIT COVER SKEEET PACKAGE NO.: 03 CP REV. NO.: 0 PAGE NO. 1 REV. NO. 0 DOCUMENT CHANGED: DWG# 1-P-FD-008-HODS Rev. 5 SHT/VOL NO.: 001 (PROVIDE TYPE, NUJMBER AND REV. THAT CHANGE IS BASED ON) ACTUAL CHI4.NGE TO BE MADE: Replace existing snubber with LISEGA Hydraulic Snubber as detailed below : Henger Existing Replaced by New LISEGA Part no. No. Snubber Snubber Pin Stud / Pin l-P-ElD-008-H005 PSA0001 303656RC1 30-1003-050 30-1025-050,L=5.5 New Cold New Hot Ne'" Fip SruReod Set (CS) Set (HS) Strokeud Removed (in.) (in.) (in.). (YIN) (Y IN) 1.8 1.74 4 N N Construction / DOC. Updater Note:

1. "Flip" refers to whether or not the new snubber body is to be reversed from its original position.
2. "Shroud Removed" refers to whether or not the new snubber housing is to be removed due to interference concerns.

3 "Flip" and "Shroud Removed" condition may be changed, from what is specified, as long as it is properly documented (as-built) on this MD. 4 Remove any design load information that appears on the drawing. ORIGINAL 0 ISSUE M. C.Chang 8-]-97 T. Nicherson 8-12-97 REV. REVISION PREPARED PEER REVIEW INSTALLED INSTALLER & DATE NO.

SUMMARY

BY & DATE & DATE MCRs Page 1 x- Nuclear Conlon Page 2 of 3 Rev. 6 (Page 1 and 3 contains the Instructions)

ER RESPONSIBLE FOR VERIFYN11G REVISION, STATUS AND cHANUL;L VG 1-P-FD-008-H006 001 3 PRINTED 20041202
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JSEP RESPONSIBLE FOR VERIFYING RE\3ION, SIATUS A14D CHAINUU' IWG I-P-FD-008-H007 0CI1 6 PRI1NTED 20041202

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          'A           /           _              5/ZE 3              PiA-e                  6             2 <'P/,ds ASf _uP,~                                 ~#

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Am BY H'K EOOVENGP' KM LIC ERVICE ELECTRIC OkN GA. CDW-"Y RE________PIPE____ H-Df-E CREEKR,~AR - GENERATING /y, cS(T1044DWGS R- CROSJ -MEC

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,MED CHAN.GE DOCU4ENT I, :TED 2OG4,_210 PART 2 - MODIFICKTION 1fND TESTING, SUCTION 5.0 MD NO. : H 86 FORMt NC.Dl-WB-.ZZ-0003-7 CHAL4GE NO.: 4EO-3507 MODIFICATION DOCUMENT COVrER SHEET PACKAGE NO.: 03 CP REV. 1O0.: 0 PAGE NO. l REV. NO. DOCUMENT CHANGED: DWGV 1-P-FD-008-H015 Rev. 2 SHT/VOL NO.: 001 (PROVIDE TYPE, IUMBER AND REV. THAT CHANGE IS BASED ON) ACTUAL CHANGE TO BE MADE: Replace ei:isting snubber with LISEGA Eydraulic Snubber as detailed below : Hanger Existing Replaced by New LISEGA Part no. No. Snubber Snubber Pin Stud / Pin l-P-FD-008-HOlSA PSA0001 303B56RC1 30-1D03-050 30-1003-050 New Cold New Hot New Fip SruReod Set (CS) Set (HS) Stroke lp Shroud Removed (in.) (in.) (in.) ( /IN)1(IN) 1.6 1.91 4 N N Construction / DOC. Updater Note: 1

1. "Flip" refers to whether or not the new snubber body is to be reversed from its original position.
2. "Shroud Removed" refers to whether or not the new snubber housing is to be removed due to interference concerns.

3 "Flip" and "Shroud Removed" condition may be changed, from what is specified, as long as it is properly documented (as-built) on this MD. 4 Remove any design load information that appears on the drawing. ORIGINAL 0 I ISSUE M. C.Chang 8-1-97 T. Nickerson 8-12-97 REV. REVISION PREPARED PEER REVIEW INSTALLED INSTALLER & DATE NO.

SUMMARY

BY & DATE & DATE MICRs Page 1 Nuclear Common Page 2 of 3 Revs. 6 (Page 1 and 3 contains the Instructions)

AIAKED CHnNGE DOCVUMENIT HilJrED 20-04 1210 PART 2 - MODIFICATION AND TESTING, SECTION 5.0 MD NO.: H 67 FORM NC.DE-WB. AZ-00C3-7 CHANGE NO.: 4EO-3507 MIODIFICKTION DOCMtIET COVER SREET PACKkGE NO.: 03 CP REV. NO.: 0 PAGE NIO. 1 REV. NO. 0 DOCUMENT CHANGED: DWC-# 1-P-FD-008-H015 Rev. 2 SHT/VOL NO.: 001 (PROVIDE TYPE, NUMBER AND REV. THAT CHANGE IS BASED ON) ACTUAL CHANGE TO BE IASDE: Replace eXisting snubber with LISEGA. Hydraulic Snubber as detailed below : Hanger Existing Replaced by New LISEGA Part no. No. Snubber Snubber Pin Stud I Pin I-P-FD-008-H015B PSA0001 303856RC1 l30-1003-0501 30-1003-050 New Cold New Hot New Flip Shroud Removed Set (CS) Set (iS) Stroke a / AIN N) 1.6 1.91 4 N N Construction / DOC. Updater Note:

1. "Flip" refers to whether or not the new snubber body is to be reversed from its original position.
2. "Shroud Removed" refers to whether or not the new snubber housing is to be removed due to interference concerns.

3 "Flip" and "Shroud Removed" condition may be changed, from what is specified, as long as it is properly documented (as-built) on this MD. 4 Remove any design load information that appears on the drawing. ORIGINAL .1 0 ISSUE M. C. ChAng-1-97 T.Nicl~crson B-12-97l REV. REVISION PREPARED PEER REVIEW INSTALLED INSTALLER & DATE NO. SUMMAPRY BY & DATE & DATE MCRs __ Page 1 1~. Nuclear Common Page 2 of 3 Rev. 6 (Page 1 and 3 contains the Instructions)

ISER RESPOWSIBLE FOR VEPIFYING REVISION, STATUS AND CHANGES WG l-P-FD-006-H020 001 4 PRINTED 20041202 .. . ITEL' hO

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JJKED' CHANIC.E DOCUMENiT 1IN4TE-D 20r041210 PORT 2 - MODIFICATION idX TESTING, SECTIOi 5.0 MD NO.: H 84 FORM NC.DE-WB.ZZ- 0003-7 CHANGE NO.: 4EO-3507 MODIFICATION DOCU1E Nr COVER SHEET PACKAGE NO.: 03 CP REV. NO.: 0 It I 1 li PAGE NO. 1 ou2/ REV. NO. '0 DOCfiriENT CHANGED: DWG# 1-P-FD-006-H020 Rev. 4 SHT//VOL NO.: 001 (PROVIDE TYPE; NUMBER AND REV. THAT CHANGE IS BASED ON) ACTUAL CHANGE TO BE MAfDE. Replace existing snubber with LISEGA Hydraulic Snubber as detailed below : Hanger Eristing Replaced by Neuw LISEGA Part no. No. Snubber Snubber Pin I Stud / Pin II-P-FD-006-020 IPSAO.50 301856PE2 l30-1003-0381 30-1025-038,L=4 New Cold New Hot New Flip Shroud Removed set (CS) Set (HS) Stroke (in.) (in.) (in.) (Y I N) (Y/N) N/A I/A 4 N N Construction / DOC. Updater Note:

1. "Flip" refers to whether or not the new snubber body is to be reversed from its original position.
2. "Shroud Removed" refers to whether or not the new snubber housing is to be removed due to interference concerns.

3 "Flip" and "Shroud Removed" condition may be changed, from what is specified, as long as it is properly documented (as-built) on this MD. 4 Remove any design load information that appears on the drawing. ORIGINAL 0 ISSUE M. C. Chang 8-1-97 T. Nickerson 8-12-97 REV. REVISION PREPARED PEER REVIEW INSTALLED INSTALLER & DATE NO.

SUMMARY

BY & DATE & DATE MCRs Page 1

   %-11    Nuclear Common                              Page 2 of 3                                 Rev. 6 (Page 1 and 3 contains the Instructions)

FK'SFlv)lUE~lSI1LL F()1K VfLHIrYIJ06 HLVl~l(N, 2:;1AIUSi ANL) CHANUI'S I-P-FCD-DL)6-H021 001 3 PR<INTED 2004120" l ,olANrD 5 tI_-E DEzrolr. ION 1,VT'lL _ -l ...

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H-1-FD-CEE-1879 Hope Creek HPCI Exhaust Piping Supports 12/12/04 Analysis of Reported Damage in RF12 Revision 0 Attachment C: Lisega Snubber Outline Drawing JRA )4 A-Si -.-rm P"twe'"ST . prImei ,-rtc i,

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H-1-FD-CEE-1879 Hope Creek HPC1 Exhaust Piping Supports 12/12/04 Analysis of Reported Damage in RF12 Revision 0 r" V11M 'Os155t) I 112 f0v air C"Fwc I e, - 20;z man 2 vnm 0 ryhrom Fd to - ff4 A RI M-j CO 'SS A M-AM TA 72 fm 0 X- -!6 OS ;'If A, 117711)1I 4. 54 Y*c &fmave, atrie't In rl - t 3710 010 Pw V -6,2 -;Z-4 -. I. - SqM- C 0,0 31war4t. gry'Ya I- -t 2trrII III 17344 w4hikutrn. ,I;nlf* SA 'r. FG3 Et I 31% RMW cesworr 2J L-FQ6 D-,-OU;N-05,9 M75 fine rrty -,rtaf vat re $,-O 779 0 W. 1 rw!.,Tl-RN 13101i-!- W Ls wM VS f 'O- PrN 32 AAV ~cw J.-

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H-1I-FD-CEE-I1879 Hope Creek HPCI Exhaust Piping Supports 12112/04 Anal~ysis of Reported Damage in RF 12 Revkision 0

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H-1-FD-CEE-1879 Hope Creek HPCI Exhaust Piping Supports 12/12/04 Analysis of Reported Damage in RF12 Revision 0 327 f 4 -.Z' 72 t-T,FTO-- fUrivirpist6n I rM 0'69. IOf3f A 73' 140 37217 ?V;Z

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H-1-FD-CEE-1879 Hope Creek HPCI Exhaust Piping Supports 12/12/04 Analysis of Reported Damage in RF 12 RPv;t;nn 0 3 M4 -,'O77 A TX I $,.less 14 4 - 51,57 MV e ZlVarf prar-sq" (3t5"t) 47 "L WWI r U C&O CLF Mr-ml nit af z IM W. k t I St '!,P,) Z forr W. le M I I t bp

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14-1-FD-CEE-1879 Hope Creek HPCI Exhaust Piping Supports 12/12/04 Analysis of Reported Damap-e in RF12 'Pt-11;c;nn II IALV c3n -d-7-L -- - - t N r 1518 .57ml- Cr 6 nm 1F'j L-M mA VIY!nN"Jvvriv TetvLy; Khstmoe 18 tmo;. - - 221 1

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14-1-FD-CEE-1879 Hope Creek HPCI Exbaust Piping Supports 12/12/04 Analvsis of Renorted Darnape in RF 12 n (,2575 - 2 P. 1 ras S-ans LE i I an 6mbdiff lfhrMdrdv;'7 73 T cr USEGA ID?!4 hp

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H-I -FD-CEE-1 879 Hope Creek HPCI Exhaust Piping Supports 12/12/04 Analysis of Reported Damage in RF 12 Reviqionn 0 1-Rvk, - I

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H-1-FD-CEE-I 879 Hope Creek HPCI Exhaust Piping Supports 12/12/04 Analysis of Reported Darnape in RF12 Revision 0 Attachment D Causal Factor Evaluation for Pipe Support Observations Possible Cause Existing Data Supporting Cause Data Required to Confirm Cause PExisting Data Refuting Cause Data Required to Disprove Cause Tandem snubber test failure (1- -FD-006-H15A & B) Water hammer overload from piping a Both snubbers failed in an damaging snubbers apparent overload condition

                                    . Inspection of frame, pads, pins, and devises showed no evidence of impact, wear, or damage
  • The piping support configuration on both sides of the damaged snubber precludes overload without damaging the adjacent supports. The adjacent supports have been inspected or examined and are satisfactory.

Hydraulic snubber test machine anomoly

  • Previous and subsequent tests were satisfactory
  • The replacement snubbers passed their test requirements Snubber internal active component
  • Lisega tear down indicates . Evaluate extended HPCI run failure internal poppet sticking and a entering R12 and assess impact mechanism that permits failure on snubbers on test machine.
  • There is no physical indication on piping or pipe support frame that suggests a high load on the snubber There is a cycle limit on the snubbers. Extended HPCI run entering R12 may have affected performance Snubber as found setting not pe design(1-P-FD-006-H22)

Error in data collection

  • ISI records not complete
  • ISI complete NUCR evaluation
  • Some evidence in ISI records and establish condition at shows the snubber has been in installation 20210035 this condition since installation Disassembled and reinstalled with
  • Pipe supports not always treated wrong setting with appropriate reverence during maintenance Significant rotation of piping and valve due to waterhamer
  • The valve this snubber supports is vertical
  • Adjacent struts and clamps do not show any evidence of rotation Page Dl of D2

H-l-FD-CEE-1 879 Hope Creek HPCI Exhaust Piping Supports 12/12/04 Analysis of Reported Daamage in RF12 Revision 0 Strut misaligned 15 to 20 degrees (1-P-FD-006-H04) Significant axial movement of None piping and valve due to waterhamer

  • Rupture disk failure wvould be
  • Confirm rupture disks tested likely with nearby waterhamnmer satisfactory loads that would cause this large a Complete inspection of bellows displacement. 20213732
  • Axial restaint from nearby struts is significant. Axial pipe movement unlikely.
  • No apparent axial damage at wall penetration bellows Inspection data error & Engineering walkdown
  • Complete NUCR associated observed less than 4 degree with 20210440 angle, within construction tolerance.
                                     . Verification walkdown by originator of issue confirms no issue None Snubber Extension Tube Bent        (1-P-FD-006-H20)

Excessive Load from waterhammer

  • Support is bowed, a possible indicator of overload
  • Adjacent supports and components show no evidence of high load.

Inappropriate snubber lockup

  • Snubber tested satisfactory in RF12 expanded inspection Field misuse
  • Extension tube 7/8" in diameter . Calculate lateral capacity is susceptible to damage if climbed on or hung from. This is a conjested area with frequent valve work.

Spring Can Movement larger than design (l-P-FD-006-HI01) Water Hammer

  • Movement above design thermal movement
  • Movement above design thermal movement is small 1/8 to 1/4 inch.

Nearby Maintenance

  • Hanger is at turbine exhaust . Confirm maintenance since last outlet and is likely to be spring can painting disturbed by piping disassembly during turbine maintenance Turbine Induced Vibration
  • Additional deflection is small, vibration deflection is possible.

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