ML20141F286
| ML20141F286 | |
| Person / Time | |
|---|---|
| Site: | Beaver Valley |
| Issue date: | 01/03/1986 |
| From: | Carey J DUQUESNE LIGHT CO. |
| To: | Rubenstein L Office of Nuclear Reactor Regulation |
| Shared Package | |
| ML20141F293 | List: |
| References | |
| 2NRC-5-158, TAC-62890, TAC-62891, TAC-62893, NUDOCS 8601090166 | |
| Download: ML20141F286 (89) | |
Text
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'Af (4N> kI-5?4Y Nuclear Construction Division Telecopy N,Do" HIP 552 5 January 3, 1986 United States Nuclear Regulatery Commission Washington, DC 20555 ATTENTION: Mr. Lester S. Rubenstein, Director PWR Project Directorate No. 2 Office of Nuclear Reactor Regulation
SUBJECT:
Beaver Valley Power Station - Unit No. 2 Docket No. 50-412 Mechanical Engineering Branch Questions Dated November 26, 1985 Gentlenen:
This letter forwards responses to the additional Mechanical Engineer-ing Branch (MEB) questions dated Novenber 26, 1985.
Duquesne Light Canpany, along with Stone & Webster Engineering Corporation, discussed the attached responses with MEB and its consultants, Mr. E. C. Roda0augh and Mr. S. E. Moore, in a telecon on Septenber 13, 1985.
Based on this conversation, it is our understanding that all questions have been answered satisfactorily.
Upon conpletion of your review of the enclosed documentation, please provide written confirmation that all questions are closed.
DUQUESNE LIGHT COMPANY By - - _ - - 6
- 'J. J. Carey F Vice President JJS/wjs Attachnent tired
,i cc: Mr. B. K. Singh, Project Manager (w/a)
Mr. J. Walton, NRC Resident Inspector (w/a) .[gAffD2MMO
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ENCLOSURE I "# 7 MECHANICAL ENGINEERING BRANCH REQUEST FOR ADDITIONAL INFORMATION Service Water Pumps (1) 2BVS-224, pp.1-28 and 1-29, prescribe certain stress limits; e.g., for (1/2)
SSE plus Design loads, the neuturano stress limit is 1.Os. The Spec., p. 2-3, specifies a design pressure of 130 psig. The Seismic Analysis does not ap-pear to address stresses due to the design pressure of 130 psig. Please pro-vide, in particular for the portion of the pressure boundary at the outlet l
which appears to be like a altered joint, your checks made to assure that the stress limits shown on p.1-28 of 2BVS224 are set.
(2) The hydrostatic test, and its witness by an Authorised Nuclear Inspector, is deemed to be an important part of assuring pressure boundary adequacy. To com-plete our audit, please provide the completed form which shows that the test has been run and witnessed.
(3) The Seismic Report refers to 2BVS-224, Rev. 2,12/9/80. The copy of 2BV S224 furnished us is Rev. 3,8/27/82, with Addendas 1-4, Addenda 4, dated 2/17/83.
Please describe the procedure used to assure that Seismic Reports are appro-priate for current Specifications Motor Operated Butterfly Valves (4) The " Seismic Analysis" refers to " Spec. No. 2BVS-76A". We find no further ref-erence.to that specification in the Seismic Analysis; in particular; it is not included in the references. Please identify the particular 2BVS-76A revision /
addenda that you think was used in the Seismic Analysis and explain why you think so.
2M 3
(5) We have food no obvious tie-in between the Seismic Analysis and W valve identifications given in 2EVS-76A. The Stone & Webster oover sheet appears to have a tie-in by the S&W Equip. I.D. Code; 23WSaMOV107. This would seem to imply that Spec. pages 1-12 and 2-6 are applicable to the particular valve cov-4 ered by the Seismic Analysis. In this particular case, the tie-in indicated by the S&W cover sheet appears to be appropriate. However, in general, how do you make sure that a Seismic Analysis is applicable to a specific valve (s) identified in the valve specification?
(6) The Seismic Analysis, p. II, shows a valve torque of 21068 in lb. How does this torque correlate with the torques shown on p. 2-6 of 2BVS-76A7 (7) The Stress Analysis, p.17, appears to ignore the stem shear stress due to the i specified (2BV,%76A, p.1-12) differential pressure of 153 psi. If this is i -
true, why was it ignorod?
(8) The drawing with the Stress Analysis indicates the stem is reduced in diameter i
and is keyed at the connection with the actuator. How was this addressed in 4 the Seismic Analysis?
1 (9) Page 3 of the Stress Report shows a column headed " Allow Stress'. A footnote seems to indicate that the listed allowable stress is 15 times the allowable stress listed in A!BS Seetion III for the particular material / temperature in-
~
volved.
(a) Describe the correlation between the allowahle stresses given on p.1-54 of '2BVS.-76A with those used in the Seismic Analysis.
j (b) Provide the specifics of the allowable stress of 52500 for the valve stems i.e., material identification, temperature, Code editiogaddenda, Code i
7mble number.
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3 sf 7 (10) Addende 3 of the Stress Analysis states that "... modified tracket by in-3 orensing vidth from 3 25' to 8' loeg'. The stress Analysis does not say h t I the valve draviage were changed to refleet the analytical change. Please fur-mish the appropriate drawings that will provide assurance that the analytical change was incorporated into the valve construction.
(11) The Seimio Analysis does not oever the analysis of the bolted-flanged joint l oonaseting h valve to the piping. This is acceptable provided the adequacy of the joint is checked as see part of the evaluation. To oceplete our audit
- on this aspect, please provide the doomentation (perhaps a Pipe Stress Calou-lation package) which includes evaluation of the flanged joint for the valve j
oevered by the seissio Analysis.
1 (12) The Seismic Pmotional Procedure includes a form, eseismie Functional Test Record'. Please provide a acepleted form for the valve oevered by the seissio Analysis.
Piping (13) Minimum wall thickness of girth butt welds:
P 1 23V>939, p. bli, appears 'no define and oontrol minima thickness of fig 11 welds by the 8t,' shown on S!D-3P-toS61-5 and ->5. 2sVS-58, p.1-53, appears to similarly define and oomtrol minimum thickness of dag welds.
l (a) Is our ' interpretation oorreott (b) that are the minism wall thicknesses used for pipe with diameter greater i
than 24 ineht (c) Do the minism wall thicknesses apply to plate-pipeg e.g., SA1551 (d) Please provide doomentation (e.g., shop travelers with minism allowahle l
and minism sensured wall thicknesses entered thereon) which demonstrates the control of minism wall thicknesses at (a) shop volds, (b) field welds.
t
4 of 7 (14) 2NS-59, p.1-16, states: eFor attachments dich are designed by the Seller, the Seller shall be responsible for deterniaing that the design assures tot-
.i al stress levels withia oods allowable values not only in the support parts, but also in the piping to dich the support parts are attached'. Because we are not sure dat is meant by 'oods allowahle values' in the piping, please provide emaples of this determiastion for (a) aoalatogral attachment and (b) integral attaohnent.
(15) 2W!>939A, Pipe Claseos This dooument is deemed to be signitiosat because it appears to be the major and, in assy omses, the Shll, pathway through dich the oonpliance of Beaver I Valley pipiag with the very important requirements of Code N#NC/HD-%40 are obsehod.
(a) As a samment (as response aseded), the " Memo describing how anzimus De-4 sign Conditions are determined for Pipe Classes" would be elearer if the relative staple equations used to determine F by " equation (4) of h%41' were witten out. Eq. (4) of D%41 depends upoa dich Code Edition /
Addenda is being used and there is a minor ambiguity in the Code defini-tion of 848 (Are diameter tolerances to be imeludedt)
(b) Applying the sero-earresion/ erosion-allowanos equation for F l P 1r 234,/(D,-2yth) to Pipe Class 151 for 43-imah, 3/8 inah --i=1 vall, SA155 Crede C55, Class I pipe, gives F z 2x13,700so.%5/(4M.8so.%5) a 240 pai
~
This omiculated allowable pressure, even with sero corrosion / erosion al-1 lowanee, is less than the 275 psi shown in the Class 151 Tahle. Your com-poeta cm this calculation are requested.
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i 5 et 7 l (e) 80-3641.2 is on straight pipe adar external pressure. Now is this Code l nguinment ebeekod? For sample, 2BVS-76&, p.1-26, indicates a possi-bility of a 45 pai pressure existing inside contaisment, which saplies a possibility cf a 45 pai external pressure en piping inside containment.
2BVMJ9A, for Class 151, includes pipe up to 42-imah size with 3/8-inch wall. The Code allowable external pressure for that pipe is about 15 pai.
We do not flad say restriction or warning that this pipe any not be suit-able for use inside ocataissent.
(d) Tables for Pipe classes 302 and 601 do not invoke the use of 516.9 for i
butt veld and fittings. Accordingly, fittings purchased to meet the r w quirements of these two Tables would not prwide fittings in accordance with No- $ 9. While most of the Pipe Class Tabl,es include a heading "Not ,
applioshle for ASE III", Pipe Class Tables 302 and 602 do not have that heading. Your explanation as to why B16.9 is not invoked in Tables 302 and 602 is requested.
(16) Conformance to ANSI B16.9, Your Piping Date Item 7 involves a purchase order for elbows; Item 8 involves a pur=-
chase order for a tee. Neither of these purchase orders invoke 316.9. For Item 7, the inclusion of 'I/R' appears to provide sufficient assurance that
!!C- $ 9 has been set. However,*1t is g;L), apparent that the tee in Iten 8 meets the requirements of !!C-$9.
I Thecenter-twenddinensionofthe10rPSteeisgivenas8-9/32". The center-to end dimension of a B16.910NPS toe is b1/28 Accordingly, the tee has nom l
standard dimensions. From the standpoint of meeting the pressure-design re-quirements of NC-$9, this is not necessarily a trivial deviation because it controls the space available to provide reinforcement of the opening.
I i SA-403 says: " Fittings different from these standards (e.g., B16.9) say be i
6 of 7 ftsmished in sooordname with 39.s 39 says that, if so furnished, they must tu marked with 39. We see no evidence that 39 was invoked in the P.O. or the toe is so marked.
' However, even if the tee were marked 39 in formal ocepliance with SA403, the requirements of NO-3649 would not necessarily be set. While B16.9 also per-sits non-standard dimensions (with the WP marking deleted), it does not waive the requirement of Par. 9, Design Proof Test. This is the significant diffe >
esos between B16.9 and SA/43 (or SA234) from the standpoint of adequacy of pres-1 .
sure design. Note that the Code Dimensional Standard Table invokes ANSI B16.9; 3g1 S&403 or SA234.
In view of the p. z % ', we require (a) A list of butt velding end toes used, or to be used, in Beaver Valley Code Class 1, 2 or 3 piping that have dimensions not in sooordance with 816.9.
which demonstrate that each of these teos (b) Data meets(calcult.tions or tests)/NQ/N>3640, the requirements of NB as appropriate.
(17) Seeming ^_ 14es in Piping Data, Item 8 (a) The pashage includes Custem Alloy sheets for two toes which, seemingly,
' differ in Heat Code (b7110, D4943) and end bowls. Which one of these toes is actually the toe deseribed by the NPP-1 forut (b) The shop tabrisation a b t shows two m in. wall', 0.3198 and 0.5198 The in-process scetrol sheet shon minimum wall, .400/.419 and .403/.415.
)A:st is the signitionase of these minism wallet (18) Witness of Uptrcatatic Tests by ANI We see no mention l
234920, pp.1-114 and 1-115, discusses hydrostatic tests.
4 i of the vitaess of theew tests by the ANI as required by the Code. This also seems to be the case with your pump specification and your valve specification.
Please describe the procedure you have that assures that the ANI will be noti-fied of a pending hydrostatic test and that he is present duTing those tests to the estent required by the Code.
7 of 7 (19) Se t-faster We aste that 2BiM-45, p.12, discuseos the depeadones of f ca amber of op-ales. Your Stress Aanlysis Data Faekage 26-100A lists a neber of system son-diticas but we find as indication that any consideration was given to this Code requirement. For esemple, F. 6 of NI-100A describes 'a large tepere-two swing
- with no indication of how amar times this might occur. Please identify that partion of yew specifications sieh provides the basis for the g inaluding the nabar of times the 81arge temperature sviage ooows.
(20) SIF for bransk oceneetions Yow Pipe Stress Calculation,199E, on p. 8 states sat potate 41, 45, 56 and 35, (Pt. of intersection with mall Nro piping),
the stress intensification faster for the run pipe is assumed t i be 1.5. i j
Sis is oceservative. " ,
on p. 36 of 299E, the SIF for point 6 is a.,,.,lately omleulated by the Code equation:
SIF z 0.9(R/T) /3 = 0.9(1.25/0 775)M3 e 2.009 ,
For points 41, 45, 56 and 35, the code equation gives:
- 0.9(1.4/0 300) 3 m 2.747 i Noting that the Code SIF !.s 1.8 times as high as yew asemed 1.5, dat is 'll the basis for your 'This is senservative*T (21) The steam generator blow down line oevered by Stress Analysis 'a Package ,
IM-100A would seem to be potentially subject to water hanner and arou.
valves and pipias. Please des w ibe how these aspects were oomaidered in ye w evaluations.
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Resoonse to MEB Questions f 1. The sitered joint is internal of the structural assembly and is not L considered the critical element of the pump discharge head.
A supplement to the seismic report has been . submitted addressing nossle loads and developes an equivalent design pressure to show
- j. acceptability of the nozzle.
1 See Attachment "A" for verification of pump discharge elbow wall thickness. ,
- 2. Hydro test report S&W File No. 2702.540-224-009A (See Attachment "B").
! 3. Yes. (Informal procedure of routing spec. through EMD for approval.)
l BVM-122 Eng. Confirmation / Updated Program i
BVM-166 SQRT and PVORT (SQRT = seismic qualification review team)
(PVORT = Pump and valve operability review team)
BVM-176 Seismic Qualification Task Group Organisation & Procedure
- 4. Specification used was the purchase specification dated May 20, 1977 confirmed with vendor by telecon and substantiated by the Seismic '
Analysis report date which was November 5, 1977 (SWIC Flie No. 2605.450-76A-1115)
- 5. By SWEC equipment mark numbers. Tie-in in this case is the Posi Sest reference number 15245 and the item number six (6). Both the seismic report and drawing reference these numbers. The drawing also contains the equipment (SWEC) mark number of 2SWS*MOV107.
- 6. The correlation with the seismic report torque valve of 21068 in. Ib is with ites "A" on pages 2-6 (Valve seating torque = 1725 f t Ib or 20700 in. Ib.
The seismic Report provides a conservative value of 21008 in. Ib or -
1,755 fe ib.
- 7. Shear stress in the sees due to dif ferential pressure was accounted for in the calculation. The stem was analysed for the combined action ,
! of twisting due to operating torque (T) plus bending due to the forces produced by 153 psi differential pressure across the valve seat plus SSE seismic loading (3 g). The radical in the principle stress
' equation represents the maximum shearing stress in the stem due to the !
combined action of twisting and bending. [
i I
2
- 8. The integrity of the keyed connection under the most severe seismic loading condition was demonstrated during operability testing of the valve assembly (See Operability Test Results, SWEC File No. 2606.450-076A-114G). The valve was subjected to an SSE static loading at an angle and location on the valve so as to produce worst case stresses in the valve. Simultaneously, a differential pressure of 160 psi was applied across the valve seat. The valve was then operated (cycled) under the combined loading. Valve was then operated (cycled) under the combined loading. There was no evidence of any physical damage to the valve. The valve operated within specified opening / closing times.
See Attachment "C" for Operability Test Results.
- 9. a. The allowable stress limits used in the POSI-SEAL seismic analysis were derived using a factor of 1.5S, which is the allowable membrane stress limit (S ) for the Emergency Plant Condition Condition (in accordance w,tth ASME III). The stresses calculated in the seismic analysis are representative of faulted plant condition stresses (i.e. , normal + SSE seismic). All faulted stress levels are shown in the analysis to be below the emergency sembrane stress allowables.
In 2BVS-76A, the appropriate allowable membrane stress limit specified is defined as Design Condition II (which is analogous to the faulted plant condition allowable stress limits from ASME III). The allowable limit is 2.0S.
The vendor's approach is conservative since 2.0 S could have been utilized for the analysis instead of 1.5S.
- b. Valve Stem Material: SA-564 GR630; ASME III Subsection ND 1974 Edition through S 1976 Addenda Minimum yield 115 kai Minimum uit 140 Allowable stress at 100 F to 300 F = 35 kai 1.58 is the allowable membrane stress limit (S ) for the Plant Emergency condition. This stress limit was Inc*orporated in the W 76 Addenda to the code. They were originally specified in ASME code case 1607, which was annuled in 1976 and incorporated into the winter 1976 Addenda of the code.
- 10. Manufacturer valve drawing SWEC File No. 2006.450-76A-072K, Attachment "D."
- 11. SWEC evaluates moment loadings on all flanged joints in ASME III piping as part of pipe stress analysis. These particular flanges are evaluated in pipe stress cale 12241-NP(T)-257-X9, Attachment "E."
3
- 12. Seismic Functional Test Report with test results included SWEC File No. 2606.450-76A-114G, Attachment "C."
13a. Yes. SWEC standard STD-SP-1056-1-5 and 3-5 was used in specifications 2BVS-58 and 2BVS-939 to define and control minimum pipe wall thickness at shop and field butt welds.
13b. The minimum wall thicknesses for piping with diameters greater than 24 in. are either identified in the notes of the appropriate pipe class or in the tabulation of Special Wall Pipe in Specification 2BVS-939A (Stone & Webster pipe classes).
The minimum wall thickness for piping, if not specifically identified in Specification No. 2BVS-939A, is the manufacturer's minimum wall thickness as identified in the material specification (i.e., SA106, SA312, SA155, etc). If :he Vendor finds a violation of the manufacturer's minimum wall, his quality control procedure, approved by the Engineers, has a method to address and resolve this violation to comply with specification and/or code requirements. If the violation is found by the Purchaser's Shop Inspector (PSI), the PSI issues a Nonconformance and Disposition Report (N&D), which identifies the violation. The Engineers resolve this matter by dispositioning the N&D for specificatioc,and/or code requirements.
See Nonconformance Control on page 1-25 of Specification No. 2BVS-58, Rev. 4.
13c. No. The minimum wall thickness in STP-SP-1056-1-5 and 3-5 do not apply to plate-pipe. STD-SP-1056-1-5 and 3-5 are applicable to piping 24 in. through 24 in. only. The use of plate pipe is limited to sizes over 24 in. The minimum wall thickness for plate pipe will be found in the notes of the appropriate pipe class or in the tabulation of Special Wall Pipe in Specification 2BVS-939.
13d. The shop traveler documentation for shop fabricated piping identifies the design minimum pipe wall thickness and actual wall thickness measurement for both shop and field weld and preps. Similar documentation exist for pipe end preps prepared in the field, see Attachment "F" for additional shop travelers.
- 14. Code allowable values in the piping are as shown in ASME III for attachments to ASME piping; and values for SWEC Class 4 (non-ASME) piping are as shown in ANSI B31.1 code.
- a. Code allowable values for nonintegral attachments are taken from the AISC code (used for the support structure members).
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- b. Code allowable values for integral attachments are taken from the ASME III or B31.1 code (depending on the pipe) for the attachment weld and member.
AISC code allowables are used for the supporting members of the pipe support structure.
The applicability of these codes is described in the specification sections " Technical Requirements" and also in sub-section " Attachments to Piping."
/
All codes to be used are listed in the " Applicable Documents" section of the specification.
All pipe support calculations and designs are reviewed for structural adequacy by SWEC.
15b. Pipe class 151 needs clarification. The pipe class states for 26 in.
through 42 in. pipe the wall thickness is 3/8 in. Also, makes reference to Note 9. Note 9 states that the 42 in. purge line through the containment wall will be h in. wall. This is the only 42 in.
piping at BVPS-2. Therefore, the pipe class should clearly indicate that 42 in. pipe has \ in. wall thickness. Inputing 4 in. nominal wall thickness into Eq(4) of NC-3641 P now becomes 323 psi.
Therefore, the design pressure of 275 psi in the pipe class is conservative.
15c. As indicated in our response to Question 15(b), the 42 in. purge line through the containment wall is the only 42 in. piping at BVP3-2.
. Applying Paragraph NC-3461.2 to this piping, it was determined that this pipics can withstand 109 psi of external pressure, see Attachment "C" for calculation.
15d. It is an oversighc that pipe classes 302 and 602 do not reference ANSI 16.9 for fittings. However, the material specification for stainless steel fitting is SA403. SA403 states that dimensional requirement for butt veld end fittings shall be to ANSI B16.9.
- 16. Although the purchase order (Item 7) did not state ANSI B16.9, it did, by inference, invoke ANSI B16.9. The purchase order identified the size, wall thickness, material and grade, and type of fitting as well as identifying it would be used in an ASME III construction. SA403 (the material specification) invokes ANSI B16.9. Item 8 (documentation package for power piping spool QSS-64-9 which is a 10 in. Sch. 80 Tee) indicates that the 10 in. Tee is not in compliance with ANSI B16.9. This is a special fitting. The dimensions and weight of this ese has been factored into the piping system design and found acceptable.
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The fact that the center-to-end dimension is 8 9/32 in. in lieu of 8% in. (center-to-end dimension of 10 in. ANSI 16.9 Tee) has no l impact on the space available for reinforcement of the opening. The slight deviation is in the weld end prey area.
l These 10 in. teos are certified to ASME III, 1971 Edition through l Winter 1972 Addenda. The material specification (SA403) to this l edition / addenda does not have the supplementary requirement S9.
j Therefore, to mark the fittings to 39 would be inappropriate.
i This tee, although not in compliance with ANSI B16.9, is properly l factored into our piping system design.
17s. Neither tee, with heat code D-7110 or D-9983, is describle on the NFF-1 form. The correct tee for spool QSS-64-9 has heat code D-7112 and is referenced on the NFF-1 fore and the spool shop traveler, see Attachment "It" for CMTR.
17b. The 0.319 in. and 0.519 in. minimum wall dimensions are the manu-facturer's minieue well for 10 in. Sch. 408 and 10 in. Sch. 80 l fittings, respectively. The 0.400/0.419 in. and 0.403/0.415 in.
dimensions are measured wall thickness a distance back from the weld end ( 1 in.).
l
! pumps and valves be hydrotested to ASME III code requirements in the l shop and witnessed by the manufacturer's ANI. This is confirmed by the ANI signature on the test report and the Code Data Report (NFV-1 l form). The piping lastallation specification (2BVS-920) does not l specifically state the ANI should witness the hydrotest of piping.
l The ASME III code and SWIC enchanical test procedure (MTF) for hydrotesting requires the ANI inspect the joints during pressure testing and sign the test report and N-5.
See Attachments "5" and "C" for pump and valve hydrotest results. For procedure of piping system hydrotesting and ANI requirements refer to Mechanical Test Procedure (2MTP-4) and Fleid Construction Procedure (FCP-216), Attachment "J."
- 19. See " General Notes" page 4 of 28 of SI-RM-100Al-0 dated August 22, 1984 which supercedes SI-RM-100A-1.
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Note reads: The anticipated number of cycles for conditions 1 throug5 14 is 7,000 or less.
Refer to Project Procedure No. 2SVM-45, Rev. 10, dated September 25, l 1984, (Attachment "K").
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- 20. The cal cul ated S IF ' s based on the ASE III equation shown on Fig.
NC-3672.9(a)-1 of the code are conservative and are based on full size connections.
The connections in question in stress calculation K99K are boss type reduced outlets . Using paragraph NC-3673.2 of the ASE code res ults in S IF' s that do not exceed the 1.5 which was used in the stress calculation for the decoupled branches.
The S IF used f or P t. 6 was conservatively calculated by the NUPIPE-SW compacer progran based on a f ull size connection using code equations because this branch line was not decoupled from the run pipe analysis.
- 21. Water Hmeer. All ASE sysesus are reviswed by SWEC EM) and Power groups for the potential of " Water H asme r" . Systems which are identified to be subject to Water Hammer are listed in Appendix IV of 2BVM-45 Rev.10 dated September 25, 1984 (Attacluen t "K"). NUEEG 0582 was used as a guide in the determination of system transient conditions.
Note S troke times of contairusent isolation valves range f rom 3.2 to 3.8 sec. to open and 8.6 to 9.2 sec. to close (Ref erence Specification 25VS-651).
E ro sion . Class 1502 (1500 lb stainless steel) piping was specifically added to this system as an erosion consideration (see note 4 on flow diagram RM 100A) . This 1502 piping is provided through the contairusent penetration and including the outside containment isolation values. At that point, a pipe class and QA category change is provided (Class 901 Q.A. Category II) and a f eedwate r inj ec tion line is provided for subcooling.
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3;5 m CERTIFICATE OF COMPT!AE1 g c We certify met me statemente made in tnie repor't are correct and met tnie ou or weave. conforme to the rules of construct 6en of me ASME Code foe Nuclear Power Plant Components. Sects til, k I Edition .
W AenenseIlliNTdX 1971 , case case no. N-/46-l / P' t0 f* . /9_/Y71 8 2.,.
s;gnon buttsso l'<nn Aim,o bl11. my JJ 4 3 1 Ws J t o.m ,
Out ASME Certir.cate of Authorisation No. II T/S to use the Alg ,
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$ CERTIFICATION OF DESIGN m
9 Design enformation on nie at Su fM */ TAFW/ N e d' s> '
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% CERTIFICATE OF SHOP INSPECTION
); 'N,,% 1, tPo undersigeod, holding a val.d commission issued by the National Soard of Seeler and Pressure veuel Inspectore y, sed tne state or provie<e of l'MtfeEN!A and emoto,ed 0,kA At' nt*t'amutuAL.uaa.Lb af /1 Ak7M_dO1 [hAS5*
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M.anut ac:urer Re ark.s (b)eT4Pf OAffs M .9196 $A= 5'l5 $A. 70 Als 1593 f 1 .
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Mark No.
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w-I
_ft 4 ft p
? '4 ':
.6 I
=-8
~3$
'3 I2
' .3 .
N S
- q. :
AIS Oertifics:a of Authori:stion !!o. /
.-4 :he ":i" synbol ep irs 15 . Tune lost. 11'10 cc use 7erifi :1on ins:ures
/
Manufae:urer: b#'. / W r et / 8 /N' _
Authori:ed :Tuclear inspec:::: [mk d. G%g.
k u. -
.,e-
l .
/4dc.; I af] #CA2tCT.!O Ad /diT
FORM NPV.1 N CERTWICATE MCLDfJIS' OATA REPORT FOR NUCLEAA PUMPS CR VALVES' As Rosenes by me Prowesene of the ASME Code. Seenoa 15. Div.1
, we , e.,se e, $wfacrsou Rup Dev.13een.t&maa ave. VLsemaa.c_AuF.9c=d3 suene one seerese as n corsses<ase noneers 1 we, eeen.,es ,., Shua ma ui-m.<Tue e=- gap. hs.faw, Mass , c 2.fc 7
.neame one anereeo ee owsneene or ownere S p 1 Lacesion of insteesse on 8h""8' il A' ' "Y b8 E ST% TIC U .D ^Mt99ttwGr'ad' I5CACu ,. 2'; GM.9MuusTL'lAAffA isseme one meereses
- a. *urno oc veeve EUL.4 P Nomines leiet S se U/A Cws:st Sase N t.91Cfl0 stM.nl (se Wooes No.. (#1 N Certificate Molder *S (C) Cene64n Sortes % Settaa megamretion el Drewing if) Not t eg, veer
., rvee me. % % is, caos ao. No. so..
cii M.Exu M i-U ao2R M /A IF isli 2, w/A 1987 en 2 4Ta. ve_v -
nav. n
<3:
, tal i
($4 ici
- in e
(91 sta
- s. SStusCJB W hTSft. 90MPS N F. CoMPIS AleMT!a,ys;Tm (%s nw"-
eier sees,.eeen se _ =, en e e .se es.enee,
- s. Design Cenee.ene I 'OO e f eC 's e, vm preneu,e ceae M/A cuen iremes,eme,.
gii
- 7. Coas wereing Preneuee h3 /h : pes a 100'F i Pressure Roseneng Messe ..
More k Maenes Sees. % Manufacturer mornerte tes Caerseq. t l l
' To F cAe d S & - 7 t de f.e . wi e. rm ' R/s tr.2.2 2 4 S e r m e_Ae.s < s A . r_/r c. e. m e_ a IL/s.#s +4si nt*e h n M at L S A *2.fC. dam , w e_m. .
i R/S f q'(.9 7(,
< *1 1 M - 4 '3 * . "1 I I_ es __ W C B 3./4 s (a,I 19 S A 6
I t . I e ; e
! i i l 't Forgeige . l t
h se~.a.-.anl 4A relK dia.7 , ! IE/s 4 89tR i :
I i I
I f I
=
I i
11 for tenusaiv 10ersted ve# wee ontv
- ~
w wg e.e ...se. .t'oets ,n 'crm af ;.Me. lastCfle. Of drawingt ay Se sted =fCv'Ced t're es 6 07* e 11' 7) .ntermetion .n
- * . **i'8 Cate 3e9Crt te artCfuder) On eeCM Sneet. er.e (3) eeCM Sneet is nuffiDefeti and numOer of theet.
9*er r.y ',y#PJ og .og$993Ren.g orre, s
1
' l el4dC 2 Cf.,?
ponne Nrv. isese were Me. f Metened Soec. **e. Menutessurer l Romerne icedemne '
l l sfuos sA.As cat.ai als i s so4 r dev #60. cade na. S A . e q 1, a n . (E *7 i -
R./s li gemi f May Mur S Ar . 14 4 r. m . 7 i '
E./s 9 7 7 :a 4. l Marv #60.c.8#e . M A- t A a de a . 8 7 I
t R./s $54ctC ! i i i i i , l
- f l t s I
<es omer Pens ;
l !
<*at . F t A* e S A . TI LE de E. 70 ! 12/<,. 4 79 49 en = - a IPrPa . _4A. Ei4 4E. 7o I ' Els iG SMSS f'3EnfTL1 Saafreef' CA. EiM #L a . *f d 1 2./4 iSA ( 9C M ut* min e T Dee m n A . f a (- tm a . 13n El4 iKR R85' eidpusut E_Anand. . eLA,.E14 &#.To Elsi ISA 441 L= m a *^ 'si . Sat. Ces A m.7a Elds 1 CA r.41 ras . 9t Pa i MA. Ein d E . To 8 Els sKlutA7 (a, 1 e_nL. 9196 5
$he Kl.$ GE 70 G,/4 l$bA1$
cat . Pepe '
SA. 5 5 ce E . io Els ISS ag
- 3. aversusie res, 2.e o e., oi,e oi,,,,,m ,es,,,.e ,e M /A gm, g592, 5g
-- csmmcArt CF COhEPuANc5 1 We cere*y met me meesmente neees in mee resort are cerroet and ones ines sms 5 or veswe. conforms to me ndes of conomscaen of ine Astet Cees %r Nucteer Pmeer Pfant Cameonente. Ow. l.. Impon f47 8
, S h, 4eeense tuietare. #4 r7
. . c.de coes No. u - 1 4 (. - l m Mu /942.
. 3 s.g ee w u v m an Rso o n.v. .a /4+n# f -
- f ii =4
]
a comnsam meneere our Asnia Camacme of A,menassion No. I f 3o te vos ine Nb ev view emerse4 b4 SE1 i= com
- I i 33
' g ;3 C5mPICAr!ON OF DESIGN
'h= Dee.gn .nformasson on 61e at 12ycoe Tae e. gee Pu ogo Dev.
sire .nem.e regen ca t onevi on nie a U /A c .; : _
?) ,,;n Design soooficesions :ert. fled ter all SI"4'-_Ph Ar . hi fu a.aJ
([haf$
E3:
j PE steesfehanmarLuAalla seg. No. PIE .h 2./.4. F_
Strees anesvos comnes av (ti U/h F(2 Pe same u /A ne,. No, M /A.
(1) 5.gnasure not reeuwse. Las name eruv.
1&
l%
Q camncAT or sNor esspecnoN
- 8. me sneeregree. noteeng a veoie c.--.--:: x issues try the Neeenel Seerd of, arte Pressure Vessel Ineseners one me $ tete or Province of NLi NL 1I & ans eme Me LA5ds un if ia.1 f m em of WAL TM MW - neve .nsoected me pume, or ve#we. oseenbee in t99e Data seco,, on
! 80 beo ,
ig V1 W esase that to the been of my enendeege and boeief. the N CerttMcate Moeder mes con.
smacteo mis oumo. or vow. .a accorcance w.m me ASME Code.Section III.
Sv s.emng in.e core f cate. nemer tne insoector not mis err.olover meses any worrency. escreased or mos ed. concem no Pe vou.oment seecnoce a mis Deta Aeoort. 5artnermore. nevner me ineoector not nie emotover sean de bacte n anv
[ -aenaer 'y any sermonas nrury or peooetry esmoge or a lose of any eine ansing trom or connectec in trie .csoection L
l 8e 'b
- A ., W 3
- ,! n.,W / g-_L JL- C A = > , jo v' Comemse.one M 'M M M . / ' 2 M ~7
)
.PWener.
' Net I se.. $ sere P.ow one '80 I i '
.h Y V r.gurftp@_T c_._f.uswian__rAMEuumuat_mC-o- 1
. . . . - . 4 d c: A Cf.5 ponne NPv.ttasses _
- s eneen.
w enuressurer ^ \
~ '
j wesenes sees. %
w.,e . .
e _
i i
12Js t i S od I )
6 e.n. e S A .14 *% <s t . & "f ' E/s ; # Se 4 7 __
~STWs i i 1L/s 9 7 7 mg. ;
~dev 50. case sca.' SA.sa.Ig,4 191 r.a.7 an. t% 7 -
i R./m, S54CC i
~aJav Mu f 4A-rema dam,s7 1 i l Way leo.ckPa.<* .
~
i )
I
)
_ i 1
l NomerPone i 2 /e:. 47 A 49 A s . F t**
4 S A . 84'I in de E. -Fo I
' tis #4 A888 __
en -a PrPa , *A st% dia.fe I t 2./4 I EA f 4 C TEs.aftr_a % m r' C A . tEi n e a. 1 d I I E14 tSJK A S M' GA. #aa <A m . A mig p sg f.,43 Asm.e r Dion _g.Cs4 d.a,ya I
St./s. I C A 4. + f
,Tgppent eL - ~ =
i # met es w-n . 4A. SA. Ct4 Am.7o R/s serAS7 (,
Ea C d t.To it./* iSAm?s A L. 9 Pa i ea pePa i 4A C tf e.e.7o Els IS8 4-3 i SA. 545 det.To >
~ cat., P Pe .
7
- O-- . oios omerwise use puewe- 4 /A - se .
- s. we.ename ==
I-CWtfWICATE OF COhrtJANCE or veeve, conoorme a me twies of 1478 -.
eve 4 mes me assernense mese m mee resen see mcorrectEoms Div.t..Ee /94 2. met mee su
. m of me ASME #4TE. Case , 4r c.ee Nuesser coe. % _Power u- 146- Pfent I Camoonene.
l
, m _toiemow asem R ,a a nu . ,,,,
&lfb+w - _
t w _wa w,uM su commesso senseen l I "OO -to use me Mb e, eim ees,seM fume.%
eene 1m ow r,wa comneme w A.m nassen a CWITIFICA11CN OF DES 4GN Div.
i ces.ga.nfo,mmion on nie a GN% e ~4 nsee Poue _
M / A.
sirees easiveie ,eoen caos t oney, on nie a GTE.P4eKM A., . MM a 'ea w h --
l Deegn seconcacons :senes av (n b'^m uas ta, g,,, g Pa.%e2.44 6 PE Stene U/h Strees enseveis kl /A comase ey (u neg. m _ M /A, Pt Steen tu s.gneurs not rueu.coe. La nemie ensv.
CsmFICATE OF SHOP INSPECTION one pressure Vessed ineesseere e,u= -r.~ -
- 1. me .encersgree needing a venie commeemen issues ey me Neeened Seensem,_ _.,=
er e me sia,e or ,co. e c,
~ ~ u . a. neve inseecree me pumo or veeve. oesented in m e espose Does on at 94- T'-
. MW -
ed De# t9 $6.1 ene sete then toinc esse of my snowdence one Deseef, the N Cent 6cete Mode seructee mis sumo. or veeve. .a accereence wim me ASME Code. Sechen d ortil,
.monee. concoming l
r i
I e segmng mie cerMcate. aernor me ineoector not 'ies etnosever meses any worr l ' me equiomeat seecncea n mis Data f tone ensing from or connecree w.en trus ineeection aseaer for any senoaes .neurv or grooerry osmoge or a lose o any
.A
- v *O h
- C- 's G u,-L s (.in % 3 w' k . 2 M 7 e,,,,,,,,,, .w. i ee.. si e e % ,
l pe .. / ,. c _. wo,i A A- 9 , , Av. __
)
l s cmee - eesrcu w-c= muTu% ms.co. (pe. Terr %7uuw - - - - - - - _ _ -
h[ POF,IGEld il N 5 0.'..( f. %M
~ ' ~ ~
, . ,,,ag h
" ' ~ - ~
$LL * '
- ' ' ' ~ ~ ~ ~ ~ ~ ~ ~
FIi;AL T:-:3TyOR ]w L g o4 , g.
- "
- P3I Scrial !!o.
- Y1-1,G_.)2$-O Q Q Q. ) 52 4Q-l, ~C.
ur 13 w EU < o.
- Cu~itowr Iten Tag No.
3,g,_ mWIN 4.4Y 7.0/I G '
2AW M Ma v to7C.
Valve Size m /J!sI Rating _Bo:ly Type JL 4 15b A h. Gogh Sh g r Shen Test per PSI Specification g.24g W Test Medium h}p Seat Test per PSI Specification Test Medium l
Allowable Isakage: Shell Rone Seat I TEST RESULTS Shell Test Dise Position Pressure Time Imakage Accept Rejoct Romarks -
Open ger scru to ,dn . O [ Pm. s.2 4 w.1 Seat Test -
F3cw Direction Pressum Time Isakage Accept Reject Remarks Into Seal -
Away From Seal Seat Test per PSI Specification: Test Medium A11mable Isakage: Seat Flow Direction Pressum Tino Isakage Accept Reject Remarka Into Seal Away from Seal Tested By: Date Inspected By: Date
. n N G -13 ?!
A r G
- 13 '? ?
Ceraments: -
Posi-Seal' International. Inc.
Rts. 49 & U.S. 95 .
~
l North Stonington, Conn. 06359 .
DUQUESNE LIGHT COMPANY @@ ..
REAVER VALLEY POWER start 0N 82 P.O. NO. 28V-76A J.D. NO. 1224 MOTOR OPERATOR BUTTERFLY VALVES , -
4 FLANGED AND WAFER TYPE CAT.! .
1 T.bc
~
~Ylitacs:Tri Dy: Authorized Inspector Date
a . . . _ . . . _ -
, :... _ ..--. ~'
,,,.,,, g} ,
g ENGINEERU:C STANDARD hk . . _
I' ACE 1 OF _.
m_
SE1SMIC FUNCTIO:lAL TEST I ECO:tD .
POSI-SEAL REFERENCE 110. g24f , ,
VALVE AtiSI SERIAL ITEN 1:UCLEAR ASSEMBLY VALVE TAG
' SIZE _ RATING NUMBER NO. CLASS _ D*,.*C. 1:0. REV. NUNDER g n 4b Lb. as4s 4.c, ,,_.L , A wa s -L. _,J.,. 19ws+ asy ,rnt NUTOR OPERAT03 DATA:
- ,[
i Manufacturers Lim *i.bvept. Model M18C M6 o$1% Pos.*ta)
! " serial No. D h \ t'. E f .
. Motor. Rating: HP _ .h - Phase a Frequency /M A4 Pull Load Current 2, 3
', . Voltage 4th w t& Locked Rotor CErreni; 1/,9 m c
. . yr CIVEN DATA: ..
- e. . l , :., . . . , . ... ',' 4 , .
- PSI (TABLE I) Specifled Opening /
,e in Dif f. Pres: um A. - m "
'/ $$ -
Equivalent ! ;
e.
closin;, Tice Dd I
, a .
- g , g ,* Voltage / Flu 14 1%.:.3.
.. ., , j .
~ o < .
> z>u .
. < .a -
- s.
- fggTESTDATA(ACTUAL)
- . .- .
i.* er -IE E Diff. Presstrre Across Seat (Appliied)' %O
- '
- PSI .* ,
. . ' ,I I. . , *-
$ ar Eguivalent Seismic Force (FR) ,(Applied) MMn LB ' ',- * *
<mw - *
- u. - -
ac < t .
.. : . .c
~*
.^.
- 803 . .
'!===. ACruAron i L3
! J .a m ae z MOWN T//lG **
. REQUIRED. ACTUAL.
w<
. SUMAC C. - . *
! ' >ut f$a (in.)1.s= 2.25 . 2 . *r f-
$ ar z w a
' y (in.) La = **7 . o 7. O it .5W i (in.).b - *f . r v. r
! $ O $ ",
L- @
(deg.) 9 = -
W
- Vf' s e a. z u. * .
. --t 2 3;OTE: 0 is the angle of the selsmic force
) ,
that causes the worst stresses .in the
.,p"g -9 . -
- / ** .
. .- valve seaber. .
- - * * *
- First Cyeid* Second Cycle. Third Cycle #
- Cycle Time Open: , M Close: L' open: 57 Closes i 7 Open:,$J.,,, close: JJ Yaltage Open: 47e Close: gyg, Open: ,T.2,@ Close: jy,g, Open: g Closes $
Max. Current Open: Q Close: g Open:p g Close: ( g __ Open: g lose: O
. COMMEllTS: (ie, describe lupairment of operability, excessive operatins' tietes, o: '
visual dam.,ge)
Posi 5eal International. Inc'. . .
Rta . 49 A. U
- S
- 95-e . yorth Stohington, C'onn. 063,39 ,,
Test Supervised By. Data Recorded By: .
VItnessed By: h h g g PSI Inspector: Q [
m, . , , - - - - me..-,-. , - - . . -- ,- - -- - - - - - - _ . --
~~
_.. eoax.a.u. zw::.me:a, u=.
-" N 'F K ~
MtAR FIrrar.i:st P. sic.tr $_gy 3 gg4 -~
- ravelcr i*o. P3I Scrial
- fo.
,,-iS.ms-ow m s-"~us- u -e
CuWncr , ,
7urcha:4TMer no. Itcn
"~
Tag No.
"Atan M WDh dlAN ~ 7/t A --(a- ssW5fe46 Vie t Valvo Sise a ANSI Itating Body Type 14 /SD A.b. SI n,a ie- W- a e__
Shell Test per PSI Specification jgg g Test 11edium ** " '*
Seat Test per PSI Specification Test HmHn= ' " *"* W 1R2 45 W-3 Wru Allowable Isakass: Shell None Seat go
- TEST RESl!LTS l
Shell Test -
Dise Position Pressure Time Isakage Accept Bejoct Bomark:r
' Open gpg pg,_ ; o g q, o / ,_,,,,,,,,,,,
Sc.i:, u.n
- Flow Dimetion ' Pressure Time Isakage Accept Reject Remarks Into Seal
- Auey From Seal fD M te 1a m;n. 3 V Pim S.i1 .4.c14 Seat Test per PSI Specification
- Test Hodium Seat Allowable Isakace:
Flow Dinction Proscure Tirao Isakage Accept Reject Rosarks Into Seal Away from Seal Tested By: Dato Inspected By: Date N A/JV f/!/.
- 75 7 f Comments:
Posi-Seal International. Inc.
Its. 49 & U.S. 95 North Stonington, Conn. 06359 DUCUESNE LIGHT COMPAsiY b .
l BEAVER VALLEY POWER STATION 82 P.O. NO. 2BV-76A J.O. NO. 1224 j MOTOR OPERATOR BUTTEstFLY VALVES -
t FLANGED AND WAFER TYPE CAT.! '
h
~
liftnessed ly: Tdte ,
' Attthorized In3pcetor -
Date
8 l .,ll ~ -. _ .
,h fit!AI. TF.57 IG?O:tr 8
- ir.'velcr l'u. . -- - . - - .. _ f_4. g._ . .. . . j.__W7__. .'3 . . _ _
- M Unrial No.
CuMhh.r 1'l #25 N-20 Q."D.809 I S 2 yq Y$~~b co, Q 1 urchwu C rite..ri ..To.. .
Ti.cr.i
% ._.5@mt M WADSM -1A.Y=
Valve 3.1x0 - '.g ANSI Hatm.3 d A$
3 E.ty Typ__t.tsWitMov!S7c a -
JS*O L h. % q \L Y\
Shell Test per PSI Specification g p g Test !!cdiura -
Scat Test per PSI Specification 2 K.3.W ~7 9 Tcat MaM um * *" * ** ##
w&
A'11cr.sa heaNage: 'Shell lione Scat gy *
-. . . e.
, , . . TgST RESULTS '
- ..,. <- e gh'411 Test '
Disc Position Pressure Th bone Open Accept Retset Remarks. ,
~ .,
Flcar Direction Pressure Time' Ic *_ age Accept
.. Reject Bemarks Into Scal I. * *
{f'wayFromSeal ass an A e.
6 -
/ *' '
, sic'e, Test per PSI Specification: jga y .s ,.
w anwar.4ea.
\ .. .
.yp. 7 Test Medium wy Allowablo Isakage: m -
Flo>i Direction Pressure Tirac Icahnge Accept Reject Nrks Into Seal -
E"*.Y f*** S**1 3sf Ontra .
Tated By: , -
\ m%. 2s V -
Date Ingucted By-07-641,.',- : e.:ts1% -
,, Date ., .
Carvaents: .. . . . ,
=). -
u.iig. ,.-
- ' ~
DUQUESNE LIGHT COMPANY P b" i
- g& U,, 0-,9 sic.a., w-REAVER VALLEY POWER STATION #2 g ,' conn' 06359 . ,.
P.O. NO. 2BV-76A 10Tgh Ston188 ,
J.O. NO. 1224 MOTOR OPERATOR BUTTERFLY VALVES FLANGED AND WAFER TYPE CAT.!
m e . .
Sool Witncceed Dy:
t t E Ti d . '
iia.te .
Authorized In:;pector
\ r ... .! ^ A " l Date 1
N' y e-.
4
- h-6
- e
~.
ATTACHMENT C i
9 4'
t I
i L
I e
I
^
h i
- 8 i
!~
l l
I L.
I I
-o 9
,- - - - - . _ . . - , - .- , - - - . -,,s ,- ,. , , , , - - , ,
hMU h _ por,I 3Er.L I:Tra. '.7IO." L, II G.
" - ~ '
h fit!AL T:-:3T ?.? cat 4,, , g o p :g . 4
. Traveler 1.'o. P3I Scrial !!o. "
~ - ~
CdR omer Menaw Mc. Ao. Rm Tag Po.
She.AA \1hbJdW Ad. Y~ 70 A b Valve Sice a A!!3I Rating lcdy T3Ta DW 5* M6 V 10'IC --
A tl. 15'o J. b. E q \* Tib. n g e__
Shell Test per PSI Specification jg2gg g ,4 Test Medium h'gp Sert Test per PSI Specification Test Hedium ,
Anowable Icakage: Shell Rone Seat TEST RESULTS Shen Test Dise Position Pressure Time leakage Accept Reject P=&
D" 42s MI(t_LD__rso. D L3. 5.2 c4 M.:
Seat Test
- Flow Direction Pressure Time Icakage Accept Ecject Remar'.cz Into Seal - -
Away From Seal Seat Test per PSI Specificat. ion: Test Hedium Allo. sable Icakage: Seat Flow Diraction ' Prescuro Tirao Icakage Accept Reject Remrks Into Seal Away from Seal Tested By: Date Inspected By: Date
. n G -f 3 *1f a- C,-t3**)?
Cocraents:
Posi-Seal International, Inc.
Rts. 49 & U.S. 95 .
~
North Stonington, Conn. 06359 .
DUQUESNE LIGHT COMPANY E*W .
BEAVER VALLEY POWER STATION #2 -
P.D. NO. 28V-76A J.D. NO. 1224 .
NOTOR OPERATOR BUTTERFLY VALVES , -
FLANGED AND WAFER TYPE CAT.! .
h
~~Ylihessc<i Dy: ~IElE ~ Authorized In pector Dato
.........Lg ._
ENGINEERII-:C STANIMRO hhh l'AG E ,.g , O F ,g SEIS".lc FUNCTIO'IAl. TEST IWCO:tu .
POSI-SEAL REFERENCE 110. ,f524I , ,
val.VE AtlSI SERIAL ITEH 1:UCLEAR ASSEMBLY YkthE' TAC SIZE RATING NUMBER NO. CLASS D*,lC . 1:0, REV. NU!!BER
)$b W t&2'45=L*C. $s .3 ID '/$~l- [ 2Sw.$4 tab 4 t tf1/*, ' .
H01'OR OPERATOR DATA: .
Hanufacturer: L w *i b v e u e. Hodel M26C. SMf5' o$lk Pos.*&
^5erial No. ~~2 4 \ G K l .
. Motor. Rating: HP _ ."&*n - Phase 3 Frequencydd /4 Full Load Current it.3
.. ~
Voltage 4th W k. Locked Rotor Current 1/,9 ..a c
.. . yv
. .- .. . . . ;. t
' .". )
CIVE!! DATA: * ' *
- ^ -
<m Diff. Prer.:o m /
'/ $ ~.6' ' ~
- PSI (TABI.E I) Specifled Opening / -
I%* as Equivaleat !
o.
lo .in:. Tica Qd .
- 2-o e ><*> Voltage / Fluid 1%. ... . .
~o < . .
>z>u .
< n
- y y
- TEST DATA (ACTUAL): , , .
[ac O E Diff. Pressure Across Seat (Appli'd)'
e l~(o O * *'" PSI.*, *
- ,,*f J'..' '* .
- j. *
$ ec Equivalent Seismic Force (FR) ,(Applied) gqan LB ' ', -
< 33 W *
- u. - . ..,- t z< i. . . . .
- ecz ,
!., 5, g ; o **
Ac ruATOR ~* - l). '
ew ac z F10V!N 7-//lG REQUIRED.
suura:c
< w< - -
. . ACTUAL. -
l>ygo [ -- (in.) L; - 2.25 . 2_ , M~-
' ee z =
-t- : y (in.) L2 - 7.6 1. o f * .8 2 . i on. ).b - af . s ( r-t,G- -
(dee.) o - g 5*
vr
!.Sa5
. zm l
. -l2 };OTE: 9 is the angle of the selsmic force
. , fg -O .
- that causes the wor'st stresses .in the * *
. t 'l . .
valve r. ember. . ..
. l..).
First Cycid' Second Cycle. Third Cycle *
- Cycle Time .~0 pen: , M Close: [* Open: S7 Close: i'l . Open:Q Close: JJ L
Yaltage -open: Vra close: m Open: 470 Close: no Open: y -M Close:. 13 Max., Current Open: M Closes g Open:t h y Close: g m_. Open: n- .Close: f ,
COMMEliTS: (ie, describe irapairraent of operah111ty, excessive operating tietes, o:
. visual dan.,ge) * *
.Posi-Seal International. Ino~. . . ,
Rts. 49 &.0.S. 95
' North Stonington. C'onn. 06359 ,-
Test Supervised By 1 Data Recorded By: -
1 %- V . S o.5 c 4 3 2.4 witnessed By: @ h k jg g PSI Inspector: Q g '
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i raveler No.
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. P3I L isl *lo.
91- / 5.:t 2"5,-04 -6200 5
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Shell Test per PSI Spocification Test 1-tedium jgg 94 Seat Test per PSI Specification Test 14 alium #' " *"*M
/S:t 46 #-3 wkwe A11whle leakage: Shell None Seat go TEST RESl!LTS Shell Test
- Dise Position Pressure Timo Icakage Accept Reject Remark:-
Open 9f 34 jg ,,.
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bee u . .
Flow Direction Pressure Time Icakage Accept Reject Ramark:2 Into Seal Away From Seal CD #ifer g6 mW. 3 Pm. S.11 .&sf-f Seat Test per PSI Specification: Testfledium Allo: sable leakage: Scat .
Flow Direction Pres::ure Tine Accept Reject lebhe Remarl:s Into Seal Away from Seal Tested Ey: Date Inspected By: Date N LA/V -
Yh'/ .
WN f f Corraents:
Posi-Seal International. Inc. l Rts. 49 & U.S. 95 North Stonington, Conn. 06359 DOCUESNE L IGHT COMP AfiY W .
HEAVER VALLEY POWER STATION 82 P.O. NO. 2BV- 76 A J.O. NO. 1224 i MOTOR OPERATOR BUTTERFLY VALVES -
FLANGED AND WAFER TYPE CAT.! ,
h IfiincascWT17: Tate ' Authorized In3.Ector ~ Date
- .' i
@C f_A}{ rma. Tmr ia.?ou Tr. inner no. l_ . m. . . . 3"cggt
- 1 St serial no+.
.hi Lo. ..nur 31-J.S.Nhl & A1tuVcu.800 hn,u C dk:..r ..i!o.
'Tt,cr.i IS21R-6 s' -
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g___htm. Valve Size M ds.h,SM
- __ 2 3L..V.- ,7/o d
.o /.NSI Itatma ~b._.f~Ty.._
oJ p2 _
.t.5W3p n gjp 7 c- -
AA 150 Ah. _ SinSL F i e, ,p _
Shell Test per PSI Specification g p g Test flediura Scat Test por PSI Specification 1 C.2 4C 'TP- 9 Test !!edite *** **d
&w.
Allo:tahlc' keUkage: 'Shell
!!one Scat g -
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. . . - TEST RESULTS -
'. . c. '. . .
5511 '5' cst
- Disc Position Pressure Time- Icakate Accept ,
Op: n ,- RcSect Reks.
Flott Direction Pn ssure Time' icakage Accept
.. Rejcet R = arks -
Into Seal * *
.Attay From Seal . ,.
,33 pgp gg , 6 / .
.,itre, T t per SI Specification: 1 o.msowa.r.ze.L jgggy 9 Test Itediura gy Allo.iabicleakage:yah9 -
Flo:r Dircetion Pressure Tirac Ical: age Accept Reject P~nrks Into Seal Atcy from Scal g.,g pgg \ w, .o /
- Tcstod By: ,
Date Inspected By:
, Date ,- .
'h h '
C,k$bQ
~
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com ento: .
1 Internat5.onab 180* r DUQUESNE LIGHT COMPANY h gg 4 & II 0 -
DEAVER VALLEY POWER STATION #2 50rth StonlUS t on' Conn. OW P.O. NO. 2BV-76A J.O. NO. 1224 HOTOR OPERATOR BUTTERFLY VALVES FLANGED AND WAFER TYPE CAT.I t
g 00 Y D,WTA h ?
liitnessed Hy: ,.ITa te AtLhorized In::pector . . . - - -
' a . . . /. . f) A
- ~" l Date
ATTAC M ENT D
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LIST OF MATERIAL FOR ONE ASSY. M b2- T , ',' - M--b age Jwit M m.at~*
. .. . j .. . , .
oises canti,isc connaci
*"" o./ U, POSI SEAL INTERNATIONAL INC.
J 1 M'7 3 JT'W ' "" i .t/ "*'"N' 6J
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6 ATTACHMENT E
STON E C WEBSTER ENGINEERING CORPOR ATION CALCULATION TITLE PAGE
- SEE INSTRUCTIONS ON REVERSE SIDE a we w ,emo.m
. CLIENT & PROJECT PAGE I OF g)
~, DUQUESNE LIGHT CO. - BEAVER VALLEY UNIT NO. 2 rat'At. P 4(,e s 2. 42 C A LCULATION TITLE (Indicative of the Objective): O A CATEGORY M PIPE STRESS CALCULATION Fort M - NUCLE AR
$ git VICE w MEA- !)!!N'WRux!ORLY 80llPAkh P ^'* BUR /f?
PPG UP TD VAlVf f/f Rh'P WMfd h'A /P C / M V 8('l L b ik &' . Ul UM U OTHER C ALCUL ATION IDENTIFIC ATION NUMBER J. O. O R W.O. NO. OlVISION E GROUP CURRENT O PTIO N AL OPTION AL CALC.NO. TASK CODE WORK PACK AG E NO.
J,2241 NP(T ) 2f X$ C
- A PF ROVA LS - S IGN ATUR E & D ATE REV.NO. S UPEI'S ED ES CONFIRMATION PREPARER'S NAME REVIEWER'S NAME INDEPENDENT ,.
((
- CALC. %
4-DATE-PRINTED PRINTED SIGNED ~
PRINTED
-& DATE -
11 . N Mt}- N s.. ,,, , . . ,_....,,,, ,. m o .~,,
8224t.Wm)=
16859 e wll KtyAMr set.uxy bc7 CH W s e.s m ^t G
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RECONCILED t
DISTRIBUTION
- FIREFILE-MICROFILM ARCHIVES DISTRUBUTED BY BV 2 PROJECT RECORDS MANAGEMENT -
1 copy i I COPY GROUP l NAME C LOC ATION I(ttSENT GROUP l N AME & LOCATION SENT f fE M t . M g,gogt (FirefileMNro,l g l R. Washington l0 "1 2 EMD-SEG l C. Houmiller 10 l1l2 245/8 I
/ J.l Principal l SEG lj j film Ar_ chives)**f I e Stress Engineer l ,
Power Division l, A. Fiorente Lead Engineer 245/8 9 ld J : SWCL svv2 Project I
I R. Luck (Toronto) lj! 8
!h EMD-Principal g 7, Sp/avoc.o i EMD-SWEC-NY lj l H. Moscow -NY/37 i a i dech. Engineer , 245/8 , .
! BV-2 Proj. Engr.l lyl l l jjj Structural Div. l P. Talbot lflg!l
, , i Lead Engineer l 245/7 l !
EMD-Lead Eng, / j SRC R. Obadiah- 245/8(Job N Book 211-NP-D)ll l
ll l
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t% e ccesas e, cs comenant anarent sa s.a.ms . as ..aa.ae.s s STOhE f. eEBSTE2 EssGusEE:"essG CORPOm*.Ta0*
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STONE e.CEBsTER ENGINEERING CORPORATION CALCULATION SHEET 4 Soto LS
, CALCULATloN loENTIFICATloN NUMBER J.o. o R W.o. No. olVISloN & GROUP CALCUL ATioN No. oPTloNAL TASK CODE PAGE N 12241 NP (T) 257 X9 i
REFERENCES 3
, 1. ASME Boiler and Pressure Vessel Code,Section III,1971 Edition and all
, applicable addenda up to and including winter 1972 addendum.
la. American National Standards Institute, ANSI B31.1.0,1967 and all addenda r thereto including addenda dated 6/30/72.
e
, 2. NUPIPE-SW USERS MANUAL, Rev.14 dated 7/82 which corresponds to NUPIPE-SW PROGRAM, Version 3, Level 14.
' 3. Stress Analysis Data Package SI-RM-47A 47B dated 1/7/s/ 4 3/s9/8/ .
'8 er r.o is 4. S & W Drawing No.:
l.
,, 12241-RP- 198-6K
,, 12241-RP- 2074 -8N , 20 7c-7(s , 2070 -5K , 2 0 7t- 4F ,207#-or .
- 5. Line designation table for Beaver Valley Power Station Unit No. 2, Rev. 28 is dated 3/is /83 is
,, 6. Determination of Coefficient of Vertical and Hcrizontal Modulus of Subgrade Reaction for Buried Pipes. S & W Calculation #12241-211A-G-36 dated at 8/13/76.
23 7. 2BVM-150: Analysis of Buried Safety-Related Nuclear Plant piping and recommendations for its structural penetration, unissued.
,, (Rtnst To Assuupraen es)
- 8. Amplified response spectrum calculation with displacements profile data for the Auxu.IARY By/L OING Diskfile: NUPIPE.5EI5MIC . Ac t/ 224 / CURVE SET NO. II ,12 as Calculation #12241-NP(N)- t oo9-x6-o cArro 4/8/#1.
- 9. Specification for piping engineering and design for Beaver Valley Power Station Unit No. 2,2BV.5-939, dated f./2.f/fg #A/# ##c4 29'- Wif /P b
33
- s. 10. Specification for Stone & Webster pipe classes for Beaver Valley Power.
33 Station Unit No. 2, 2BVS-939A, dated 12/l6/32 Se
- 11. Power Piping Company, Pipe Hangers and Support, Catalogue 77.
is 12. " Stiffness Representation of supports, anchors and restraints for Pipe
.o Stress Analysis and Pipe Support Design", EMD-80-02 Rev. O dated 3/5/80.
,, 13 Nor usto.
3
- 14. Nor vsED 3
4
STONE c WEBSTER ENGINEERING CORPORATION CALCULATION SHEET
&50063 CALCULATloN loENTIFICATloN NUMBER J.o. o R W.o. No.' OlVistoN D group CALCUL ATioN No. oPTloNAL TASK CooE PAGE E 12241 NP (T) 267 X9 REFERENCES (continued)
- 15. Joc - fqehf CD6N/42. To
- 16. Equipment Seismic Requirements - EMTP-10.16-0 dated 3/30/81.
- 17. Preparation of system design information required for pipe stress analysis e for Beaver Valley Power Station Unit No. 2, 2BVM-45, dated t/n/93
- 18. Seismic classification for structures, systems and component, 2BVM-ll6, ii dated #213/ e2 *
'2 19. Design and analysis for protection against piping system rupture, is EMTR-608-0, dated 7/29/77.
,, 20. ASME Boiler and Pressure Vessel Code,Section III,1980 Edition - For flange qualification method and stress intensification data.
- 21. NOT usto,
,, 22. NOT <>5ED .
to .
21
- 23. Design and erection tolerances for pipe supports, EMD-81-02 cated 11/12/81.
- a. 24. Preparation, Review and Control of Manual and Computerized Calculations -
as EMTP-8.26-0 dated 3/30/81.
- 25. Tube Turns, Welding Fittings / Flanges, Catalogue 311.
as 26. Specification for Excavation and Placement of Fill under Structures and as Final Backfilling/22/7saround 2BVS-928, dated 5 Structures - Beaver Valley Power Station Unit No. 2, so , and including all addenda up to addenda dated 4/22.16! *
" 27. J.M.W. Audibert and K.J. Nyman, " Coefficients of Subgrade Reaction for the Design of Buried Piping," Second ASCE Specialty Conference on 23 Structural Design of Nuclear Plant Facilities," Vol. I-A, pp. 109-141, 24 New Orleans,1975.
35 3, 28. Vendor Drawing
Reference:
EQUIPMENT NAME MARK NO. S & W MFG. FILE NO.
,, NIMARY C.C.W. KXC HAMGEts 2 Cd!-CllA,B,C 2004, 110 .002 . 0011 sa 2+" Morce cettATED vat se 2sws-Mov nas A,6,mo zoos .sso. 7sa . o,2 si
., 20' Bonten s valve (Or, vats dVJof) vvr -cos- A-3 goos. 390 . os9 . oa46
., 24" 80rTERTLY VM.ld (Y320 i f32I) vs# - otT- A - 3 Zoos. 390. OG9. 05It
., 4 ** VALv[ - V370 yor-ors-s 3 2oe s 3 to . o13 . ot s o
.. 6 Gaff VM it - V391 YG ar- 040 - A -3 2eoc , 3 ro , o 73. 02.7 E j
es 44
070:;I
- WEESTOR EN38f EERING CCRPORATION a sse ss CALCULATION SHEET f
CALOULATION IDENTIFICATlON NUMBER J. O. O R W.O. NQ. OlvlSION & GROUP 12241 CALCUL ATION NO. OPTIONAL TASK CODE NP ( T) 257 PAGE xe FLANGE OUALIFICATION
- REFERENCE NO 20 ,
REF.
FLANCE DATA 4
FLANGE LCCATIONS (POINT NDiBERS) 30. 3. 56, S7,ltz, //4 , //s . //9, /72, /73, /74 5 E17 7 PIPE CLASS TO WICH FLANGE IS ATTACHED /6/
IO FLANGE SIZE, TYPE, AND ANSI PRISSURE RATING 24# .WMe/80l8 Ef-3 DESIGN TDIPERATURE h F DESIGN PRESSURE I60 PSIG i0 FLANGE MATERIAL SA /Of G4%
6837 BOLT MAE RIAL SA /93 2.5 C = 29.5 IN. Ay = 17 796 ru,2 D, =_ 27.25
- IN.
I Sy = So KSI A. MAXDIUM ALL0tJABLE MOMENTS *
- 1. Normal and Uoset Conditions Sustained Sv Loading Mg ,, = 3125{T6 C Ab =
//3 928 12 Ft. Lbs.
Sust,ained ~ 6250 S
+ M fda CA3 Occasional = 36 = 2.27 Ft. Lbs.
Loading 12 4
- 2. Faulted Condition 1
. 11250 A 3
-WDg 2 p c/Sy g M,f, = -
Is __
G1 = _3 ES 33 9 Ft. tbs.
12 Sy = table yield strength 1-2 (ksi) of flange material at design temp. (from of appendix 1 of reference no. 1) Sy not to exceed 36 kai C
= diameter of flange bolt circle (in.)
A
, 3 = total (no. of bolts x cross sectional area of 1 bolt) cross sectional area of bolts taken at root of thread (in2)
P
= design pressure (psi)
D i
g = outside diameter of raised face of flange (in.)
i
- xt t ,er:::a :nsiut:muc ::epoxArroe -
CALCULATION SHEET 4 ..
I cAccut. Arion :ocurineArion suussa l
s.o.1n w.o. no. civistou r, ancup cAi. cut. Arion no.
- 1;;Li ;?f 7 ) 257 omTicnAt.TAsx
- o og -
ncr205 X9 FI.ANGE QUA1.IFICATION (Cont'd)
(TO SATISFY OBJECTIVE NO. 9) 3.
71 ante loadine Condittens N00E 177 Nor=al & Ueset (Sustai ed Icadise) na. s a.. u - -
}
Cendition W (Pt. I,bs . ) N (Pt. Os.) Me (?t. Ms. )
- m. . , -1134 l 90 o 4 l -1058 ass l 257 l 4467 E'$'U't7,4 msur.
-S547 366
- :er.a1 sus aznee l -
l-36430 (42,et. rate; x,, = -6313 M,, .-9Ii3 N:, = -330 2 i Ma.x:=.=n Torsional Mame: Mxa = '3'3 Ft. Ilsa.
'. - - se e. ,. w Mf s = ,j .w2 x, 2 Mfs = 34255 Ft. I.bs.
Are Mx and Mfs 6Mtsa ? Yes / No i
Ner:.a1 & Umset (Sustained
- Oeessiccal)-
5 ;crsica E0C010:03 I +4% (N. Lb3,i ie: . r mf (ft. .,cs . j # .4 g f* , Mg . ;
cas(wsw + susRTIA)l 2779 3:54 2733 osser ceenstenal l -
l (1) '"\/ esc .ocexsa a
l 2 ~/ 14-336 4 l 2 ~136 (2) em I 858 3362 5 g42.
(3) :tal ss ai ee * ! *xs " -'383 cm masca:*/ l'is * ~ 9H 3 l *:s = -33o 2/
6x (1) + (2) * (3) I xd = to 945 i lMyd = 15629 :M = 41596 I =d
>--- :: rs:.::aa ac=s:: Mxt * ' o ir
- es-Ma.x1=um 3endi=g Moment Mfd *
- M 2
- Med2 Mfd = M 436 Ft. us.
Are Mxd and MfdI Mfda? Yes V No 9
l
- Not to be less than Deadveight alone.
~
s so e u CALOULATION SHEET '
C ALOUL A T!ON 10EN TIFIC ATiON NUMBER J. C. O R W. O. N C. (
OlVISICN D GRCup 12241 OALOUL A TION NO. OPTICNAL TASK 000E PAG E 2C6 NP( T ) 257 x9 F1.A';CE OUALIFICATION (Cont'd)
(TO SATISn' 03JECTIVE NO 9)
NODE /77 Faulted Cenditten Torsion Benc:.ng Condition x (7: L'os ) {F7 (7: Lbs) lS.(ItLbs)
Ther=al tg 34 l - 90ctf. l . I g t4 5 osadveighe l 368 '
257 l 44&7 Swasm sim.smsar Other Sustained
- ;0taa .austaiseQ l-5547 l - 3cc l -34+3o (1) (Algeora:c) - 4 313
=
l - 9113 l -33808 55f(mw + imerm) l 6o92 l- 6226 5 #o6
~
Other Occasional l
} l (2) NSSII* + OCCAs' 5091 l 6224 Sios l
(3) SSEA 3682.
Total (Aosolute)
&424 lti6a9 (1) + (2) + (3)
M "15087
- 21 % 3 - F--e " 5 06 02, Maximum Torsional Moment Fg = 15067 ye n, Maxi =um 3ending Momen: Mgg = e f.zg2 j sfg2 Mgg - SS t r.3 re n.
Are M=g and Mgg C Mgga? Yes / No
' 1+Y MY@ I (o
_O l' 0 l
- /Mg '
u Mx i
FROM Visca t.
4= X N C *.
E vAMmAh4 , THE F't-A Ha t Ar ALL y.ac'.;is Ant NCOL 17 7 HAD ' TNd H IGH6C1" MosefMf5 , LCCAL AK15
- Not to be less than Deadweight alone.
.'l eee e eee e* *
,--%_,.-r-.y,,_--y---------,--,.,y-----._, .
_.-_m
O ATTACHMENT F
I b i
. . _ 1 Power POWER PIPING COMPANY Prpinq
.j o c., ses..
DO NO R A. PA.15033 ..
November 22, 1978
{ T Q. .*6 . 7 T. ( .*% ."-*
- O ll* .' " . m. b . ('. .?.
AC:'E SEC'" ION I::, DI'.".S:0N 1 i
DUQ:E3:.'E Llt7.C C::GK.~t' ,
y \. .c. .s ..,.. <u: . . .v.... .. .....v.
PJRC9ASE ORDER EB'/-5d J. O. NO. 122L1 PCWER PIPDG ALT 40RI?ATIO:' lio. i-ill.1 This is to certify that the piping fabrication s: ider.t ified telow:
ICO. 30. 110703
.vA?I. :;0. CCP-95-2 o
SHOP SEE.ET NO. 1107-095-10 RIV. NO. O SER!AL NO. N-1141-3482
- n f n-.: to the =a'.erial, tsbrication, asce=bly snd test re-quire er : of Stene i Webster Specificatian Nu=ber ~3*l-56, isted Oc'. +ar 31, if72, 2nd all revisian: and adde:.11 thereto
- : t .: A;u: ;,. 5, 1stel J'r e 24, 117d, for riu: 3 pir~nz s.
a*' --
ricion l'~'_, '.:! '.11 1.!ds h t -
POWER 2:F 2;G C '?A;.
'l. t BY: /_ ~ ._Q4_
/7 r 2.V~I: A ' -* _2. -[__
.; r.bu 'on-1 '4 . * ..
i - : . :.-
.
- v :p ..o e RECEIVED NOV 3 01978
) .
w v.uc.w Engmeenn; ce;outa A au m Revea
l ORM NPP 1 DATA REPORT FOR FABRICATED NUCLEAR PIPING SUBASSEMBLIES
- A4 Reqiured by the Primmons of the ASME Code Rides. Sei:oon Ill. Dev. I s.1141 .% 32
,,,,,,,,,,o,,,
Power Piping Company. Donora. PA 15033 ,,
- N 1141
,,,,,,,,,,a,,,,
Beaver Vaney Power Station. Unit 82 o,a,, s, 2BV 58. J O. No 12241 Duquesna Light Company, Pittsburgh, PA , g , , ,o, ,,, p,,,, Shippingport Borough PA
$ P.p.n, s.i,m hie ni. . .,oo M-='r WF. CoelW Mus MM E OW2/1107-095-10 m 11C .._....,..m. .. .
Stone & Webster Engineering Corp
... i >r...ne N.. ms.tav n; y, w p,,,,,,a 3,
- h. wion.i me rd N.. ht /A BOSTON. Massachusetts
. T he material. drugn. ...nstru.ii..n an.1 ..ekman hig ...rnpl.n mieh A%th ( ..le v re..n it ( Im _
t diin,n 197I %d tenda Daic Winter 1972 m,, s,, M/&
Acmarks M anuf a turen Data iteporn properts identiticd and ugned b Commiumined inspniors have been furnnhed t. ihe Mio. ne ..cm. a ino report
- s. 4 e... ..=..w..............
% p Hidn...t. rest By FiaW p.,
a Des nptson ne piping irnpereed
.., ~ . . - . . . . . . . . - . . ....... . . . .....
1 ye. - IS" std. ut. Sals. stl. Pipe, sa 106, Sr. B. Itan Es. 3, ,i d. .14 t.=4'-10 S/M"14. ,
L.C. Es. P 1098. Et. D L-62721 1 - 18" 1509 F.s. W/If Fla., IF std. Ut. Bees, sa 105, Itan me. 10 L.C. no. 3-3039, St. D BJEL 2 - 1s" std. we. smas. sei. o.a. ausM-ups (PE) P-782551 1 - 18" std. 5t. sala. sel. ButtunM (PE) 7-782551 1 - Task WeM Code Flasa gyfE: WeMiss Elastredes L.C. Es. E-44, E-47, E-50 R 6W.. 0 9 ,z O W B c - 3
$ @ L ,. - A Ln d gCot6 0 gw y@pu.e*
- nt.
- tar the easements made in thrt repi.rt are i.wres t and that she februdtsun of the de%iribed piping eonforyns with ihr requartments.d SECTION lit .d ihr d i 'll F R 4 \ll PE F ul'ag VhsF L ( ()pt
.,f ; . n ,,,
Power Piping Company 3, _
/*
'anuary 7.1990 .
N 1623
. ,
- t'" e _ te*.t.. .t . iin 4.s n n N e s TF OF % HOP IMPFCTION N 1141- 3442 :
I se .. n. e i t. e. . . .. .o . .. .e : e % .o.1 h. ra ..a tb.are 4ews Pen.ute b ewel Inspr. tors and ..e ene % iate .. l".+.* 6 anTFoRO Crw4 '
g n wsv tva~ia ,,, .. , . amoa0 s trau noittn imsycTioN seiN_sua ANCE C0waNY ,,e ,,,,,
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- 4 .rdanin e esih the appia abic Sub as inwit ol MF few4e % '=.n lll 14 ..taat*h...e * . ic e ne e nc .g . . . .e n.. c, p . r* - .t r* 4..s s atra mis espreurd ..e ernphed .unn erning the pip ng in i. 11,44 s e p. **
!...the + .re ie t
- e - - - e . ., % . c . i p e. .. r . . h . ii P.- .. . t..e e a m . . . ir ert I. .e a r$ ge es..n al ntu ts or prope n t da in ate . 8
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DONORA PA 15033 I JU ll- li ;!1. i + < t t.tPl.! ATI'l tt H A i.1 'd a Tis c. I I I ,1)[VISI(N 1 19 U 1.5..i. f.!(If f (I Mi%NY HFM'( \*Al.11?i UNIT NO. 2 Pf lu llA:W. DitTF.it 2BV-5 8 J. ). PC. 12241 lu.Elt P!PI'I. At'11101IZNTION NO. N-1141 3 :s is to certify that t he piping f abrication as iilent i fiewi below:
150. NO. LOl70h MAPN NO. WS-L7-2 10 L7-0L7-12 V Rf..PD. 3 SIO' SI(FET NO.
SERIAL NO. N-1141-5312 confonts to the nn t er tal . tabrtestton, assurbiy and test requi rmen t s o f St one i. Webs t e r Spec i f ica t ion Ntsrbe r 23W- M .
Revi sion 2. Add. 5. <!. :. il . hine 17 1932. for Class 2 piping and ASS. Sect ion !!!. Division 1 - 1971, and all addenda theret.: includi ng Wi nt er 1972.
I PG'ER PIPl?G G) i BY: ft(M )
em:dLw I,toPd
/
l Distrilxition:
1 - With Shipm nt 4 - Ducpe sne Li gi t inspec tor ,
RECEIVED DEC 211982
$40M & *s0Etti Erigineerig Corporm Decament llevas
FORM NPP.I DATA REPORT FOR FABRICATED NUCLEAR PIPING SUBASSEMBLIES
, ,,,,,,,,,g,,
Beaver Vaucy Power Station. Unit s2 g,a,, g, 7sW.58. J.O. No. 224I
- ,,,,,,,,,a,,,,
Duquesne Light Company. Pittsburgh, PA ,g,,,,,,,,p,,,
Shippingport Borough. PA
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1 - 4" X-Stg. Sals. C.S. Pipe, SA 106, Gr. B, Item #7, L.C. No. P-1235, Ht. ID L6h414, Lgth. = 0'-6" Lg.
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( ASME BOILER AND PRE 550RE VE55EL CODE ,N Oct. 29, 1982 Power Piping Cornpany ,,
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-ud-STONE & WEBSTER ENGINEERING CORPORATION FIELD CONSTRUCTION PROCEDURE FOR RECEIVED (GEROLLFi3.I un 14 e E585 0419 00 0.;L - '
s & W EmR CORD.
12241 HYDROSTATIC TESTING BEAVER VALLEY POWER STATION - 2 J.O. NO.12241 FCP- 216 Date 2/12/81 ,Page 1 of 20 Prepared by E. Mullins/J. Whitlatch Organization SWEC/SPC Change Number 1 / 2 / 3 / 4 / 5 / 6 /
Date 10/6/82 / 2/7/83 / 4/6/83 / 8/24/83 / 4/11/84 / 11/5/84 /
Change Number 7 / 8 /
Date 12/20/84 / 4/18/85 /
Overall Responsibility for Coordination Duquesne Light Company APPROVED FOR USE ,
Organization Signature Date SWEC - Construction - IM- 4 -/' D ~
SWEC - Engineering Iq 1#/ 3[21!ff say. .
l DLC - Const. Department Nuclear hjn '
kt,7N A.- 4 i lb83 DLC - Site Quality Control .
3 20[96'
/ i Site Contractors / -]
l Schneider Power Corporation m 8[
/ / /
NOTICE There shall be NO deviations to the instructions contained in this procedure. Modification, deletion, addition or any other change to these instructions shall only be implemented when authorized by distribution of an approved change to the procedure.
l
5; Equipment / Component Removal Record.
4.0 RESPONSIB .ITIES 4.1 The Contractor has the overall responsibility for assigning qualified test
.._ personnel in accordance with FCP-17.1 (Reference 2.2). He is also responsible for ensuring that testing is conducted in accordance with this procedure and the Engineering requirements (Reference 2.1).
, 4.2 The Contractors Preisiire~ Test Supervisor - is responsible for performance of pressure testing installed piping and preparation of the required documentation in accordance with this procedure and the Engineering Requirements. He is also responsible for establishing test boundaries, as identifed by DLC/SUG, obtaining water samples, when required, and ensuring that test requirements are satisfactorily performed to protect personnel and equipment. He is respcasible to
' CN-216-8 gensure the presence of the SWEC Engineering, SQC, DLC/SUG, and the
' ANI, as applicable.
4.3 Site Quality Control shall prepare inspection plans to verify compliance with this procedure and the Engineering requirements.
4.4 The Contractors Pressure Test Supervisor shan assure that cleanness is maintained on verified clean systems during preparation, restoration and pressure testing as required.
4.5 DLC/SUG shan be responsible for identifying test boundaries, scheduled time, posting safety clearances, witnessing pressure tests and verifying that cleanness has been maintained during pressure testing.
$N-216-8 4.6 SWEC Engineering sha'l witness an ASME HI System pressure testing. -
5.0 PREREQUISITES AND PRECAUTIONS
- 5.1
' Installed permanant plant equipment / components which are removed to facilitate pressure testing shall be controlled by FCP-302 (Reference 2.8) and FCP-208 (Reference 2.13) and, in addition, shall be itemized on the Equipment / Component Removal Record (Attachment 3.7). ,
5.2 The Contractors Pressure Test Supervisor shall conduct a task orientation to ensure that all testing personnel are familiar with the requirements of this procedure and the Engineering requirements.
5.3 Temporary equipment required shall be in accordance with FCP-14 (Reference 2.5).
5.4 The Contractors Pressure Testing Supervisor shall ensure that the test gages are calibrated before and after the test in accordance with FCP-501 (Reference 2.6).
5.5 When any gas other than air is used as the test medium, the following precautions apply:
5.5.1 Occupied areas are ventilated.
FCP-216 5.5.2 i Test personnel are acquainted with the hazards involved.
Paga5 CN-216-8 5.5.3 Entrance to confined or enclosed spaces shan be in accordance with FCP-12 (Reference 2.7).
l
- 6. The Contractors Pressure Test Supervisor signs his name and enters the date in the applicable space indicating that the test gages and relief. valves have been calibrated.
- 7. Entries in this section may be made by a representative of any organization specified in 9. Entries shall be signed and dated by the individual marking the entry.
- 8. Enter a check mark beside the applicable item. This entry signifies that the test was/was not satisfactory or Engineering evaluation or results .is required. Entries other than satisfactory require explanation in remarks.
- 9. The Contractors Pressure Test Supervisor will sign and date
' appropriate block indicating the pressure test has been performed to the required procedures and results are as stated on Pressure Test Results Form.
j 9.1
' Site Quality Control will sign and date the appropriate block indicating that all joints within the inspection boundaries have been inspected and results are as stated on Pressure Test Results Form.
9.2 The Authorized Nuclear Inspector (ANI) will sign and date appropriate block indicating code requirements have been met as stated on Pressure Test Results Form.
9.3 DLC/SUG will sign and date the applicable block to signify that the test results are as stated on Pressure Test Results Form.
SN-216-8 9.4 The SWEC Engineer shall sign all ASME III system pressure test reports indicating concurrence with results.
9.5 It will be the Pressure Test Supervisor's responsibility to obtain the signatures of SQC, DLC Start-up Group and the ANI, when applicable, in the "Ta.st Results Concurrence" block 9 on Part -
B of the Pressure Test Report Form.
SQC enters a check mark beside the applicable block, signs his name and enters the date in the applicable block after the test gage has been recalibrated. This recalibration shall be noted on the same Pressure Test Issue and use form (Para. 6.1.2). The test report shall be signed by all parties at the time of testing.
- 10. The Contractors Pressure Test Supervisor enters a check mark in the applicable space to indicate whether or not a Mechanical Leakage Record Sheet is required.
Part C 1. Site Quality Control enters signature and date verifying (when applicable) Cleanness has been maintained in accordance with FCP-201.
FCP-216 Page 11 Attachment 3.1 fiMrLilMLS
m.. o PRESSURE TEST REPORT TEST RESDT.TS Ow^r==saa>'ra=>oa== "o"===
') INITIAL CONDITIONS & 'PRDEQUISITES COMPLETE: TEST SUPERVISOR DATE -
I
) TESTING:
DATE PERFORMED hTESTPRESSURE: -
PRIMARY ACTUE COE2ECTED TIME STARTED SECONDARY ACTUAL CORRECTED TIME ENDED ACTUAL DURATIN hINSPECTIONPRESSURE:
PRIMARY ACTUE CORRECTED SECONDARY ACTUAL CORRECTED I j
hTESTGAGESANDRELIEPVALVESCALIBRATED: TEST SUPERVISOR D e _Si-In-- //
/ G::8 \
/- \CQ )
/ _
\\ m "/
hACCEPTANCECRITERIADURING TS &
SATISFACTORY i UNsATIsrActoRr P - ' SUPERVISOR f DATE
- DATE NEEDS ENGim
! T /
I - DATE ~
I4 DATE RICALIBRATION AFTER TEST j k ACCEPT _,_, REJECT
,6 ar-
/
c= t =re e-h CN
=o SQC
-8 hSWECENGINEERING DATE DATE
.a, 1 E ICAL LEAKAGE RECORD SEZET
\ PAh c / POST HYDRO 1 C' .
S MAINTAINED: SQC I' DATE 3
l SYSTEM LAYED-UP AS DIRECTED BY DIC/SUG:
REMARKS:
1 O DIC/SUG TEST SUPERVISOR DATE DATE TEST DOCUMENTATION COMPLETE:
j YES NO REMARKS:
l b SOC DATE FCP-216 ,
Page 14 ,'
Attachment 3.1 .
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ATTACHMENT K 1
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