Text

Rev 1 to M-98-0012, Leak Near RWV-129
	ML20217G383
Person / Time
Site:	Crystal River
Issue date:	03/25/1998
From:	Jopling D, Oates H, Reynolds R; FLORIDA POWER CORP.
To:	;
Shared Package
ML20217G380	List: 3F0398-23, Submits Rev 0 to Relief Request 98-001-RR,seeking NRC Approval for Evaluation Performed by Util on through-wall Flaw in Nuclear Services Seawater Sys.Rev 1 to Calculation M-98-0012, Leak Near RWV-129, Encl; ML20217G383;
References
	M-98-0012, M-98-0012-R01, M-98-12, M-98-12-R1, NUDOCS 9804020308
	Download: ML20217G383 (103)
	v • d • e

FLORIDA POWER CORPORATION CRYSTAL RIVER UNIT 3 DOCKET NUMBER 50-302/ LICENSE NUMBER DPR-72 ATTACHMENT B FPC CALCULATION M 98-0012, REVISION 1 i

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O2 l P PDR i

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y 1 Florida INTEROFFICE CORRESPONDENCE

(.. @ *'I 7 A.C XMTL.FRM Nuclear Engineering NT6D 3162 OHice MAC Telephone

SUBJECT:

Crystal River Unit 3 Quality Record Transmittal- Analysis / Calculation To. Records Management - NR2A The wilowing analysis / calculation package is submitted as the QA Record copy:

DOCNO (FPC DOCUMENT IDENTIFICATION NUMBER) REV SYSTEM (S) TOTAL PAGES TRANSM!TTED M-98-0012 01 RW TITLE Leak Near RWV-129 KWDS (IDENTIFY KEYWORDS FOR LATER RETRIEV AL)

Leak, GL, GL 90-05,90-05, Flaw, Pipina, Analysis, ME101 CXREF (REFERENCES CR FtLES UST PRIMARY FILE FIRST)

GL90-05 CS-97-026(ME101)

ENG6 VEND (VENDOR NAME) VENDOR DOCUMENT NUMBER (DXREF) SUPERSEDED DOCUMENTS (DXREF)

FPC NA NA RWV-129 l l l l l l l

l l l l COMMENTS (USAGE RESTRICTiCNS PROPRIETARY. ETC )

NOTE:

Use Tag number only for valid tag numbers (i e, RCV-8, SWV-34, DCH-99); otherwise, use Part number field (i.e ,

CSC14599, AC1459). If more space is required, write"See Attachment" and list on separate sheet.

*FOR RECORDS MANAGEMENT USE ONLY *

Quality RoCord Transmittal received and information enter 3d into SEEK.

Entered by: Date (Return copy of Quality Record Transmittal to NOE Support Specialist.)

~

DESIGN ENGINEER [E VERIFICATION ENGIF !SUPERVISOR. NUQl,E ENo DATE R.B. Reynolds 7 'g.jjy DAh H.B. O

///f[/ c 4dfg cc: Nuclear Pro ects (1 MAR /CGWR/PEERE . Calculation eview form Part !!I actions equir Oyes @ No Return to service Related) O Yes @ No {lf Yes, send copy of the form to Nuclear Regulatory Assurance and a supervisor, Config. Mgt. Info. copy of the Calculation to the Responsible Organization (s) identified in Mgr., Nucl. Operations Eng. (Originall w/ attach . Part (11 on the Calculation Review form.)

Rev.12/9 7

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" " " " * " CALCULATION REVIEW cxravma Page 1 of 2 I eau:uuron wosev.

l M 98-0012, Revision 01 PART I - DESIGN ASSUMPTION / INPUT REVIEW: APPLICABLE Yes @ No The following organizations have reviewed and concur with the design assumptions and inputs identified for this calculation:

Nuclear Plant Technical Support System Engr s.on.rw.<o.i.

Nuclear Plant Operations orgems, so=tw.<o.t.

Sqn.tw./o.t.

s,n. .e.i.

PARTll- RESULTS REVIEW: APPLICABLE Yes No The following organizations have reviewed and concur with the results of this calculation and understand the actions which the organizations must take to implement the results.

Nuclear Plant Technical Support System Engr s.oa.im.e.i.

l Nuclear Plant Operations s,n.tw.fo.e.

Nuclear Plant Maintenance Y NM Nuclear Licensed Operator Training O Yes @ N/A Manager, Site Nuclear Services Yes ***'****

@ N/A Sr. Radiation Protection Engineer Yes N/A Nuclear Plant EOP Group Yes N/A sen.twee.r. j OTHER:

sgn.tw.e.t.

flev.12/97 -

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CALCULATION REVIEW Page 2 of 2 CALCutATION NoJREV.

M-98-0012, Revision 01 PART lli - CONFIGURATION CONTROL: APPLICABLE Yes No The following is a list of Plant procedures / lesson plans /other documents and Nuclear Engineering calculations which require updating based on calculation results review:

Document Date Reauired Responsible Oraanization l

Upon completion, forward a copy to the Manager, Nuclear Regulatory Assurance Group for tracking of actions if cny items are identified in Part ll1. If calculations are listed, a copy shall be sent to the original file and the c:lculation log updated to reflect this impact.

PART IV - NUCLEAR ENGINEERING DOCUMENTATION REVIEW The responsible Design Engineer must thoroughly review the below listed documents to assess if the calculation requires revision to these documents. If "Yes," the change authorizations must be listed below and issued concurrently with the calculation.

Enhanced Design Basis Document O ves 2 No(Tcsi Vendor Qualification Package fv0P

FSAR O ves O No (L*"* Topical Design Basis Doc. O ves S NoITcs)

Improved Tech. Specification O ves @ No 8L*"**) E/SOFM O ves B Nottcs>

Improved Tech. Spec. Bases O ves 2 No IL*"**> Other Documents reviewed:

Config. Mgmt. Info. System O ves 2 No (cioP O ves O No (CHANGE DOC. REFERENCE)

Anslysis Basis Document O ves B No rrc'i O ves O No (CHANCE DOC. HEFE8IENCE Dssign Basis Document O ves 2 No rrc O ves O No ICHANGE DOC. REFERENCE 1 Appendix R Fire Study O ves E No ITC O ves O No ICHANGE DOC REFERENCE)

Firs Hazardous Analysis O ves 2 No iTc O ves O No (CHANGE DOC. REFERENCE)

NFPA Code Conformance Document O ves E No (Test O ves O No ICHANGE DOC REFER (NCEI PART V - PLANT REVIEWS / APPROVALS FOR INSTRUMENT SETPOINT CHANGE PRC/DNPO approvalis required if a setpoint is to be physically changed in the plant through the NEP 213 process.

PRC Review Required Yes No PRC Chairman /Date DNPO Review Required O Yes E No DNPO /Date DE SIGN Nr N / Dart D4 SIGN ENGINEER . PRINT Eo NAME

~

Ol$f I V 4 Rev.12/97 /

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g CALCULATION VERIFICATION REPORT Crystal River Unit 3 CALVERRPfRM Page 1 of 1 CALCULATION NUM8ER M 98-0012, Revision 01 PaOscimrLE Leak Near RWV-129 YES NO N/A *

1. O O Are inputs, including codes, standards, regulatory requirements, procedures, data, and Engineering methodology correctly selected and applied?

2. O O Have assumptions been identified? Are they reasonable and justified? (See NEP 101, V.c, for discussion on references).

3. O O Are references properly identified, correct, and complete? (See NEP 101, V.c., for discussion on assumptions and justification.)

4. C .O Have applicable construction and operating experiences been considered?

5. O O was an appropriate Design Analysis / Calculation method used?

6. O O y in cases where computer software was used, has the program been verified or reverified in accordance with NEP 135 for safety related design applications and/or are inputs, formulas, and outputs associated with spreadsheets accurate?

7. O O is the output reasonable compared to inputs?

8. O O K Has technical design information provided via letter, REA, IOC or te; econ by other disciplines or programs been verified by that discipline or program?

9. O O k Has technical design information provided via letter or telecon from an external Engineer Organization or vendor been confirmed and accepted by FPC?

10. O O Do the calculation results indicate a non-conforming condition exists? If "Yes,"

immediately notify the responsible Supervisor.

11. O % 0 Do the results require a change to other Engineering documents? If "Yes," have documents been identified for revision on the Calculation Review Form?

I have performed a verification on the subject calculation package and find the results acceptable.

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jM........... ANALYSIS / CALCULATION AesUuiRu

SUMMARY

DISCIPurit CONTROL NO. REVISION LEVEL DOCUMENT IDENTIFICATION NUMBER M 98-0012 01 i mLE I CLA$5WICATION (CHECK oNE1 j Leck Near RWV-129 @ Safety Related O Non Safety Related MAA/SP/CGWR,PEERE NUMBER NA VENDOR DOCUMENT NUMBER NA APPROVAL PRINTED

, , SIGNATUl}ES NAME D: sign Engineer ((((g,p((

ra u .-

R. B. Reynolds fra Date _

fy2 pg V:rlfication Engineer ,jkCyh J. ^.:.... o.4.Jcrea/[

D:te f3-hf[

Supervisor g/-/((j g H. B. Oates D:te [-f[g[pf/

IrEMS REvtSED Sheet 5 of 8, Second Paragraph. First Sentence, Ref. 3 was corrected to Ref. 6.

PURPOSE SUMMARf Evaluate the through well flaw in the RW pipe near RWV-129 using Generic Letter 90-05.

F.ESULTS $UMMAny i

Tha "through-wall

flaw evaluated under the guidelines of Generic Letter 90-05 is acceptable. )

1 I

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M-98-0012, Rev. 00 Sheet 2 of 8 Section l'-

Purpose:

The purpose of this calculation is to evaluate the through wall flaw in the raw water pipe upstream of RWV-129. The pipe is 1-1/2" Sch. 40 stainless steel (ASTM A-

+

'312 seamless Type 316L) in accordance with Line Spec 150-7 per RO-2891. The.

evaluation will cover USAS B31.1 Code compliance as well as a flaw evaluation per Generic Letter 90-05. The system is ASME Section XI Class 3 and is a moderate energy line.

Section 11 - Results/

Conclusion:

l The piping stresses and reinforcement are within USAS B31.1 Code allowables. !

Also, the flaw wae characterized and evaluated in accordance with Generic Letter i 90-05 and four o w be in compliance with the GL for a "through-wall flaw". I Section ill - Design inputs:

1. The pipe is 1-1/2" Sch 40 per Ref.1.

2. The material is stainless steel ASTM A-312, Tp 316L per Ref. 2.

3. The original Code for this system is USAS B31.1,1967 per Ref. 2.

4. The design pressure and temperature for the RW system is 100 PSI and 150 degrees F per Ref. 2.

5. Nuclear Quality Control UT Thickness Report NDE #98-0032 (Attachment A) is used to determine the pipe 'e W thidness around the hole.

[ 6. The guidelines setforth in den Mter 90-05, Ref. 3, for a "Through-Wall Flaw" approach will be used te +.aluate the pipe.

7. The seismic accelerations used in the piping stress report (Attachment B) are taken from Ref. 7, Auxiliary Building, Elevation 95', Figure 22.

- 8. The ASME Code Class is 3, Ref. 5.

I 9.' The stress allowable at 150 degrees F is 16,875 PSI per Ref 4.

M-98-0012 Rev. 00 Sheet 3 of 8 Section IV - Assumptions:

None that have to be verified.

Section V -

References:

1. Livsey Isometric Drawing CR3-P 6128-RW, Rev. 5.

2. RO-2891, Rev.18, Line Spec.150-7.

3. Generic Letter 90-05 " Guidance for Performing Temporary Non-Code Repair of ASME Code Class 1,2, and 3 Piping", dated June 15,1990 and follow-up NRC memorandum dated Aug. 16,1990.

4. ASA B31 Code Case N-7 "Austenitic Steels for Aqueous-Type Nuclear Power Plant Piping".

5. Dwg. 302-611, Sheet 2, Rev.1.

6. ASME B31.1,1967 Edition.

7. Environmental and Seismic Qualification Program Manual, Rev. 9

8. Nuclear Quality Control NDE Report 98-0032 dated 3/3/98.

The following References were used in the Piping Stress Report:

9. Raw Water Isometric Drawing, CR3-P-6129-RW, Rev. 4.

10. Valve Dwg. FP10-30112GLS-(3), Rev.1,1-1/2"-150# SS Y-Type Check Valve.

11. Valve Dwg. B-40407, Sheet 3, Rev.17,1 1/2" Gate Valve.

12. Hanger Dwg. RWH-108, Rev.1.

13. Hanger Dwg. RWH-109, Rev.1,

14. Hanger Dwg. RWH 110, Rev.1.

15. Hanger Dwg. RWH-111, Rev.1.

16. Hanger Dwg. RWH 120, Rev.1.

M 98-0012 Rev. 00

. Sheet 4 of 8 Section VI - Calculations:

A. . Flaw characterization based on Design input #5.

. As taken from Detail "A" of NDE Report #98-0032, the' flaw characterization '

is shown below. There is an area about .3" x .25" where a back reflection - .

could not be found, therefore no measurement could be determined. As noted, the UT thickness in all cases outside this area, and randon areas around the pipe shows the measured wall thickness to be greater than the nominal wall thickness (.145") of a 1-1/2" Sch. 40 pipe.

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l M-98-0012, Rev. 01 Sheet 5 of 8 B. Code Evaluation.-

Pipe Stresses:

The stress evaluation in the piping assembly is contained in Attachment B of this document. The calculated stresses in the piping assembly are within USAS B31.1 Code allowables.

'l Check Reinforcement, Ref. 6, Paragraph 104.1.2. For conservatism, the flaw is assumed to. be a 3/8" diameter hole through the pipe wall using the nominal wall thickness (t) of .145". The nominal thickness is being used since the UT measurements provide evidence that the wall thickness is greater than the nominal thickness for those areas measured. The following geometry will be evaluated.

4 A-Y bid k l t h

>< )

d I QSt

-d 2 =b a.g- Do

- } P/M' -

p

~ t:: p

1. Minimum Wall Thickness, Paragraph 104.1.2.

tm = {P (D ) / 2 (SE + Py)} + A P = 100 PSI (DI #4)

D = 1.9" for 1-1/2" pipe S = 16,875. PSI (DI #9)

E = 1.0 for seamless pipe y = 0.4 A = 0.0 for stainless steel j

tm = 100 (1.9) / 2 [(16,875)(1.0) + (100)(0.4)] + 0.0 tm = .006"

2. Area of Required Reinforcement:

A" = d (tm) i =

.375" (.006") = .0023 sq.in.

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M-98-0012, Rev. 00 Sheet 6 of 8 ~

3. Area of integral Available Reinforcement:

A^ = (2 d 2 -di )(t-tm) d2 = > of d i OR Te + Tn + d i /2 di = .375" Te = .14 5 "

Tn = 0.0" d2= > of .375" OR .145" + 0.0 + .375/2 = .333" d2 = .333" t = .145" tm = .006" A' = (2(.333") .375]( .145" .006"] = .0404 sq.in.

A A = .0404 sq.in. > A" = .0023 sq.in. THEREFORE IS ACCEPTABLE C. Generic Letter 90 05 Flaw Evaluation:

The flaw is located in an ASME Section XI Code Class 3 moderate energy system. The "through-wall flaw" approach will be used.

As stated above, the flaw is assumed to be a .375" through hole in the 1-1/2" Sch. 40 pipe. Therefore, .375" will be used as length "2a". The UT thickness reading shows the wall thickness to be greater than the nominal wall thickness outside the flaw characterization size.

"2a" must be < 3 inches or 15% of the length of the pipe circumference.

Circumference = pi ( D. ) where Do 1.9" Circumference = 3.1416 ( 1.9" ) = 5.97

15% of 5.97" = .90" l 2a = .375" and is < 3" and < 0.90", THEREFORE IS ACCEPTABLE

8 M-98-0012, Rev. 00 Sheet 7 of 8

, The stress at the flaw (Node 180)is documented on Page 72 of Attachment B. It is based on a combination of deadweight, pressure, and safe-shutdown earthquake (SSE) loadings. The design temperature is less than 150_ degrees-F, therefore thermal stresses are not considered to be a factor. The stress at Node 180 is 495 PSI, therefore .5 kai will be used for stress "s".

Stress intensity Factor "K" (ksiVin):

K = 1.4 (s) (F)[3.1416 (a)] 5 where the geometry' factor "F" is F = .1 + A(c)' + B(c)2.s + C(c)

and; c = a / 3.1416R where a = 1/2(2a) = .1875" R = mean pipe radius

= (1.9" + 1.61") / 4

=.88" c = .1875"/ 3.1416(.88")

c =.068 c' 5 = .01773 c2.s = .00121 c3 '5 =.00008 2

A = -3.26543 + 1.52784(r) - 0.072698(r ) + .0016011(r')

2 3 B = 11.36322 - 3.91412(r) + 0.18619(r ) - 0.004099(r )

2 a C = -3.18609 + 3.84763(r) - 0.18304(r ) + 0.00403(r )

- r = R / tm = .88" / .006" r = 147 2

r = 21609' r8 = 3,176,523 I

- M-98-0012, Rev. 00 -

Sheet 8 of 8 Factors A, B, and C:

A = -3.26543_+ 1.52784(147) - O.072698(21,'609) + .0016011(3,176,523)

. A = 3.26543 + 225 - 1571 + 5086 A = + 3737-B = 11.36322 - 3.91412(147) + 0.18619(21,609) .0.004099(3,176,523)

B = 11.36322 - 575 + 4023 - 13021 B = -9562 C' = -3,18609 + 3.84763(147) - 0.18304(21,609)'+ 0.00403(3,176,523)

C '= -3.18609 + 566 - 3955 + 12,801

' C = + 9409 Geometry Factor "F":

F = 1 + 3737(.01773) + (-9562)(.00121) + 9409(.00008)

F '= 1 + 66 - 12 + 1 F = 56 Stress Intensity Factor "K":

K = 1.4(0.5)(56)((3.1416)(.1875)]

K = 30 kslVin From GL 90-05, for austenitic stainless steel, the valve of "K" should be less than 135 ksiVin.

Calculated K = 30 ksiVin < 135 ksiVin FLAW IS ACCEPTABLE USING THE "THROUGH-WALL" CRITERIA OF GL 90-05 FOR MODERATE ENERGY CODE CLASS 3 PlPE.

, Section Vil- Attachments:

L A'. Nuclear Quality Control NDE Report #98-0032,2 Pages.

B. Stress Report for 1-1/2" Pipe " Leak Near RWV-129",'76 Pages.

C. Partial Drawing 304-613, Sht. 3, Rev. 8 Plan View of Pumps (Information Only), Page 1.

D. Partial Drawing 302-611, Sht 2, Rev.1. Flow Diag. (Information Only),1 Page.

E. Partial" Drawing CR3-P-6128-RW, Rev. 5. Isometric (Information Only),1

.Page.

F. Design Analysis / Calculation, Piping Analysis Checklist,6 Pages.

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Owc ; M 88-oc q , Ryg.o Art: A S T. 1 op Z

., Florida ULTRASONIC THICKNESS NDE Report No. 98-0032 ;

i*8 .i! Power REPORT WR Nurnber 352643

, co m a no. Nuclear Quality Control Date 3/3/98 Page 1 of 2 INSTRUMENTlYPE SERIAL NUMBER Call 8 RATION DUE Panametrics 26DL+ / USK 7D 97382401 /3538 4/28/1998 / 6/3/98 )

TRANSOUCER TYPE SERIAL NUMBER FREQUENCY DIAMETER Panametrics D795 / KBA Gamma 59732 / 005T78 5.0 MHz / 5.0 MHz 0.20" / .25" COUPLANT TYPE BATCH NUMBER Ultragel !! 96225D CALIBRATION BLOCK SERIAL NUMBER Panametrics 303 Stainless Steel Calibration Block 2109E MICROMETER TYPE SERIAL NUMBER CALIBRATION DUE N/A N/A N/A PROCEDURE NUMBER REV. STEP UT N01 2 All MATERIAL TYPE NOMINAL THICKNESS VELOCITY Stainless Steel .145" .2268 in/us / 243.1 in/ms PLANI LOCATION COMPONENT OR PART 1.D.

95' Seawater Room Upstream 6* of Pipe from RWV-129 SURFACE CONDITION SURFACE TEMPERATURE TI-2897 5/27s96 As Forged / As Welded 78.1

Comp. / 74.1' Cal Bik. TI-3140 S/17/98 SKETCH See Attached Sketch for Thickness Readings and Leak Location.

l COMMENTS

{

Sized the leak area to be approximately .3" x .25" located .35" upstream of the weld to RWV-129. I Obstructed areas due to a pipe support. Performed a 100% scan on all accessable areas with the USK 7D for about 6" between the upstream collar (sock-o-let) and R\W-129 and found no other pitted areas.

UT thichness readings were taken with a grid size of approximately 1" as shown on the attached sketch.

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DESIGN ANALYSIS / CALCULATION Crystal River Unit 3 ces4.c.rau Attachment F Page 1 of 6 DOCUMENT 10(NTIFICAT10N NO M 98-0012 REV!SION .
0 Piping Analysis Checklist per Mechanical / Structural Design Guide MDG 1 Rev.1
" Piping Analysis Design Guide" Verifier: . / $ f(f D. C. Beechwood APPLICABLE DRAWINGS NO COFS
~~1. Have the latest revisions been used as a source of input for the analysis? [ _,~~
~~MODELING~~
~~1. Is the system configuration as analyzed '~~
representative of the layout depicted by 2.
the latest available information? [ ~
Has acceptable modeling theory been utilized?
~~3. Is the size of the piping input correctly? / _~~
~~4 Is the weight of the piping in each type of analysis input correctly? ! .~~
~~5. Is insulation required for the piping? /~~
~~6. Is the weight of the insulation considered in the analysis? b/N~~
~~7. Do valve models adequately represent rigid-ity, contents, CC locations, and weights? /~~
~~8. Where decoupling practices are employed, are appropriate modeling methods used? f4~~
~~9. In cases where an overlapping modeling technique is applied, does the method utilized comply with acceptable pro-cedures?~~
~~10. Are representative stiffness values M4 used for supports and equipment? /~~
~~11. Have expansion joints been modeled properly?~~
~~DESIGN INTERFACE REQUIREMENTS Have the following conditions been considered correctly?~~
~~1. Equipment connections?~~
~~2. Tees 3.~~
/
Branch connections Adh 4 Valves 5.
/
Flanges /
6 .' Penetrations E
s, (kv )i""*""M.DESIGN ANALYSIS / CALCULATION Crystal River Unit 3 cesa c rau Attachment F Page 7 of 6 DOCUMENT IDENTIFICAfl0N No.
M 98-0012 0
YES NO CO N T STRESS INTINSIFICATION FACTORS Are the following encountered, and if so, are the appropriate values used in the adalysis?
~~1. Branch connections N//4~~
~~2. IM: connections M~~
~~3. Tees /~~
~~4 Reducers N/4~~
~~5. Elbows /~~
~~6. Flanges /~~
~~7. Nozzles AI/A _ I~~
~~8. Welded attachments "~~
~~M/A-~~
~~9. Penetrations M~~
OTHIR DESIGN CONDITIONS l
Are the following correctly selected and incorporated? ,,_
i'
~~1. Pressure ! ~~~
~~2. Temperature /~~
~~3. Young's Modulus of Elasticity /.~~
~~4 Poisson's Ratio /~~
~~5. Coefficient of Thermal Expansion~~
~~6. Material Allowable Stresses /~~
LOADING CONDITIONS l
RUN NO. DATE 1 Deadweight 3-(4[c /
2.
3.
Thermal OBE
{g 3, 4-T%' /
h
~~4. SSE 2,-4 T% /~~
~~5. Seismic Anchor Move =ent '~~
~~M/4~~
~~6. Steam / Vater Ha=mer M/A-~~
~~7. Pool Swell uf 8.~~
~~SRVD (NLAZ-BWR only)~~
~~9. Safety / Relief Valve 10,. Pipe Rupture ,~~
~~11. Jet Impingement~~
'12.
Other i-a
'b/ """'""
)M DESIGN ANALYSIS / CALCULATION Crystal River Unit 3 cesA.c.rau Attachment F Page 3 of 6 OOCUMENT IDENTIFICAflCN NO.
REVISION
, M 98-0012 0 YES NO, COMMENT STATIC ANALYSIS
~~1. Do the component weights used in the~~
, analysis agree with the latest applic-2.
able information and/or design spec 7 Were the pipe supports and restraints
/
modeled properly in accordance with each type of condition analyzed? '
3. Is the method used to calculate boundary displacements considered adequate? JMN 4 Are the boundary displacements reasonable and were they input correctly? -
~~M/A~~
~~5. Were considerations for various modes of thermal operation within the subsystem as well as any interface with other subsys- '~~
~~tems included as part of the analysis? g/c j~~
~~6. If the answer to 2.3.7.5 was "No", should there have been? NN~~
~~7. Have pipe rupture restraint and tube sup-port weights been considered where applie- '~~
~~able?~~
~~8. Has the pressure thrust across expansion joints been considered where applicable?~~
~~9. Have wind loadings been considered? M/M i~~~
~~DYNAMIC ANALYSIS~~
~~1. Were the pipe supports and restraints modeled properly? /~~
~~/ ,~~
~~2. Is application of the response spectrum curves utilized considered appropriate?~~
~~3. Were the spectral curves input properly? /~~
~~4. If multiple support option is used, are supports located in the correct zones? NN~~
~~5. Have all modes up to where the spectral acceleration flattens out to a base level been included in the response /~~
~~calculations? /~~
~~6. Does selection of the master node degress of freedom ensure adequate~~
~~- ,g representation of dynamic behavior? IV/g IP~~
~~7. Are the master nodes input properly? M/d i~~
I (y~, D DESIGN ANALYSIS / CALCULATION D """'"" Crystal River Unit 3 CesA-cau Attachment F Page h of 6 COCUMENT IDENTIFICAflON NO.
REVISION M 98-0012
.o TES NO COMMENT
~~8. Are this values specified as additional -~~
~~masses representative of the weight of the component to which they apply? / .~~
~~9. Is a seismic anchor movement (S.A.M.)~~
analysis required? v 7
. 10. Does the S.A.M. analysis method utilized conform to an acceptable practice? N/d
~~11. Are the displacements for the S.A.M.~~
~~analysis correctly selected and input? M/$~~
~~12. Is an analysis for occasional loads other -~~
~~than earthquake and S.A.M. required? .~~
~~13. Were the calculated unbalanced loadings associated with 2.3.8.12 determined by an appropriate method? - N~~
~~14. Is.the analysis identified by 2.3.8.12 performed properly?~~
OUTPUT
(. .
~~1. Were correct scaling factors used?~~
~~2. Are pipe stresses within'the allowables (see 2.7)7~~
~~3. Where the overlapping acdeling technique is applied, are the governing stresses for comparison against the allowables -~~
~~appropriately identified? Nh 4 Are pipe displacements reasonable? /~~
~~5. Are nossle loads within the allowables (see 2.10)?' NN~~
~~6. Are valve acceleraitons within the allow-7.~~
ables (see 2.8)?
Are penetration loadings within the
/
allowables (see 2.9)7
~~8. Are flange stresses within the allowables? [~~
~~9. Do pipe movements cause interferences with sleeves, penetrations, etc.? N!d~~
~~10. Has a functional capability evaluation /~~
~~been performed? /~~
~~11. Have pipe rupture stresses been checked ;. .,~~
per applicable criteria? (i.e. HELB)
~
( )D
(./ " " * " " "
DESIGN ANALYSIS / CALCULATION Crystal River Unit 3 l cestenu Attachment F I Page f of 6 DOCUMENT 10ENTW6 CATION NC REVISION M 98 0012 0 1
YES NO COMMENT SUPPORTS AND RESTRAINTS i
~~1. Are the locations of supports and restraints j input in the analysis as indiciated on the 2.~~
isometries? [ k Are the design loads and pipe movements ]
correctly recorded on the support load summary sheets? j
~~3. Were the design loadings for supports {~~
~~affected by overlapping modeling techniquis j determined by an acceptable procedure? l~~
~~4. Are the support loads properly combined -~~
~~for design purposes?~~
~~5. Has the support design review been~~
~~completed and is the status determination .~~
for any associated comments concurred with?
i COMPUTER APPLICATIONS 1 Were production computer programs used for design / analysis purposes?, .
~~2. Are programs used applicable to particular {~~
~~problem being solved?'.~~
~~3. Are the programs certified in accordance with the applicable requirements?~~
4 .' If a non-certified computer program was -
used, has it been considered for verifi-cation as part of the calculation?
i l
rmg h jM
'd " " " " ' "
DESIGN ANALYSIS / CALCULATION Crystal River Unit 3 etSA C FfW Attachment F Page 6 of 6 000VMENf lCENTiACATION NC "E V'S'C N M 98 0012 0
i.
Applicable No. 1 Question or Docman:
CCteCCC j
htu A& "$.' ' '
RWhl \10 hl0bE? 120 TC l dX hl0W )8d iMRIT $L 'b'/t l hl4 d4Trie5 7>/r Feetb Sabirtw, 8vr rn'rbefrwstou Fbm
}
TW ILo I% 2.'l2!. $.0Pr IM4neN I5, Il THIN h 7 Blat &VCE w Conke%I47W(7 SSI.I blLcWMLC OE%M 0%Et>N Wl 2 #6 w Rar, R4nra 7m> danne bsms rem Go,(wo7 I g,-
1 1
V STATUS: 1 - L1::la or no s13:15icanc effec: on analysis.
2 - Reanalysis not required at this cine. Incorporace changes vi:h future reanalysis.
3 - Reanalysis required.
a
FLORIDA POWER CORPORATION CRYSTAL RIVER UNIT 3 DOCKET NUMBER 50-302/ LICENSE NUMBER DPR-72 ATTACHMENT C ULTRASONIC THICKNESS REPORT (Non-Destructive Examination Report No. 98-0033)
L_______.________________ .
Avv$c.nnsu r 2.
se-cos 42 Florida ULTRASONIC THICKNESS NDE Report No. 98-0033 i
i Power co-ouno REPORT Nuclear Quality Control WR Number Date 352834 3/9/98 Page 1 of 3 INSTRUMENT TYPE SERIAL NUMBER CAllBRATION DUE ,
Panametrics 26DL+ / USK 70 92089441 /3538 7/02/98 / 6/3/98 SERIAL NUMBER FREQUENCY DIAMETER TRANSDUCER TYPE Panametrics D795 / KBA Gamma 59732 / 005T78 5.0 MHz / 5.0 MHz 0.20" / .25" COUPLANT TYPE BATCH NUMBER Ultragel 11 96225D {
~
CAllBRATION BLOCK (.050" toI3") SERIAL NUMBER Panametrics 303 Stainless Steel Calibration Block 2109E MICROMETER TYPE SERIAL NUMBER CAllBRATION DUE N/A N/A N/A PROCEDURE NUMBER REV. STEP UT-N01 2 All NOMINAL THICKNESS VELOCITY !
MATERIAL TYPE Stainless Steel .145" .2268 in/us / 237.5 in/ms PLANT LOCATION COMPONENT OR PART 1.D.
95' Seawater Room 5 locations of RW 1%"line Chosen by Engir;eering SURFACE TEMPERATURE Ti-2582 6/23/98 SURFACE CONDITION As Forged / As Welded 77.5* Comp. / 76.1" Cal Blk. TI-2245 7/22/98 SKETCH See Attached Sketches for UT Thickness data and Minimum Wall Violation Mapping l
l l
1 f
COMMENTS Performed 100% UT scans on the selected 5 areas and recorded the thicknesses on a 1" Grid pattern.
Location #3 has 1 pit-like indication of approximately .15" diameter with a remaining wall of .122". The surrounding thicknesses are approximately .152". This area is located .2" US of the toe of the US weld i l
on RWV-131, and approximately .6" ccw w/ flow from the TDC.
I A ./
INSPECTED BY SNT LEVEL DATE Dustin Irlbeck /
INSPECTED BY
{/ /
v Il SNT LEVEL DATE 3/9/98 Richard Dunaway [] jdmeo ll 3/9/98
- EL DATE REVIEWED BY
&' f SN4T sh,/w
~~u. .~~
ALQf BrAca1#9&C033 h>&er 2 of 3
}
l
, , i 4
i
_J 3
k N8*
\
~
,y q ~#d-
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- 1
~~,, t' ...~~
. wh ....=
i1 e j
% ~%
i, .
4N k ,
I NMA%wa 98@33 h4C 2 W 3 l Raw Water Ultrasonic Thickness readings for WR # 352834 l
B M .1 A B C D E F 1" Grids starting DS of flange 1 0.145 0.145 0.142 0.145 0.146 0.148 DS of RWV-129. ST MI 2 0.142 0.142 0.142 0.142 0.142 0.141 f 1// gd, 3 0.142 0.143 0.141 0.141 0.141 0.144 g 4
5 0.143 0.146 0.142 0.144 0.141 0.144 0.146 0.144 0.144 0.145 0.145 0.143 {I O Qy - -
RW#2 ~
A B C D E F 1" Grids starting DS of elbow 1 0.147 0.146 0.145 0.144 0.146 0.144 DS of RWV-129.
0.142 0.141 0.143 0.142 0.146 0.142 2
3 0.148 0.141 0.155 0.142 0.143 0.142 A/ A7 4 0.143 0.140 0.142 0.143 0.142 0.143 fj 5 0.144 0.143 0.143 0.142 0.142 0.142 6 0.143 0.141 0.143 0.144 0.142 0.142 7 0.144 0.144 0.142 0.142 0.145 0.143 RW#3
'A B C D E F 1" Grids starting US of M
1 0.155 0.160 0.158 0.163 0.163 0.154 RWV-131.
2 0.152 0.153 0.157 0.159 0.156 0.152 N
g/ Af ,
3 0.153 0.155 0.158 0.159 0.157 0.153 .
4 0.152 0.154 0.159 0.159 0.155 0.150 3 5 0.152 0.155 0.160 0.158 0.155 0.154 C.
"h RW#4 A B C D E F 1" Grids starting DS of tee 1 0.160 0.153 0.151 0.154 0.158 0.160 DS of RWV-142, T 2 0.158 0.150 0.150 0.155 0.157 0.159 3 0.157 0.149 0.150 0.152 0.157 0.159 _, 8 /f , _,,,
~~4 0.156 0.150 0.152 0.165 0.157 0.162 g 5 0.159 0.150 0.152 0.154 0.157 0.161 6 0.159 0.153 0.154 0.154 0.159 0.158 _ ,~~
C RW#5 a#N A B C D E F 1" Grids starting 6" DS of '
1 0.159 0.159 0.153 0.153 0.150 0.157 tee US of RWV 1 0.160 0.158 0.153 0.160 0.152 0.157 2
3 ~
0.159 0.156 0.154 0.153 0.152 0.155 4 0.161 0.156 0.156 0.150 0.154 0.157 f 3 j-5 0.162 0.157 0.151 0.149 0.153 0.156 T 6 0.160 0.156 0.151 0.150 0.152 0.155 1 6" 7 0.160 0.157 0.154 0.150 -0.155 0.156 .g g Af f .1 1
- Al
/
1 x h
____________________d
l U.S. Nuclear Regulatory Commission Attachment D 3F0398-23 Page 1 of1 ATTACHMENT D 1
List of Regulatory Commitments The following table identifies those actions committed to by Florida Power Corporation in this document. Any other actions discussed in the submittal represent intended 'or planned actions by Florida Power Corporation. They are described to the NRC for the NRC's information and are not regulatory commitments. Please notify the Manager, Nuclear Licensing, of any questions regarding this document or any associated regulatory commitments.
l ID Number Commitment Commitment Date 3F0398-23 FPC has developed a repair plan and has April 3,1998 scheduled the code repair.
4 4 i
h 6 e

ML20217G383

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SUBJECT:

SUMMARY

Purpose:

Conclusion:

References:

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ML20217G383

Text

SUBJECT:

SUMMARY

Purpose:

Conclusion:

References:

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