"TVA Watts Bar Nuclear Plant Auxiliary Feedwater Sys ...

I-. .. t

TENNESSEE VALLEY AUTHORITYWATTS BAR NUCLEAR PLANTAUXILIARY FEEDWATER SYSTEM

INDEPENDENT REVIEW

SUPPLEMENTARY REPORT

B&V PROJECT NO. 10520

Issued: February 7, 1984

TVA CONTRACT NO. TV-60052A

~BI~k& eatcriEnoieersArciote ts

6402160294 840207PDR ADOCK 05000390 IA . PDR AA

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THE ATTACHED FILES ARE OFFICIAL RECORDS OF THEDIVISION OF DOCUMENT CONTROL, THEY HAVE BEENCHARGED TO YOU FOR A LIMITED TIME PERIOD ANDMUST BE RETURNED TO THE RECORDS FACILITYBRANCH 016. PLEASE DO NOT SEND DOCUMENTSCHARGED OUTTHROgUGH THE MAIL., REMOVAL OF ANYPAGE(S) FROM, DOCUMENT FOR REPRODUCTION MUSTBE REFERRED TO FILE PERSONNEL.

DEADLINE RETURN DATE __________________________________________

C./

RECORDS FACILITY BRANCF r

TENNESSEE VALLEY AUTHORITYWATTS BAR NUCLEAR PLANT

AUXILIARY FEEDWATER SYSTEMIND)EPENDJENT REVIEW


TABLE OF CONTENTS

Section

- - INTRODUCTION

1.0 EXECUTIVE SUMMARY

2.0 METHODOLOGY

3.0 REPORT ORGANIZATION

4.0 CLASSIFICATION OF FINDJINGS

5.0 DISCUSSION OF RESULTS

TC-1020784

INTRODUCTION

In the later part of 1982, Tennesses Valley Authority (TVA) commis-

sioned Black and Veatch (B&V) to perform an independent review of the

Auxiliary Feedwater System (AFW) for Unit 1 of the Watts Bar Nuclear Plant

(WBNP). The initial review was completed in November of 1982 and culmi-

nated in a Report that was issued in April of 1983. This report was issued

simultaneously to TVA and to the Nuclear Regulatory Commission (NRC) and

defined a total of 328 items for which additional action was either required

or suggested. These items were classified as confirmed, open, or punchlist

items in the initial report.

Subsequently TVA, in September 1983, issued a Supplement to the original

contract authorizing B&V to assist in responding to NRC inquiries.

On October 25, 1983, a meeting was held in Knoxville between TVA and

B&V to discuss the guidelines for following up and/or closing out the

outstanding issues included in the original report. The agreements reached

and methods chosen were then documented in the project instruction to

assure that the action parties were in agreement as to the requirements.

This report covers the follow-up activities on the outstanding items

in the initial 1983 report and provides their currre nt classifications.

020784

1.0 EXECUTIVE SUMMARY

The independent review of the Auxiliary Feedwater System for Unit 1 of

the Watts Bar Nuclear Plant was initiated on September 3, 1982 and culmi-

nated in the issuing of a report in April of 1983.

TVA subsequently authorized follow-up action on the 328 outstanding

items defined in the original report. This effort was initiated at a

meeting held in the Knoxville office of TVA on October 25, 1983. The work

of evaluating data and information extended from about November 10, 1983 up

through January 31, 1984. This process resulted in resolving all but three

of the outstanding issues.

The three outstanding issues are: (1) Finding G901 which concerns

electric cable ampacity and the use of fire retardent materials on electrical

cables. This finding is classified as Confirmed; (2) Finding F508 which is

classified as Open and concerns baseplate design and; (3) Finding F511

which is also classified as Open and deals with the subject of peak broaden-

ing of response spectra.

The two open issues have potential licensing implications and an

action plan had not been defined as of the writing of this report. The

confirmed finding has an acceptable action plan for resolving the issue.

1-1020784

2.0 METHODOLOGY

The guidelines established for executing the follow-up action of the

project were relatively simple. They consisted of the following.

(1) The supplementary report which would define the disposition of

each item would be handled in the same manner as the original

report.

(2) All communication, including telephone conversation on technical

matters, would be made available to the NRC.

(.3) TVA would submit supplementary information on findings to B&V via

TVA Form 3 for evaluation. The use of this form was limited to

areas in which corrective action was already complete or where an

existing formalized program existed which would assure that

predefined action would be completed.

(4) A TVA Form 4 would be submitted for items for which action was

not complete and not predefined. This form would define the

corrective action plan which was to be used in investigating

and/or resolving the issue.

(5) Document Review Record (DRR) punchlist items were to be forwarded

in a matrix format along with sustantiating information which

demonstrated current status.

Figure 2-1 depicts the general handling of supplementary information

associated with each finding.

Upon receipt of a Form 3 submittal, the Black & Veatch Project Manager

reviewed the information in conjunction with the original finding and where

necessary in conjunction with the initiating Document Review Record. Based

on this review, and where necessary input from disipline engineers, an

opinion was reached as to the proper classification to be assigned to the

finding. If the classification was resolved, the form was annotated and

submitted to the chairman of the Senior Review Team for his reveiw and

action. If the submittal was judged to be inadequate to permit a resolved

classification, TVA was contacted to permit further discussion, clarifica-

tion and/or data submission. This process was repeated until a conclusion

was reached on the classification to be applied.

2-1020784

TVA SCREENOUTSTANDING

ITEMS

TVA FRM 3TVA FORM 4TO B& FORTO B&V FOR

REVIEWREVIEW

B&V AGREES ~~INTER ORGANIZATION NOBVAREI& GRE NO DIALOGUE TO NO B&CGREWITH DEIEAWITH CORRECTIVE

LASSESSMENT SOLUTION ACTION PLDAN

YES YES

SUPPLEMENTARY

FLOW CHART

FOLLOW UP ACTION

FIGURE 2-2

2-2020784

Action plans submitted in response to findings which were classified

as confirmed during the follow-up process were handled in a manner that was

similar to that used for supplementary data submitted via Form 3.

Information relating to Document Review Record punchlist items were

reviewed by the Project Manager and statused accordingly. TVA was offered

an opportunity to augment their initial submittals in an attempt to satisfy

concerns raised during the review process. The handling of DRR items

paralleled the handling of these items during the original review process.

The basic goals established, for this follow-up action, were to attempt

to reclassify all outstanding items into a Resolved or Confirmed stat-us and

to develop an acceptable action plan for those items classified as Confirmed.

2-3020784

3.0 REPORT ORGANIZATION

This report is organized into several volumes, each consisting of one

or more books.

The Basic Volume, of which this section is part, contains a description

of this portion of the project, a computer listing of the disposition made

of the findings, and a listing of DRR items including any commen tary and

disposition.

Appendix A contains reproductions of the TVA forms which submitted

supplementary information and/or action plans. In most instances, the data

forwarded with the form as well as clarifying information has been included.

In instances where the quantity of information reviewed was very large, a

list of the documents examined has been included in lieu of copies of the

documents. The Appendix consists of several books.

3-1020784

4.0 CLASSIFICATION OF FINDINGS

As indicated earlier in this report, the goal of this portion of the

project was to restatus the outstanding items listed in the initial report

to either a Resolved or Confirmed classification and to develop an acceptable

action plan for any items that were classified as Confirmed.

The Resolved status was to be assigned to items in which the necessary

corrective action had already been completed or where the required action

was predefined and the item included in a formalized tracking system.

Examples of formal tracking systems include Non-Conformance Reports which

have proceeded beyond step five, Commitment Tracking Records, and Work

Lists generated during the system walk down performed in response to spe-

cific regulatory requests or for transfer of permanent features to the

Division of Nuclear Power.

The Confirmed status was to be applied when it was agreed by both TVA

and B&V that significant concern existed which required further investiga-

tion and/or analysis to determine the impact of the finding.

Although an Open status was not a desired status, the designation was

retained to cover those items which resulted in an impasse between TVA and

B&V.

4-1020784

5.0 DISCUSSION OF RESULTS

The original report of the AFW independent review contained a total of

328 outstanding items. Of this total, 51 were DRR related punchlist items

and 277 were finding related. The finding related items consisted of

62 nonpunchlisted and 215 punchlisted items.

The follow-up status of these 328 items is as follows.

Confirmed Finding 1

Open Findings 2

Resolved Findings 274

Resolved DRR items 51

Total 328

The Confirmed Finding is G901 and concerns electrical cable ampacity

and the effect of a fire retarding compound on intermediate voltage cable

groups.

The two Open Findings are F508 and F511. The F508 finding concerns

the design of baseplates and F511 covers peak broadening of earthquakes

response spectra.

The significant statistics associated with this follow-up effort are

as follows.

(1) Of 32 original nonpunchlisted Confirmed findings, all but one

has been resolved.

(2) Only two of the original 30 nonpunchlisted open findings have

remained in that classification.

(3) One Finding F124, was improperly statused as a punchlist item in

the original report.

(4) All 215 of the origin al punchlisted findings have been resolved.

(5) Two of the punchlisted DRR items did not, in fact, require rework

and were improperly statused by B&V.

(6) One punchlisted DRR item was, in fact, an observation rather than

a punchlist item.

(7) All DRR items have been closed out as resolved.

In conclusion, 325 of the original 328 items have been classified as

resolved. The remaining three outstanding items are G901 which has been

5-1020784

classified as Confirmed and F508 and F511 for which the classification was

left as open. A computer generated Finding Report Supplement and a Document

Review Record Tabulation are contained at the end of this volume.

5-2020784

BLACK i EATCH ENGINEERS-ARCHiTEETSKANSAS CITY9 MISSOURI

FINDING ORIGINALNo. DIN DES CR

PRDCESSING DAT I8TENNESSEE MWEY AUTHORITYWATTS BAR NUCLEAR PLANT

F114DINGS REPORT SUPPLE1MENT

_____ OR [G 1 R9LSTATUS

1PTION PL TV CA

3525 EACH MOTOR-DRIVEN AUXILIARYrEEDWATER PUMP IS SUPPORTED BY ITS

ITS SAFETY-RELATED FUNCTION.[iNGERSOLL RANDS OPERATING

FOLLOW UP FOLLOW UP

DIN CLASS.

T 0 A 5211 R A

IN51RUETION PRjOHIBITS THE OPERATION4OF THE DRIVE MOTOR WITHOUT PROPERLUBRicATION.J EACH LUBE OIL PUMP HAS

CIRCUIT REL;-ASER ON CTHEMTO COlfkNTRO

45w751-1 REV. 15; OTHER THAN THE

rENTER WHICH WILL ALLOW THE MOTOR TO)

BE REMOVED FOR MAINTENANCE

FO 101 4249 ON DRAWING 47W610-3-3 REV. 7 RH 8 5088 RA

THE FOLLOWING DEFICIENCIES9ERE NOTED: 1. SOIME DEVlICES ARE NOT

IDENTIFIED WITH THE ASTERISKALTHOUGH THEY ARE MOUNTEDON THE SWdITCHGEAR [SHUTDOWN bOARDJ.

r t 44t ~ 4 w2.4A

2. SOME DEVICES NOT IDENTIFIED AS TO

______IMEBJ&AL ANEL. 3. SAR TABLiE7.5-1 SHOULD LIST AFU FLOWJ

Fo 102 4250 47W610-3-3 REV. 7 Y R A 5078

DEFICIENCIES NOTED; 1. INDICATINGLIGHTS ASSOCIATED WITH SWITCHESHS-3-179A/B AND HS-3-17981D ARENOT SHOWN. 2 LM-3-172 AND LM-3-175

LM-3-173 AND LM-3-174 SHOWN TO BE

LOCATED ON L-1193. THE CORRECT

____________ ______LCATION FOR-ALL FOUR LMS ________________

ARE L-381.

PAGE 1

fo 100

3d1371-

---- ------------------------------------

D2184

BI LATCH ENGINEERS-ARCHlrLCTSIAN IY, MISSOURI

TENNE5S LE EV AUTHORITYW~ATTS a~1 U CLEAR PLANT

llWEW ROLE-CT IUS.ZILFINDINGS REPORT SUPPLEMlENT

PROCESSING 2/02184

FINDING ORIGINALNO. DIN

LSTATUS FOLLOW UPDESCRIPTION PL TV CA DIN

F0103 4304 ON DRAWING 47W611-3-4 REV. 2; THE V, R A: 5000 R AFOLLOWING DEFICIENCIES WERE NOTED.

~~1XffE kAwiNr-SHoWiSX[R.ANS~fER ___________ ____

SWITCHES XS-46-54 AND XS-46-56. THEELECTRICAL INSTRUMENT TABULA7iON. -... A ý TH-AE-H~EflATICOI-0AGRAM'45W600-46-6 USED XS-46--57. 2. THEDRAW1NG INCLUDES SWITCH HS-46-56E

IUJT A &-iaO1LJSun"1t Thf~_____________ E_______________

ELECTRICAL INSTRUMENT TABULATIONNOR IS IT USED ON SHEPIATIC DIAGRAM

A QW 60- f -6 3.iiAJL~ W hSSWITCH HS-46-57. THE ELECTRICALINSTRUMENT TABULATION AND THEStI4NATIf r bAGRAM,ýAýfiO-46-6- USED

3-9-1 L BfARD kA;jDR A~i~ii4AJ7W-fZ5 8 VLI-3-17Z LEVEL INDICATOR MOUNTEDUNDER MARKING FOR STM. GEN. 1;Li-3-174 MOUNTED UNDER MAPRKING FnfiSTM. GEN. 3

ID~A~~__5079

FO105 4251 REFERENCE TWA DWG 47W760-3-1 REV. 4THE TRANSFER SWITCHES fl-XS-3-118

Li~S~~18]Ok -EAC.H.PURP-ARE--SHOWN CONNECTED ON THE NEGATIVESIDE OF THE TRIP COIL [52TCJ INA MANIVOar TLAAT &I k LI( TUC~ l(4DMAI

CONTROLCONTROL

_TliR G HCIRCUIT.

BUS AND THE EMERGENCYBUS TO BE INTERCONNECTED-T HE- RE AKE "R.IP-PING

PACE2

FOLLOW UPCLASS.

24

25

___f 01 04k

V R:A' 5001

2

Y 0 -A- 5079

CIWEA7CH ENGINEERS-ARCHITECTSSAS CITY, MISSOURI

ELLAKAN

.1 FINN

6 -

7 F0

13

16

19

20

2(

1GINAL

TLlJNESSLLEY AUTH4ORITFYVATTS GAR NUCLEAR rLANJT

FINDINGS REPORT SUPPLEMENT

O R 1 G IN AL__STATUS FOLLOU

DIN VESCRIPTIOih PL TY Ch DIN

3912 REF. TVA DWG 4SW760-3-1; REV. 4 V 0 A 5002THE BLACKOUT-SAFETY INJECTION

DRIVEN AUX FM PUMP ONLY IF AN ACTUALBLACKOUT EXISTS. THIS IN NOT

[IVA DWG 47W611-3-3;, REV. 23 wHiCHINDICATES THAT THE PUMP SHOULD ALSO

WITH NO BLACKOUT CONDITION.

U P

VO 107 42Z52 DRAWING 47W600-57, PANEL L1-VA. Y R A 5080LM-3-172 AND LM-3-175 ARE NOTMffUNLTLD-IHIiS-P-ANMEL~A11EtAR-LMOUNTED IN LOCAL PANEL L-381PER ELECTRICAL INSTRUMENT TABULATION

4lP41~9.2. HAVING 76QO;_____PANEL L-111). 04-3-173 AND LM-3-174ARE NOT MOUNTED IN THIS PANEL.

------ HEY ARE MOUNT-ED IN LOCAL PANELL-381 PER ELECTRICAL INSTRUMENT.TABULATION 470601-D.

R A

4253 REFERENCE TVA DWG 4561767-28 REV. 6 Y R A, 5003------- E -O N C I J .E E ... ._---_-----

THE RED LIGHT AND GREEN LIGHT ISTAGGED WITH WIRE NUMbiER 2 [TERMINAL

2avlJ.~~ HOER4HFLATICDIAGRAM 45W760-3-3 REV. 6INDICATES THAT THIS CONNECTION

[WIRE NUMBER 11

PAGE 3

DING OR~

106

PROCESSING D /DZi84

FOLLOW UP

C LA SS.

R A

folio

.H ENGINEERS-ARCHITECTSMIS SOURI1

TLNM4LSSEE V~ AUTHORITY PROCESSING DATE

6ATTS BAR =Ak LAN

F114DINGS REPORT SUPPLEMENT

FINDING ORIGINALN 0 DIN

foill .3913

DESCRIPTION- - - - - - - - - - - - - ----------

STATUS FOLLOW UPPL TV CA DIN

TVA ow6 45WI767-4; REV. 9 TERMINALS 10 'A 5004

51 AND 55 FOR VALVE 1-FEV-3-1368-A-AR-S LAIWli"fNNE.CliE TO-hI-O-[H iURRERSS3002 & 3B01 RESPECTIVELY. THIS ISNOT CONSISTENT WITH SCHEMATICr4IArRAM 45W760-3-Si REV, 4 WHICHIN6ICATES THAT THE WIRE NUMBERSSHOULD BE 39C2 L30CI RESPECTIVELY.

REF. TVA DUGS 45W?60-3-3; REV. 6 &45W?60-3-4; REV. 6. "N BOTH OF THEABOVE DRAWINGS; TINE DELAY RELAY62 IS SHOWN WITH A TIME SETTING OF33k SrflM~S.. THIS IS NOT COMPATIBLE

I B 5089 RBa

WITH THE.'TIME RANGE OF 2-20 SECONDSWflHICH S-SHOWN ON LOGIC DIAGRAM

31

32

33 F0114 -4254 -REF TWA DWG 45W760-3:-3 RE-V. 6& 45W760-3-4 REV. 6. PRESSURESWITCHES I-PS-3-139A;b L D ANDI-PS-3-144A;D & CHAVE A

YR A 5212 RA_ _ _ _ _

SEIPOINT OF 1 PSIG INDICATED IN NOTE.3 ON THE ,ABOVE DRAWINGS. THISDOES NOT AGREE WITH THE ELECTRICAL ___________

INSTRUMENT TABULATION [TVA DUG47B601-3-0 REV. 10J WHICH INDICATESA SETjpOnT- OF 4~ 75.

0

PAGE 1*

BLAC(KKAN SAS

FOLLOW UPC L ASS.

FO 113 4359

E 4

3S

54

59

47W&11-ý3-3 gEV. 2

,H ENGINEERS-ARCHITECTSMISSOURI

lINNESSEEI6ATTS UAR

PROCESSINa DATEFAUIH OR ITVAR PLANT

'6 b13&V PROJECT 1la5Z)-1 FINDINGS REPORT SUPPLEMENT

4 FINDING ORIGINAL, STATUS FOLLOW UP FOLLOW UP

NO. DIN DESCRIPTION PL TV CA DIN CLASS.-6 -- --- --- -- --- -- ---- -- -- - -- - - --- -- -

7 F0115 3914 REF. TVA DWGS 45W760-3-3; REV. 6! HA 5090 R AL 45W760-r3-4; REV. 6. ON BOTH OF THE

4 BDLkAW-1MfrS-k-LAI AiJLIS k14----10 SHOWN. HOWEVER; TVA DWGS 4581767-2A;11 REV. 6 AND 4581769-2A; REV. 6

INDriIATF THAT RfmAY 62X FX1&Tc AND3IS UTILIZED TO MULTIPLY THE CONTACTS

14Of TIME DELAY RELAY 62.

20 0116 4255 REF TYR DWG 45BI769-ZA REVi. 6 1 R A 5005 R A21 ~~THF WIRE rONKEETION BETWEEN ----

22 THE RED LIGHT AND THE GREEN2' LIGHT IS NOT TAGGED. SCHEMATIC

24 DIAGRAM 45W760-3-4 REY,. 6 INDICATES25 THAT .THE CONNECTION IS ASSOCIATED26 WITH TERMINAL 2AX1 [WIRE NUMBER 1].27

26

20

4256 .REF TVA DWG 45WI769-5; REV. 3 Y R. A 5006 R A

CONNECTED TO THE GREEN LIGHTASSOCIATED WITH SW1TCHI..ue_%_470Als2 Tultnnr I5A i a4Ago~rF

WITH SCHEMATIC DIAGRAM 4,5W760-3-5;REV. 4. WHICH INDICATES THAT THErn~.umt1-tfu c~hilflht AC TAnnFb IAG

_____[1TE-M B-30 LiTIALCEKII IIDENTIrIES TWA'S CONFORMANCE TOIRG 1.106. SEVERAL DEFICIENCIES

PA(.E 5

BUACKkKAN SAS

2-7

F0117

[f01 19

NOTED

F CH EtJGJNEERS-ARCHITECTS,MISSOURI

TENNESSEE VW AAU7HOPITYb6ATTS BAR AR PLANT

PROCESSINS DATE

I FINDINGS REPOR.T SUPPLEMENT

4 FINDING ORIGINAL STATUS FOLLOW UP FOLLOW UP5 NO. DIN DESCRIPTION PL IT CA DIN CLASS.

------------------------------------------------- ------- ---

* FO 120 4075 NOMENCLATURE ERROR. NOMLNCLATURE T it a 5101. R B

IDENTIFICATION FOR VALVES9~V~1~k II~216-a I1-FCV-3-126A-6; 1-VCV-3-126B-B;I I-FCV-3-179A-B AND 1-FCV-3-1790-0

2 IS, IN ERROlR- WULlf IDENTIFICATION

3 INDICATES HPFP. CORRECT14 IDENTIFICATION SHOULD INDICATE

FnrU FRRQR LLLEfIRSIkLiLI& __________ ________

16 LINE Of REACTOR NOV BOARDS;17 SCHEMATICS AND CONNECTION DIAGRAMS.IS Airn -rF Ff)FOO1

19

?2

23

24 F0121 4076 1.CONFORMANCE WITH POSITION CE183 N 0A 5148 R A25 oF RG-1.106 REQUIRES THAT MOTOR

?6 OPERATED VALVES HAVE THEIR THERMAL0 VF RL 0A b PRTE-CIION DEVIICS ------

2B BYPASSED UNDER ACCIDENT CONDITIONS29 2. FSAR SECTION 15.4 INDICATES

__0 FAULTS WHICH CONSTITUTE ACCIDENTCONDITIONS.

34

35

37 F0123 4133 REFERENCE TVA DWG 4.5B640 SN. 147; T A Bi 5007 aREV 0. TVA DWG 45N600-3-4 IS OMITTED

--FROM 7 HE-I-.IST10 LC HE MA.-LCD-lAG BANREFERENCES SHOWN. IT SHOULD BEINCLUDED IN THE LIST BECAUSE TWO

wTITCHES, COVERED BY 1.5B640 SH. 147ARE SHOWN ON 4.5N600-3-4.

PAGE

B LAC CKAN SAS

/EIp

12

8-

D&V PROJFcT 1OS20

FCH EN GlNEERS-ARCHITECTS, MISSOURI

SEE AUTHORITY PROCESSIMSG DATE

BAR NP AR PLANTV-E ýJ L _____- -

GS REPORT SUPPLEMENT

FINDING ORIGINAL

NO. DIN

F0124 4131

DESCRIP71ON

REF. TVA DWG. 45N16313-5; REV.5THE CONNECTIONS TO TERMINALS 2-4C-ANmDE 2-4 4~IG15NI638-2FOR DEVICES LIC-3-156 AND LIC-3-164.

STATUS FOLLOW UPPL ITY CA DIN

FOLL.OW UPC LA SS.

v R B 1 5 0 08 R B

S INCEF THESE DEVICES ARE ACTUALLYSHOWN ON DRAWING 45N-1638-1; REV.2

i0125 31A36 REF.' TVA DWG46.5N600-3-2; REV. 3 Y A 5091 R ATHE INTERLOCK CONTACTS FROM TIME

_________ -DELAY RELAYS-Z4A ANDn 74-8 IN I CAI-L _________________________________

A 30 SECOND DELAY ON TURBINE PUMPRUNNING. THIS IS NOT COMPA71BLE WITHTHE 2-20 StX&ND-jt!ItjfjAhL OWNON LOGIC DIAGRAM 47W611-3-1.; REV. 2

FO126 354: 7 REF. TVA DWGS 45N600-3-3; REV. 2 AND Y R *A 51092 R A45N600-3-4 REV. 2: THERE IS NO TIMESETTING SHOWN FOR TIPE DELAY RELAYS______ ________

ISG; 2SG; 3SG AND 45G[SAME AS FO8013

371

F 012 7 4257 REF TVA DOGS 4.514600-3-3 REV. 2AND 45N600-3-4 REV. 2. THE

Y R A 5009 R A

OUTPUTS [TERMINALS IC AND 113 OFLIC-3-164; LIC-3-156; LIC-3-146

N C-37? R ~ONT E______GOING TO LM-3-164. L LM-3-164A;LM-3-156 L LM-3-156A; LK-3-148 &

LM-3-11A RESPECTIVELY.

BLACKIKAN SAS

*50*

)

)

)

[7L

PAGE

BL ACK EN EGI NdEERS-A RCH ITE CTS TENNESSEE V AUTHORITY PROCESSING DATE IKANSAS Cý . "MISSOURI WATTS BAR W AR PLANT

11 &V--&RftJl A IIC O 1012FINDINGS REPORT SUPPLEMENT

2______ _____fRGNL__

4 FINDIN(i ORIGINAL STATUS FOLLOW UP FOLLOW UP

N0.- DIN DESCRIP71ON PL TV C A DIN CLASS.

7 F0i28 4263 REF. TVA DWG 45W600-46-6; REV.4 V 0. p 5010l R ATHE CONTROL CIRCUITRY DOES NOT

'a THE "TRIP AND THROTTLE VALVE"11 [fCv-1-513. THE BYPASS IS REQUIRED

12 AS PFR TF CIRCULIAR A1-13.

13 .

14

18

F A k3O RE V TVA DWG, 45bd600-46-6; REV. 4 N 0 A 5011 R A19 AND 45N600-57-5. REV. 2 THE LIMIT

20 S4ITCH THAT ACTUATES RELAY BO WHICH21 IN~ TURN; INTERLOCKS WITH IIILkt-ELAY22 RELAY Tol IS SHOWN TO OPERATE WHEN

23 THE "TRIP AND THROTTLE VALVEn24 rFCV-1-sl) is FUlLlY DaEili. THIS DOES25 NOT'AGRE5E WITH LOGIC DIAGRAMS

26 ~46W611,-3-3; REV.. 2 AND 46W6li-3-4z.27 2__ WHIC 1E2ML IJUd. ClE EilHAI-IREHL±1flh2E SWITCH ACTUATES WHEN FCV-1-51 IS2S HALF OPEN.30

31

33

35 J 0 130 4258 REF TVA DWG 45W600-46-6 REV. 4 Y R A 5081 R A6 - ~ ~ L.&aHliATIC DI-G-Rti1ATHE CONTROL

37 CIRCUITRY FOR OPENING; CLOSING;AND TRIPPING THE "TRIP AND THROTTLE

-1 S--NAIL.E ESFCV-1 -5~1 &A N ____________

40 DISAGREEMENTS WITH THE CONTROL41 SHOWN ON LOGIC DIAGRAM 47w6ll-3-4

42 REV.. 243

46

41

9 PRESSURE SWITCHES PS-3-121A;B 9 0'o HAVE A SETPOINT OF 6.5 PSIG

51S~NAI.DE O~GiEWiHTE__________52 ELECTRICAL INSTRUMENT TA13ULATION

53 [IVA DWG 47B601-3-0 REV. 10) WHICH14- i~iALAST.~~CO 11 56 __________

55

56 PAGE

PkCH ENGINEERS-ARCHITECTSM¶ISSOURI

TL1NNESSEEWLATTS BAR

H &V PknWAUTHOR ITY'EAR PLANT

PROCESSING DAT



F013Z 4361

DESCRIP71ON

REF. TVA DWG 45N600-57-5THERE IS NO TIME SETTING SHOWN FOR-TlMLDLhLAY-RELAV-S-T-D-1ANIDZ.D2ALSO; THE TIME RANGE OF 1-15SECONDS SHOWN FOR THESE RELAYS

SEC TD SON ON LOGIAWC DAGRA-2

47Wd611-3-3; REV. 2

STATUS FOLLOW UPPL TY CIL DIN

Y k A 5093 R A

REF. TVA DWG 4s5W600-57-26; REV.1ori AVý, A12 Amfb RI4 AuF Ppnu~ibiNL

CONTACTSOVERLOAD

TO BYPASS THE THERMALCONTACTS FOR VALVE

REV- 43; HOWEVER; THERE APPEARSTO BE NO INDICATION TO THE OPERATOR

-RHtIN iL4HF OERIC A D5-A R-L Db!fA.SiE D-*ALSO; IT IS NOT APPARENT HOW THEOPERATION Of THE OVERLOAD BYPASS

REGULATORY GUIDE 1.106.

F0135 4112 FSAR REFERENCE 8.3.1.4.1 COMMITS7O CABLE FILL CRITERIA FOR TRAY

EXPLAINS THAT A COMPUTER PkOGRAMIS UTILIZED FOR CABLE ROUTING ANDRACEWAY PLRCENT FILL CALCULATIONS.THE RACEWAY PERCENT FILLCALCULATIONS PERFORMED WITH THIS

WITH INPUT DATA FOR THE VARIOUSCABLE TYPES.

BLACKIKANSAS

FOLLOW UPCLASS.

F0133 4362 V 0"A , .5149

NO6A 5270

I~,I

54

55

PAGE

LIVIn FUN --ýLj---U3LW MU

FLH ENGINE ERS-ARCHITECTS, MiISSOURI

TENNE SSEEWATTS BARI

rat, ponf

PROCESSING DATEIAUTHOR ITY*AR PLANT

A C ;In


FINDING ORIGINAL0 ~ CR i PT ION


7 FO 137 4079 TRIP SETTING FOR B3REAKER NOT IN N CA, 5150 R AACCORDANCE wITH MANUFACTURER'S

9 -- Rf-ED~fAkATI N SI-S~ARSIJBS1I~ibN________10 8.3.1.1; ELECTRIC CIRCUIT11 PROTECTION; STATES THAT THE MOTOR42 CIRCUIT PROTECTOR IS SET TO PROTECT13 THE MOTOR.

15

16

17

18

19 F0139 4032 EXCEPT FOR THE INTENT AND PURPOSE T R *A 5094 R A22 OF THE ECN.THERE APPEARS TO BE TWO

27 ________ ECN&S UiTIiZING THE SAME NUMBER22 3306.23

24

25

277

28 F0140 4113 THERE IS INSUFFICIENT JUS71FICATION N C A 5252 RA U29 AND DOCUMENTATION TO SUPPOkT30 ENVIRONMENTAL QUALIFICATION OF THE31 AUXILIARY FEEDWATER PUMP MOTOR32j DRIVES.,_____________________________

37

38 FO 141 42 64 FSAR SUBSECTION 8.3.1.4.5 IDENTIFIES T R A 5053 R A

40 FCV-3-1268B-; CIRCUIT 1-3V-3-Z963-E341 CIRCUIT 1-3y-3-2963-0 THE CONNECTION

42 DIAGRAM WAS COMPARED AGAINST43 THE TERMINATION TICK~ET. CONNECTION44 DIAGRAM 45W11769-6 REV 2 INDICATES45THAT A CONDUCTOR COLORCODE OF ___________ _______________

46 W-BL SHOULD BE TERMINATID ON47 713-2B02. THE TERMINATION48 TICKET INDICATES WlbK ON TB-6. __ _______________

PAGE

ýLACK 1KAN SAS

FOLLOW UPCLASS.

5 152ý-

,H ENGINE ERS-ARCHiTECTS

MI SS OUR I

PROCESSING DATETENNEISSEE V W AUTHORITYWdATTS ARR PLANT

n~u twflal(T 1l'n7fl


FINDING( ORIGINAL,NO. DIN DESCRIPTION

ODRIGIMAL -STATUS FOLLOW UP

PL TY CA IDIN

FO0142 4307 AUXILIARY FEEDWATER PUMP 16-B Y R B 21 R B1-MTR-3-128-8; IS SERVED FROM

CIRCUIT NUMBER 1-5PP-3-662-B. THISCIRCUIT 1S A 3-lC-#2/O TYPE WNBWHICH IS A RINGjLECILN-D3ZCTOR;SHIELDED WITH BLACK JACKET. THETERMINATION TICKET FOR THIS CIRCUIT

__________~TH JIBCAF m RELADRDULIORSCOLORED 13K-W-R AND A SHIELD IS NOTAPPLICABLE. THIS IS NOT CORRECT

FO144 4CE-0 GENERIC FINDING: SOME N 0 A 5253 R AINSTAIINFNIATIIN A1&DCOLTROtS FOR THE

AFW SYSTEM LOCATED IN THE AUXILIARYBUILDING WERE NOT ENVIRONMENTALLY

___ UAtIFIFD 10 S.UiaSTANI-IAl THEIlR----REQUIRED OPERATION FOLLOWING A HIGHENERGY LINE BiREAK ACCIDENT.

FU300 30LS THE SECONDARY CHE141CAL FEED PIPING N 0 A 5213 RA 0Ebuc.. No. 47WI541a&]IJNILERLANGWITH THE AFW IS DESIGNED TO 50 PS16AND 75 DEGREE F; PER NOTE 10 ON THE

DRW~GJILAE~~z NI~ATNDEVICE IS A CHECK VALVE AND PIPINGDESIGNED TO 11B5 PSIG AND 600 DEGREEF9 A . A, AEILL-IhfaM P A T I AI IT Y

EXISTS AT THIS JUNCTURE.

PAGE 11

BLACKiAN SAS

FOLLOW UPC LASS.

Al ENGINEERS-ARCHITECTSMISSOURI

TENNESSEE VW~ATTS BAR

13&V PRO

PRDCESSING DATELAUTHORI TYR PLANT

FINDINGS REPORT SUPPLEM4ENT

ORIGINAL

F INIINb ORIGINALNO. DIN DESCRIPTION


F0 303 3527 IN THE ACCIDENT ANALYSIS FOR A MAJOR T 0 8 5105 R a3RUPTURE OF A MAIN FLEEjWATER LINE IN

FA SECTION ¶ k2.THE ElLAP -ED10 TINeE BETWEEN REACTOR TRIP AND THE11 TIME THE AUXILIARY FEEDWATER SYSTEM

12 sCPBEO ROIIGSFIIN'3 FLOW TO R EMOVE ALL RESIDUAL HEAT,

GENERATED BY THE CORE IS SPECIFIED______~As 1679 SECONDS-tLHJME-ELS-C-RIPTION

16. AND AS 1830 SECONDS IN TABLE 15.4-917

18

19

F 0310 DIRECTION NOTED FOR SUPPORT AT JOINT122 ON DOCUMENT 85M47B427-543 RO

OSa 5054

VULSa nU LJUfh ,ILjjf XU MA* -L

DENOTEDON'0 ISOMETRIC DRAWING65N4?427ý-2O6 R4 AND DIRECTION:

_________~~~~~~E ____ 01fEE iN, r TIf E._________________EXECUT10ON 2 DATED82101130 14.21.28 ON TVA ROLL 9195

31 fo~19 35138 THE VALUES REPORTED ON REVISION 0 Of N C A 5214

THE ANCHOR DESIGN TA14LE IN TPIPEPRINTOUT ON TWA ROLL 484E. HOWEVER A

-- LkTE4R-R-iV4-I-I ON-2--MA S--&UPPL4-Ii-N-IWHICH THE VALUES DO NOT ALIGN WITHTHE TPIPI. ANCHOR LOAD TABLE

R 0

3233

35

36

39

40

511

'3ý

61

Gs

fil

BLA CKKAN SAS

FOLLOW UPCLASS.

39

49

49

93

99

2L41 EATCH ENGINEERS-AkCHI TECTSKAN4 iTY, MISSOURI

IENNESSI

- -FINDINGS

P LEYV AUTH3RITYljCLlAk PLA14TJECT 1052CPORT SUPPLEMENT

FI'JDING ORIGINALNO. DIN

0O 321 3549

DES CRIF TI 1N- - - - - - - - - - -- - - --- - -

iFSAR -TA3LE 15.2-3 STATES IN A

FOOTNOTE THAT; "SECTION 6.5 GIVES

THE INTERFACE CRfIlTER IA FOR THE

AUXILIARY FEED6ATER SYSTEM".

HOWEVER; THERE ARE NO AFUS

INTERFACES CRITERIA GIVEN IN FSAR

ORIGINAL.STATUS FOLLOW UP

PL TV CA DIN

V R 8 5012 R a

,SECTION 6.5. ETHiSIR IS THE RESULTOf FOLLOWUP ITEM 1112 ON ORR 1150;ESAR 15.2.- LOSS oF NORMAL FEEDWATER__________

20

21 -F0-324- 3542 THE VALUES REPORTED ON REVISION4 0 OF N C A 5215 R A22 DOCUMENT 85M47B427-450-O CORRESPO-ND23 DIRECTLY TO THE ANCHOR DESIGN TABLE

24 IN THE TPIPE PRINTOUT FOR NDOE 29525' ON TVA ROLL F,465. HOWEVER A LATER

26 REVISION 2 WAS SUPPLIED IN WHICH THE

ý20 VALUES DO NOT CORRESPOND TO THE _ _ _ _ _ _ _ _ _ _ _ _

29.28 TPIPE -TABLE.

'30

3,

T9

34 FD!2B 31915 THE DESIGN PkESSUkE AND TEMPERATUR-E Y R A-551 -RA35 FOR THE FOLLOWING VALVES ARE36 1975 PSIG AND 120 DEGREE _______-______

*- &. -J 1U~ -00; L V U O UJ0.

164; 171; 1-LCV-3172; 173; 174AND-175.-THE-PROCUREMENT ________

SPECIFCTO NIAE 60PIAND 100 DEGREE F. SEE TVA SPEC.1643; CONTROL VALVE SPECIFICATION

__ 10333 35 53 THE MOTOR SECTION Of THE INGERSOL Y R A 5106RAND INSTRUCTION MANUAL; VOL.-i 1 O-RTHE AUXILIARY FLEDWA1IR PUMPS;--- - CCEPTEL, FOR USE" ON 12112119--;INDICAT-Et TH-IAI --THL ibER rRNI-sHEL-6FOR THE MlOTOR DRIVEN AUXILIARYFEEDWATER PUhPS ARE RATED LOCHP.

PAGE 1

PROCESSING

FOLLOW UPCLASS.

'/D2/84

13

3 L A1WVEAKANS1 C ITi

FlND1146 ORINO.

F0335

ILII ENQLNEIRS-F4CHIILCTý 7LN4JLSS~qjLLEY AUTHORITYMI~1SSOURI 6ATTS BAR ~EUCLEAIR PLANT

U&~LPIQIE~C. ..... .___...__FINDINGS REPORT SUPPLEM~ENT

ORFIGiNAL -l--,--61 NAL STATUS FOLLOW UP' FOLLOW UPDIN bESCRIPTIODN PL TV CA DIN CLASS.

----------- -------- - - ----- - - ----- - - --- - - -- - - ----------------- ---932 SEVERAL VALVES FOR PROEbLEM N 0 A 5107 R A

0600200-05-01 ON ISOMETRICV47~Z-2 : 1.8_ R E. 0, -4 HAVE E ACC EL LR ATIODNS _____________

WId~CH EXCEEb THE 2 6 VERTICAL. ANL3 G HORIZONTAL ALLOWA(3LES.

F0336 3933 SEVERAL VALVES FOR PROBLEMn600-50 HAV r.kESii Y 0 A 5108

PROCFSSING D

R A

WJHICH EXCEED THE 0.76 SY ALLOWABLESTRESS.

F 0340 3935 THE MOVEMENT IN THE V DIRECTION AT I R A 5829t Of Q". REP OR TE D1N ~ ___________ _________________

DOCUMENT 47B427-3E8 R3 DOES NOTCORRESPOND TO THE VALUE OF .5"INDICATED BY JyPIP DYNAMIC SNUbBERDESIGN TABLE IN RIJN 2 DATED 0710218016.08.15 ON TVA ROLL 8417

F U3 41 3936 THE'MOVEMENT IN TH4E 7 DIRECTION AT V R' A 5086 R AJOIThj 2-o-F-.s RPREt!~_ _________ ______ ______DOCUMENT 47B427-387 R3 DOES NO0TCORRESPOND TO THE VA~LUE OF 1.34"INDICATED BY TPIPL. SUPPORT DESIGNTABLE IN RUN 2 DATEV 07102/8018.08.15 ON TVA ROLL 8417

PA GE

02/3'2/B4

71

14

BLACK EKANSAS C

FIN ENGINEERS-ARCHITECTSIMISSOURI

FINUIiiG ORIGINALNO. cI N

PROSSNG ATE *01e4TENNJESSEE VW AUTHORITYWAITS BAR A PLANT

(SV _PR OJET_02FINDINGS REPORT SUPPLEM~ENT

DES CR 1IPTIO0

-ORIGINAL.. ___

STATUS FOLLOW UPPL IT CA DIN

FOLLOW UPCLASS.

THE SUPPORT DESIGN LOAD VALUE Of-1650 POUNDS kEPORTED IN DOCUMENT_ bA42UDFJl_ FO. PRODFk0lEMN3_-14A~AT JOINT 133 FOR A VARIABLE SPRINGCAN DOES NOT CDRRESPONG TO THEVALUE OF -12Z72 POUDiS FOUND IN THELVARIABLE SUPPORT DESIGN TABLE IN THETPIPE PRINTOUT FOR PROBLEMS N3-3-4AON IVA ROLL 9420.__THE VALUE_____REPORTED IN THE TPIF' PRINTOUT FOROVERLAPPING PROBLEM 0600200-02-05 ON

N 0 A 5152

__________ ~ ~ Uw e n ugsL, & w_________________n_______

19 AGAIN DID NOT CORRESPOND TO THE.?c REPORTED VALUE OF -1650 POUNDS.

47 4310 SUBSECTION 3.7.3.8.3 OF THE FINAL- SAFETY ANAL! SI S.R E PORT-.1 N 41 CTES~

PIPING SUPPORTED BY- ALTERNATEANALYSIS WILL HAVE RECOMMENDEDMA~XIMUM SUPEQeLPAClNG iANDCORRESPONDING HORIZONTAL ANDVERTICAL SUPPORT REACTIONS. THERE

- ------ ----- _ . APPEARS TD BE NO EVIDENCE OfCALCULATIONS WHICH INDICATE THEVERTICAL AND LATERAL SUPPORT SPACINGUSED ON THE PUMP RECIRCULATINGPIPING BETWECEN THE FP1GOROUSLVANALYZED PIPING AND THE AUXILIARY/

- CNTRL DILDINGWALL; ETSTHEABOVE CRITERIA.

N 0 Aý' "5216

FoS_1 4034 THE NOUCONFORMANCL. REPORTS WE:N NEB V R A 50956111 ETVA NE6611124b76 L

W I I1!~1 DISCUSSES EC14'S 1:1225_________P. 3075 WHICH CALL FOR A SET POINT Of1215 PSID FOU THE MOTOR-DRI'dEN AUXf EEDWATER__fUMP -RUN OUT -P _RDO-T ECTI -ONPRESSURE CONTROL VALVES PCV 3-122AND PCV 3-132 WHICH CORRESPONDS TO A,

_PUJMP__FLOUW__ATE Of 55C LIM._______

PAGE 1

F0346 3941

F03

52

03

PROCESSING

15

BLACK tFCH EfNGINEERS-ARCHITECTSKANSA C~l mISSOURI

F IN vi IN GNO.

F0352

PROCESSINGi DATETENNESSEE IW AUTHORITYb.ATTS 13AR CJ'A R PLANT

D&y PROJECT 10520 ____


ORIGINAL

OkiGiNAL STATUS FOLLOW UP

DIN DESCRIPTION PL TY CA DIN---- ----------------------------------------- -------

4035 THE VALUES FOR AUXILIARY FUEEWATER Y R A 5096FLOW TO THE STEAM GENERATORSFOLLOWIN "SPECIFIED ACCIDENTS/TRANSIENTS W~ITH SELECTED SINGLEFAILURES GIVEN IN TABiLE 3-1 OF TVA*SLETTER TO THE FARC PROVIDINGADDITIONAL INFORMATION IN RESPONSETO NRC CONCERN iTEM E.D; NRCkiA.1tiLAlYSISTEMS BRANCHCON4CERNSON THE DESIGN OF THE AFWS CLETTERDATED DEC. 15 1961) [TVA FILEkA27B1121502Z] DO NOT MATCH WITHTHE WBN AFWS DESIGN CALCULATIONSPROVIDED FOR REIVEW.

FOLLOW UP

CLASS.

R A

F0357 4311 RESTRAINT 03E.-IAFW-R55 REV- 1WHiCH.ATTACHES TO A HORIZONTAL PIPEWAS MODELED IN THE COMPUTERANdALYSIS A RIGID RESTRAINT IN THEVERTICAL CYJ DIRECTION ONLY. THESUPPORT PER THE ABOVE DRAWINGALSO RESTRAINS THE PIPE IN THEAXIAL AND LATERAL DIRECTION.

T 0 A 5217

F0358 4200O RESTRAINT _O3B,-1AFy_-V57;_ A VARIABLESPRING; HAS A TP1PE COMPUTER DESIGNLOAD OF -540 LBS. THE LOAD PER THEABOVE DRAOING IS -110 LBS.

N 0 A 5218

RESTRAINT 03b-1AfW-F65 Rl 14DICATES Y 0 A 5109A SOID STRUT ASSEMBLY. THETPIPE COMPUTER ANALYSIS [N3-3-5AJINDICATES THE RESTRAINT IS ADYNAMIC SNUBI IR.

___F0359 431 2

PA(.E

F (H ENI NNE ERS-ARCHiTLE TS,MISSOURI

PRCES III DTE 1* 14TENNESSEE W AUTHOR ITYWATTS bjAR W'AR PLANJT

BLY PROJECT 10ý20


ORIGI NALD IIt

4314

DESCRIPTION

RESTRAINT 03B-IAFW-68 RO IS ARIGID STRUT ASSEMBLY. THE TP1PE

-- C,.EIIEkAHiAL YSI.51ANUC AIL5-AJRESTRAINIT IS A DYNAMIC SNUBBER.fMv3-3-5A]

RESTRAINT O3B-1AFw-72 RI IS A

ORIGINALSTATUS FOLLOW UP

PL TV CA DINFOLLOW UP

CLASS.

Y 0 -A 5110 R A

Y 0 A 5111

RIGID STRUT ASSEMBLY. THEL ,IPrPCOMPUTER ANALYSIS tN3-3-SAJINDICATES THE RESTRAINT 1S A

F062 435- RESTRAINT 03B-lAFW-r(74 Ri IS ARIGID STRUT ASSEMBLY. THE TPIPECOMPUTER ANALYSIS EN3-3-5AJ

_______INDICATES THE RESTRAINT IS A DYNAMICSNUBBER.

V a A 5112

RESTRAINT 47A427-3-5 WHICH WASANALYZED ON TPIPE FOR PkOBLEM

~31~IAHA~NOT EEN IN TLLED.

Y 0 "A 5153

416 S UP9fE 0RWN 1-4-13 IPROBLEM 06002(GO-O5-02 ON ISOMETRIC47w427-219 RO bOES NOT ALLOW .4"

11~EHN F IEIN THE 2 DIRECTION

AS ANALYSED IN TPIPE ANO REQUiIkEDBY ESAR 3.9.3.4.2 C PAFiT 4.

V 0 A 5219

3LA 0,KAN SAS

F I NDINGNO.

ro 360

10361

F0363 R A

PAGE

L

,SNUBBERt

PROCESSING

tH ENGINEERS-ARCHiTECTSmiI S S OUR I

PROCESSING DATETENNESSEE VI ATORTW~ATTS OAR NA AR PLANT

tiL Ponlr-rT lIj',-O


FIN~iN6 ORIGINALNO. 1)IN

_______________ OR 1NSTATUS FOLLOW UP

DESCRIPTION PL TV CA DIN

F0365 4331 TPIPE PROGRAM FOR PROBLEM N3-3-4A ON N. C A 5220 f

TVA ROLL 8420 MODELED A RIGIDS T 1RAI T fiL1 DUUCT ION- AT -JOINT

619 1038-IAFW-RZ213o BEC.AUSEA U-BOLT IS INSTALLED TIGHTLY AROUNDTHE PIPE THE FREEDOM TO SLIDE IN THE

X AND-1 DIRECTION IS NOT PROVIDED

15

16

Il

18

9 P0366

21

22

4317 THE ORIGINAL RESTRAINT DRAWING03B-iAFW-i225 WAS TECHNICALLY

INDICATES THIS RESTRAINT WASCONSTRUCTFED PER FCRH 7Z13. FCRH 7213

___ AS REJECTED BY SWP APRIL 82.

F103:6 7 at. etyr Etre t~ 0r61trr, 1,1tlrATrC4.) [14 UI~ JS*L **LLV ILVC LWa**MAtfl*t.

THERE IS NO CLEARANCE BETWEEN1120 PLATE ON PIPE. CLAMP AND PIPESLEEVE IN WALL FOR 03bw1AFW-RI49.TPIPE PRINTOUT AND DOCUMENT4.7b427-471 RO INDICATE PIPE AXIALMVMENU~TF1 Of 0l.4n AT JOINT 321CHANGER'LOCATloN3. FSAR 3.9.3.4.2C PART 4 INDICATES PIPE MOVEMENTSSHALL'BE ACCOMMODATED BY HANGERS.

TH..... RE"- A!PPEARS-TO bE NO-RECSTRA-INTDRAWING FOR THE X, Y RIGID RESTRAINTAT NODE 5C SHOWN ON ISOMETRIC47I.4I27-205 A5. THERE, IS A. BOX FOl6THE RESTRAINT NUP~bEI; HOWiEVER; NONEHAS BEEN FILLED IN. THIS RESTRAINT

HAS jjN!10ELE INTHETPIPE _

ANALYSIS. THE ACEEPIA61LITY OF THISRESTRAINT CANNOT Of DETERMINED ATTHIS TIME. __ __

N C A 5156

BLACK L'qKANSAS C

FOLLOW UPCLA SS.

N 0 A J%NA ~J

I~ ( A

- 19369 4 332, R A

PAG(E

ArrFPTA MEVER FIELD REVIEW

UN allL FAELýV -L AL- - - I . I I IIt of ATEC N r A 5155

14A Q

4.ý L) 4 _

BLACK * CH ENGINEERS-ARCHITECTSKANSAS MiY,~ISSOURI

FINDING ORG1GJJALNO. DIN

f 0370 4 3 15

TLN NESSLEEWATTS BAR

ii&V PFFINDINGS I

PROCESSING DATE'AUTHDRIIWFEAR PLANT

T 10520T SUPPLEMENT

______________ORIGINAL

STATUS FOLLOW UPDESCRIPTION PL 1Y CA DIN

- - -- --- ------------------- --- -----

RESTRAINT DRAWING 03B-2AFW-RL237REV. 1 HAS DESIGN LOAGS Of +5000 LBS

-AND 40DO~ LB THL-cOMp-UiER .....GENERATED DESIGN LOADS PER47Ei4Z7-512 REV. 0 IS +(300 LOS AND

FOLLOW UC LASS.S

N i A 5221 R A

FO0371 4333 RESTRAINT 47A450-3-67 HAS A DESIGN N C A 515? R ALOAD OF +760 LBS AND -660 LOS PERTHE TPIPE ANALYSIS. SEE DRAWING

_____47B427-513 RO. THE DESIGN LOAD ONTHE RESTRAINT DRAWING 1S +60 LBS AND-30 LBS.

F0372 '.319 IPIPE ANALYSIS PRINTOUT FOR PROBLEM T 0 A 5113 R A

________N3-3-4A LISTED LOADS IN Z DIRECTIONEQUAL 70 +4901 AND -60OOV FORRESTRAINT 03D-IAFW-R'37 AT JOINT

__________ 127..THE RESTRAINT DRAWING __ ________________

INDICATES LOAD VALUES OF +360N AND-3601. THE BILL OF MATERIALS ON THERESTRAINT DRAWING IS INCOMPLETE INTHAT IT ODOES NOT CALL OUT THESIZE Of THE SNUBBER. WITHOUT THE

________ ~lZE f~THE__SNUBBER THE RATED LOAD___________CANNOT BE DETERMINED ANI) RESTRAINTMAY OR MAY NOT FUNCTION AS ANALYZED

PAGE 119

-5700 LBS.

VrCH ENGINEERS-ARCHITECTS, MISSOURI

PROCESSING DATTENNESSEE IW AUTHORITYr6ATTS BAR ~EAR PLANT

AU&V PROJECT 10520-FINDINGS REPORT SUPPLEM4ENT

FINDING ORIGINALNo. D I N

F0373 41C62

DESCRIPTION

THERE IS NOSUPPORT.THEmce~ft va, 1ur

DOCUMENTATION TOOPERATING TEMPERATUREPILPE STRE4SSANALYSIS

-AHji fN AL-STATUS FOLLOW UP

PL TV CA DIN

V 0 A 1 5254

Of THERMAL EXPANSION. THE MAJORITYOf TEMPERATURES USED FOR THERMALAVALYSIS COarrESonDE H

TEMPERATURES ON IRE FLOW DIAGRAM.DURING THE REVIEW IT WAS NOTED.THATSOME PIPING WALS ANAA YL~E~TEMPERATURES INDICATED ON THEFLOW DIAGRAM.

ED 374 4334 REVIEW OF FIELD COMMENTS FOR V 0 A 5013 R ARESTRAINT 1-03B-78 REV. 903INDICATES STRUCTURAL MEMBERS HAVEBEENk R EDUCED TO 2"X2" TUBE FROM

~"X~ T~i~.THF ABILITY OF THERESTRAINT TO WITHSTAND THE DESIGNLOAD; BASED ON THE STRUCTURALCHANGESO SHOULD BE DEMONSTRATED.[ALSO SEE F09233

70U7 IN DOCUMENT CE3fi20810002; A MODELOF THE CONTAINMENT VESSEL IS

o CE LP~f~[ 23f MjASAý N1T1IN THE FSAR; SECTION 3.L.2.4; A 13MASS 1S IDENTIFIED AS THE ONE USEDFOR THE DYNAMIC SEISMIC ANALYSIS.THE DOCUMENT IS NOT IN COMPLIANCEWITH THE FSAR ALTHOUGH THE MODEL

ACCEPTABLE.

V R a I2

3LACKK AN SAS

FOLLOW UPCLASS.

R A

F 0502

PAGE

3LkEK WC" EN1GINEERS-ARCHITECTSKANSAS CTVY NI SS OURI

PROCESSING DATTEN~iESSEE qW AUTHORITY

k6ATTS 6AR EAR PLANTIA.V PROJECT 1052C

FINDINGS REPORT SUPPLEMIENT

FINDING ORIGINAL

NO. D0114

F0503 31C~5

DESCRIPTI ON

IN THE GENERATION Of FLOOR RESPONSESPECTRA FOR THE CONTAINMENT VESSEL-[C,"PUXEi-JOL- 1--1B/ QiI43I4~1TO 19:46 MiCROriLMED OH REEL 6771]THE EARTHQUAKE ACCELERATION TIME-nHizTBrIE ArE NO LSTED; NOR ARE

STATUS FOLLOW UPPL TY Ch DIN

NO0R' 5114

RESPONSE SPECTRA GENERATED FOR THESEINPUT MODTIONS. THUS THERE IS

----- - -ilI S &FrI TfLICII EAU LjjTAM-AMl -- I{"P U T_____ ____

MOTIONS ACTUALLY UJSED SATISFY FSARSECTION 3.7.2.1

F0504 3731

f D506 40-17

THE 5% MINIMUM ECCENTRICITYCOMMITTED TO IN FSAk SECTION3.7.2.1.1 FOR AXISYMI1ETRICSTRUCTURES WAS NOT CONSIDERED IN THEMODELING OF THE CONTAINMENTVESSEL[DOCUMENT CEB 820810002 R03 AND THEDEVELOPMENT Of FLOOR RESPONSEqPRCTARA. BARED ON THE TWA RESPONSE

N C A -5115

Of 11103182; THIS FINDING HAS BEENCoNif IRMED

NCR WBNCE3 8203 ADDRESSES THE V 0 'A 5097

EMBEDDED PLATES. THIS FINDING ISISSUED TO DOCUMENT THE FACT THATTHE WORK IS NOT YET COMPLETEDTO CLOSE OUT THE NCR. THE FINDINGWILL REMAIN "0" UNJTIL ACTION IS

FOLLOW UPCLASS.

R A

R A

PAGE

WCH ENGCINEERS-ARCHITECTS, -MISSOURI

TENNIESSEEW4ATTS BAR Nr

HLV PROJECTFINDINGS REPORT

PROCESSING DATEAUTHOR ITYAR PLANT10520SUPPLEMELN T

FIN DIN GNO.

ORIGINALORIGINAL

STATUSPL TY CADESCRIPTION

FOLLOW UPDIN

FOLLOW UPCLASS.

-- - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - -

10508 3554 CIVIL DESIGN STANDARD DS-C6.1 REV. 1 N 0 A "52 55 0l. 0

DOES NOr ADDRESS THE DESIGN OF THE_______ ~BASE PLATES. CEB REPORT 79-18 MAKES ______________

CERTAIN DESIGN RECOMFIEIDATIONS FORBASE PLATES BUT THEY WERE NOTINCLUDED IN THE DESIGN CRITERIA. WEWERE INFORMED BY TVA [INFORMALMEMORANDA3 THAT FLEXIBLE BASE PLATESARE DESIGNED USING "STRUDL".'ý"BASEPLATE"; ETC. AND RIGID BASEPLATES ARE DESIGNED USING BAP222.

F0511 39'.2 1IN THE REVIEW Of THE TPIPC ANALYSIS N 0 A 5223 0l. 0

S Of PROBLEM N3-3-IOA; IT HAS BEEN7.- NOTED THAT THE INPUT SPECTRA HAVE

NOT BEEN PROPERLY BROADENED ASREQUIIRED BY FSAR SECTION 3.7.2.9Two SPECIFIC TYPES OF PROBLEMSHAVE BEEN DETECTED. SHEET 2 SHOWSA COMPARISON OF THE "L4ROADENED"SPECTRUM USED IN THE TPIPE ANALYSISA6AINST, THE "ROUGH" SPECTRUMREPO RTED IN TEHE EDS REPORT ON THEAUXILIARY BUILDING SEISMIC ANALYSIS.

F10513 4365 IN THE PIPING ANALYSIS; SPECIFICALLY N '0 A 5 116 -k RA- _______

PROBLEM N3-3-3A, SEISMIC LOADS HAVEBEEN GENERATED THROUGH THE USE Of

44 SIMULTANEOUSLY IN DIFFERENT SEISMICZONES Of THE PIPING PROBLEM. AT

46 EACH FLOOR; DIFFERENT SFCCTRA ARE47 USED. FSAR SECTION 3.7.2 ONLY

44 PROVIDES FOR THE USL OF49 THE WORST SPECTRUM APPROPIATE TOso THE SYSTEM.

PAGE

BLACKIKAN SAS

0

0

3

0

BLACK( F~C1H EGINEERS-ARCHITECTSKANSAS C"T'Y, 1415SOURI

TE.NN'ES SEE VWATTS BARN E

IiC.V PROJFET

PRDESI'S ATE I 14AR PLANT10520



STATUSPL TV CADESCRIPTION

F0700 4038 HANfGER 03B-lAFW-R200 OAS NOT BEEN v o A 50 1 R AINSTALLED

10701 40L9 HANGER M47A427-4-1 HAS NOT BEEN v 0 A 5015 R A_______________ INSTALL.ED _________________

HANGER'W4A427-4-2 HAS NOT BEE-NINSTALLED

V 0 GA 5098

F0704 4201 HANGER 03B-1AFW-R100 OVERHEATED BEAM N 0 A 5224 R AWITH WELD 40-10" DIM IS 2`11"

_______ ____----_ADDED f." TUBE STEjj1ffANGER FORCONDUIT

3732 GROUT MISSING FROM SOME OF STANDARD V 0 .ýASUFPORTS FOR MISCELLANEOUSJN~iRTAT IQN PIPIJcG-UNDER

6ASEPLATES. THESE SUPP'O1TS ARE FIELDLOCATED. DWG NO 4IN315-2 R5

52Z5

HANGER 03B-1AFW-R231 ITEM 2 NOTWELDED ON INSIDE ITEM I NOT WELIpLDON EASE SIDE OF EMBEDMENT PLATE

Y 0 A 5099

FOLLOW UPDIN

FOLLOW UPCLASS.

A040

-FO 714

F0718 4271

54

55.

Rh 0

PAGE

PROCESS14G

V (H ENI~G NEER S-ARCHITIICTS2 MISSOURI

PROCESSING DATETENNESSEE Vý AUTHOR1TVkAT7S BAR NW1AR PLANT


3 _________ORIGINA L-__ ______________

4 FINDING DkIGI'4AL STATUS FOLLOW UP FOLLOW UP5 NO. t I N DESCRIPTION PL TI CEA DIN C L ASS.

7 F0719 4272 SUPPORT 47A-427-1-1 GROUT UNDER T 0' A '525S6 R ABlAS.EPLATES IS CRACKED AND CHIPPED

____ ~ LD4SE. DWG NO 48NIZ19-2 REV, 15 _____________

12

F1Q720 4041- GROUT MISSING FROM SOME OF STANDARD 1 0 A 51 R A

SUPPORTS FOR MISCELLANEOUSINSTRUMENTATION PIPING-UNDER BASEPLATES. SOME SUPPORTS ARE NOT CINCHANCHORED TO FLOOR. THESE SUPPORTSARE FIELD'LOCATED. DUG. NO.

__F [0 721 4042 PIESPPORT R69-NUI AT ORHWST T 0R 18CORNER OF BASE PLATE NOT TIGHTENEDDOWN-NO WASHER UNDER NUT-AT THIS

______________TIME DOUBLE NUT ON BOLTS. NEED TOGROUT UNDER BASE PLATE.DWG NO. 48N1219-2 REV 15

F0726 4193 HANGER 038-IAFW-R232 ANGLE OF ITEM N 0 A ý5016 R A_______ rl. ~IS 6 DEGREE 52@ GENERAL _______________

CONSTRUCTION SPECIFICATION NO. G-432.9.3 HAS * 2 DEGREE ALLOWABLE.

f 0 727 41,19 HANGER 03B-lAfgI-R97 5/8" U-BOLT USEDNOT TUBE STEEL & ANG~LES HANGER ISFREE TO SLIDE

TO0 A 5272

PAGE

3LACK tsKAN SAS

GROUT MISSING FROM SOME OF STANDARD

48N1219-2 REV 15

~J BLACK 1KANSAS tfTl

'H [N GINEERS-ARCHITECTSMISSOURI

PROCESSING DATETENNESSEE V A U THORITYiýATTS BAR '~ A k PLANT

bFLV PROJECT 10520FINDINGS REPOR'T.SUPPLEMENT

NO. D I

50U732 i414

14A L STATUS FOLLOW UP

LESCRIP1ION PL TV CA DIN

FOLLOW UPC LA SS.

HANGER D30-IAFW-RI09 51B- U-BOLT V 0 A 5017 R AUSED NOT TUBE STEEL & ANGLES.HANGER IS FRE-E TOSLIDE________________

4C45 HANGER 039-1AFW-R174 _________ 01 A 5159

4--2 118 -DIM IS 69-0"; 5--0" DIMIS V'-10"; 7531-3" ELEVATION IS

(J -. Ifl* C L" T m

STEEL

FO0734 4335 HANGER 038-lAFW-Rl&7 COTTER PINS V 0 5018 R A14ISSING AT LOWER END ATTACHMENT

4202 HANGER 038-lAS W-Rl50 ITEM 1. ANGLES y 5100 R A

8 DEGREE 21. IN EASI/WEST DIRECTION _______

F077 4O3 HANGER 038-1AfbI-R515 ITEM 1. _[HANGER ROD] HAS NOT BEEN INSTALLED

T 0 A 5019

42C HI6R -0339-l-A Fh- R2-33, LOCA 11ON PLANREQUIRES DIMENSIONA1L REVISIONSF-01 1121' TO BE REVISLD TO L3'-6"AND 1'-11" TG BE REVISE TO 6" ITEM1. CHANGER ROD] ANGLES 6 DEGREE It'IN UP/bDWN DIRECTO

I31

FO0733

27

28

37

F 0 736

F,0 41 N 0 A 52 R A

PAGE

B LACK *8 01 EN GINEERS-ARCHITLCTSKANSAS CTY*l MISSOURI

TI1NESSEE AUTHORITYiwAFTS BAR WJ~EAR PLANT

F114DINGS REPORT SUPPLEMENT

PROCESSING DATE

FINDING ORIGINAL

NO. DIN

10742 4336

STATUS FOLLOW UPDESCRIP71ON FL 'TV CA DIN

-- - - - -- - -- - - -- ------------- - -----

HANGER 474427-2-2 NEEDS TO BEREVISED PER FCRH-8382 ADD PIPE LUGSryiTis 01 Awnh laFVIE D1iMENSIONI

N 0 A 5160

FOLLOW UPCLASS.

62 9 112" TO 7' 8"

6 F0 746 4121 HANGER 47A427-2-28 DRAWING NEEDS TO Y R A 5227 R A7 BE CHANGED TO REFLECT THE AS BUILT9 HANGER

'2

'~T0747 4336 BOX ANCHOR HANGER 85M47A060-3-3 N 0 A 5228 R A'5 ~ 10O'0"'DIMENSION IS 6*-6" ADDED

BRACE PLATES [ALSO SEE f08593!7

42 t 0748 12 2 HANGER-BOX' ANCHOR 65M47A060-3-6 Y :0 A 5020 R A

33SUPPORTS ATTACHING BETWEEN BOX _________________

34 ANCHOR AND CONCRETE AT COLUMN ROW S35 HAS NOT BEEN INSTALLED

37

38

49

11 F749 4207 HANGER 03B-lAFW-R1Z ITEM 1. Y 0 A 5161 R A

42 [HANGER ROD] HAS 14OT EiEEN INSTALLED43

~J0751 4051 -HANGER 038-lAfW-R.11( THE INSIDE WELD-BETWEEN ITEMS 2 L 3 HAS NOT BEENMADE. ON ]HE DRAWING THi ELEVATIONi1- LOOKING EAST-NOT SOUUT1

PAGE 26

Y R A 5116 R A

i970

3LACK OWCH ENGINEERS-ARCHITECTSKANSAS CiTY, MISSOURfI

PROCESS12.d; DATETENNESSEE 4W AUTHON17YWATTS BAR N EAR PLA14T

r.r Af14f


__________ _____ - ~OR IGISiAL - ______

4 INDIlJG ORIGINAL STATUS FOLLOW ur FOLLOW UP

5 NO. DIN DESCRIPTION PL TY CA DIN CLASS.

7 10753 4205 HANGER 03B-1AFW-RI20 HANGER TAG T R B 5229 R aAND DRAWING NUMBER SHOULD READ

"3-AEW-R1ZO --NoLQIB-AFW-8120

13

'~ 1oj5~ 433~ HANGER 039-1AL9-Y207 V-7 314- N C A -5162 RA_ _________________

16 DINENSION IS 71-3 51817

18

191

F 07W7 4320

F0758 42

HANGER 03a-lAFW-R227 MORE STEELBiRACING THAN SHOWN ON DRAWING

N 0 A 5257 RA 0

LALSO SEE ru.3ooa

PORTION OF CONCRETE WALL BEHIND v 0 A 5021 R ACINCH ANCHORED PLATE CLOSEST TOREACTOR CL FOR HANGER 27 HAS BEEN

C~iP~b.REFER TO D66 4SN955-3REV. 2 FORt LOCATION Of WALL THATPLATE 1S ATTAHCED TO.

FD759 426~9 DRAWING 47W427-2 NEEDS TO BEREVISED TO REFLECT CHANGES IN

N 0 A 5230

COND. LINE FROM 31 0" LAST Of A3 TOSLEEVE IN FLOOR AT ELEV. 713-0"

F07tO 4535 HANGER 39 @ ALP1ITH 216 DEGREE-3L'AND_ EL EV AT ION 729-11l 7/16" ON CnANEWALL HAS 1 BOLT MISSING AND 3DOLTS LOCSE ENOUGH 70 TURN 3Y HAND'ONPL.ATES-CijNCH ANCHIORED2 TO WALL.

Y10 A 5022

R A

Rt 1

PAGE

FrIN EhGINIEERS-ARCHITECTS9MlSSOURI

TENNESSEEWWATTS bAR W

PROCESSING DAYA U THO0R 1iTYAR PLANT


ORIGINAL______________

4 FINDING ORIGINAL STATUS FOLLOW UP FOLLOW UP

5 NO. D.1I!J DESCRIPTION PL TV CA DIN CLA SS .6 - -- - ----------------------

F0762 4.054 THE DRAIN LINES FOR THE AUXILIARY V 0 A 5119 R AFEEDWATER MO7OR DRIVEN PUMPS HAVESUPPORTS ATTACHED-O TILHEM BUT THESE _________________

10 SUPPORTS ARE NOT ANCHORED TO THE

:111 STRUCTURAL FLOOR.

E-0763 4055 HANGER 038-IAFW-RZ02 REVISED HANGER N C A 5163 R A

.F0764 4056 HANGER-ANCHOR 65M47AG60-3-1 BRACE V 0 A 5231 R A

RUNS FROM HANGER DOWN TO THE WALLNOT, UP.

FO 767 434fl HANGER 033-2AFW-R3 ITEM 3; 4 9 5 NOTUSED-REPLACED WITH EMBEDMENT PLATE96-0" DIMENSION IS 10'-5"

N C A 56 RA

13

48

49

4057 HANGER 459 2 AZMITH 193 DEGREE-230 V 0 A 5023 _ RAAND ELEVATION 754'-7" ON CRANE WALLHAS GROUT MISSING FROM UNDER BASEPLATESANCHORED TO WALL BY PHILLIPSCONCRETE ANCHORS-HANGER NUMBER IS1-03A-459 HANGER LOCEATED ONFEEDWATEk LINE____ ______ ___________

3LACKKANSAS

PAGE

57-1 __

R A

3LACK IC ENGINEERS-ARCHITECTS TLNdLSSEE AUTH3RITl PRDCESSIN5 DATE4

KANSAS tY, MI1SSOURI WAITS BAR IO EAR PLAN4TI&V PROJECT 10520

FINDINGS REPORT SUPPLEMENIT

3 ______ ____ ORIGINAL________

4 FINLOJNG ORIGINAL STATUS FOLLOW UP FOLLOW UPNO. DINi DESCRIPTION PL TY CA DIN CLASS.

7 0770 4056 HANGER NUMBER 406 WHICH IS PARTIALLY y 0o 5024 R AINSTALLED HAS GROUT MISSING FROM

----UNDER bASE.PLATE. HANGER LOCATED.______________10 ON STEA14 GENERAlOR L(J(JP 2. FULL

HANGER NUMBER IS 1-03A-406.

13

7 F0772 4211 HANGER D33-2AFW-RZ19 ANGLE Of RISER V 0 A 5101 R A14 CLAMP WAS 30 DEGREE 15 NOW 22 DEGREE19 45#

21

22

23

24

25 10773 4212 HANGER 038-lAFW-Rl84 ROD ANGLES V 0 ''A 5025 R A26 4 DEGREES 38' COTTER PINS ARE27 MISSING G~ER CONSTRUCTION ________________

24 SPECIFICATION NO 6-43 2.9.3 ANGLES29 HAVE 2 DEGREE ALLOWABLE

31

32

34

35 0 774 4141 HANGER 03a3-1AFW-R156 COTTER PIN Y 0 A 5165 R A36 MISSING

37

38

40

44

42 F 0_75 4341 HANGER 03B-1AFW-R1l& N C. A 5273 R A43 HANGER IS LOOSE ON PIPE EMBEDMENT

44 PLATE USED45

46

47

46

49

50 F10776 4194 HANGER 038-1AFW-R19l ENV ATTACHMENTS N 0 A 5258 R AATNjLARE 1hOTATEL' 9C DGE ____

52 COTTER PINS MISSING

54

56 PAGE

/34.

29

Vr~i ENGI NEERS-ARCHIILCTS,MISSOURI

PROCESSINS LDAFI EN4ESS EE AUTHDRI TYioATTS BAR W AR PLANT

Agu Ppnj~rT InS3.1f


3_________ ORIGINAL,______________________

4 FINDING ORIGINAL STATUS FOLLOW UP FOLLOW UP5 No. DI q DESCRIPTION PL TY CA DIN CLASS.

7 0777 3947 HANGER 036-lArhJ-V199 HANGER HAS NOT Y 0 A- 5026 R A8 BEEN INSTALLED EXCEPT FOR SHEAR LUGS

9 ARE. WELDED TO PIPE _______________

13

14

15 F0778 3817 HANGER 45MI.A427-3-2. HANGER HAS NOT V 0 A ' 5027 R A16 BEEN INSTALLEDW7

19

219

22? f F0 3fi8 HANGER B5M47A427-3-4; HANGER HAS NOT V 0 A 5028 R A23 BEEN INSTALLED

251

F0780 3819 HANGER 85M47A427-3-5; HANGER HAS NOT V 0 ABEEN INSTALLED

(0761 4195 HANGER 03t3-lAfW-Rl4 INSTALLED HANGER V 0 A 5029 R AAGREES WITH THE DRAWING BUT DRAWINGHAS V61D MARKED ON IT. HANGER

________---- ___ DESN*T SHOW ON PIPING ISOMETRIC _________ _______________

859147W427-2 06.

FO~ 17 AGR03B-2ArW-R222 BRACE HAS NOT Y R A 5259BEEN INSIALLI.D

PAGE

3LhCKKAN SAS

5166 R A

541

551

JFCl EN GI Ph ER S-ARCH ITE ITS, 4IIsSOUR I

DIN

4.1,42

A LDESCRIPT

PR3CESSING DATETEN~4ESSLE VV AT~RTWATTS BAR N~EA R PLANT

13gy rROJECT 10520FINDINGS REPORT SUPPLEMENT


ion PL TY CA DIN

HANGER 03B-2AFW-R223 ITEM 7 ISWELDED TO E14BEDMENT PLATE-DID NOTUSE CONCRETE FASTENERS. LOCATION OfHANGER 15 1'-8" EAST Of COLUMN NOWAlO

N C :A t5 6

F0784 43,43 HANGER 038-1AFW-R2 WELDED TO N C A 5165 R AEMBEDMENT PLATE-DID NOT USE CONCRETEFASTENERS 20-6m DIMEN4SION IS

F0785 4' 4

S0 78b6 41 9

HANGER 03a-lArW-RCO5 LUGS NOT V 0 A 5030 AINSTALLED ON PIPE I7EM 2 NOT WELDED _______________

ON INSIDE

i HANGER 038-IArW-RE HANGER INSTALLED Y 0 A 5 03 -R A A-AGREES 41TH4 THE DRAWING EXCEPT NOCOTTER PIN INSTALLED DRAWING HASVOID STAMPED ON IT. HANGER DOESN'TSHOW ON PIPINiG ISOMETRIC655MWid.-2O6. ______________________

.07 4,142 HANGER__03B-1AFW-R9 TWOLUGS NOTINSTALLED

Y 0 A 5032

4213, HANGER 030-lAFW-Ril 14AN(,E HAS NO0TBEEN INSTALLED

N C A 5169 R A

PAGE 31

BLACK 6KAN SAS

FINbINGNO-

S0 783

FOLLOol UPCLASS.

NM

44

o 788

54

55

R A

FfCII EN GINEERS-ARCHI TECETS,MISSOURI

PROCESS AM AT E@2 / B84TENNESSEE AUTHORITYWUATTS BAR *EAR PLANT

B&V PRJC 10520FINDINGS REPORT SUPPLEMENT

_________________ ORZ 6fi!NA L

ORIGINALD I DE SCRIPTITON


FOLLOW UPCLASS.

(0O789 3s2o HANGERW033-lAFW-Rl2; HANGER HAS NOT V 0 A 5033 R ABEEN INSTALLED

F0790 38Z21 HANGER D33-1AFW-RIBi TOP PART OF V 0 A 5034, R AHANGER HAS NOT BEEN INSTALLED-----

HANGER 03B-1AFW-R19 H.ANGER HAS NOTBEEN INSTALLED

V 0 A 5035

?8 FO79Z 3B22 HfANGER 039-1AFW-R20; HANGER HAS NOT V 0A 5036 RA

?9 BEEN INSTALLED

32

34

35 F0793 4321 HANGER 038-1AFW-R25 LOOSE CONCRETE V 0 A 5120 R A36 BEHIND BASE PLATE WITH ANCHOR DOLTS

N C A 5170 RA

DIMENSION IS *-'. 3/6-; 5DIM4ENSION IS 10-10" ITEMWELDED ON INSIDE __

PAGE

BLACK IK A14SA S

F INDoINGNO.

F 0791 4.214

39

l0

61

62

r ýnl. /.,Tir HANGER 03a-IAFW-RZ6 99-Z 3/8" N C A 5170 R A

PROCESSING

3LACK OWCH E14GINEERS-ARCH17EECTSKANSAS CITY* IMISSOURI

PROCESSING DATETENNESSEE VWAUTHORITYWAITS BAR N ER PLANT

iILU PROJECT 10520


FINDII46 ORIGINALNO. E)I N

F080D 4DE5

DESCRIPTION-- - - - - - - - - - - - - ----------

REFERENCE TABLE 3.9-25 FSAR

kA6MEPLATES O1N REACTOR NOV &D 1A2-A

-fOR VALVES FV-16:

1-ICV-3-116B; I-FCV-3-136A AND

1-FCV-3-1368 AND NAMEPLATES ON

REACTOR wMDV nQ 107- FO AV


PL TV CA DIN

Y R 1B

1 -FCV-3-1 26A1 I-FC V-3-1 26B;I-FCV-3-179A AND 1-FCV-3-179B

GIVEN IN TABLE 3-9-25 Of THE FSAR.[ALSO SEE F0120J

f0o1o 4 76 7 TIME DELAY RELAYS iSG; 2SG; 350___________AND t.SG DO NOT HAVE THEIR TIME

N 0 A 5102

SETTINGS SHOWN ON THE SCHEMATICS.FIELD INSPECTION Or RELAYSDETERMINED THAT NO SETTINGS HAVEBEEN MADE REV WIRING DIAGRAMS45N600-3-3 REV. 2 AND 4.5N600-3-4REV. 2 [SEE F0126J

4275 COMMON CONNECTION FOR RED AND

42 15

GREEN INDICATING LIGHT NOTIDENTIFIED ON REFERENCE 4581769-2AR5. FIELD WIRING NOT IN ACCORDANCEWITH WIiRING DIAGRAM. FIELD WIRINGHAS COMMON CONNECTICN TAGGED ''

AUkILIARY RELAYS SHOWN ON WIRINGDIAGRAMS &HE NOTSH(AWN ONSCHE.MATIC 45w.760-3-4 k6 AND45W760-3-3 Rt. THESE RELAYS AREACTUALLYV INSTALLED AND EXIST WITHNiTHE MEE CUBICLE. SERVlhO THE VALVES.ACTUAL FIELD WJIRING DOES NOT AGREEWITHTHE SCHEMATIC DIAGRAM.

V A a 5037

FOLLOW UPCLA SS

R A

FEDU02_ R B

45

46

49

Oso51

52

C)5354

55.

sr,57

u~ 0 A 5103 R A

PAGE

Y R B 5037

5232

PRDCESSIN& DATE

KANSAS CITY, 'iISSOURl WAuTTS BAR NoIc-LLIII AN

/ 8E~~~~~~~~~BV PROJECT 10520 __________________

FINDINGS REPORTSUPPLEMENT

4 FINDING ORIG14IAL STATUS FOLLOW UP FOLLOW UP

9 NO. DIN DESCRIPTION PL TV CA DIN C LASS .

F0804 42 61 COMMON CONNECTION FOR RED VRB -53

AND GREEN INDICATING LIGHTS FOR

MOV I-FCY-3-116A STARTER IS_________________10 IDENTIFIED AS (.21 ON WIRING

It DIAGRAM 45VI767-20 R6. THIS WIRE12 IS ACTUALLY CONNECTED To POINT [I]I13

14

15

ý'j F0005 4346 REFERENCE DWG 45W760-3-1 R4 TRANSFER Y R a 5039 R B

POWER SOURCE TO EMERGENCY POWERSOURCE 'IS SHOWN CONNECTED SO THATTHE NEGATIVE POLARITY IS REVERSEDFROM ACTUAL WIRING. ACTUAL WIRINGDOES NOT AGREE WITH THE WIRING SHOWN

ON OWG& A5i76O-3-1 R4..

F0606 42611 DRAWING 45WI769-5 R3;1-Vs-w29Z-B'6-8* CONNECTION AT1-H54- 179A/D ON WIRING DIAGRAMIS TAGGED 3AG. TAG SHOULD BE 3AQWHICH WOULD AGREE WITH ACTUALFIELD WIRING.

JFO807 421t LAbLL~ NUI ID~LI.LU MAIn L4.LVA~AUI*

COLOR CDDE. REF WIRING DIAGRAMS4561769-3A R7 [1V296383 AND REFWIRING DIAGRAMS 45BI769-2A R5(1A3913 AND IVZ94413J

- 0 A ~2Afl

I II P.- - - ~ a a

44I -

PAGE

. a r 17 A n6 CABLES NOT TACGLD WIuH uxvAaAun

TLN4ESSEl. AUTHORITY3LACK OWCH ENGINEERS-ARCHITECIS

3 .LACK W TCH E14GINEERS-A RCHITE CTS-KANSAS CITY, 'iISSOURI

PRDCESSIN~i DATTENNESSEE AUTNOR ITYWiAITS UAR W EAR PLA14T

LiKV PRnJip2T lnS'O


ORIGINAL.

FINDING DRIG1'dAL

NO- DIN

STATUSPL TY CADES CRIPTI ON

FOLLOW UP FOLLOW UPDIN CLASS.

7 F 0 O01 3923 INSTALLATION Of THE TURBINE-DRIVCN V 0 R 52 A8 AFW PUMP IS NOT YET COMPLETE.9 NS5ALATýION OF ASSOCIATED18 INSTRUMENTATION AND CONTROL IS

II COMPLETE BUT NOT YET CALIBRATED1.2 NOR TESTED.

14

16

8E FOlE9 42 17 FSAR SUBSECTION 6.3.1.4.5; ITEM T R B 5261 A a3I~q B-16 OF THE ELECTRICAL CHECKLIST;

2C IDENTIFIES CABLE MARKING21 ____ EQU IRE MENTS . ASSOCIATED WITH THE A ________________

22 TRAI1N Of THE AUX fEEDW~ATER SYSTEM23 IS A HYDRAULIC ACTUATOR; EQUIPMENT24 IDENTI FICATION NUMBER 1-PCV-3-122A.25 INSIDE'THE ACTUATOR CABINET TWO26 EXTERNAL CIRCUITS WERE OBSERVED.

21 __________________________________

28

30

10610 39Z4 LOCAL PANEL I-L-361: THE BACK COVER v 0 A 5262- -KLDTHE D-EjýIES FM-3-tI2 WAS ____________

NOT INSTALLED AND LEFT INSIDE THEPANEL. ALSO; SOME TAGS ARE NOT TIED

___ ___TO THEIR ASSOCIATED DEVICES ANDLEFT INSIDE THE PANEL INA PLASTIC BAG.

R A

Fuf~11 '4Z1~ E UXILIARY CON4TROL ROOM PANEL Y 0 A 5263 R A1-E-11A: TRANSFERS61ITCH XS-3-164 ______

HAS MISSING TAG. ALS&i LM-3-172AND LM-3-175 ARE NOT INSTALLED IN

_____ ~~~THIS PANEL. __________________

PAGE

:I_

.H ENGINEERS-ARCH! TECT S.41 SS OUR I

PROCESSING DATETEN~NESSEE VW AUTHDRITV6ATTS bAR A R PLANT

L&V FROJECT 10520


FINDING ORlG1l4ALNO. D IN

ro 812 4219

_____________ _________________ ORIGINAL,STATUS FOLLOW UP

DESCRIPTION PL TY CA DIN--------- --------------------

AUXILIARY CONTROL ROOMi PANEL ,

1-L-I1B: TRANSFER S61ITCHES XS-3-132;X~-31f.BAND XS-13-i11i USED

IMPROPER TAGS; THE COLOR IS NOTBROWN (FOR TRAIN b IDENTIFICATION]AND THE TRAIN B SYMBOL IS MISSING-DEVICES LM-3-173 AND LM-3-174 ARENOT INSTALLED IN THIS PANEL* SEEDRAWING 47W600--60*

YTO A 5264

F 0E-15 414.5

F 08 16

65M47W427-ZO5 PIPING ISOMETRIC Y 0 A 52t33

TEMPORARY HANGER STILL INSTALLED

4276 85M1.7h427-205 PIPING ISOMETRICLOOSE HANGER CLAMP Oft PIPE WITH

fob17 4 Z77

44 Fob318 4 '17 8

Y 0 A 5171

65M47W427-205 PIPING ISOMETRIC Y 0 A 5172 R ALOOSE HANGER CLAMP ON PIPE WITHNO ROD AND NUMBER

65MI.7W427-206 PIPINC ISOMETRICLOOSE HANGER CLAMP NWI-TH-NO0ROD AND NUMBER

T o A 5173

FOO19 4197HANGER 035-lAfi~-R24 HITS TRAYSUPPORT___

N4 0 A 5i34

3LA EKKAN SAS

F-UOLL (JWUCLA SS.

R A

RA

PAGE

3LftCK4 C ElNGINEERS-ARCHITEETSKANSA VMI S sOUR I

FINDlNG ORIGINALNO. D 1N

TLN'JESSLEWAITS [JAR

PROCESSING DATErAUTHOR17TTEAR PLANT

I3&V PROJECT 10520FINDINGS REPORT SUPPLEMENT

__________ _________ORIGINALSTATUS FOLLOW UP

bESCR.IPTION PLITY CA DINFOLLOW UP

CLASS.

F08320 4146 85M47W427-206 PIPING ISOMETRIC Y 0. 8 .5174 R BTEMPORARY HANGER STILL INSTALLED AT

____ ~~~THE TOP OF A SLEEVE __________________ ____________________

HANGER 03B-IAFW-R52 SHT 1 & 2REV. 901 FORWiARD SRACKETS FOR BOTHITEM NO. 1S WELDJED ALL AROUND TO A1 114" THICK PL WHICH IS PART OF A

A,, 5175

PROTECTIVE DEVICE WHICH IS BOLTEDTO WAL ,L rPD HAS NO LEGIBLE NUMBER3

_______ ~~ITEMSNO._2;_3;_&4_NOTINSTALLED___ ________________

F 0 i24- 3 9L-3 HANGER__038-1AFW-R061 SHT 1L2 REV 901ITEMS NO. 19Z NOT INSTALLED

V 0 A ,5040

HANGER 03B-IAFW-R66 SHlT 112 GROUTAND ITEMS No. 3; 4; 5; 6; 9 &. NOTINSTALLFD

Y 0 A 5041

f 0 , 1;6

51

52

3 C 2

3625

HANGER 339-lAFW-R67 SHT 1L2; HANGER Y 0 ANOT INSTALLED

F0 8 Z1 _42.79

436LZ

57

5043

H&NGER 033-1AFhI-R68 SHT 112; HANGER Y 0 ANOT INSTALLED

5044, -R-A7

PAGE

f 5 -ý 2-5- -

37

3L~kE C11 NGIINEEkS-kRCHITELTSKANSAS WC~ MISSOURI

PROCESSING DATTEN'dESSEE W AUTHOýIllwATTS CAR ~1EAR PLANT

0. nonl S r 1A !) A


3 ____ ________________ ______ ORIGINAL ________________

.4 FIND~ING DR1I1NAL STATUS FOLLOW U P FOLL0ol UP5 D1.1 DESCRIPTIDI4 PL TV CA DIN CLASS.

7 F0826 3BZ6 038-IAFW-RO69 SHI 192 REV 901 V .0 A' 5045 R A8 iTEM NO. 4 [ANCHOR DO0LTS] NOT-

___ TIGHTENEDANDGROUTNOTINSTALLED

12

93

14

15 F0629 408~7 HANGE R 030-lAfW-R71 SHT 1 HANGER NOT V 0 -A 50R A16 INSTALLED

19

fo 38i 7 03B-1AFW-R72 SHT 1&2 REV 1;HANGER NOT INSTALLED

V 0 A 5046

IF0831 4085 HANGER 03B-1AFU-V73 SHT 1&2 HANGER

3 F0,32 3EZS37

HAPJ~FA fl~-1AFhI-R7L SIT 1L~ RPV 1 V 0 A 5047HANGER-NOT INSTALLED

F0633 4063 HANGER 33B-!AFW-R75 SHT 192 REV 1END ATTACHMEN4T NOT INSTALLED INFORWARDBRACKET._FIN IN FORWARDBRACKET MISSING ONE COllE-R PIN

V 0 . A;, ý,ýý4

49

Qso51

52 P0834- 3C)53

54

55

5s

57

' A-NGEfR 3-AIR7 SilT 12REV1HANGER NOT 11.STALLLL

V 0 A 5235

R A

Y--0 A 564 .h .-- 1-

PAGE

NOT INSTAlfirD

PrCH E.NGINkERS-ARCHITUCTS4 ISS0UR(I

TENNESSELE Vý AUTHORITYWATTS 13AR NWMEAR PLANT

EkV PROJECT 10520FINDINGS REPORT

PROCESSING DATE

SUPPLE H EN T

ORIGINALSTATUS

PL TY CADESCRIPTION

HANGER 03B-iAFW-V78 SHT 192 REV 1HANGER NOT IkSTALLED

HANGER 033-1AFW-R79 SHT 1 REV 2HANGER NOT INSTiAILED

T 0 A' 5050 R A

1 0 A 5051

HANGER 03B-IAFW-VBO S147 1 REV IHANGER NOT INSTALLED

1 0 A ' : 5052

HANGER D3a-IAFW-Rbl SHT 1 REV 1 T 0 A 5053 R RAHANGER NOT INSTALLED

HANGER 030-1AfW-RB2 SHT 192 REV 1 T 0 A 5054HANGER NOT INSTALLED

I4AN~FR fl3~-1AFh~-RH3 SlAT L2&3 1 0 A 5055 h AREV 904; HANGER NOT INSTALLED

HANGER 03El-lAfbI-RL. SHT 1 REV 2 Y 0 A 5056HANGER NOT INSTALLED

PAGE

FOLLOW UPDIN

FOLLOW UPCLASS.

R A_

------------

3L&CK 91 A ENGINEERS-ARCHITECTSKANSIAS MI¶~ t4SSOURI

PRDCESSINS )ATEIEN6VESSEE VIN AUTHORITYWATTS BAR N AR PLANT

BLV PROJECT 10520FINDINGS REPORT SUPPLEMENlT

FINDING ORIGIYdALNO. D IN

V.0 843 4145 BF

DESCRIP1I


ON PL TV CA DIN

HANGER 033-1AFW-R3 REVISED HANGER T U ~A HR

12

13 F0845 4368 HANGER:03B-IAFW-R91 SHT 192 REV. I N t A 57 R A

14 HANGER SEALED IN A PROTECTIVE1,DEVICE CANNOT CONFIRM INSTALLATION. .......______ _________

'a ELEVATION LOOKING NORTH SHOULD17 READ ELEVATION LOOKING WEST.

16

19

21

22

23 FO C47 40O1 HANGER BOX ANCHOR 85M47A06O ITEMS V 0 A 5265 R A24 4; 5; t AND EXISTING C8X11.5 HAS NOT?5 BEEN INSTALLED

26

27

20

31 10848 3945 HANGER 03B-IAFW-V215 SHT 192 REV. 1. V R A 5236: R A932 HANGER DWG NEEDS TO DE REVISED PER

31 ~ ~ ~ ~ ~ F~ 7988IY . FR~. H-7988 NEEDS TO BE _______________

34 REVISED AS FOLLOWS; THE DIAGONAL35 VERT. BRACE [ITEM NO 6 4"X4"1I/2"J36 IS FILLET WELDED ALL AROUND AT37 EL IS50 7" TO AN EMB THAT IS FLUSH30 WITH THE WALL NOT PORTRUDING FROM39 THE WALL AS INDICATED ON THE FCR. _________________

4 c

42

.F0 850

F 0853

4-3--2 HANGER 85M47A427-3-3 REVISED HANGER V 0 A' 5237

FOLLOW uPCLASS.

4151 ____HANGER O3B-lAFW-R&-36 SHT 1; 2 & 3 N C A 5178REV. 1 HANGER DWG NLE-ES TO BEREVISED PER SK-1029-3

V 0 .1 ". 505 1 R 0%

WCH EKGI NEERS-ARCHiTLLI S, ISSOJRI

PRDCESSING DATEIEN'4ESSEE V ATORTWATTS BAR N EA R PL1kNT

R3EV PROJECT 10520FINDINGS REPORT SUPPLEMENT

FINDING ORIG1MAL

NO. DI1N

FO 6S4 4O01

DE SCR FTITON

HANGER 47A427-7-3 SHT 1 REV 2 HANGERNOT INSTALLED

F0E55 4347 HANGER 03B-IFAhI-VS6 SHT 1&2 HANGERCl IS ILOCATED 8 112- FARTHER SOUTH

N C A 57

THAN DWG INDICATES

FOE56 4152 85M47W427-2OO PIPING ISOMETRIC Y 0 A 5122 R ATEMPORARY HANGER STILL I1NSTALLED

F 0 1357 4ZE E5M47ha427-200 PIPING ISOMETRIC Y R 0 5177 R BSLEEVE NOT REQUIRED

T F) 58 -42L- fl~ML7UL~7~~A(3 PIP INC. 1~AMCTA ir V A A S23B R 1HANGER NUMBERS 036-1AFW-R'iB 9 R49ON THE DRAWING NEED TO BEINTERCHANGED __________ ___ ________________

B35 5M47W427-2O1 PIPING ISOMETRIC N 0 A 523921-3" DI1MENSION IS 5'-9"* AND 10'-D@'DIMENSION IS 61-b" [ALSO SEE FC,747J

3LACY IKA4 SAS

ORIGINALSTATUS

PL TY CAFOLLOW UP

DIN

1 0 A

FOLLW UPCLASS.

KR 1

54

I 0L59

50

51

52

Q5354

35

575PAGE

508 RA 1

3LAC ~@ H ENGINEERS-ARCHITECTS TEN4dSSE NP AUTHOITYPAOESSN& AT

KANSAS CITY, MISSOURI WATTS DAR N EA R PLANT________________ B&V F, EC 10520 -__

I ~FINDINGS REPORT SUPPLEME14T

3______________ ORIGINAL ______

4 FINDING ORIGINAL STATUS FOLLOW UP FOLLOW UP

No. E) . DESCRIPT1ON PL. TV CA. DIN ECLA SS

7 0O60 4198 85M47M427-201 PIPING ISOMETRIC 10 A 5123 R ATEMPORARY HANGER SUPPORTING OTHERPIPE STILL INSTALLE

12

13

' F 0662 1_4199 85pq47W427-201 PIPING ISOMETRIC T A~ 5180 R A

'4TEMPORARY HANGER STILL INSTALLED ATis THE EDGE Of A SLEEVE

19

20

22

23 FI0&63 4065 85M1.7W427-201 PIPING ISOMETRIC PIPE V 0 A 5124 R A24 RESIING ON W6X6 112" DEEP STEEL25 HANGER FOR DUCTWORK [TYPICAL BOTH20 PIPES]

28

29

30

31

32 F0664 4154 85M47W427-201 PIPING ISOMETRIC V 0 A 5181 R A

33____ 3 BOLTS MISSING FROM FLANGE______34

35

36

38

39 .10165 4330 -85M47W427-201 PIPING ISOMETRIC V R B 5240 R B_____ ________

40 HANGER 03B-IAW-R207 ON THE DRAWING41 SHOULD BE CHANGED TO READ42 0301IAFW-V&07 __________________

44

44

404

474

48 F0E66 4221 85m47w427-2O1 PIPING ISOMETRIC V R B 5241 R _ ___B

40 HANGER 47A060-3-6 ON, THE DRA$WINGSHOULD BE CHANGED TO READ 47AQ60-3-3

52

53

56 PAGE

PFEH ENGINEERS-ARCHITECTSM41SSOURI WAl

lESSIEE VAU AUTORITYTS BAR NMDorAR PLANTF3LU PROJECT 10520

PROCESSINGS DATE


FINDING ORIGINALNo. DIN

F01367 3837

D E SCR IPT ION

65MO7W427-2O1 PIPING ISOMETRICPIPING HAS NOT BEEN INSULATED REF TO-NO TE 4 __

_ORIGINALSTATUS FOLLOW UP

PL TV CA DIN

V 0 A 5125

FOL68 4222 HANGER 1-03a-1 SW! 1L2 REV. 901 N -0 A 5126 _R A _______ ________

HANGER Mar INISTALLED

F0C9 492 85M(.7WI27-200OPIP1ING ISOMETRIC V 0 A 5127 A-PIPING HAS NOT BEEN INSULATED REFTO NOTE 4

:01 FOL70 39493'

UAAJr~a 1-fl~fl-~ ~uT I 7 I~ ~ AFV... Qi~ V

HANGER NOT INSTALLED

3 3 i~___

34

HANGER 1-038-5 SHT 1 REV. 903HANGER NOT INSTALLED

V 0 A '5060

FOEC73 3951 HANGER 1-038-35 SHlT 1 REV. 902HANGERNOT i.NSTALLED ------ __

V 0 A 5061

UlsI; 0174 40931 HANGER__1-03A-445 SlIT 1 REV 903

- IS? HANGERs NOT INSTALLED

5I4I _________________ _________

57L

V _0 A ___5062

PAGE

9LACKKANSAS

FOLLOWi UPCLASS.

fl A 5050

R A

R A

f.0 1; 71 3950

BLACK &I H E14GINEERS-ARLHITECTSKANSAS CI~v MISSOURI

PROCESSING DATETEN4ESSEE Vq AUTHDRITYh6AITS EjAR 4 A R PLANT

.ViU DanE4BfT IA 2f


4 FINDI.NG DRIGIYAL STATUS FOLLOW UP FOLLOW UP5 NO. D I N DESCRIPTION PL TV CA DIN C LASS .6 - ------- - - - -

7 FOE75 4349 HANGER 1-03A-4.47 SHT 1; 2 &. 3 V 0' -A '5242 RA 08 REV. 903 HANGER NO0T INSTALLED

10

12

13

14 F0876 4094 HANGER 1-03A-452 SHT 1&2 REV 902 1 0 A 50163 R A______ HANGER NOT INSTALLED

46

17

18

19 ' 7

20

21 FO&7? 42&3 HANGER 1-0'3A-4.56 SHT 1; 2; 3 &. V 0. A SIZ8 R A22 REV. 903 59-1" DIM4ENSION Itd THE23 "LOCATION PLAN" VIEW OF HANGER DWG

24 SHOULD 8 E 6'-6 11i"25

26 1

27

28

29

32 FOEIM 4066 H ANG6ER 1-038-11 SHYT 1 REV 903 V R A 5266 R A311 REVISE' HANGER DWG PER SKETCH 1103-4

[SEE MARKUP] 9 DELETE ITEms 4 L 5

F 0 b83 4264 HANGER 1-038-39 SHT 1 & 2 REV. 902RElVSE HANGER DwUG PER SKETCH 1103-6

V OA 5064. R A

4 11E,5 HANGER 1-03A-4.46 SHT 1. 2; 3 9REV. 904 REVISE HANGER DWG PERSKETCH 1103-7

N 0 A, 5274

*F01367 40(55 E15M47w427-202 PIPlNG ISOMETRIC V 0 A 5267______________PIPE HAS NOT BELN INSULATED ____ ___________

FOEE4

R A

PAGE

PFCH EINGINEERS-ARCHI TECTSMiISSOURI

PROCESSING DATETEN 4JESSEE Vý AU THOR ITYb.ATTS EAR NVE~EAR PLANT

JV&V PROJECT 10520~FINDINGS REPORT SUPPLEMENT

FINDING ORIGINNo. Di1N

rO0L f 4155

FOL90 41160

F 01392 4 T6 1

DESCRIPTION


PL TV CA DINFOLLOWJ UPC LA 5S5

85N47W427-202 PIPING ISOMETRIC V 0 A 5182 R A


EJ5r47W427-202 PIPING ISOMLTRIC V 0 A 5129 R A

-..JEAPDORARYMANGER-A{Qj- [AXTE)JD TO-10______ _____

THE PIPE WITH 1/2" CLEARANCE

85M47W427-202 PIPING ISOMETRICLOOSE NUTS AND BOLTS AT FLANGE

V 0 A 5243 RA 0

F01393 435C HANGER 1-03A-459 SHI 192REV. 902 REVISE HANGER PER SKETCH

J0894 3952

;6fL9 4369

1103-9 :! "; -.-

V 0 A 51F3 RPA

VALVE 47W4.27-22 ON DRAWING SA-2097- V R A 52?75IC DESIGN PRESSURE/TEMP SHOULD BE

CI$C -LL0VERIFY -CORRECT PRESSURE/ ________

TEMP AS ON DRAWING 47WE03-2

85Nf.7,427-206 PIPING ISOMETRIC tN C A 5184HANGER 03bs-lAFw-Rl6 HAS BEENINSTALLED -DOESN'T_1 SHW _ON DRAWING _______

AND NO HANGER DF(AWIIG HAS BEENPROVIDED FOR THE REVIEW

PAGE 45

BLACK IKAN SAS

A L

3LACK &W H ENCINEERS-ARCHITECTSKANSAS WC.IY MISSOURI

TEN NWAY

PROCESSING DATEESSEE V AU THOkITYIS BAR NOWEAR PLANT


3 ______________ _________ ________ ORIGINAL ________________

4 FINDING ORIGINAL STATUS FOLLOW UP FOLLOW UP5 NO. GiN 14 SCRIPTIiOt PL TV CA DIN C LASS .

7 10902 4095 85M47W-I.27-206 PIPING ISOMETRIC V 0 A 5130 k A

* No DOLTS IN TURBINE DRIVEN AUXILIARY9 _______ ~FEEDWATER PUMP SUCTION FLANGE_________________

10

10903 4162 ~ML7dL~7..~flL D1D1IJ~ 1CflM~TU1~


0904 d-Li7 85M47W427-2O6 PIPING ISOMETRIC V 16R AHANGER CLAMP ON PIPE WITH NO RODAND NUMBER

IANt~FA 03R-lA1hd-ROS1 SlIT 1: 2:3 V 0 A 50659 1s REV. 903 HANGER NOT INSTALLED

65M47w427-200 PIPING ISOMETRICHANGER 4iA427-4-IA HAS NOT BEENINSTALLED AND NO DRAWING WASPROVIDED FOR THE REVIEW

V A 5066 PAA

65M47Wi.27-200 PIPING ISOMETRICHANGER 47A1.27-4-2A HAS NOT BEENINSTALLED AND NO DRAW114C. WASPROVIDED FOR THE REVIEW

V fl a 1R'~

F 0905 ~.1 (;~

I10906 4Zf)E~

- f0109067 42'2 4

54

59

V O A 5 06 7 RA

PAGE

3LACK &. H ENGINEERS-ARCHITECTSKANSAS Ew1"' MISSOURI

PROCESSING DATETENNIESSEE VNAAUIHORITY6ATTS OAR N AJ'R PLANT

flSA p~ljFrT 16%2n


F090B 4095

FILDINGS REPORT SUPPLEMENT OIIA

STATUS FOLLOWJ UPD~ESCRIPTION PL TV CA DIN

85MI.7W427-207 PIPING~ ISOMETRIC,PIPING HAS NOT BEEN INSULATED SEE

-NOTE 2 ON DRAWING

Y 0 A 5131

F 0909 4164 B5mV.7w427-207_PIPING ISOMETRIC Y 0 A 517R A _________________


r F090 48 85N47w427-207 PIPING ISOMETRIC Y R 9 5188 A 1BSLEEVE NOT REQUIRED TYPICAL 2 PLACES

2291 F 1U0y11 4 15 128

34

37

E5M47W427-206 PIPING ISOMETRIC N C A 5189

______BO ~A NCIIHOR ED MILD no5 NOLU' Gunl "m

TAG ON THlE ISOMETRIC DRAWING BOXANCHOR HASN'T BEEN IN~STALLED ADRAWNG Of THE BOX ANCHOR HASN'TBEEN PROVIDED FOR THE REVIEW

_17 091l5 409~7 HANGER 1-03B-53 S11T 1; 2; 9 3 REV905 HANGER NOT INSTALLED

T 0A 5066

FOSIE 4095 HANGER 1-D30-55 SHT 1 REV 901HANGER NOT IN~STALLED

FOLLOW UPCLASS.

Y 0A 5069

PAGEZ

'H ENCT NET RS-ARCHI TLCTS14ISSOURI

PROCESSINS DATETLNNESSEE V ATOR1WATTS BA N R PLANT

.fBLV PRnj~(T 10%20l


F1INDING ORIGINALNO. D IN

___________ ___________ORIGINAL

STATUS FOLLOW UP FOLLOW UPDESCRIPTION PL TV CA DIN CLASS.

F0919 4323 HANGER 1-03D-57 SHlT I REV 901' V 0 'A 5244. A ADELETE ITEM NO. 2 K ADD A 1 112"X

____ ~ ---- 1 12 LGI[3/4'AiifLiELO ITEM NO& I_____________

uI9S~0~ 4~Z5 i~R1~~4 S~lT 1REV. 903 1 0:`A5,'L _____________

DELETE ITEM NO. 2 9 REVISE WELDS ONITEM NO.1

4J.

F0922 4291 HANGER 1-03B-73 SHlT 1 & 2 V 0 A 5070 R AREV, 903 CHAN4GE QUANTITY Of ITEMNO. 1 FROM I TO 2 L REVISE PIPE.

9 O2 3 4292

4099

TO HANGER CLEARANCES

HANGER 1-038-78 SHT 1 &2 1 0 A ~i5071 R A%got9.D CHiANGE-ITMS No. li 4 9 6 ______________

FROM 4"X4" TUBE STEEL To 20'X2'TUBE STEEL[AkLSO SEE F03741

HANGER 1-33A-4DI SHT 1 REV 902 V 0 A 5072 R AHANGER END ATTACHMEhT IS NOT WELDEDTO END. WALL PL 9 HAS ONE COTTER

PNMISSING___________________

F~2 i~ HANGER 1-03A-4.13 SHT I RE V 90 1HANGER NOT INSTALLED

1 0 A 5073

3LD.(K IKANSAS

55

5'

55

PAGE

-.H ENG61 EERS-&RCHITLCTSMISSOURI

IENNdESSEE V4WAITS BAR h

ia~u PLflIFCI 1A'~fl

PR)CESSING DATEPAUTHOR17ivFiR PLANT

F114DINGS REPORT SUPPILEMlENT

FINDING ORIGINAL

NO. DIN DE SC RIPTION

_______ ORIGINAL


7 0O926 41CI HANGER 1-03A-414 SHT U&2 REV 901 y 0 A; 5074 R AHANGER NOT INSTALLED

12

13

14 r0932 4226 &5M47W4127-204 PIPING ISOMETRIC Y R 8 13 R 8HAGR038-lAFW-RZ16 IS INCORRECTLY________

16 CALLED OUT ON DRA61NG AS R21717

19

21

22 F0934 4102 65M47W427-204 PIPING ISOMETRIC y 0 A 5133 R A23 PIPING HASN*T BEEN INSULATED

24 SEE NOTE 3 ON DRAWING211

22l F0935 4103311

~M67hl&27-'fl~ PIP!N~ ISOMETRIC V 0 A 5134

PIPING HASN'T BEEN INSTALLED FROMNODE 106 TO 110

F0937 4293 6SM47w427-2O4 PIPING ISOMETRICHANGER 33B-IAFW-R94 HASN'TBEENINSTALLED AND NO DRAWING WASPROVIDED rOk THE REV1LW ,

V 0 A 5268

FD3E 4172 65ti479427-204 PIPING ISOMETRIC

_____ _____TEMPORARY HANGER STILL IN4STALLEDLTLOOSE3

V D A 5190

PAGE 49

BLAC~K 0KANSAS C

FOLLOW UP

C LASS.S

R A

R A

9-vu PftnIECI 10r:;O

P~t4 E NGINEERS-AR CHI TEETS TENNESSEE VlWiATTS BiAR

FAUTH DR ITAR PLANT

PR3CESSl%5 DATE

ý'6 BEV PROJECT 10520FINDINGS REPORT SUPPLE ME NT

3 ______________ ~~~~OR IjINAL ____ _________

4 FINDING ORIGINAL STATUS FOLLOW UP FOLLOW UP5 4 6 D 14 DESCRIPTION PL TV Ck DIN CLASS.

7 10O939 4294 65k4.74427-204 PIPING ISOMETRIC, V t 216 R BB HANGER 038-1AFW-V2l5 ON THE DRAWING

9 IS INCORRECTLY MARKED AS Rt 215

:10

131

F09 0-41 DA61

i..lLfl it i5 __ _ _ _ __ _ _ _ __ __a__ _ _

40 TEMPORARY PIPE STILL BOLTED TOTHE TOP Of CHECK VALVE AT NODE 4E8

S0 942 4227 65M47W427-2O4 PIPING ISOMETRICu*~~fA - nir..u7 nWa TU~ hoAu11.Ii

IS iNChRRECTLT CALLED OUT AS V51

6SM&7WI27-204 PIPING ISOMETRIC]TEMPORARY HANGER SUPPORTING ANOTHERPIPE- FROM A DIFFERENT SYSTEM ýý

V 0o A 5136 R A

10947 4295.__ 85M47W1.27-204 PIPING ISOMETRICHANGER LOCATED AT NODE 78 HASN'TBEEN CALLED OUT ON THE DRAWING;NO fiRAWlNa WAS PROVIDED FOR THEREVIEW;' AND NO HANGER WAS INSTALLED

1 0948 4105 85rI47W427-204 PIPING ISOMETRIC1" PIPING AT NODE 52 HASN'T BEEN

.__ ....... NSTALLED

Y 0 A 5137

3LP5(K /8

v as. a~. ~ DL

½2~

F0943

Y R 8

41 74

5247 R B

-V.

TO A 5248

PAGE

DOOMED v U-1 Em a

---------- -

----------

H ENGIN EIRS-ARCHITECTS141 SS OUR I

PROCESSING DATETENNESSEE V FAUTHOFZ1TYWATTS BAR 4 R PLANT

Rkil FROjI7CT 10520


FINDINIG ORIGINALN U D 1N

TO0949 43 52

DESCRIPTION

85M47W1.Z7-2O4 PIPING ISOMETRICHANGER LOCATED AT NODE 9 HASN'T BEEN

-E CAL.LL-E I[ON.-THE-D DA-WIN6; 1DODRAWING WAS PROVIDED FOR THE REVIEWAND NO HANGER WAS INSTALLED


PL TV CA DIN

N C A 5191 R A

F0950 43,53 B5M47W427-204 PIPING ISOMETRIC N C A 5192 R AHANGER LOCATED AT NCLE 16 HASN'TBEEN CALLED OUT ON THE DRAWING; NO

21 L0.95 1- 3 5 4

DRAWING WAS PROVIDED FOR THE REVIEWAND NO HANGER WASLN.STALLED

15 k7-klZQK-0 -PIF PG I -- --15 -- E-T-IC___HANGER LOCATED AT NO00C 20 HASN'TBEEN CALLED OUT ON THE DRAWING; NO

.%na~n Lit f~fhI~~r~tntT C CCTKU

AND IF HANGER WAS INiSTALLED, ITWOULD BE CONCEALED INSIDE SLEEVE

N C' A' ýe 519 3 RA

F095Z 41 7E 85M1.7W127-204 PIPING ISOMETRICIMEDRARI. HNE R- _ 4X.4 1'k-W/U-,B 0LT

SETTING ON TOP OF A SLEEVE

Y 0 aB 5191.

FU554 4Ico E.5M47w4917-2O4 PIPIIJG ISOMETRIC Y 0 A 5195TEMPORARY HA14GER 3"L W/U-SOLT WELDED

_______ jD~~ EBLDMENT P-LATE _______ ___________

3LACI( K

KANSAS C

FOLLOW. UPCLASS.

RB8

R A

PA 6E

tCH ENGINE ERS-ARCHITLCTS, MISSOURI

TINNESSEE AUTHORITYWATTS ElARq EAR PLANT

B&u ORDJECT ¶flrrj

PROCESSING DAJ


FINDING ORIGINALNO. D IN DESCRIPTI ON

ORIGINALSTATUS FOLLOW UP FOLLOW UP

PL TY CA DIN CLASS.

F0955 4355 E5MO4W427-2O& PIPING ISOMETRIC N C A 516R AHANGER LOCATED At NODE 32A HAtN-T

_______ ~ ~ E~u CCLLED ()ULILSIHE DRAWING; NO ________________

DRAWING WAS PROVIDED FOR THE REVIEWAND NO HANGER WAS INSTALLED

F0956 Albi 65M47hI427-2O4 PIPING ISOMETRICTEMPORARY HANGER STILL INSTALLEDAt NODE -33

?4

?5 F0957 4182 85MU?427',-ZOA PIPING ISOMETRIC v 0 A 5S198 R ATEMPORARY HANGER STILL INSTALLEDAT NODE 34 _________________

?8

30

32 '

33 9 54_ 43 56 f5U 7-2OPj ING ISOMETRIC NC A -~5199 R A34 HANGER LOCATED AT NODE 34 HASN'T

30 BEEN CALLED OUT ON THE DRAWING; NO36, DRAWING WAS PROVIDED Fog THE REVIEW37 AND NO HANGER WAS INSTALLED

38

39

42

43 F0959 41b3 B5M47W427-2O4 PIPING ISOMETRIC T 0 ýA 5200 R ATEMPORARY HAN~GER STILL INSTALLEDBETWEEN NODE 35 & 36

41E.4- 5M742- PIPING ISOMETRICTEMPORARY HANGER STILL INSTALLEDAT NODE 35A

Y 0 A 5201

BLACKKAN SAS

Y 0 A 5197

F 09,60

PAGE

0

0

3LRCK A CH ENGINEERS-ARCHITECTS TEN4dESSLE II AUTHORITY PROCESSINS DATEKANSASm sfY MSSOUR I W.A17S UAR N A R PLANT

6 (3REV PRJC 10520F114DI NGS REPORT SUPPLEMENT

3 ORIGINAL._________ ____

4 F INWýiNG6- OR I _-N AL STATUS FOLLOW UP FOLLOW UP5 NO. D 1 . DESCRIPTION PL TY CA DIN CLASS .

7 F0961 4225 65M4?W427-204 PIPING ISOMETRIC N 0A 520 R A8 PIPING HAS BEEN REVISED BETWEEN9 N~AODE xx 9 87E

12

13 .

15 0962 4 1 ý6 65I.144TW27-2 4 PIPING ISOMETRIC Y 53 RA16 BREAK DOWN FLANGES ONLY HAS ONE'7 BOLT THAT HAS BEEN INSTALLED18

20

21

22

23 F 0963 437D 95M',7W127-207 PIPING ISOMETRIC N C A 5203 R A24 HANGER 47AI.27-3-7 RELOCATED OFF

25 ?ORE THAN THE 6" ALLOWABLE.CPER SPEC ' 52

26 - Z.B.A 33 AT309 DEGREE 46' 0___________________

27

32 F0964 4371 G5M47W427-20O7 PIPING ISOMETRIC N C A .'~5204 R A33_ A N NG E It038-IAEfd-&15 REJ~OCATED OFF_____________________

38 MORE THAN THE 6" ALLOWADLE EPER SPEC135 G-43 2.8.1.33 AT 310 DEGREE 00.

3f

38.

39

40

41 F0965 4372 85M47W427-207 PIPING ISOMETRIC N C A 5205 R A42 HANGER 03a-lAFW-R1CZ RELOCATED OFF

43 MORE THAT THE 6" ALLOWAbLE [PER SPEC1 44 G-43 2.8.1.33 AT 332 DEGREE 43'

46

47

48

r o F0968 4297 HANGER 1-33A-402 SlIT 1 &. 2 Y 0 A% 5075 R A51 E 902 REVS I1 NO. 5 FROM A -______ ---- __-

52 10 112"SrQK71b" INK P1 TO A153 12"117"X7/8" THK P'L

55PAGE

70

to

.4

15

17612

11

23

202C222124

3237

343536

3943341

42

414442

4144

5c51

57

5174

5f

57

57

53

CH~ ENGI NEERS-ARCI4ITLCFSMIISS OUR I

TENNESSEEWATTS BAR

FAUTHORI1TYAR PLANT

PROCESSING DATE

"~W PROJECT 10520-FINDINGS REPORT SUPPLEMENT

FINDING OR1614ALNO. DIJN DESCRIPTION

A L, , ALSTATUS FOLLOW UP

PL TV CA DIN

10969 4357 HANGER 1-03A-403 SHT 1; 2; 3 &-4REV. 904 CHANGE ITEM NO. 1 FROM 6"SQ TUBE STEEL TO 10" SO IlinFl sTrFLL DELETE ITEMS NO. 2; 7 &-8F

Y 0.'A 5076

FO0970 4 10 7 HANGER 1-D3A-406 SHT 1; 2; 9 3 V 0 A 5077 R AREV 902. NO IDENTIFICATION TAG ONHANGER: HANGER PARTIALLY INSTALLEDITEMS 1,3; 4; 5 & 6 NOT INSTALLED

F0973 4324 65M47W4?.7-219 REV 0 PIPING 'ISOMETRIC PIPE GUIDE NK-I'-03;-RV-H66

T .0 ~A 50

ISOMETRIC DWG [NO DRAWING OF PIPEGUIDE PROVIDED FOR REVIEW]

FO0974 4108 65M47w427-219 REV 0 PIPING ISOMETRIC V 0 A 5139 R APIPING IS NOT INSULATED PER NOTE 2

12 FQ975 4373l 65M47hl427-219 REV A PIPING ISOlMETRIC N

HANGER i-03A-404 IS NOT INSTALLED[NO DRAWING PROVID.ED FOR REVIEW]

FO0976 41ZB &5M447u427-216 PIPING ISOMETRIC AZ

MARKED O1N THff DRAWING As 335DEGREE-529

V 0 B 5249

PAGE 54

3LACKKAN SAS

FOLLOW JPCLASS.

r £ ~~fl7 IDA

F3 U

r MOT SHOWN ON PIPIN

C A r 2 n 7

ICH ENGINEERS-ARCHITECTIS,MISSOURI

PROCESSING DAYTEN.4ESSEE IW AUTHORIT7yWATTS BAR WAR PLANT

D&V PROJECT 105Zj __FINDINGS REPORT SUPPLEMENT

DESCRIPTION


PL TY CA DINFOLLOW UP

CLASS.OR IGI NALDINi

FO097C 4298 8SM&W4W -218 PIPING ISOMETRIC y A 5208 R ALOOSE HANGER CLAMP WITH NO ROD-AND

________ NO ~NUMBER ____________________________

F0979 4325 65M&7hd1.7-2jA8 PIPING ISOMETRICPIPE GU IDE 1-03-RV-422 LOCATED ATAZ 196 DEGREE-070 HASN'T BEEN

LRLILID~~~ Iu rn Iflflrfl * L

DRAWING WAS PROVIDED FOR THE REVIEW

f 0980 4.326 85M4,7hU27-218 PIPING ISOMETRIC T 0 A 5209 R A

21 ______________

28

PIPE GUIDE 03-RV-423-LOCATED ATA7 210 1 .OGREEF4!O. HASNGT BEEN,CALLED OUT ON THE DRAWING AND NODRAWING WAS PROVIDED FOR THE REVIEW

FO~b1 4109 65M1.7W1.27-21f8 PIPING ISOMETRIC.................... nrrr _J,, fcr

F0 983 4 Z'9

V 0 A 514.0 R A

rzrjnu n..m~-u QLLI* ~

NOTE-2 ON THE DRAWING

9 47wi&27-I REV. 17 DETAIL C HAS A V I A 514.1 R ACOUPLING CALLED OUT AS A 1'X12m'REDUCING COUPLING IT SHOULD READ1 'X I12" RE-DU-CING -COU-P-LING

PAGE

3LACKKAN SAS

VlNVINNGNO.

v 0 'A 52 50 R A - -- - -

52

54

571

CH EN GINE ERS-ARCHITE Crs.v . MISSOURI

TEN~NESSEE JW AUTHORI TYWATTS 13AR _WAR PLANT

PROCESSIN5 DA1JEV /54


_____________________________ ORIGINALSTATUS FOLLOW UP

DESCRIPTION PL TY CA DIN------------------------------------------------------ -------

V R B 5141.F0984 43i7 47W427-5 REV. 6 HANGER IE-0036 IS

Not INSTALLED,, NO HANGER DRAWING

P1 Ii JQIRE VWANVDOElA4ANL.SHOW ON ISOMETRIC DRAWING47w427-219 REVS 0

4 7

7 F09F5 4300 47W4.27-5 REV. 6 HANGER 1E-0004 IS T R A 5143 R A

8 . NOT INSTALLED NO HANGER DRAWINGPROVIDED FOR REVIEW AND DOES NOT, .

S OW ON ISObMETRIC DRAWING_____ 67W127-ý218 REV.O

?2

24

75

26

27 rQ986 4374 - 47W1Z7ý-5 REV. 6 HANGER IE-0446 IS I C. A ~5~11O R A

28 NOT INSTALLED; NO HANGER DRAWING29 PROVIDED FOR REVIEW AND DOES NOT

30C__ SHOW ON ISOMETRIC bRAWING 47w427-2lks31 REV. 0.32

3

34

3E

7 F0987 4301 47W427-5 REV. 6 HANGER IE-0038 IS v A 5144 R B30 NOT SHOWN WHERE IT IS INSTALLED

40

42

431

F09kBB 4302 4ZW427-5 REV. 6 HANGLR IE-0039 IS V R B 5145

NOT SHOWN WHERE IT 1S INSTALLED ____________

3LACKKAN SAS

FINDINGN.

0 RlI G 14 A1FOLLOWd UP

ECLASS.'3

'576 1 -'7

16

17

21

2f

2223

252627

286

215

3233

37

45) "

40

41

4253

4.1)45

48

19n .f '

ýH ENGINEERS-ARCHITECTSmi sS OURi

TLdEN SS175L EkATTS BAR

AUTH ORITYVAR PLANT

PRDCESSING DATE

69gV PROJECT 10520FINDINGS REPORT SUPPLEMENT

FINDING ORIGINALNO. DI N DESCRIPTION

*F0989 4358 47W427-5 REV* 6 HANGER IE-0002 IS V 0-; A 5-269 R ANOT INtATLLED; NO HANGER DRAWING

______ PiLOVJILDAF4R EVIEi6&N --- VOES NOT ____________

SHOW ON ISOMETRIC DRAWING 47WI,27-El8REV. 0

'51

17 F0992 4303 47W4.27-5 REV. 6 HANGER 1E-04.51 ISonAT 1#JC.&TI i fIL un I4AIJ(ru nAauiNI

V R B 5146

PROVIDED FOR REVIEW AND DOES NO .TSHOW:ON ISOMETRIC DRAWINGtL7uL;)7w.1R QFV 0

___L993__ 4230 47W427-6 REV. 6 THE ELEVATION F OR a ~55 R 8HANGER IE-0443 IS EL 743*-4" NOT7369-0" AS SHOWN.

60901 411) ITEMS 6-12 Of ELECTRICAL CHECKLIST N C A 5276 CA1 0SUBSECTION 8....:CABLE DERATINGAND CABLE TRAY FILLj PAGE 8.3-3PARAGRAPH 2; REQUIRES THAT ALL

GIOI IkJRL[ _pIAs E Cl wm at1LLSEPARATED FROM OTHER CIRCUITS BY ADISTANCE EQUAL TO THE RADIUS OF THEI ARGFIU CAALF41

PA GE 57

3LA (KKAN SAS

ORIGINALSTATUSPL TV CA

FOLLOW UP'DIN

FOLLOW UPCLASS.

52!k - - ----

PUNCHLIS'.

DRRNO.

DOC. NO. & REV./REMARKS

D0006 3005 FSAR 3.7-Amend 46Structural checklist inthe appendix of the pro-ject instructions wasgenerated. On page 3.7-18(WBNP-45); line 6; thereference to section3.8.3.8.3 should be tosection 3.7 .3.8.3

D0023 3022 Motor Stress Report

There was no title nordocument number on thereport. Pages A-7, A-8,A-9 were missing

D0109 3114 FSAR 15.4.2.2.-Reviewed for develop-ment of checklist items.

00130 3135 03B-IAFW-R99 R901

00131 3136 03B-IAFW-R225 R2REF DWG FCRH-5941;FCRH-7 213

DOCUMENT TITLE!DESCRIPTION

Seismic Design

Description of seismicdesign criteria andcommitments forstructural; piping andequipment systems.

Seismic: Stress and deflection

analysis of the Parsons Peebles600HP T4007J motor for the IRAFW motor driven pump

FSAR 15.4.2.2

Accident analysis for acondition IV (limitingfault) incident; majorrupture of a mainfeedwater line.

03B-lAP W-R9 9Hanger

03B-lAFW-R225Hanger

NT REVIEW RECORDS (DRR)

B&V RECOMMENDEDCORRECTIVE ACTION

Correct Typographicalerror FSAR pg 3.17-18

Replace missing pages inreport

FSAR editorial corrections

required. See F0303 also

Correct drawing as required

Correct drawing. Also see

F0366 and F0757

TVACORRECTIVE

ACTION

Typographical error corrected inFSAR Revision Package No. 377.This package has been submittedto the Nuclear Licensing Staff ofPower for transmittal to the NRC.

A cover sheet entitled "AuxiliaryFeedwater Pump Motor StressAnalysis" has been added to thereport. The report was originallysubmitted and approved without eithera document number or title page.To further aid in retrievabilitythe report has been entered intoour NEDS document managementsystem (MEB 831127 953). PagesA-7, A-8, and A-9 are actuallyin the file document but wereinadvertently omitted from thecopy of the report given to B&V.

TVA is contacting Westinghouse toconfirm the correct value and will

then initiate an FSAR revision to

make the editorial correction.This item is being controlled by

Commitment Tracking Record (CIR)number WBN-R267.

Drawing 03B-lAFW-R99 was revisedon Revision 902 per ECN 3511 toresolve this finding.

Drawing 03B-IAFW-R225 was revisedon Revision 903 per FCR 11-8296 todocument the installed configu-

ration. B&V had s~tated the draw-ing should be revised perFCR H-7213. FCR H-7213 wasrejected by EN DES and replaced byFCR H-8296.

SCHEDULEDATES

Completed06/22/83

No furtheraction isrequired

12/30/83

Completed I12/01/83 1R

Completed01/28/83

PIJNCUIST 0 T REVIEW RECORDS (DRR)

NO,

DOC. NO0. & REV./DIN REMARKS

D0133 3138 03B-IAFW-R226 R2

D0134 3139 03B-IAFW-RlO2 R904Ref Dwg FCRH-4544;FCRlI-6983; FCRHI-7 208

00172 3178 47W427-220 goThe isometric drawingwas used as a designbasis for AFW piping1. Restraint type andlocation 2. Pipingconfiguration3. Pressure; tempera-ture data 4. Materialinformation 5. Hot andcold allowable stress

D0173 3179 41811427-1pipe size; schedules;

mli*terials; design

p resisures and tempera-tures specified arecon~sistent with thedesign calculations(NOA3-50 through NOA3-55) except as notedabove.

DOCUMENT TITLE/DESCRIPTION

03 B-IAPW-R2 26Hanger

03B-IAFWr~lO2Hanger

113-3-5A System Isometric

Stress Isometric

Piping bill of muaterial-auxiliaryFeedwater

A bill of material for AIRpiping


Correct drawing as required

Update drawing. Also seeF0717

Investigate and adjustoperating conditions

Correct drawing

TVACORRECTIVE

ACTION

No corrective action is requiredbecause general note #67 on

drawing 47A050 series states thattbe drawing view governs over the

Bill of Material. This note isapplicable to this finding.

No corrective action is requiredbecause FCR H1-4544 referenced inthe B&V corrective action did notadd item 12. This was added perFCR M1-1361 and subsequentlydeleted by FCR H1-6983 on Revision904 of the drawing. Item 8 notwelded on inside is acceptablebaaed on Bergen-Paterson drawing6000-1, note 1. (see findingF17).

This item is the subject of NCRWBN CEB 8215. See Findi ng 1373for corrective action information.

A review of the Document ReviewRecord details indicates nocorrective action or follow up wasrequired by B&V since a check ofmechanical piping drawing47W427-4 R17 indicates no suchpiping exists between check valvesgate valves.

SCHEDULEDATES

No actionisrequired

No actionisrequired

No actioni-srequired

FUNCHLIST D

PUNCHLIS .ENT REVIEW RECORDS (DRR)

DRRNO. DIN

DOC. NO. & REV./REMARKtS

D0174 3180 NOA3-50The calulations werereviewed only for results(pipe size; schedule;material) for comparisonwith bills of material

DO0190 3196 47W427-203 R4Isometric is used as adesign basis for pipestress analysis asfollows: 1. Restrainttype and location2. Piping geometric con-figuration 3. Pressure;temperature information4. Material information5. Stress allowables hotand cold.

D0198 3204 47W427-200 R5The isometric providesdesign information forpipe stress analysis asfollows: 1. Restrainttype and location 2. Pipingconfiguration 3. Pressure;temperature data 4. Materialinformation 5. Hot and coldstress allowables

D0220 3226 47W427-207 R4The isometric drawing wasused as a design basis forAFW piping 1. Restrainttype and location 2. Pipingconfiguration 3. Pressureand temperature information4. Material information5. Hot and cold allowablestress


WBNP Auxiliary FeedwaterSystemMinimum wall thicknesscalculat ionsThe calculations are forminimum pipe wall thickness

System N3-3-1OA; 12AIsometric

Stress isometric showingcomputer node points;restraint locations;temperature and pressureinformation

System N3-3-3A Isometric

Stress isometric indicatingcomputer node points;restraint locations;temperature and pressureinformation

System Isometric N3-3-13+N3-3-14A


Correct calculations

Correct coefficientof thermal expansion

Investigate & correctoperating conditions

Investigate & correctoperating conditions

TVACORRECTIVE

ACTION

A review of the Document ReviewRecord details indicates nocorrective action or follow up was

required by B&V since a check of

mechanical piping drawing

47W427-4 R17 indicates no such

piping exists between check valves

and gate valves.

Drawing 47W427-203 has been voided

and replaced with drawings47W427-227 and 47W427-228. These

drawings now reflect the correctcoefficient of thermal expansion at40 F.

This item is the subject of NCRWBN CEB 8215. See Finding F373for corrective action information.


Stress Isometric

SCHEDULEDATES

No actionisrequired

Complete12/08/83

R

01/30/84

01/30/84

PUNCHLIS1

NT REVIEW RECORDS (Daft)

DOC. NO. & REV./DIN REMARKS

D0228 3234 WBNP 162Coversheet with TVA

approvals is dated June 19,1974. Note that in table3.7-10 of FSAR the exponentsare mibsing from the WR 2values. This documentindicates compliance withchecklist items E.1; E.3;

E .6; E.14; there is not a

TVA-unique document numberon this report. There is an

EDS number of 0600250-007

D0235 3241

D02 Ib 3282

47W427-218 ROThe isometric was used as adesign basis for 1. Restraint

type and location 2. Pipingconfiguration 3. Pressure andtemperature information4. Material information5. hot and cold stressallowables 6. The auxiliary

feedwater-feedwater

47 W42 7-204-R12The isometric drawing wasused as a design basis forAFW piping: 1. Restrainttype and location 2. Pipingconfiguration 3. Pressureand temperature data4. Material information5. Hot and cold stressci lowab lea


Seismic Analysis of theAuxiliary-Control Building-

WBI4P 1&2

This report describes theanalyses performed to determinethe effects of seismic events onthe Aux-Control Building

Isometric for Problem0600200-05-01Stress isometric

System Isometric N3-3-5A& N3-3-7A


Editorial correctionneeded FSAR table 3.7-10

Investigate and correctoperating conditions


TVACORRECTIVE

ACTION

The missing exponents were addedin FSAR Revision Package No. 377.

This package has been submitted to

the Nuclear Licensing Staff of the

office of Power for transmittal to

the NRC.

SCIIEDULEDATES

Completed05/24/83

This item is the subject of NCR 0/08

WBN CEB 8215. See Finding F373

for corrective action information.

This item is the subject of NCR 01/30/84

WEN CEB 8215. See Finding F373

-for corrective action information.

Stress Isometric

-L [IRNO.

PUNCHLIST

nxi - 1,L/ j'.j/U~J

PIJNCHIAST DOCUMENT REVIEW RECORDS (DRR)

DHHNO. DIN

DOC. NO. & REV./R EM4ARK S

D0278 3284 47W427-201-R5The isometric drawing wasused as a design basis forAFW piping: 1. Restrainttype anid location 2. Pipingconfiguration 3. Pressuretemperature data 4. Materialinformation 5. Hot and coldstress allowables

D0304 3310 47W427-202 R6The isometric was used asdesign basis drawing for theAFW piping: l.Restrainttype and location 2. Pipingconfiguration 3. Pressurearid temperature information4. Material information5. Hot and cold stressallowables

1)0330 3336 14RC Question 040.26it appears this is atypographical error andthe correct reference shouldbe to ClIB' based upon ourreview of their design.Developed item B-34 ofelectrical checklist

D0443 3449 03B-IAFW-R132 RIRef dw& FcRH-6667

D0461 3407 03B-IAFW-V40 RITVA should revisedw& showing existingembedment plate andrevise tag on hangerto shouw V40

DOCUMENT TITLE/DESCRIPT1ON

N3-3-4A System Isometric

Stress Isometric

N3-3-llA

The temperature and pressureinformation reflects the AFWflow diagram 47W803-2 R16except as noted below

NRC Question TVA ResponseConcerning FSAR

Addresses TVA's degree ofconformance to RegulatoryGuide 1.106

03B-IAFW-RI32Hanger

03B-IAFW-V40Hanger




Correct typographical error

Update drawing as required

Correct drawing

TVACORRECTIVE

ACTION


This item is the subject of NCRWBN CEB 8215. See Findi ng F373for corrective action information.

Typographical error corrected inFS&R Revision Package No. 373.This package has been submittedto the Nuclear Licensing Staff ofthe Office of Power for trans-mittal to the NRC.

Drawing 03B-1AFW-R132 was revisedon Revision 902 per FCR H-6667 toresolve this finding.

No corrective action is requiredbecause general note #2 on 47A505series allows Construction todelete the anchor plate and weldthe structural member directly tothe embedment plate. Constructionwas not originally required to taghangers and when QCP-4.23 RU wasissued on 7/10/72, the requirementwas not retroactive (see F'indingF743). No drawing change is needed.

SCHEDULEDATES-

601/30/84

Competated-05/24/83

Completed08/15/83

No actionisrequired


D0464 3470 03B-lAFW-R239 RiRef dwg FCRH-7 590

D0465 3471 03B-IAFW-R49 R2Ref dwg FCRH-4785

D0466 3472 03B-1AFW-R146 R903Ref dwg FCRH-1808:FCRH-67 86; FCRH-77 87.Info on ref dwgFCRH-1808 andFCRH-6787 has beenincorporated on hangerdwg

D0467 3473 03B-IAFW-R39 Rl

D0470 3476 03B-1AFW-R045 R902Ref dwg FCRH-6560FCRH-8439. Info onref dwg FCRH-6560has been incorporatedon hanger dwg

00473 3479 03B-lAFW-R173 R5

D0482 3488 03B-1AFW-R162 RiRef dwg FCRH-8173FCRH-8334;FCRII-6793; FCRH-7579;FCRH-6793. Info onRef Dwgs FCRH-8173;FCRH-6793; FCRII-7579&FCRH-6793 has beenincorporated on hangerdwg.


03B-lAFW-R239Hanger

03B-lAFW-R49Hanger

03B-IAFW-R146Hanger

03B-IAFW-R39Hanger

03B-IAFW-R045

03B-IAFW-Rl7 3Hanger

03B-1AFW-R162Hanger


Update drawing

Update drawing

Update drawing

Correct drawing

Update drawing

Update drawing

Update drawing

TVACORRECTIVE

ACTION

Drawing 03B-IAFW-R239 was revisedon Revision 902 per FCR H1-7590 toresolve this finding.

Drawing 03B-1AFW-R49 was revisedon Revision 903 per ECN 3511 toresolve this finding.

Drawing 03B-IAFW--R146 was revised

on Revision 904 per B'CR H1-7787 toresolve this finding.

No corrective action is requiredbecause general note #3 on 47A050series allows Construction todelete anchors and weld the baseplate to the embedment plate. Nodrawing change is needed.

Drawing 03B-lAFW-R045 was revisedon Revision 903 to resolibe thisfinding.

Drawing 03B-1AFW-R173 was revisedon Revision 906 per FCR H1-8484 to.resolve this finding.

Drawing 03B-IAFW-RI62 was revisedon Revision 901 per FCR H1-8334 toresolve this finding.

F HEDULEDATES

Completed12/28/82

Completed12/12/83

Completed12/08/ 82

No actionisrequired

Completed.I12/12/83

Completed01/28/83

Completed12/09/82

PUNCHIS¶I T REVIEW RECORDS (DRR)

DRR DOC. NO. & REV./NO. DIN REMARKS

D0483 3489 03B-IAFW-R230 Rl

D0522 3558 47W600-6 R4The l-L-222 shownat A3/T is aty~ographical error.It should be l-L-214

D0575 3611 03B-2AFW-R35Ref dwg FCRH-8131

D0580 3616 03B-lAFW-R235-R902Ref dwg FCRH-6300;FCRH-7082 Info onref dwg FCRH-6300has been incorporatedon hanger dwg

D0582 3618 03B-IAFW-Rl29-RlRef dwg FCRH-689FCRH-76 58

D0583 3619 03B-lAFW-R130-RIRef dwg FCRH-6067FCRH-8210 Info onref dwg FCRH-8210has been incorporatedon hanger dwg

D0584 3620 03B-IAFW-Rl4l-RIRef dwg FCRH-6792FCRH-7346 Info onref dwg FCRH-7346has been incorporatedon hanger dwg


03B-IAFW-R230Hanger

Electrical Instruments &Control

Plant a rrangement-Reactor/Aux Bldg. Elev. 713

03B-2AFW-R35Hanger

03B-1AFW-R23 5Hanger

03B-1AFW-RI 29Hanger

03B-lAFW-R1 30Hanger

03B-lAFW-RI41Hanger


Update drawing

Correct typographical error

Update drawing

Update drawing

Update drawing

Update drawing

Update drawing

TVACORRECTIVE

ACTION

Drawing 03B-1AFW-R23O was revisedon Revision 903 per ECN 3511 toresolve this finding.

Drawing 47W600-6 was, revised onRevision 8 to correct the panelnumber and resolve this finding.

FCR H1-8131 referenced by B&Vwas rejected by EN DES sinceanother FCR H1-7612 was open.Drawing 03B-2AFW-R35 was revisedon Revision 901 per FCR 11-7612.This change also implemented thechange identified on FCR 11-8131.

Drawing 03B-IAFW-R235 wasrevised on Revision 903 perFCR H1-7082 to resolve thisfinding.

FCR 11-6892 referenced by B&Vwas rejected by EN DES andsuperseded by FCR 11-7658.Drawing 03B-IAFW-R129 wasrevised on Revision 902 perF'CR 11-7658 to resolve this finding.

SCHEDULEDATES

Completed12/01/83

Completed11/10/ 83

Completed03/30/83

Completed03/30/83

Completed09/ 20/83

Drawing 03B-lAFW-R130 was revised Completedon Revision 902 per FCR 11-8210 to 12/06/83

resolve this finding. The originalcorrective action indicated FCR H1-6067fwould resolve this finding, however,FCR H1-6067 was superseded by FCR 11-8210and the drawing was revised accordingly.

Drawing 03B-lAFW-R141 was revisedon Revision 902 per FCR H1-6792 toresolve this finding.

Completed03/30/83

PUNCHLIS1

PUNCLISTDO~i VIEW RECORDS (DRR)

DOC. NO. & REV./DIN REMARKS

3658 47A427-2-29-RORef dwg FCRH-8200

D06 2 3 3659 47A427-2-8-RIRef dwg FCRH-7 251and 8248 Unit 2 pipingnot installed. Info onref dwg FCRH-7251 hasbeen incorporated on thehanger dwg

DO6 24 3660 47A427-2-11 RlRef dwg FCRH-7 254 and8291 unit 2 piping notinstalled. Info on refdwg FCRH-7 254 has beenincorporated on thehanger dwg

D0625 3661 47A427-2-15 RORef Dwg FCRH-8243

D0626 3662 47A427-2-30 RORef dwg FCRH-8174

D0627 3663 47A427-2-18Ref Dwg FCRH-8278


Mechanical sesinic supportfor aux. 1Feedwater pipingsupport detail 2-29Hanger

Mechanical seamic support foraux. Feedwater piping supportdetail 2-8

B&V RECOMMENDEDCORRECTIVE ACTI-ON

Update drawing

Revise drawing.

Hanger

Mechanical seismic support foraux. Feedwater piping supportdetail 2-11

Hanger


Hanger

Mechanical seismic support foraux. Feedwater piping supportdetail 2-*30

Hanger


Update drawing

Update drawing

Update drawing

Update drawing

TVACORRECTIVE

ACTION

Drawing 47A427-2-29 was revised onRevision 1 per FCR H-8200 toresolve this finding.

Drawing 47A427-2-8 was revised onRevision 2 per FCR H-8248. Thedimension change on location planfrom 71-6" to 7'-0O" is not requiredbecause Construction SpecificationG-43, Section 2.8.1.3 allows up to6" movement of the support along the

pipe axis for pipes smaller than 6".

Drawing 47A427-2-11 was revised onRevision 2 per FCR R-8291 toresolve this finding.

Drawing 47A427-2-15 was revised onRevision I per FCR B-8243 to resolvethis finding.

Drawing 47A427-2-30 was revised onRevision I per FCR H-8174 to resolvethis finding.

Drawing 47A427-2-18 was revised onRevision I per FCR H-8278 to resolvethis finding.

SCHEDULEDATES

Completed12/08/82

Completed -

12/15/82

Completed08/15/83

Completed12/09/82

Completed12/15/82

Completed01/28/83

Hanger

DRRNO.

D062 2

PUNCHLIST DOCI

PUNCLISTDOCU 'IEW RECORDS (DRR)


47A427-2-4 RIRef dwg FCRH-7 247and 8388. Infoon ref dwgFCRH-7 247 has beenincorporated on thehanger dwg




Update drawing

TVACORRECTIVE

ACTION

Drawing 47A427-2-4 was revised onRevision 2 per FCR H-8388 to resolvethis finding.

Hanger

D0629 3665 47A427-2-5 RlRef dwg FCRH-7248and 8387. Info onref dwg FCRH-7248has been incorporatedon the hanger dwg

D0630 3666 47A427-2-16 RORef dwg FCRH-8244


Update drawing

Hanger


Update drawing


Drawing 47A427-2--16 was revised onRevision I per FCR H-8244 toresolve this finding.

Hanger

D0631 3667 47A427-2-3 RIRef dwg FCRH-7 246and 8389. Infoon ref dwg FCRH-7246has been incorporatedon the hanger dwg

D0632 3668 47A427-2-27 R0Ref dwg FCRH-8276

D0650 3686 47W427-8 R1ORef dwg 47W427-204Rev 4 piping reviewedon dwg 47W427-8Doesn't show on dwg47W427-04 but was acontinuation from it


Hanger


Hanger

Mechanical auxiliary feedwaterpiping

Piping iso for misc pipingaround steam driven pump lA-S

Update drawing

Correct drawing

Revision I per FCR H-8389 toresolve this finding.


Since the B&V review, a companiondrawing 47W427-221 RO was issuedwhich shows the informationcontinued from 47W427-204. Thisaddresses the B&V concern.

D0628 3664

SCHEDULEDATES

Completed02/01/ 83

Completed01/28/83

Completed12/15/82

02/01/ 83

Completed02/01/83

Completed02/24/83

PUNCHLIST DOCU

PUNCULST DO REVIEW RECORDS (DRR)

DRRNO. DIN


D0737 3777 47427-1 RIOThe piping span fromthe drawing 47W427-2to the anchor (box)on isometric47W427-200 isapproximately 26'.Review of this pipeby onsite person~nelindicate onlytemporary supports

D0817 3878 47A427-1-1 RI

D0818 3879 1l_03A-453 R904

DOCUMENT TITLE/

DESCRIPTION

Nechanical auxiliary feedwaterpiping

Piping drawing of a portion ofthe pump recirculating piping

47A427-1-1Hanger

1-03A-453hanger


Investigate and correctsupports as required

Update drawing

Update drawing

TVACORRECTIVE

ACTION

Temporary supports mentioned havebeen addressed generically in thefindings. No corrective actionwas required by B&V.

Drawing 47A427-1-1 was revised onRevision 2 per FCR H1-6887 toresolve this finding.

SCHEDULEDATES

No actionisrequired

Completed04/18/83

Drawing 1-03A-453 was revised on CompletedRevision 905 per FCR H1-10,433 to 12/01/83

resolve this finding. The originalcorrective action indicatedFCR H-8288 would resolve this finding;however, FCR H1-8288 has been super-seded by FCR B1-10,433 and the drawingwas revised accordingly.

D10819 3880 45N47A427-3-l RO

Ref dwg FCRH-7791

Mechanical unit 1 seismiccat I support for aux.feedwater support det 3-1Hanger

Update drawing Drawing 47A427-3-1 was revised onRevision I per FCR H1-7791 toresolve this finding.

03/30/83

PUNCHLIST DO

EVALUATION OF DRR CORRECTIVE ACTION

Drawing No.

D0006

D0023

DO0109

DO0130

DO0131

DO0133

DIN No.

3005

3022

3114

3135

3136

3138

Document Reviewed*

TVA Form 3 DIN 3005 andattachment

TVA Sigmen Discussion andattachment

TVA Memo and CTR Sheet

Drawing 03B-1AFW-R99, Rev. 902


Mechanical Hanger DrawingGeneral Notes 47A050-IB, Rev. 6

Remarks

TVA submitted a Form 3 and a copy of Memo-randum NEB 830622261 indicating correctiveaction has been taken.

TVA submitted a copy of the cover sheetalong with a signed statement indicatingthat the missing pages were, in fact, inthe file copy of the report.

TVA submitted a copy of Commitment TrackingRecord (CTR) WBN-R267 indicating that theitem has been placed in a formal programthat will assure close out. This responsewas cross-checked against the F303 Form 3response and found to be identical.

TVA submitted a copy of revised drawingindicating that the required correctionswere made.

The B&V observations cited in this DocumentReview Record are no longer valid since theField Change Request listed was rejected.The documentation provided by TVA indicatesthat significant design changes were made.

The TVA position that a drawing revision isnot necessary is supported by Note 67 ofDrawing 85M 47A050-lB, Rev. 6. This issueis considered cleared.

Status

Resolved

Resolved

Resolved

Resolved

Resolved

Resolved

EVALUATION OF DRR CORRECTIVE ACTION (Continued)

Drawing No.

DO 134

DIN No.

3139

D0172 3178

Document Reviewed*


Finding F-373

Remarks

The original comment is no longer applicabledue to changes. The welding issue wasresolved per the disposition of the originalF717 finding. Documentation submitted byTVA confirms that subsequent changes havebeen made to the hanger.

This item has been reported to the NRC andis the subject of a Non-Conformance Report.In view of the fact that the issue is beinghandled via a formalized program, the issueis considered resolved under present projectguidelines.

Drawing 47W427-4R17 Reexaminationconfirms thatdesignated as

of the Document Review Recordthis item was improperlya punchlist item.

See D0173

Drawing 47W427-227, Rev. 1Drawing 47W427-228, Rev. I

See D0172

See D0172

TVA Form 3 DIN 3234 withattachment

Reexamination indicates that this item wasimproperly statused as a punchlist item.

Examination of the drawings providedindicates that the coefficients of thermalexpansion have been properly listed.

See comments for DO172.

See comments for D0172.

TVA submitted a Form 3 and a copy of Memo-randum NEB 830622261 which indicates thatappropriate corrective action has been taken.

DO0173 3179

Status

Resolved

Resolved

D0174

DO0190

3180

3196

DO0198

D0220

DO0228

Resolved

3204

3226

3234

Resolved

Resolved

Resolved

Resolved

Resolved


Drawing No.

D0235

D0276

D0278

D0304

D0330

DIN No.

3241

3282

3284

3310

3336

DO0443 3449

D0461 3467

D0464 3470

D0465 3471

Document Reviewed*

See D0172

See D0172

See D0172

See D0172

Remarks





Finding F-119 and attacheddocuments


See D0133


Drawing 03B-IAFW-R49,'Rev. 903

The TVA submittal of Memorandum NEB 830524264 indicates appropriate corrective actionhas been taken. This is a report of theF119 item.

The TVA Drawing 03B-1AFW-Rl32, Rev. 902indicates that the drawing has been revisedto incorporate the specified changes as wellas other changes.

TVA Drawing 85M47A050-lB, Rev. 6 permitswelding hangers to existing embedded platesin lieu of utilizing surface mounted plates.This can be interpreted to indicate thathanger detail drawings need not be updated.

The revision description for TVA Drawing03B-IAFW-R239, Rev. 902 indicates that theFCR has been incorporated.

The drawing print submitted by TVA confirmsthat corrective action has been completed.

D- 3

Status

Resolved

Resolved

Resolved

Resolved

Resolved

Resolved

Resolved

Resolved

Resolved


Drawing No.

D0466

D0467

DO0470

D0473

DO0482

DIN No.

3472

3473

3476

3479

3488

D0483 3489

D)0522 3558

Document Reviewed*

Drawing 03B-IAFW-RI46, Rev. 904

Mechanical Hanger DrawingGeneral Notes 47A050-1T




Drawing 03B-IAFW-R230, Rev. 903

Drawinig 47W600-6, Rev. 8

Remarks

Revision notes on the TVA drawing indicatethat appropriate corrective action has beencompleted.

Note 3 of TVA Drawing 47A050 permits thewelding of anchor plates to existingembedments in lieu of using bolt anchors.This implies that hanger drawing need notbe updated to reflect the as-built conditionnoted in this Document Review Record.

The TVA drawing revision notes indicatethat the required changes, as well as otherchanges, have been made.

The TVA drawing revision notation indicatesthat appropriate updating per this DRR hasbeen completed.

The TVA drawing revision notation indicatesthat the hanger drawing has been updated toincorporate the FCR cited in the DRR, aswell as to incorporate other changes.

The TVA drawing indicates that the requireddimension changes were made and that thehanger attachment for 03B-IAFW-R229 wasshown.

The drawing has been corrected as indicated.The item is closed.

Status

Resolved

Resolved

Resolved

Resolved

Resolved

Resolved

Resolved


Drawing No.

D05 75

D0580

D05 82

D05 83

D0584

D0622

DIN No.-

3611

3616

3618

3619

3620

3658

D0623 3659

D0624 3660

Document Reviewed*


Drawing 03B-IAFW-R235, Rev. 903




Drawing 47A427-2-29, Rev. 2



Remarks

The TVA submittal indicates that the subjecthanger has been redesigned subsequent to theB&V review. The item is considered closed.

The revision notation indicates that thesubject FCR has been incorporated.

The notations on the TVA drawing along withthe matrix notations indicate that appro-priate action has been completed.

The TVA drawing as clarified by the TVAcorrective action description supportsclose out of this item.

The copy of the hanger drawing forwarded byTVA indicates that it has been revised toincorporate the changes defined by B&V aswell as other changes.

Revision notes on the TVA hanger drawingindicate that the changes defined by B&V,as well as other changes, have been made.

The TVA drawing and matrix information wererevised in conjunction with the partial G-43specification attached to the original F799finding. The item is considered closed out.

Revision notes on the TVA hanger drawingindicate action is complete.

D-5

Status

Resolved

Resolved

Resolved

Resolved

Resolved

Resolved

Resolved

Resolved


Document Reviewed*Drawing No. DIN No. Remarks Status

Resolved

Resolved

Resolved

Resolved

Resolved

Resolved

Resolved

Resolved

D0625

D0626

D0627

D0628

D0629

D0630

D0631

D0632

3661

3662

3663

3664

3665

3666

3667

3668


Drawing 47A427-2-30, Rev. I







Revision notes on the TVA hanger drawingindicate required action is complete.

The revision notations on the TVA hangerdrawing indicate that the required actionhas been completed.

The revision notations on the TVA hangerdrawing indicate that the required actionhas been completed.

The revision notation on the TVA hangerdrawing indicates that the required actionhas been completed.



TVA provided Revision 2 of Drawing47A427-2-3 which indicates that the FCRhas been incorporated.

The revision notation for the TVA hangerdrawing indicates that the required actionhas been completed.

D-6


Drawing No.

D0650

DIN No.

3686

DO0737 3777

D0817

D08118

3878

3879

D0819 3880

Document Reviewed-

Drawing 47W427-221, Rev. 1

Not applicable


Drawing 1-03A-453, Rev. 905

Drawing 47A427-3-]., Rev. 1

Remarks

The drawing forwarded by TVA provides thenecessary cross reference to the miscel-laneous piping drawing. The item is closed.

Reexamination of this DRR indicates thatthe item was an observation rather thana work item. The TVA position isreasonable and the item is consideredclosed.

The hanger has been redesigned and therequired FCR incorporated.

The revised drawing and TVA correctionaction description indicates that correc-tive measures have been taken.

The revision notation indicates that thehanger drawing has been revised to includethe FCR cited in the DRR.

'These documents have not been reproduced for this report.

Status

Resolved

Resolved

Resolved

Resolved

Resolved


INDEPENDENT REVIEW


APPENDIX A BOOK 1FOLLOW-UP DATA




FORM 310520DIN521110520.92.0000ref: 10520DIN3525

WATTS BAR NUCLEAR PLANTINDEPENDENT REVIEW

Finding Number /F /1 /0/

Commnents pertinent to finding:Auxiliary oil pumps not automatically monitored. Auxiliary oil pump motorstarter auxiliary contact wired to computer for status monitoring.

Corrective action completed. TVA drawing 45W760-3-3, Revision 8 attached.

Program Tem Member

OEDC Program Manager Dt

airman, 0 7Policy C-ommittee

Black & Veatch ~ 7V us-~. ~ ~ ~ a.~.

Classification: Type

ý/010 & Veatch Project Manager

Black &'Veatch Senior Review Team Chairman

Category 49

Date

Date

3/tiý 71 ZDa ee

14, L3Date

///Ziý 9 ý) ,/ Date

---------T-- DIAGRAMS---------

TENNESSE VALEY UTHRITUNIO IF TSlSAE I &E2

WIRING DIAGRAMSAP

n-nfl

FORM 3 10520DIN508810520.92.0000ref: 10520DIN4249

WATTS BAR'NUCLE.AR PLANTINDEPENDENT REVIEW

Finding Number IF /1 /0 /1

R-PL

Comments pertinent to finding:

47W610-3-3 was revised to show correct instrument locations and to agree withthe 47W600 series. The FSAR was revised to include auxiliary feedwater flowin Table 7.5-1. All corrective action is complete.

Attached is copy of ECN 3647.

j~CLRProgram Team Member

OEDC Program Manager

Chairman, OEDC Policy Committee

q/(,Date

I'4~3/Date

Date

Black & Veatch -74 -a,,

Classification: type I]

alA& Veatch Project Manager

Black & Veatc'i Senior Review Team Chai~rman

___________________ Category LI?

Date

12 5-43Date

£11,

.I- .

TENNESSEE VALLEY AUTHORITYDI VI S ION O F ENG INEE R ING DES I GNI.W 8 s Bar Nudlw u~FM1~t i~llg L 1

TO: Construction Project ManagerSWP 204 GB-K

From: Design Project Manager

ECNNO. 36 '/77rl

M

Was IJ Analysis Required: Yes No

&4A~4 i~em: ~2//

7

y 'd gs. /. -- A~CCz __________

Prepared by Section Leader

1" ~~~~~~~Released: -''~~&~y-JOtProject Engineer 1 Design Project fnager Dt

*SCOPE

Project ý(497r3 .9- /e0d/2 Affected Unit(s) / .System or Feature / 67 -16-767 (32 NC1 WI20 S&P 826.Reference & Oescrlp fC6 /6 o r .__ i cvt4.5 V 'D 7;0-4

S.~V-,.- - -/ CI O

(n DRAWINGS dq'a0j"UKVOLVED: QJ)YestsWuired) or

No

V4 Mechanical 3 A C ?4

S NUCLEAR PROJECTS DESIGN GROUPS

Civil A/__

* Electrical I I-.Mech

FOSSIL. flD10 A SPECIAL PROJECTS DESION

SPECIAL DE31I( PROJECTSA1

A ARCHITECTURAL SUPPORT BRANCH

PHYSICAL WORK MUST BE DONE BEFORE:

P1.OOI~tF.61I%'Tharm

Date BranchData SheetAvailable

fComm'i lIt

Tes Loa weIe I '-1ueUnit(s) l

CC (Attaclmqwti): *Yes.L~1fs

CHI EF, ARCHITECTURAL,3SUPPORT BRAICH, URCIZE C-9

CHIEF. ELECTRICAL ENGINEERING BRANCH. vaCuA6 C-9CHIEF. MECHANICAL ENGINEERING MUACH, UTC12A C-NCHIEFr NUCLEAR ENGINEER, WIOCI2A C-9C:iE F. QUALITY ASSURANCE $RANCH. 5100 HIS-

& XE Pk.r IN WE,). f7

ENGINEERING SUPPORT BRANCHES

Approval Required

ECt Iis.eadfr l branch revie .w:

esg rjc Cae Date

Approved. .

Itt IILR. CUM Date

c*' C/Date

Ci'ief Nuclear Engineer Date

Required for PSAR or FSARRequired for Preoperational Test:

- If Yes, Test No.Vendor Backcharges InvolvedSeismic Analysis RequiredNonconformance Report RequiredIf QA AppliesSecurity System Modified

YesojNo

-rv4A 2.?-. 2.-ti-B~t~0A'0

4/0

Vendor(s) involved:

S6-CHIEF. COST PLANNING AND CONTROL STAFF. W12C7sC-CHIIEF. SPECIAL DESIGN PROJECTS. W20224 -ANAUGER OF CONSTRUCTION. E7324 C-9

PLANT SUIPERINTENDENTHEDS. WSIA3 C-K

ENGINEERING CHANGE NOTICECOVER SHEET SWP V8 02 14

(BEFORE ISSUANCE OF OPERATING LICENSE)

Ar-1.4 A /07 'C I Aly) X / L)

I

DATE _FEB 14d 00

TENfiVSS!EF VALLEY AUTHORtlDIVISION OF ENGINEERING OESI

ENGINEERING CHANGE NOTICE NO. 3qG N DATA SHEET NO.L.....

Watts Bar Nucleer Pkiat, Spring iy1 T

Design Project Manager S'~-'1 4~o Gr-BFEB 14 13

Released By: Z I ( /'D~esign Project Manager

Preparing Section MEDS Accession No. EDAcesion No.

C7/Ci R c'WD W 0 14 ý570-Prepared 0~~I 4By: ios-s 7 45;fW19z1 - ________________

Total Pages (RO): 2.Seto WP V 0412Z 523 51_ __ _ _

Supervisor: RStaff Eng. Q9f 6Architect: A'/A4 2

GroupHead: 'r 4 RR

3 7Branch I_ _ _ _ _ _ _ _ __ _ _ _ _ _ _ _ _

Chief: Dte

Project /¼73c9 116ArifAffected Units //Z.System or Feature ,4'x,1-toe 5pýyS~ 7-2Fz,-7 3

Reference & Description of Change Bel,- er 06v,,goe Fotfwlo 5 7-60~A'Ab s

,/oqj At7: F030 (#66 W014 WP 9267)

SEE ASSOCIATED DRAWINGS LIST. REVERSE SIDE

REV. DATE PRE- SECT. GROUPBRANCH ECN D.P. OSIINORESONTOTALNO.* ISSUED PA RED SUPV. HEAD CHIEF CLERK MGR. DSRPINORESONPAGES

aterials as follow s: A A ealInformation:

CN I EF. COST PLANNING AMC CONTROL STAFF. WIT a- PIAT SUPERINTENDENTCNIEF. ARC HITECTIJIAL SUPGPORT IRMANCH. Wacz4C-K CONSTRUCTION PROJECT M"ANAGECHIEF* C I VIL ENGI EERING RAnCMW90224 C-K MEOS. W5h63 C-9CHIEF. ELECTRICAL ENGINEERING BRANCHI. WOC124 C-11K0 AIS. 640 CST2-CCHIEF. SPECIAL DE3IGA PROJECTS. W20224 C-K1

BRANCH

1f

PAGE

. TENNELSEE VALLEY AUTHORITYCjlV(SION OP ENGINEERING DESIGN. PAGEEKENGINEERING CHANGE NOTICE No. 346'1 7

DATA SHEET NO. /

I ~IINEAFFECTED1 OWG ISSUE DATE IL O

UN__IT D-RAWING OR S'M NUMBER JRýEV.:XECE ]ACTUAL REMARKS RNEO

z4

,1 1

,d ,~--q-1f- 3 ; LAI

J 4'7We,'/- 3-3 14

T-N;tE-. VALLEY AUTHORITY ENGINEERING CHANGE NOTICE NO. 364-7DVSNF ENGINEERING DESIGN 1

)esign Project Manager SP204 G5.KEB 14198

Released By: 9' ý4 esign Project Manager

Preparing Section MEDS Accession No. MEDS Accession No.

#3epared3 0214f 57I4BY: w-. 7- E 7F=$T6.Total P3ges (RO): R R

Scin /Z1 51

Supervisor: R*j~.~-.E RIStaff Eng. or 6Architec-t: if) ?-.Le~d)Group ,.6'R RH ead: q 37Bach ate SCP

~i~t /~77J~ qg A~c~wSCLOPE Affected Units

System or Feature /?&'X1,L/A'g)' FFWP L-4Q 7-t, Syse4Reference & Description of Change RVI/ st FA? To' /NcC' XP0/Z4T'

179F F2'XiL-Jf?RX F'EFPW)?TER FLOLV4. REFEgZ 7-0

Q3012 Veld e23.8 . I (cR'iwP92,7)

SEE ASSOCIATED DRAWINGS LIST, REVERSE SIDE -

REV. DATE PRE- SECT. GROUP BRNHECN O.P. DSRFINORESONTOTALNO. ISSUED PARED SUPV. IHEAD CHIEF ILERK MOGR. ESIPONFRVSONPACES

Fiz. -0 riais as follows:

Adr. Information:

CHIEF. =ST PILANSI AS* COITROL STAFF. V12C75 C-K PLANT SUPE91STENDENT00EF. tcI TCIRL 3vPT0T BRAI, WCH. w26 C-K CORSTRJCT10I PROJECT NAIACER

CHIEF . Cý; KIL UJIUI EE164 IRAUCM.vW90224 c-19 - "ARKS. 5630 CZT-CCHIEF . a.ECTO 'CAL E*" IEEEEIIG BRNCHe, WIC226 C- ARS.60 ST-CHIEF . S;EIIAL ~E31GA P.J CT3. W20224 C-K

BRANCH 615584

'PAGEL

ENGINEERING CHANGE NOTICE NO._______DATA SHEET NO .

P.

AFFECT~n lOwaI ISSUE DATE REAK

UNIT DRAWING OR B/M NUMBER tREV.I EXPECTED ACTUALREAK

g~p 7ThRLE 7~~~-/ /313/983 ';--,r)q~ tj;)I-ý>(

K"' 7i~*

I ___ I _________ ___ ___ ___________I. __ _________

I

I. ____ _ I

__ I ________ __

__ I ____________

_ I ____ _ I

__i ________ __ .1 ____

__________________ _______________________________________________________________ ___________________ I

-H---__ _________

___ I__

II_

____ I _______________ I

I __ I _________ ___ ___ I

TENNESSEE VALLEY AUTHORITY3ivisicON OF ENGINEERING DESIGN.

FORM 3

WATTS BAR-WNCLEAR PLANTI',NDEPENDENT REVIEW

10520DIN507810520.92.0000ref: 10520DIN4250

Finding Number IF /1 /0 /2/

R-PL


47W610-3-3 was revised to show indicating lights for 'HS-3-179A/B and -179B/Band the correct locations for LM-3-172, -173, -174, and -175. All action iscomplete.

Attached is copy of EGN 3647.

Program Team Member


Ch mai n, OEDC Po Committee

11;[/Date

Date

Date

Black & Veatch

Classification: type Category 14

Black & Veaech Senior Review Team Chairman

Dat

Date

-4 12

ENGINEERING CHANGE NOTICECOVER SHEET SW!' W8 02145


TENNESSEE VALLEY AUTHORITYDIVISION OF ENGINEERING DESIGNfa&tv8 s Bar N~ud1WEk~t-irQZLI&

To: Construction Project ManagerSWPO 204 GB-RK


DATE FEB Id10,4Was IJ Analysis Required:

ECN NO.- 36.'17

Prepared by'~ (~f

Project Engineer

Project • 4 75,9~q't Affected Unit(s) / 6'Z

System or Feature ,1 - /~SYr#- (.3) NCI? Wp1J swP'!2L-7

Reference & Descript* -Sf NM' 115o 60CA-rf01- 'L VP ".4 /c RX1W 5r &A/0 7;0-Z

4 ~!d~tj41 '1CK~I ~1~A _S Y:1. CIO Z.

/~/o 3 7. FI&vDRAWINGS VOLVED:Q)14s

El 4PPORT BRANC

Mechanical A/2..

NUCLEAR PROJECTS DESIGN GROUPS

Civil AIDElectrical 61yesMech 1C

* FOSSIL. HIDinG A SPECIAL PROJECTS DSIGN

SPECIAL DESIGN PROJECTS

ARCHITECTURAL SUPPORT BRANCH

RISICAL WORK MUST BE DONE BEFO RE:

r Tst Load Power-

Unlitlis)


&cMMI I st fIOoer'n I RefuelI

CC (AttacnmevIt): -y *?ift

CHIEF. ARCHITECTURAL SUPPORT BRANCHO. WICISS C-1CHIEF. CIVIL ENGINEERING BRANCH. W90224 C-KCHIEF. ELECTRICAL ENGINEERING BRANCH. WBC126 C-9CHIEF. ECI4A ICAL ENGINEERING BRANCH. W7CIZS C-KCiIOIEF. NUCKLEAR ENGINEER. WIOCC16 C-11CHIEF. QUALITY ASSURANCE BRANCH. 5100 NiBO

ENGINEERING SUPPORT BRANCHES YesApproval Required

ENis e for branch review:

ýeinProject Mc ager at

Approved:-

/MiCI VIL 81. Cirz Date

CME Date

Chieif Nula nineer Date


- If Yes, Test No.Vendor Backcharges InvolvedSeismic Analysis RequiredNonconformance Report RequiredQA AppliesSecurity System ModifiedVendor(s) involved:

Yes oj No

"SoA~d we

CH IEF. COST PLANNING AND CONTROL STAFF. 11ZC204C1CHIEF. SPECIAL DE3IGN PROJECTS, W20220 C-19MANAGER OF CONSTRUCTION, ETNSI C-9PLANT SUIPERINTENDENT"EDS. USIA) C-k

No

I

'N

*TENNESSEE VALLEY AUTHORITYf ENGINEERING CHANGE NOTICE No. 34e *C'IVISION OF ENGINEERING DESIGN DATA SHEET NO..L.......

.Waits Bar NucIew Platf, Spring City~ TI

itBRANCH S

PAGE 1.L

Released By:Design Project Manager SN~p 7 O1 GH-IFEB ,4iaJ3

t11 Dsgn Project anager

Preprin SecionMEDS Accession No.w MEDS Accession No.Prearng ecion~ R SAD ~ 2 k 7 R

-PreparedOO I4

Total Pages (RO): 5Section 04_____1,2:______5___23__

Supervisor: RRStatff Eng. 404 2 6Architect; NIA__ _ _ _ _ _ _ _

"'dGroup RRHead, 3 7Brranch__ _ __ _ _ _ _ _ _ _ _ _ _ _ _ _

Chief: D;a~teSCP

Project ./'-'3 9t¶ (/t64r Affected Units /1 .

\\ystemn or Feature 4'/4d V,-b §y--,()

Reference & Description of Change O6 e,41r~q& 70~IdiC P~4//~S

f ~~~: V45<. rer r 1

- SE .E ASSOCIATED DRAWINGS LIST. REVERSE SIDE

REV. DATE PRE- SECT. GROUPBRANCH ECN D.P. OESCRIPTION4 OF REVISION TOTAL

NO. ISSUED PARED SUPV. HEAD CHIEF CLE RK MGR. PAGES

*Ial Information:

CHIEF. COST PLANNING AND CONTROL STAFF. W12C74 PLANT SUPERINTENDENTCNIEF. AORCHITECTURAL SUPPORT $RANCH. WRC12B . CONS TRUCtION PROJECT MANAGERCNIEr. CIVIL ENGINEERING BRANCH.WWI9DZ2N C-K HEDS . W596) c-K

CHIEF. ELECTRLICALSENGIN"EERING BRANCH. WBUC1216 c-i ARMS. 640 CST2..C

CHIEF . SPECIL DESIGN PROJECTS. W2022R C-9

TZ.ANESIlss VALLEY AUTHORITYON~ ISION OF ENGINEERING DESIGN-

ENGINEERING CHANGE NOTICE No. 3 4-:9 7DATA SHEET NO. IL

li-'PAGE ElI

ISSUE DATE ILINEAFFECTED OWO N OA ETUNIT DRAWING OR BIM NUMBER REV. EXPECTED, ACTUAL REMARKS REV.

I/- 7e)/v__174V4__ __ IL.

-- 3 31

10520ODIN5 00010520.92.0000

WATTS BAR NTUCL!aAR PLANTrINDEPENDEN'T 3REV=I,

ref: 10520DIN4304

Finding Number / F / 1 / 0 / 3/

R-PL

Conmments pertinent to finding:

Revised 47W611-3-4 to agree with 47B601-46 and 45W600-46-6.action is complete.

All corrective

Attached is ECN 3647.

Program Team Member


1174

Date

Date

Date

Black & Veatch 2~~tV ti

Classification: type

VeAatc Poe c Ma ge

Black & Veatch Senior Review Team Chairman

Category __________

Z/ t -Date

Date

FORM 3

ENGINEERING CHANGE NOTICECOVERSHEET SWP W8 0214 5-


TENNESSEE VALLEY AUTHORITYDIVISION OF ENGINEERING DESIG'ýVtl Bar Nudw Ei" 91104 ina QZM~k

To: Construction Project Manager

ECN NO. 3 6 e/7


DATE lid 1 MAO

Was IJ Analysis Required: Yes No 1_

Prepared by

Project Engineer

Project Z64r-4~75 -e de ~.dSystem or Feature/ 6 tA t S s7 ,'

Affected Unit(s) / .

Reference & Descripti f 3-0/ O/~O. 9 V -4/~2C~~14. ? ' A

f'7 DRAWINGS dq I VOLVD.Yets u~ired)-' - or

411ýird)No

CEIG PPORT Bl1ANC

Mechanical \4Q

Nu/NUCLEAR PROJECTS DESIGN GROUPS

Civil d.oElectrical yes

metru

FOSSIL. HYDRO A SPECIAL PROJECTS DESIGN



CC (AttaChm@%tq)- M. YesCHI EF. ARCHITECTURAL SUPPORT BRANCH. WSC126 C-4CHIEF. CIVIL ENGINEERING BRANCH. W90224 CKCHIEF. ELECTRICAL ENIGINEERING BRANCH. WBC126 C-N9CHIEF. MECHANICAL ENGINEECRING BRANCH. WWI~IZ C-KCHIEF. NUCLEAR ENGINEER. WIQC126 C-9CHIEF, QUALITY ASSURANCE BRANCH. 5100 oiB-

IFC/064.Date BranchData SheetAvailable

Approved.

AMf CIVIL BR. CHLDt

3 1LECT CALJ 81. Nz-g' at

CifNuclear Engineer Date

Required for PSAR or FSAR Yes oiN_______ Required for Preoperational Test: 6 A

If Yes, Test No. Z . z--Vendor Backcharges Involved A/ goSeismic Analysis Required d/

.tNonconformance Report Required 4efulQA Applies V6FS

Security System Modified 1410Vendor(s) involved: 40______A/6____

CHIEF' COST PLANNING AND CONTROL STAFF, HI*C75 C-CHIEF: SPECIAL DESIGN PROJECTS. .2D225 C-19HANAGER OF CONSTRU CTION. ETISS C-9PLANT SIJPERINTUNDENTNEOS. W5161 C-9

SWP 204 GB-K-

167 . FtOýQf

.A10

1! " - - I 'p- -,#ý Fz,,V-,e ý

TEIWZZýSEE VALLEY AUTHOR IDIVISION OF ENGINEERING OESI

-Y ENGINEERING CHANGE NOlGN DATA SHEET NO...Waits Bar Nuies' Plwat, Spring City~j TN~

Design Project Manager SWR '704 "K.~FEB 14Ai~3

riCE No. 3 4 BRANCH rSki

Released By:.,PG L.t1- esign Project Manager

Preparing Section MEDS'Accession No. MEJ ccsin No.

Ry / SWp 0l214 5 7 UPrepared 0 LJ Iin4

By: elps 7-6;r i - __________

Total Pages (RO): 2wP 3 4 R

Supervisor: R RStaff Eng. 2Architect: NVA 2Group RHead: ý37Branch ____________________

Chief: ate

Project SCOPE~4~A4t46AA I?1 Affected Units //2

System or Feature A,4x e- 4,t/ '6 / ,i'5 ~vt 4-f .5ysrza U3)

Reference & Description of Change Otarillr5 4A,, i9* o' lc. A64WI^45 7-0

-/0 0C1, 7 .10. ~6 (NCW WON 60 9Z2&7)-1

--- --- SEE ASSOCIATED DRAWINGS LIST. REVERSE SIDE

REV. DATE PRE. SECT. GROUPBRANCH ECN D.P. DESCRIPTION OF REVISION TOTALNO. ISSUED PARED SUPV. HEAD CHIEF CLERK MGR . PAGES

V-,'- 9- 2G---- A1 ,4 2

T

CHIEF. COST PLANRING ASO CONTROL. STAFF. W1204C-9 PLANT SUPERINTENDENTCHIEF. ARCHIITECTURAL SUPPORT BRANCH, W4CJ2s C..g COONSTRUCTION CPROJECT MANAGERCHIEF, CIVIL ENGINEERING BRUANC.WWd9022 C-K HEOS. 5SS63 C-KCHIEF: ELECTRICAL ENGI NEERING BRANCH, wecizA6 C-9 ARMS. GW4O CST2-CCHIEF . SPECI At DtSIGO PROJ ECTS. WZ2022 C-K

r.'ENNESSEFE VALLEY AUTHORITYO'VISION OP ENG1INEERING DESIGN.

ENGINEERING CHANGE NOTICE NO. 3(a-'1DATA SHEET NO. I.

14PAGE ElI

AFFECTED1 IOwa] ISSUE DATE LINUNIT DRAWING OR R/ UBER .REVJ CUA RMAK

HZLL Z12eJeti-3-3 133

-Irw

FORM 3 10520DIN507910520.92.0000ref: 10520-DIN3911


Finding Number /F /1 /0 /A

0-PL


47W605-8 was revised to show the-174. All action is complete.

Attached is copy of EGN 3647.

6g~'GL-Program Team Member

C~)1(LOEDC Program Manager

correct mounting positions for LI-3-172 and

Date

Date

////4/JK3'Date

Black & Veatch

Classification: Type Category ___17_____t_

&Veatch Project Manager


Date

/2,-/11 5Date

F//I?lv

ENGINEERING CHANGE NOTICECOVER SHEET SWP W8 021.4


TENNESSEE VALLEY AUTHORITYDIVISION OF ENGINEERING DESIGNýValt Bar NIdIC16 UW 1115itlQ1is~

ECN No. 36947

To: Construction P'roject ManagerSWP 204 GB-K


DATE -FESB1


Prepared by

.Project Engineer

Project ý(4-v7:5 -9,ý e I A'efo e 4-loo

System or Featuret! / '4`L -5S7y r-- 4

Reference & ecpt tCz5 -

Affected Unit(s) /7/-

(3) NCfZ WPrJ SwP8~A~7t ) NC S #A4W Swrat'

/:ý/'0 0-4 7F13- F/6AlCIA-'01,)6 _5 -/ ,/ ic/o z

& )T9~ Pk6r f A 4(ws4w1~, DRAWINGSc ~ OLVED:'Ye

~- or~,uired) No

EEING PPORT IRACC

Mechanical


Civil 1-Electrical 6/YesMech

FOSSIL, HYDRO A SPECIAL PROJECTS DESIGN

SPECIAL DESIGN PROJECTS .1?I&RCNITECTURAI. SUPPORT BRANCO

MY4SICAL WORK MAUST BE DONE BEOE

1Pre-Op Ist Fuel I%ThermIITest Load IPoweL


Eomm Ii 1s

Unit(s) 2-unitfil

ENGINEERING SUPPORT uRANCHES YesApprovalI RequiredYe

EC iisre for branch review:

esign ProjectMCager at

Approved:

CIVILOR. CDate

CH'I r/Date

YS±ýACAZ- 9Z V IV -1;L D. CN11$Date

C 'Ief Ncer Engineer Date


If Yes, Test No.Vendor Backcharges InvolvedSeismic Analysis RequiredNonconformance Report Required

SQA AppliesSecurity System ModifiedVendor(s) involved: ______

Yes oj No

~ldldy 6

CC (Attachmewf%):r-

CHIEF, ARHTCIV I JL SUPPORTIN BRANCH, W9 CISO C-9 CHIEF, COST PLANNING AND CONTROL STAFF. W12C7N C-*CHIE, CVIL NGIEERNG NANC, vRZZRC-NCHIEF. SPECIAL DESIGN PROJECTS. WZD20225C

CHIEF. ELECTRICAL ENGINEE41NG BRANCH. WOC126 C-11 NARAGER OF CONSTRUCTION, E7824 C-4CHIEF. MECHANICAL ENGINEERING BRANCH. VTC126 C-6 PLAN T SUP ERaINTUNDENTCHIEF, NUCLEAR ENGINEER. W:oC126 c-c HEDS. W5%) C-%CHI F, QUALIT ASSURANCE BRANCH. 8100 NiS-Nt

":-

&&4~J ~em' ~//

TENNESSEE VALLEY AUTHOR IIDIVISION OF ENGINEERING OESI

Y ENGINEERING CHANGE NOON DATA SHEET NO..

Watts Bar Nuclw Plavt, Spring CityA TN~

Design Proiect Manager SWp )04--Ga..K

.FEB 14 1Z,

riCENo. B~; RANCH

Released By: 61esg Poet Pg E L!4(./ DsgnPrjetManager

Preparing Section MEDS Accession No. - ES cession No.

4 C7-,f/C44- R S~ #83 n'l 57 R

- Prepared 0~lI~WJ~ 41I By: $53s~ /&9:5;r,*i / - IR__________

Total Pages (R0): 5~Section W__P__mono___041___2:__523____

Supervisor: R RStaff Eng. QV' N14 6Architect:2Group * RRHead: 7

Branch r _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _

Chief: teSC PAfetd

U isZProject .A114173 1%'¶ /e-46AA %4VrAfetd nt /fSystemi or Feature ,xuod 6 s,.7, Y 27(3

Reference & Description of ChneQe. e4-Id.Cp6',*w,W4 5 715

~~ g1..4ek~~~116 W6 6ArC' W'AP/6 9Z & // 7' O3

R~ftN

Iterials as fo llo w s: l a d .-6 s D 4 , S 1

I ~ ~ /~d /E3 tS8 -a~.r(

C IEf. CIVIL ENGINEERING BRANCN.WW90224 C-11 ARMS. S640 CST-KCHIEF. ELECTRICAL ENGINEERING BRANCH. WISC126 C-K AS OCT-CNIE. F:SPECIAL DESIGN PROJECTS. 16202211 C-K

.TF.NNE5SEFJ VALLEY AUTHORITYDIVISION OF ENGINEERING DESIGN-

Z-0PACE EKIENGINEERING CHANGE NOTICE NO. 364-, 7

DATA SHEET NO. I.

AFFECTED1 OWG ISSUE DATE I LINE I

UNIT DRAWING OR B/M NUMBER REV. AXETDj CTUAL REMARKS ND

4'IAS A /A - --~ 3 LA

417alooa-a7,dol~~~- '7, I A-- 2

____________________ 13 4

105 20DIN500110520.92.0000

WATTS BAR NUCLEAR PLANTINDEPENDEN'T REVIEW ref: 10520DIN4251

Finding Number /F /1 /0 /5/

R-PL


The schematic was incorrect in showing the AUX-NOR switch connections. Theconnection diagrams which show how the switch was actually wired were reviewedand found to be correct. The schematic diagram (.45W760-3-1l R5) was revised-andissued to correct this drawing error on FGR E-3458. All corrective action iscomplete.

References: FCR E-3458NCR WBN1SWP8267-Rl

Note: This finding is identical to Finding F805.

Program Team Member


Black & Veat ch / A . S 4..-ceA. pLa~

Classification: type Category

ea- VeachPrjet ange


43

Date

Date

FORM 3

Date

Date

Date

-i!NFFSFF Y'~~ AL~'''1 .. 'P-j- -1l

F1IFLO MIANGF pFP"'ý 5T Attmchimcnt A

FPF7LY MOnR.ANPP Fr:P. E-3458DOC

TO. J'. C. Standife~r, Sequovah and Watts Bar Design Projects 'Manag~er, 204 GB-K (3)

F~Guente-r Wadewitz, Project M4anager, Watts Bar 'Nuclear Plant CO(NST

Attention: 1W. M. Roop, W3A18 C-K

SFC-I0N T CONFT RF.OUFST

Feasor for Cha-npe: Statul Point:3

X Dr.,wing Discrepancy X Prior tr-, F;,,el r'.ir i acka?.o Nc'. -NWork PIan No. ___TA _

Iiltt After Fuel Loardiny btprinr

Const .ruction to Closir.g ('apitjizýýAzcn'1:2-t5

Additional Pesign - After C1Qojflz CanjtAi~'74-

Inforr'atioTn Acco!'tnts for the Poitire Plant

Doririments Affected 56031R

Yarked documents required an~d attached X YP3 N

Document revision re.-t!ire(I X Ye r___

C Dcrpio:Change transfer switch reeecsas indicated on the attached drarig

C>~r~ eauestd by: E. E. Burroughs, ~ -

Clag- prvdCharles Fisher _____10-29-82-(ae

Apnrrvarfl obt~iinm by: X T e I rn P Ct e

Anrp-"'.ee for trafl5!ittfll to EN DES: ____-l.- / -

~v~iJL.~----------------------------------------- --------------- -- . -------

TY - F'N pr'~ RFPLY/9F10.1O!J'TN

3,0

Corpnler)

C/0""nipl - eturn to CONST by EN F)ES

C Re Ptained by CONST untii originA' iN rreturn-1

Co'V 2 -Retained hy FN DFS

c')-)V 1 - etained by QC&R

YIEDS, 100 tJB-9

DIVISION OF: ENGINEERING DESIGNNONCONFORMANCE REPORT

MEDS Accession NY 1 Bp '83 0818 050

EW REPORT NO. TABNSUTP8267 R-- - r ---

JPAN WATTS BAR NUCLEAR PLANT IWUNIS i3PREPARER/ORGANIZATION/DATE J. D. Coliins/WBP/August 17, 1983JDESCRIPTION OF CONDITION

Electrical drawing discrepancies have been identified on the logic, control,schematic, and connection drawings for the auxiliary feedwater system as aresult of the Black and Veatch* third party independent review. The Blackand Veatch finding numbers are:

F101, F102, F103, F104, F105, F106, F107, F110, Pill, F114, F115, F116,F117, F123, F124, F127, F130, F131, F141, F802, F803, F804, F805, P806

Approximately 24 drawings have been identLf ied with minor discrepancies.

6DDATE OF OCCURRENCE EST X),I ACT. ( 1978 SIGNIFICANT CONDITION ADVERSE TO QUALITY

7] -t=.OD OF DISCOVERY Third Party Review YSC N

- - OE(EN DE-EP 8.1) -. BRANCH4 CHI EF/DATE j

I 12CORRECTIVE ACTION: The minor electrical drawing discrepancie's identified by Black ndVeatchhave been corrected on the following ECNs and PCRs:

ECN 2816 - F123, P124ECN 3647 - P161, F102, F103, P104, F106, F107, F114, F130, F131ECN 3650 - Fill, F115, P117, F127, F141, F803, F806FCR E-3458 - F105, F805FCR E3508 - F110, F116, P802, F804

2 CTIVE ACTION DEVIATES FROM A DESIGN CRITERIA REQUIREMENT YES NO

NONCONFORMANCE REPORT01REPORT NO.

Ze/.

116 ASSIGNABLE CAUSE: (REQUIRED IF SIGNIFICANT)

THIS IS A GENERIC CONDITION YES 13 NO 0

mi ACTION REQUIRED TO PREVENT RECURRENCE: (REQUIRED IF SIGNIFICANT)

INDEPENDENT REVIEW:

LABOR EST. (X.ACT. 1320 mH SCHEDULE EST. (X 1. ACT.I

ACTIVITY NO. *SeBlw~ TASK DESCRIPTION DATE INITIATED *S(

M5REMARKS: *EON 2816 -Act. No. DZ85-E281669 Date 11/29/82EON 3647 -Act. lid. DZ85-E364725 Date 01/17/83EON 3650 -Act. No. DZ85-E3650R6 Date 01/28/83

ThiXs NCR supersedes NCR WBNSW~P8267 RO.

R7DISTRIBUTION: L L NDSATO OPEECONST PROJECT MANAGER J. D. Collins, 5100 MIB-K ~IALE E CINCMLT

SEN DES PROJECT MANAGERCHIEF. ESBOFFICE OF QA

NE=B (for Significant NCRsP H*I*R

NSRS (for Significnt NC~qs)ASSISTANT TO THE MANAG3ER OF OEDC lQuality WBP I8 8 8 0

and Nuclear Sarety ey-for Significant NCRs 8 8 8 09*OtSTRIBUTE AFTERJHISUtItNATURE ________________

HANOCAR.RY COPY TO .NE"-LS MEDS ACCESSION NO.

FORM 310520DIN500210520.92.0000


Finding Number / F / 1 /0 / 6/

O-PL


Revised 47W611-3-3 to remove themotor-driven auxiliary feedwatercomplete.

Attached is a copy of ECN 3647.

ref: 10520DIN3912

blackout safety injection signal from thepump start logic. All corrective action is

Program Team Member

QEDO Program Manager

Chtr Qat, OE licy Committee

///7/93Date

I Date

Black & Veatch 7'v j /d..,*F%~ AI,

Classification: type Category .4


411/ /P-2Date

Date

,;ýL, -,,x

FORM 3

ENGINEERING CHANGE NOTICECOVER SHEET SWP W& 021.4


TENNESSEE VALLEY AUTHORITYDIVISION OF ENGINEERING DESIGNW8ats Bar Nud(W 31109iQ CLMk



ECN NO.- 36 '17

SWP 204 G"-

Was IJ Analysis Required:. Yes - No

Prepared by

Project Engineer

- Project 147 f,~%~System or Feature A /A 4 ~44-eg 5 ~ 4

Affected Unit(s) ~ .

f L) NCO, W84g SW~P8ala7Reference & Descri t' I C t oA i~ C Cv-~4. A4 4-

7'" 0 1"d~A YO ~ o~j'~/A ; 7 F/A~'Y~ Ff04.6 N1A Y-Pk Pklexr AffVI).4f P

DRWNS dqW3 7$'VOLVED:'

ECRIIIG PPORT IRNA i54C /'I

ctricl -,6S; "_Mechanical % B~

Nuitot A1NUCLEAR PROJECTS DESIGN GROUPS

Civil

-Electrical -SI

Mech

FOSSIL. HYDRa A SPECIAL PROJECTS DESIGN

SPECIAL 0E31GR PROJECTS 1

ARCHITECTURAL SUPPORT SURACK


Pr-pItFuel 1%Therm

Unit(sl

CC (Attacrim~wsq: at.Ye

CHIEF. ARCIHITECTURAL SUPPORT IRANCH. WRC126 C-KCHIEF, CIVIL ENGINEERING #RANCH. W90224 C-9CHIEF. ELECTRICAL ENGINEERING BRANCH. WOC126 C-KCHI EF, MECHANICAL ENGINEERING IEANCH. VIC126C-CHI EF, NUCLEAR ENGINEER, W10CIZ6 C-6CH IEF. QUALITY ASSURANCE ONANCH1, 5100 9IS-


ENGINEERING SUPPORT IRANCI1S YeApproval Required

MEC is e dforý branch review:

einProject Mo ager bt

Approved:

C!NL i. CNMI Date

CII E/Date

rAfN- clear Engineer Date

_________ Required for PSAR or FSARRequired for Preoperational Test:


Ist QA Appliesfu elSecurity System Modified

Vendlor(s) involved:I I

Yes oj No

'iAAdE W7. zler

V/

~ t 40-4CHIEF, CO3T PLANNING AND CONTROL STAFF, U1204 C-NCHIEF, SPECIAL DESIGN PROJECTS, VZD2ZR C-11MANAGER OF CONSTRUCTION, [L7124 C-9PLANT SUPERINTENDENTNEDS, VS9B3 C-K

DATE FEB 14 Ml

Comm'lOaer'n Re

TEWP.,ESSEE VALLEY AUTHORlDIVISýION OF ENGINEERING OESI

'Y' ENGINEERING CHANGE NOCAN DATA SHEET NO..Watts Bar Nuclew Ptaot, Spring City, TN~

Design Project Manager S\AIR214.-C9.KFES 4 la3a

rICENO. 34417 BRNC

Released By: '7~ PAGE Iý,(/- esign Project Manager

Preparing Section MEDS Accession No. - ES cesion No.

C7/4~/ R S Qp o214 570 R

Prepare!, 0~lI 4By: 0-s- _________ __

Total Pages (RO): 5ADfit) ~ )Section U?&C JC~J 04 -:-2Supervisor: R)744yv.~Q RStaff Eng. N1,4 6Architect: //A2Group * R RHead: 9'A'a501 3 7

Chief: at SCP

Project AlTr57 ~d Affected Units //Z.

S ystem or Feature ~/~ 'tIt§s-~,- 3Reference & Description of Change 279 if'S r vz-~ee 9A-pZ zoe e-, 5~/i' 70

/A ~ if7 VA-+rC-,4 #A71A1, 6 Ae-S )CI 0. C16 Z O3

/ --Io -/7. Fip 3NC o8~ P~

WW

at,~

rM

Ro

-- 4ý--SEE AASSOCIATED DRAWINGS LIST. REVERSE SIDE

REV. DATE PRE- SECT. GROUPBRANCH ECN D.P. DESCRIPTION OF REVISION TOTALNO. ISSUED PARED SUPV. HEAD CHIEF CLERK MGR. PAG ES

V- -z-3 f 7c7 "~e /2-- '2 24.L

aterlals as foiiows:4 C

alInformation: J,?i441cn. A mtC &J

CHIEF, COST PLANINIG AND CONTROL STAFF, WIZC79 C-9 PLANT SUPERINTENDENTCHIEIF. ARCHIITECTURAL SUPPORT BRANCH, W4CI26 c-1 CONSTRUCTION PROJECT MANAGERCOI EF. CIVIL ENGINEERING BRASCN.WWO022I C-K NEDS. W58S3 C-9CHIEF. ELECTRICAL ENGINEERING BRANCH. WOC126 c-K LAWS. 640 CST2-C

CHIEF . SPECIAL DE SICI P ROJ ECTS. VZ2D22 C-K

TEPNN&ý-SE VALLEY AUTHORITY'IVISION OF ENGINEERING DESIGN.

ENGINEERING CHANGE NOTICE NO. 36117DATA SHEET NO. I

IAFFECTEDI rWG ISUE DATE LNE

UNIT 4 RAWING OR B/M NUMBER OREV. ACXET fTUAL REMARKS RE

~91tS A /,~ - -~ - -;

q - 131

PAGE LJ

14-11- V5 I24-f-lqq-/3-83

FORM 3

WATTS BAR'NUCLEAR PLANTINDEPENDENT REVIEW

10520DIN508010520,92.0000ref: 10520DIN4252

Finding Number / F/1 / 0 / 7/

R-PL


47W600-57 and -60 and 47W610-3-3 were revised to show the correct locations forLM-3-172, -173, -174, and -175 and to agree with 47B601-3- series. All actionis complete.


Program Team Member


ai nOEDC ].licy Committee

11 gF.IF 3Date

Eate

Black & Veatch IZ222/i40

Classification: type Category- ,

16) ~%ck f&"Veatch -Project Manager

Black & Veatch Seir eiw Team Chairman

Date

Date

-_ý _/ ZZII

ENGINEERING CHANGE NOTICECOVER SHEET SWP W~ 021.4

(BEFORE ISSUANCE OF' OPERATING LICENSE)

TENNESSEE VALLEY AUTHORITYDIVISION OF ENGINEERING DESIG'IVats Bar NulW3114512QI

ECN NO. 36'/7

m0: Constructlion Project managejr

From: Design Project Manager-

DATE FEB 14 idjpWas IJ Analysis Required:

Prepared by

Project Engineer

SWP 204 GB.K

Project /~4~17S ,~9~&C L~9d Affected Unit(s)-/'/~

System or Feature / >' ,.6'4A$','5 ,# (3) NCR Lti&J SwF~82L7Reference & Descrlpt' f C 1V//3 if CXO0rrdA~e 5. /CI 7;044 s-P-/ r

A/~, ;6AIGs dQW-WVOLVED .Q~

(EIRSN PPOIT 8At'O47

Mechanical 1V0

NUCLEAR PROJECTS DESIGN CROUPS

Civil 4.)o-Electrical $1 -

Mech

FOSSIL. NYDNO A SPECIAL PROJECTS DESIGN

SPECIAL DESIGN PROJECTS 4 eANRCITECTURAI. SUPPORT BRANCH

.Pre*Op Ist Fuel, J%Therm1Emma

IUnit(sl~.j j7- ~ jJUnit(s)


ENGINEERING SUPPORT BRANCHES YeApproval Required 4

E is ea dforA branch review:

ýeig Drjc CIaeate

Approved:

Ad$ CVIL 81. CDate'

Date

ý MNP .C1 Date

M 2_______vv 2-11ACxiNuerl Enineer Date

_________ Required for PSAR or FSARRequired for Preoperational Test:


Ist QA Appliesfuel Security System Modified

-H--i Vendor(s) involved:

CC (Attacflmeeti): B"'S .3J,$CHIEF. ARCHITECTURAL SUPPORT BRANCHI. IARC12 C-N CHIEF. COST PLANINGS

-. CHIEF, CIVIL EMGIICERIRG BRANCH. W90226 C-9 CHIEF. SPECIAL 01510I. CHIEF, ELECTRICAL ENGINEERING BRANICH. WIC126 C-K MANAGER OF CONSTRUCT

CHIEF. MECHIANICAL ENINIEERING BRANCH. VC12S C-K PLAIT SUJPERINTENDENTCHIEIF. INUCLEAR ENGINEER. VIOC126 C-I1 MEDS. W51163 C-9fCMhIIF. QUALITY ASSURANCE 11*1CM. 5100 MIS-

Yes or No

.410

. 4tl AO

AiD CONTROL STAFF. WIZC74 C-9IPROJECTS. W20224C-

ION. E7824 C-9

No

Sod:"J,

NVCRzi x6g a6j- +r0<Fn& V,Oct AY) x / a /-

TNNESE YALE AUTHORITY-'JIVý!SION OF ENGINEERING DESIGN

Design Project Manager S\.

ENGINEERING CHANGE NOTICE No.___DATA SHEET NO.L.....

atts Bar Nuclear Ptaot, Spring QIlyA TN

BRANCH k

PAGE LIReleased By: ~ 5;647:%ý-

4V,. esign Projet Manager

R Natrasasflo :

4JIA#AC(./&aDli4 LS'(.

alInformation:

CHIEF. C03T PLANNING AND CONTROL STAFF. WlZC74 C-9 PLANT SUPERINTENDENTCHE.ARCHITECTURAL SUPPORT BRANCH. W4CI2Oc- CO NSTRUCTIONCPROJECT MANAGER

CHIEF. CIVIL ENGINEERING SAC.W02 - ES SS -CHI EF. ELECT'RICAL EINEERING SRANCH. VOC126 C-N ARMS. 64O CSTZ-C

CHIEF. SP ECIA DE31SOIG P ROJECTS. WD2022 C-K

Preparing Section MEDS Accession N3. - ES cesion No.

0"/ 1sw R &3 02.14 5 70U1ABy: ýrosz •_69i'7941 - _ __________

Total Pages CR0): ?

Section ýWP 041-Z 523 51 __ _ __ _

Supervisor: RRStaff Eng. geN1A 6Architect: I'A

SGroup R RHe'ad: 411.S~I69 3 71Brranch__ _ __ _ _ _ _ _ _ _ _ _ _ _ _ _ __ _ _ _ _ _ _ _ _ _ _ _ _ _

Chief: SCOPe

Project ./-7 %d 4' Affected Units /~

System or Feature /4i 6 ~r§;~/3

Reference & Description of Change_ eev~ro4. 4A.-Z o dvic 7-o-*',4~ST

SEE ASSOCIATED DRAWINGS LIST. REVERSE SIDE.

RIEV. DATE PRE- SECT. GROUP RANCH ECN D.P. DSRPINORESONTOTAL-NO. ISSUED PARED SUPV. HEAD ýCHIEF CLERK MGR. DECITO EIINPAGES

12 '704 IGB-K

*TENINIMEE VALLEY AUTHORITYCiVISION OF ENGINEERING DESIGN.

9-zPAGE I

ENGINEERING CHANGE NOTICE NO 4eDATA SHEET NO. I.L..

DRAWING OR filM NUMBERDwa ISSUE DATEREV. EXPECTED L.ACTUAL

7 i

-- RAIN OR -/ NUMBER~"4tREMAR KS

S-IL

7e- a_ 0 I-

_________________00______o

_________________________ /_____________q_____ -___________________ 3I

AFFECTED

10520DIN500310520.92.0000

WATTS BAR NUCLEAR PLANTL1DEPE' NDENT REV=- 4

ref: 10520DIN4253

Finding Number /F /1 /1 10

R-PL


This error was also detected during the final wiring verification test No. 6-61.EN DES was notified by CONST via the existing Field Change Request procedure.

The connection diagram (45B1767-2B R7) was revised and issued, and the wiringwas correctly installed per FCR E-3508. All corrective action is complete.

References: FCR E-3508NCR WBNSWP8267 Ri

Note: This finding is identical to finding F804.

Program Team Member

OE:DC Program Manager

// g,1,?Date

AMC J"Date

' Date

Black & Veatch a~A~ ~

Classification: Type Category -11

Bi ~JckA9Veatch Project Manager

Black & Vdatchi Senior Review Team Chairman

&I/ 142Date

2I/ A3Date

FORM 3

FCR L-35A

R~EPLY ý'!h0RA?!DUX E--50

.1 rDOC

C. St.-Inlifor, Scquoyahi and Watts Bar Design Projects '-'anager, 204 GB-K (3)

.wnc- ..c'ZPro~ject Manager, Watts Ear Nuclear Plant CONSTa

~:K I ( 7 *1

N.Roop, 1%3A18 C-K

-- '. 7rChn

7.-c 1 1i t . t C'

Construct ion

xAed~tional Dlesign

!nformrat ion

-curCn [s Af rec ted

4.d (1 0Cur'cfltS re

rtnr t rrw scn requ

.iLpies r5cIpL ion:

status Point:

X Prier to Fuel. Loading

After Fuel Loading but prior

System "o. 3Vork Packag No N/_AWork Plan NIo. N/A

to Closing Capitalized Accounts

After ("losing Capit--''P~dAccounts for th, Entire Plant

45B1767-2A R6, -2B R6; 45B1769-2A R6, -2B R7; 451,,1767-4 R9, 45W1769-4 Rll

....... L ... ;-4JWZ/bJ1-4 i(); 4>i3Ii/bI-t R,4B62E R7

~quired and.,attached X ye- - '

x Yes* red

Clarify the attached drawings to reflect the marked changes.

.,Inge requested by: E. E. Burroughs, Jr

(CONST Engineer)

~--cpprcoved bv:

-- ' ohtained by:

Charles Fisher.

(EI2 DES Fngineer)

X Telephone

12-3-82(Date)

0-th or

''.cei for transmittal to FIN D0:

SWI '83 0217 101 --------n-in-e)-Pr----t-----

7 1 N DES RrP.PY/PEý0LVTI0t:

Date Issued ---- ? ~-

4g 6' s w, 2~ 7,1 7 9 - 2A R / : 45w 1 4 t I2L.,6 '41 7 1, 7-2 ,Ei1

I. c , r C 1 1 (? t'2 n e e 7iignProjec t ei-.azer)

* P. I-UTIC to flOlST by [JI T)FVSVo t .i riflfd by CiONST ti lt i I nri no1 s re ti, rnvel

1 11011.' by OULR

('pg te)

DIVISION OF ENGINEERING DESIGNNONCONFORMANCE REPORT

MEDS AccessionlNWIBP "83 0818 050

PLAT W~SREPORT NO. UTBNSWP8267 R

PREPARER/ORGANIZATION/DATE J. D. Collins/WBPIAugust 17, 1983 ~ UI

DESCRIPTION OF CONDITION

Electrical drawing discrepancies have been identified on the logic, control,schematic, and connection drawings for the auxiliary feedwater system as aresult of the Black and Veatch'third party independent review. The Blackand Veatch finding numbers are:

F101, F102, F103, F104, F105, F106, F107, F110, F111, F114, F115, F116,F117, F123, F124, F127, F130, F131, F141, F802, F803, F804, F805, F806

Approximately 24 drawings have been identified with minor discrepancies.

6 DATE OF OCCURRENCE EST ( X). ACT. I)1978 SIGNIFICANT CONDITION ADVERSE TO QUALITY

7 2--THOD OF DISCOVERY Third Party Review YES C] NO [

" DE (EN DES-EP 8.01) 1130 -BRANCH CHIEFIDATE , '3

1COR ECIEATO:The minor electrical drawing discrepancies identified by Black 'and Veatchhave been corrected on the following ECNs and FCRs:

EC1N 2816 - F123, F124ECN 3647 - Fl~l, F102, F103, F104, F106, F107, F114, F130, F131ECN 3650 - Fl11., F115, F117, F127, F141, F803, F806FCR E3458 - F105, F805FCR E3508 - F110, F116, F802, F804

.. ... .

12J CýTIVE ACTION DEVIATES FROM A DESIGN CRITERIA REQUIREMENT YES NO

ID DESIGN CRITERIA DOCUMENT NO. ,EXCEPTION REQUEST NO.

1:]ECN REQUIRED QI YES NO(: ECNNO. 2816, 3647, 3650 SCHEDULE IMPACT CD P C3 A 3N

NONCONFORMANCE REPORT F1IREPORT NO. trB A"S

17,ASSIGNABLE CAUSE: (REQUIRED IF SIGNIFICANT)

1171 Thm~ l~ A r~FwFRIC CONDITION YESF~ NOEl

18 ACTION REQUIRED TO PREVENT RECURRENCE: (REQUIRED IF SIGNIFICANT)

19 f`ND0E P END0ENT RE V IE W: x

LABOR EST. (x.ACT. 1 20 MH SCHEDULE EST. (X). ACT.

ACTIVITY NO. *SeBlw~ TASK DESCRIPTIO EN DATE INITIATED *S

REMARKS: *ECN 2816 - Act. No. DZ85-E281669 Date 11/29/82ECN 3647 - Act. 'No. DZ85-E364725 Date 01/17/83ECN 3650 -Act. No. DZ85-E3650R6 Date 01/28/83

This NCR supersedes NCR WBNSW~P8267 RO.

[2?] DISTRIBUTION: AL_ NDSCINCOPEE

CONST PROJECT MANAGER J. D..Collins, 5100 MIB-K ALENDSCTOCMPT:

2] EN DES PROJECT MANAGERCHIEF, ESB

OF FICE OF QA

MEDS CIStANHCI/RG?%SRS (for Significant NCRs)*ASSISTANT TO THE MANAGER OF OEDC (QualityWB'8 018 0

and Nuclear Sat etyl -for Significant NCRs W P 8 8 8 0*DISTRIBUTE AFTER-ThJS5GtNATURE _______________

H ANOCAR.RY COP Y TO .NEB.NLS MEDS ACCESSION NO.

M17 THIS IS A GENERIC CONDITION YES r2 NO 0

10520DIN500410520.92.0000

WATTS BAR NUCLEAR PLAN~T12DEPENDENT REVIEW ref: 10520DI N3913

Finding Number /F/i /1 /1 /

0-PL

Co~ents pertinent to finding:

Wire Nos. 3B02 and 3B01 shown on 45W41767-4 R9 (terminals 51 and 55, l-FCV-3-136B-A)were corrected to read 3BC2 and 3BCl respectively on EGN 3650. All correctiveaction is complete.

Attached are NCR WBNSWP'8267 Ri and ECN 3650.

Program Team Member

OEDC~ frogram Manager

airrman, OE Policy Commnittee

1Date

Date

Black & Veatch

Cla-ssification: type Category A4 -

0Bgck & Veatch Project manager

Black &Veatch Senior Review Team Chairman

FORM 3

1/1/& /13.!Date

Iz-/hAiDat&

¶ ENGINEERING CHANGE NOTICECOVER SHEET sw

(BEFORE ISSUANCE OF OPERATING LICEPE)

TENNESSEE VALLEY AUTHORITYDIVISION OF ENGINEERING DESIGN -ai BIr udoer Phari, Spring City, 144


5..

IJ6~ U120W4

ECN NO.


DATE JAN 2 01983

SWP 204 GB-K

Was IJ Analysis Required: Yes No L

,Prepared b At

~%z0~4' Released.-t Project Engineer

P4

0 Design PI ject M.SCOPE

Project WATTS BIQR N~el-ER P4AARIT A

System or Feature (3) AI)X) LI RY FEEDW1~A TER SYS TEM

*ffected Unit(s) A.NCR WISHJ 5WE 6:4

Reference & Description of Change

F1. -31 / L/DRAWINGS OR B/M'S lIt

(Data Sheets Requi

NuL;KA* ~PROJE%{IftC'GRO`

Electrical E 2MeoJ

FOSSIL. MICRO A SPECIAL PROJECT$ DESIGN

SPECIAL DESIGN PROJECT$

AICRITECTURA. SUPPORT 53*5C11

-WIP '93 08226 5PH~YSICAL WO RK MUST BE DON:E:BEFOR E.

Pre-Op I1st Fuel I VThemlITest Load PowerI

II.- I


YE5 4

6 I;r F11. IIS AS )7'J

ENGINEERING SUPPORT BRAMCNES YesW aApproval Required

ECNr mdinc review:

/Osign Project Mafage at

Approved:

ENS CIVIL Be. CHIEr Date

EN S ELECTRcW; OR. CIIt7 Dat

ENS NECI Lon. OglE? Date2.A

Ch~tNuclear Engineer Date

________ Required for PSAR or FSARRequired for Preoperational. Test:

If Yes, Test No.

39 Vendor Back charges InvolvedSeismic Analysis RequiredNonconformance Report Required

:OMM'I Ist QA Applies__________________ Security System Modified

Vendor(s) involved:

I I I ICCC 191'. ARCNITECTIIR&L SUPPORT 63*5CN. HRCI2& C-6CHIgr. CIvitl ENI.SR(CRING.41*CII. U90224 C-9CNIEF, V' AL ENGINILNINC SlAsChl, WIC11S C-1

f t - Foci..: ... e 0.1' . - : rCA

y4~S(7CUIEF. C0ST PLANNING AND COVITRL STAFF,1 Irt;C7a C-1CHIEF., SPEC IAt DESIGN PkOJECCIS W20724 C-C1415AGEN Of 104STfr)JCTION. E7974 C-A

*1~~

£r2Sectior

anager

6wy4 14r-t

Date

U.~f)

Al Q

.i . :

-&LIN -0

AL

Se tion

NDýi

SE9 VALLEY AUTHORITY-OF ENGINEERING DESIGN

vlwi';i ez N

Design Project Manager s.WP 204 GEW-

ENGINEERING CHANGE NOTICE NO. 3(

Released By:

,eparing SectionF 2Prepared II,

Prepared 5 . FHE

Total Pages (RO):SectionSuevsrStaff Eng. orArchitect: V/A

MEUS Accessionl No.

?Zý nProject Manager

MWS)* ArcCesunn No.- - - -I-I

SWP '83 012055-+ 11

RI SWP '301 5441RHI t ;

5Z2.GroupR[Head: .. #3

Branchs_ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _

Chief:atSCOPE

Project WATTS BA9R NO(ILEAR PLAANT Affected Units .

SystemnorFeature (3) 4UXILIAR/Y PEFSDWA7E1R 5 YS TFMReference& Description of Change CORRECFT DRAWIN~CiS PER t3LAeX I VEATC~H

FJA~lN4 ~ ~3 ~' Fl FIV PAar*

FIAMM 6 Plý F03; W*.N; P Fil F115:,0 E)7 12; 12

'. .",

- SEE ASSOCIATED DRAWINGS LIST. REVERSE SIDE

REV. DATE PRE- SECT. GROUP RANC ECN D.P. DESCRIPTION ORF REVISION TOTAL

INO. ISSUED PARED SUPV. HIEAD _CHIEF CLERK MGR. PAGES

1 - 9- -73R 4(- Wa V-- _ _ _ _ _'

2I1SWe W 0308

rials as follows: NO P)?R LC.0 'DAddTfl5nal Information:

CMIICF. COST ?CANINGE AND COSISOL STAFF. WlC7 C-9 PLANT SUPERINTENDENTCIAI LT. AICISITECTUSAL SUPPORT 94ANCM, W1d26 - C0OESTIUCTI01 PROJECT MANAGERCM I. CIVIL EIGINLERING SIR1CM.W9922S C-4- WE S, V5143 C-9

Ct I? CCTRICAL i'C!-((Ir.INCSAICH. USd125 C-1 ES 50CT-

BRANCH PP E

0

525

EE VALLEY AUTHORITY'O ENGINEERING DESIGN-

ENGINEERING LiANiE NOTILE NU.~~DATA SHEET NO. IL..

FFECTE OWOa ISSUE DATE tN 0 SE

UNIT DRAWING OR RI .M NUMBER REV. EXPECTED ACTUAL I REMARK(S a.-

0 SN(660-3-H i - i~QI

2L-. 45W75)- J12. 2-7'

12- '-45W7-;I -1)O ZL - -

-~J -l f - -- A'LF~

I-S1772 -7-

L.....L W174'J5 12--4-

1252. 7 A 9-1 2.)1.2Z q,5W 2 o -'s 13

7- -~n- -s-c-

-7 14S. 6I

L -- I

I_ _ I I

I _____________

4'I PAGE LI-

-... - - . -1

DIVISION OF ENGINEERI-NG DESIGN~'*.'C7-'J CONFORfAANCE REPORT

MFEDS Acr ,-firn N6.'D 8 ~3l8

R P RE OhT NO. % AAI~S2WS67_R1

] P~NT WATTS FEAR UCKRPLANTrUI

2 -~~jOCANZATON/ATE J. D. Co11ins/1",BP/August 17, 19'83


Electrical drawing discrepancies have been identified on the logic, control,sche-atic, and connection drawings for the auxiliary feedwater system as aresult of the Black and Veatch third party independent review. The Blackand Veatch finding numbers are:

F101, F102, F103, F104, F105, F106, F107, F110, Fill, F114, F115, F116,F117, F123, F124, F127, F130, F131, F141, F802,.-F803, F804, F805, F806

Approximately 24 drawings have been identified with minor discrepancies.I

ýj DATE OF OCCURRENCE EST ( X).ACT. 1978 J SIGNIFICANT CONDITION ADVERSE TO QUALITY

-] tHOD OF DISCOVERY Third Party ReviewYE _ N0L

DE(EN DES-EP 8.01) !11 - RANCH CHIEP/DATE

T! CCOPRECTIVE ACTION: The minor electrical drawing discrepancies identified by Black and V'eatch1-lave been corrected on the following ECNs and FCRs:

-F12'3, F124-F1l-1, F102, F103, F104,-Fill, F115, F117, F127,-F105, F805-F110, F116, F802, F804

F106, F107, F114,F141, F803, F806

F130, F-13136473650

E3508*

21 COWTIVE ACTION DEVIATES FROM A DESIGN CRITERIA REQUIREMENT YES DNODESIGN CRITERIA DOCUMEN.T NO, EXCEPTION REQUEST NO.

41 =CN~ %EOWRED [:N Y ES N07 ;CN NO 2816, 3647, 3650 FPSCHEDULE IMPACT "7 P A

NONCONFORMIANCE RLPORT I I7ý ' *)"

AirSAIG%,L CAUSE: (REQUIRED IF SIfl'NIFICANT)

IU7 THIS IS A GENERIC CONDITION YES NO f

118ACTION REQUIRED TO PREVENT RECURRENCE: (REQUIRED IF SIGNIFICANTI

Iv- N ~P~NENTREVIEW:

1120! 1 BRET.XAT 20 MH f21SCHEDULE EST. IX). ACT .* DA,

122 ACIVIY N *Se BlowTASK DESCRIPTION !N24ý DATE INITIATED *See BeiC

!FiREMARKS: E ECN 2816 - Act. No. DZ85-E281669 Date 11/29/82ECN 3647 - Act. 'No. DZ85-E3647215 Date 01/17/63ECN 3650 - Act. No. DZ85-E3650R6 Date 01/28/83

Th is NCR supersedes NCR WBNsWP8267 RO.

121DISTRIBUTION: AL_ NDSATINCMLT

'~CONST PROJECT MANAGER J. D. Collins, 5100 MIB-K ALEDSACINOMET

S EN DES PROJECT MANAGER iCHIEF, ESEIOFFICE OF CIA_________ _____

NEB (fo. Significant NCRsP RAC CIIOG

MEDS cis BACCH OGE

NSRS (for Significant INCRW i

A:SSISTANT TO THE MANAGER OF OEDC I~uality W P ,'and Nuclear Safety).-for Sionificant NCRs WBP '83 ~ 081 05

DIS TRIBUTE AFTER THIS SIGNATURE I_____________________

i-ANDCARRY COPY TO NEB-NLS IMD CESO O

FORM 3 105 20DIN5 08910520.92.0000ref: 10520DIN4359

WATTS BAR' NUCLEZAR PLINSTINDEPENDENT RE-iEW


R-PL


The time delay relay (TDR) shown on the schematics and connection diagrams didnot agree with the time delay range shown on the logi c diagram. The exacttime delay setting is determined during preop testing at which time the requireddrawings are-revised to document the actual time delay. New relays were purchasedwith a time delay range compatible with that shown on the logic diagram. Thedrawings which were revised and issued (per ECN 3334) to correct this discrepancyare: 45W760-3-3 R7ý, 45W760-3-4 R7,' 45B1767-2A R7, 45B1769-2A R7, 45W751-4 R12,45W751-10 Rll, 45BM751 RO. Relays were purchased on Procurement RequestNo. W-3534. All corrective action is complete.

References: ECN 3334NCR WBNEEB8301PR W-3534

Program Team Member

"146iffaLOEDC Program Manager

Cha rman, OEDO)Policy Committee

il1114gDate

V 'at

Date

Black & Vac

Classification: Type _____________Category A

Black & Veatch Senior Revi-ew Team Chairmzn

Date

,Datee

C) (BEI

TENNESSEE VALLEY AUTHORITY*O ".IVISION OF ENGINEERING DESIGN

To. Construction Project Manager-

JEERING CHANGE NOTI.CECOVER SHEET SWP '83 0120

V From: Design Project Manager

AAE Cic*DATE sJmi1 kv

4.1Was IJ Analysis Required:

UI

FORE ISSUANCE OF OPERATING LICENSE'

Walts B~ar thxlkwan~~ri] cly~JI

* ECN NO. 3-33)4/

SWP 20.4 GR-K

Yes N -

ject

SCOPE

ý,Proic IAArT.S R/ R NUC LEAR PLIMIor Feature V b P) 1) qYeSTPM 1

-Section Ltadler: ,1*

tM4.9er Dt

Affected Unit(s)________

NeC! S IJ- SW 8 2,11-1

REVI-SED SeJ1EMADC~ AND if,0NPIEC7-JOk PRAwYItLGI2LOT6

fDiAQ,?AM5 QM/ VAR)OUS INSTRUMENT SETTIAJ. EF

Yes Date Branchor Data SheetNo Available

fly21Qo

Mlectigi - 2

fOSSIL. NTDNO A SPECIAL PROJECTS 0ESIGN

yr~ SPECIAL DESIGN PROJECTS

S AKNCITECTVRAL 3UPP091 INAMCN

PHY4SWALWORtK MUST BE DONE BEOE

-Pie-Op Ist Fuei I%Twma Comm'i IstTest Loadl Power Ooer'n nfleuel

V7'Unit(s)),

/Approveo:

ENS CIVIL OR. C),

___________EN EII% 7 NANICAL 3.CE

Chief Nuclear'Engineer

A-

Date

Date

Yes orNoRequired for PSAR or'-FSAR YESRequired for Preoperatlional Test: hi 0

If Yes. Test Nd:., ~ __________

Vendor Backcharges Involved 0Seismic Analysis RequiredoNonconformance Report RequiredQA Applies*.fSSecurity System Modified hi 0Vendor(s) involved: NO AJ F

CC (Attaellmv~t%): s4CHIEF, ARCHITECTUAtL SUPPrOT RAC.UC2 C-9

CHIEF. CI VILI NGI EERING RANCH. W90224 C-iCHIEF. ELECTRICAL ENGINEERING BRANCH. WOC126 C-9CHIEF HECHANICAL ENGINEERING BRANCH, W7C126C-CHICF ". NCL EA ENGINEER. VIOCISS C-9CHIEF. QUALITY A 3SURAR1CE BRANCH, 9100 HIS-6

-- m oBP6-2 V~2 -5--

CHIEF, COST PLANNING AND CONTROL STAFF. W12C7S -CHIEF. SPECIAL DESIGO PROJECTS. .Wz22a -"ANAGER OF C0N3TRUCTIOa. 17524.C4NPLANT SUPERINTENDENT"GEDS. SSN6 C-N

Reference &

lipA&-

A'TENNES;SEE VALLEY AUTH4ORIT.DIVISIOi-'OF ENGINEERING 0E51

ENGINEERING CHANGE NOTICE NO. 3~L

DATA SHEET NO. I..Wafh; Bar Nucdoar plaoint Sprir, C ty IA

Released By:Design Project Manager SWI'0. k

0 -1-psignProject Manager

Preparing Section MEDS Accession No. cesoN.

Prepared 02 RSW[ 00 R1050By: CIIIRLES C, FISHER - SCV51 _________

Total Pages (RO):(I3 SWP 830314 530 '

RRStaff Eng. or 2Architect: IY/A2

SGro'up ~ 6~RRHe~ 6'3 7

Chief: SCOPE

Project WATES SU~R NUCLEAR PLA~NT Af ,fected Units 1 A2.. 2

System or Feature VARI)OUS SYSTEMSReference & Description of Change REv) .5E1D S C)/JM27Tie- AN D L'ONNE CTION DRAWlAWS C

70 196REE WITH LOWi DIAlGRAMS Ov _VARIOLLS XNSTRUAIEAIT .SET7)NIS.REF: BLAqCK tC Vsqrem, F)ND)NrCvs F)J3: Fiz-9 F)2I' FJ3Z; FAOi:

- - - -SEE ASSOCIATED DRAWINGS LIST. REVERSE SIDEREV. DATE PRE- SECT. GROUP BRANCH ECN D.P. OSRPINFRESONTOTALNO. ISSUED PARED SUPV. 1HEAD. CHIEF CLERK MGR. OECITOO EIINPAGES

I3-lqO2j~hb _ '-b S Dete4e /7 Dw ~ ' .t]s~

,n No. ~P-33 ,

ler~ usa tIlows:

A U inormaion:

CHIIEF. COST PLANINIG AND CONTROL STAFF. duzCTS C-9 PLANT SUPERINTENDENTCHIEF. ARCHIITECTURAL SUPPORT BRANCH, WRC126 C-X CONSTRUCTION PROJECT MANAGERCHIEF. CIVIL ENGINEERING SRAINCN.WW9022S C-1 NED. W5S6 1"'"C3T1_CHIEF.7 ELECTRICAL ENGINEERING BRANCH. WIC124 c-11AMS 4 CT-CHIEF, SPECIAL DESIGN PROJECTS. WZD225 C-K

T__

GRANCH

PGE L!.J W

TENNESSEE VALLEY AUTHORITYDiVISIONOP ENGINEERING DESIGN.

ENGINEERING CHANGE NOTICE No. 3 3 3 A

DATA SHEET NO. LI 4'PAGEI]

I____ LINE U D

AFF~ECTED OWO ISSUE DATE NODAUNIT DRAWING OR B/M NUMBER REV. EXPECTED ACTUAL REMARKS RE

Li ll7 Z0 3-f'00- 8'3

HSAI 7?-1 -f _ _ _ _ _ _

)2,2- LI 5W2!60-2-3

I qS4 W760 O-4-f _________

h~a JISW74,-27-2 ________

I P b5N 1Z r3j . 3 1 . /;7 7 -:q

2.. '5N 600-34

;~~- 5Ne 4003-q7 -2 --

JSNLQ -Al -N4. 3-2:93

)2-2 Y.I45pUOO L7-. 7.. L )y SN•M6,06 - 9 7_6 -

12.2 ~~O~- ________

)~~~q: I tX~-6 -Ill- -z4-

z z ~ i5 N h- ------------

.. L~2... 5 gN2, nP -7J 2_________

:rVA 10575E.(EN DES-7-79)

TENNESSEE VALLEY AUTHORITY:,eDIVISION OF ENGINEERING DESIGN

ENGINEERING CHANGE NOTICE NO. .33.3 q

DATA SHEET NO.J.

r¶Ofl~AIINi~ rID DIM NI IMDF 0

ISSUE DATE

REMARKS

ILINE UPDATED

rN DATA SHEETREV. NO.

L 2- L.16W760-3I -1, 1,26_ _ _ __ __ __83__ _

2 ~ '4/5WA71e -3-2- (o 3__ __-21_ __ _

1i-z -"IAW760O-3-I12.__P__________ 2--1

2 q5)317 69-~)

t&, -16 7SI -10/~e

,5)N 7 60-.3 02 3 3 3__ ___2_ ___43__ _

*~ ~ IS1 k 5 M7- 0 __ _ ___0__ _ _

1 '1581761-O 00

* L A/5lZ7027 Q

2 L5BZ-76,- 02 0-

4_ S'N(*oa-S7-S q 1± 3 -1 9___ 4S-A) 600 -S7 -Z?- 2- 747__

'sPm (goo-5 7- 2--A ;-j3 '

If SW#6 o-,s7Z -

* ~A 6_ -o- 2 3-11F3 D~~.

L~AJ~o..2343"J-?3 -7__ ___1__ __ _

f-7

PAGE!'

ORAWING OR B/M NUMBER ,."IT,. FACTUAL

'TVA 10575E (EN DES-7-79)

TENNESSEE VALLEY AUTHORITY."DIVISION OF ENGINEERING DESIGN

ENGINEERING CHANGE NOTICE NO.' 1333'91

DATA SHEET NO.___ PAGE

1ISSUE DATE LNAFFECTED IDWG JND0

UNIT j DRAWING OR B/M NUMBER JREV. EXPCTE ACTUAL REMARKS IREV.

I _ _ _ _ _ _ _ _ _ _ (o 3-IY143 c•IIIL 2 IIW74o -30- 2 7 ~1 __________

1'

m = = = = = ýý

. ....... ...DIVISION OF ENGINEERING DESIGN

NONCONFORMANCE REPORT

Watts Bar Nuclear Plant

MESAcesinNo. EEB TO 11? 90 7

ED REPORT NO. WBNEEB8301I 3UNIT 1 and 2

PREPARER/ORGANIZATIOtN/DATE W. T. Estes/EEB II&C#3, /1-14-835]DESCRIPTION OF CONDITION

There are no procedures for documenting time delay relay setting that are determined bypre-op tests.

j 7DATE OF OCCURRENCE EST (X ),-ACT,( 12/30/82 1-9 SIGNIFICANT CONDITION ADVERSE TO QUALITY

DOF ISCVERBlack & Veatch Finding F-126' )76 YS NB11RANCH C H I EF/AFsi ODE (EN DES-EP 8.01)L,0

F"] CORRECTIVE ACTION:

A special engineering proceA :re ;vill be Written to give the procedure fordocumenting the time delay relay settings.

121 UCKHCTIVE ACTION DEVIATES-FROM A DESIGN CRITERIA REQUIREMENT YES E NcOH12ý, DESIGN CRITERIA DOCUMENT NO. EXCEPTION REQUEST NO. i

1!ECN REQUIRED YES -!-NO a]ECN NO '51SCHEDULE lkMý'ACT P 0A E]N

I2 PLANT

i

NONCONFORMANC8 REPORT1-ýREPORT NO.

ASSIGNABLE CAUSE: IREQUIRED IF SIGNIFICANT)

0It was not recognized that a formal procedure was required to documentthe time delay relay settings.

171 THIS IS A GENERIC CONDITION YES ( NOE[:

D8ACTION REQUIRE[) TO PREVENT RECURRENCE: (REQUIRED IF SIGNIFICANT)

Adherence to the special engineering procedure.

A directive has been issued by the Manager of Engineering Design,instructing all design employees to become thoroughly familiar withand to follow all EPs.

Ji INDEPENDENT REVIEW: A6-..r 2/,'.f20 LABOR EST. ( ,ACT. I )MH 21SCHEDULE EST. I I. ACT. (I DAYS

ACTIVITY NO. j 3TASK DESCRIPTION24DTINIAE

251 REMARKS:

This problem exists on BFN and SQN. NCRs have been written addressing thisap fk problem for their plants. All 14BN schematics have been reviewed. The

time delay relay settings not currently specified have been identified inletter from J. C. Standifer to F. W. Chandler dated April 7, 1983 (WBP 830427022). A memorandum dated June 14, 1983 (EEB 830614 939), to those listed fromF. W. Chandler details the interim procedure for documenting the time delayrelay settings. Special Engineering Procedures SEP 83-11, issued October -14,,1983 (EEB 831014 937), gives the procedures for documenting the time delay relaysettings.

F2-7 DISTRIBUTION: 26ALL EN DES ACTION COMPLETE: ICONST PROJECT MANAGER

F [8 EN DES PROJECT MANAGERCHIEF, ESBOFFICE OF GA

_______________

NEB (for Significant NCRs)***RNHCIEIR.DTMEDS C!SBRNHCIFOGDANSRS (for Significant NCRs1

ASSi.''iANT TO THE MANAGER OF OEOC (Quality '3 1 9and Nuclear Safetyl--for Significant NC~sMR T310 9 957DISTRIBUTE AFTER THIS SIGNATURE______________________

HANDCARRY COPY TO NEB -IsLS MD CESO OR. L. Brehmi, W8D195 C-K MD CESO O

- -, .~. -- ....... ... '-..-.. -''-c.-.-. * r t..,~..*t A LA I, (JLL tJtALdLVLCJ A 4UtL

PROC IUREMENT REQUEST FORM PR No. W- 353 11 R _______

PROJECT WATTS R4 NUL LF/N

B R E N C E : EN DES-EP 5.20 Date __ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ __

C'ACTI VITY NO. LDZI8151- 1E3f-13y F7.1 Section Supervisor Ext 39Y 48'Originator C5. C. PSHP d Ext -3? P (e

1. Descriptive Title: U ~ iXEL,AY ,; , ,p

AdditionalDescriptionIf Needed

Equipment LocationA. Building or Area: 1) 1 L)L 98Y C. Column Lines: iS'~ 19l rB. Elevation: 7 7~ D. System: -P13

2. Attachment(s): -11 ILL0F AA A LE RJAL (Y SAM 7.61

.3 Procuremen~t item number(s): FP`1JJJ I= 1 -11 1P-1 II"P I [ 1 1 1% complete: lab A

RO/AW activity No.

4. Construction item number(s): E eL -l 3 1 3S ;I5. ECN number(s): 3 33'6 (A) ANS Safety Class A/ ~(B) TVA Quality Group NA11

~) ASME Section I II Class N / .(D) IEEE Class FC. F. Braun CONST Specification No.___________________________

7. Standards and/or codes: N/8. Seismic required: Yes .... kZ. No Category9. Identical or similar item and/or material was purchased on contract

No. 7 9C~-5-8 YYI- File No,.____ Project W/YATTS8 RML"; R4I10. (Scheduled dates from CPM dated _______)Scheduled Expected

a. Procurement Request issue dateb. Requisition issue date (date released to PURCH) _______

C. Award of contractd. Submittal of technical data*________e. Delivery to site (enter need date if unscheduled) Start _______

Complete ______11. (a) Quality Assurance required: Yes.J4No ___ Part 21 Required: Yes N No __(b) QA requirement reviewed by 7-7/3-L.6 i'

-12. Design bases verified by i &•2~

13. Shipping destination: Plant site I/ Vendor -____ Other___________________14. Remarks: FA CNYP ('61,955 15 RE4W J IN ORIDE T40 PP.EVA=,T DLA

() F NST 'urp A II TAs E BY- UNIT 1 ;Erf9RT-U;F CN15. Vcr,16JP RI2T~ oA~~ AfAI uRP WIr rp6 7- I- p)NR A . /54C

roject Authorization 7. 91 W. 0. Number ______Suborder Number __________

& N.3 ~.~5 30- 00-37Z*List (as attachment) specific technical information and date required from vendor in order to continueand to complete TVA design.

TO:

FROM:

DATE:

SUBJECT:

WM4R:LBcc(Attachment): MEDS, E4B337 C-K &

R. J. Ogle, W6C126 C-K

J. C. Standifei

Accession No.

PROCUREMENT OF ITEMS AND/OR MATERIALS FOR

EJA. We acknowledge this procurementrequest. Expected performance Remarksdates are as we have indicated.

LII B. This PR is being returned perthe remarks section.

Requisitioning Branch Assigned

cc(Attachment): MEDS, E4B37 C-K

TVA 10606 (EN DES 4.80)

Branch Chief

PROCUREMENT REQUEST FORM

SVIP '82 112 ý6Accession No._____

F. W. Chandler-, Chief, Electrical Engineering Support BranchW126

J. C. Standifer, Project Manager, Sequoyah/Watts Bar Design Projects,204 GB-K

November 22, 1982

PROCUREMENT OF ITEMS AND/OR MATERIALS FOR WAATTS BAR NUCLEAR PLAI

Please take the necessary action to procure the item(s) and/or material perattached procurement request (PR No. W-3534 ). Please returnwithin 10 working days a copy of the procurement request form to me withthe requested information on item 10.

F-J This PR is unscheduled.

FJ1 This PR is behind schedule.

j This PR is for an Emrergency Purchase (see item 14 on the PR form)

FZ-J This PR is scheduled.

f~Input data sheet is attached.

-Check asrequired:

~-y9

TO:

FROM:

DATE:

SUBJECT:

Check one:

TLNNESSEE VALLEY AUTHORITY- OIVISION OF ENGINEERING DESIGN

CO 0 k7 A ~

ORn flEI wLASSM DESCRIPTION OVANTITY UNITS MARK NO.kqlnN CA ION _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ __ _ _ _ _ _ _ _ _ _ ____ _____

RELAY, TIME DELAY-, 480V AC OR 250V DC MXVOLTAGE.120V AC OPERATING COIL, 4P DT, PAINEL NOUNlT, TIMERANl-GE 2 t~o 20 SECONDS, ACASTAT TYPE 701/iAC, OREQUAL. EOUITIPENT TO BE.11MOUINTED 11N1 TFE-FOLLOWINGCOMHPARTME-NTS OF THE REACTOR NOV BIT WiIICU1 WASORIGINALLY PURCHASED 0O4 TVA CONTRACT 74C0-F4646.

1A2-AIB2-B2A-A2B2-B

COl-lPTCOMPTCmPT"COIIPT

F.RP-2

I I I I I I I Z.F.C.TRTCAI. BILL OF MATERIAL'PROJECT _LATT.S P-AR ?`! TCTJ~AP P!.A4`

z I1-:ECTPJ CAL LOUT t"11N1T

______._______________..______________ IOV P,"AC.FOR MOV P.!)

DWG NO. 4;9

0 33/. DTE ~hOEKNOXVILLE TENN DATE

Eck NO DAE W D Ct4KDlsplW~ l~ I S~P UB- I tcdIAPPR SNis" o I 'lo -- ,r.-n~

FORM 3

WATTS BAR NTUCLEAR ?LANTINDEPENDENT EEV=.4

10520DIN521210520.92.0000ref: 10520DIN4254

Finding Number I F / 1 / 1 / 4/

R-PL

Coimments pertinent to finding:

45W760-3-3- and -4 were revised to agree with 47B601-3- series. All action iscomplete.

Attached is copy of ECN 3334,

Program Team Membert/T/F

Date

'Date

tlz/ 1L2Date


I,,,- ý &A u,4-Chairman, OIDC Policy Committee

Black & Veatch

Classification: type Category 14-


,zh- 4 3Date

Date

IV

ENGINEERING CHANGE NOTICECOVER SHEET SWP 630120


TENNESSEE VALLEY AUTHORITYDI VISION OF ENGINEERING DESIGN


ECNNo.. 3 33 14

Wafts Bar Nuc~.ar Ri.at, 2flCiy1


DATE JAN 201983

SWP 204 GB-K

Was U Analysis Required: Yes - No-L--.

eg ARLAS if. P15/9ss

/1

Prepared by

Project EngineerReleased:

SCOPE

Proect WAZZ-2 SO h/PR NCLE19RL MIR)J

System or Feature V AR) 0 S Y!5T~rm _Affected Unit(s) I£

NCR t'k-swP 8:k.C.7Reference & Description Chnge R'EVISED SCREMATIC AND ePANdEeTI PE~A MISS' 76l.~

;&C1)AGRE W& f& )IARAM 125 eRQ- IN7RMN SET'F REP:

DRAWINGS 0; 1 LVED:

WCi fE CTI DSIG GOOPS

MectgiEl

FOSSIL. NV~OR & S1PECIAL P20JECTS DESIGN

SPECIAL. DESIGN PROJECTS

AKOalTECTU~a. SUPPORT BRANCH

R4YSOCAL WORK MUST BE OON4E BEFORE:-

Pre-Op I st Fuel I %ThrmlTest Loadt POww

Yes Date Branchor Data SheetNo Available

APL _

No _

NOi

Oper'n Iefueli

Unit S)

CC (Attacnnme.1): ? b .1 yes-' 5

CHIEF. AEOIITECTNIAL SUPPORT BRANCH. wuaii C-6 miCaiF CVI LGIECIE SLCK. W9D226 C-S cuti

CHIEF . EL;CTRICAL E NEII~UCG $03Ca. Mact"* C-a "AsCSliF: PECHAmiCAI. ENGINEERING BRANCH. W7Cl24C- PLAAaiMr. *iUCLEA ENGINEER. W10CIZ6 C-11NECliEF . OUALiTY ASSURANCE SNAECII. 5100 NIBI-S

ENGINEERING SUP"" INANCOEVApproval Required

ECN isanch review:

~sign Pejec f _ at

Approved;

13 CIVIL On.CHIK

MIAE33NS~iU Clm 11s D-a-te

Chief Nuclear Engineer Date

.Yes or NoRequired for PSAR or FSAR AISRequired for Preoperational Test: At) b

If Yes, Test No.______

Vendor Backcharges InvolvedSeismic Analysis Required-m AVNonconformance Report RequiredQA Applies YSecurity System ModifiedVendor(s) involved: Z1ht

-VEP-'83 0-6-2'5-nEF. COST PLANNING AND CONTROL STAFF. V1204 C-9E. SPECIAL DESIGN PROJECT:. CY20224 C-SAGL* OF COI3TMJ CTIO0S. 7024 C-9

B 531 C-ERSITID11SiP31163 EB

Date

M = = = = = ýý

TENIESL VALLEY AUJTHORITZ.tVtS10-4 OF ENmGiNEE:RING OutI 3N ENGINEERING CHANGE NO

DATA SHEET NO.-1 ar Nudear Fktvj, -z r-p iy~]P

ý)esitn Project Manager T,1 rjkz

VIcE No. 33 'BRANCH 6 ~

Released By: A'0.9"ignProject Manager

iýepr-nv Secion MEDS AcCeSsion No. M~ -c-cession No.E E2 RR

r-eparec0ZeqRES C.FISHER -SwP 8 0120 501~ ________

TtlPages(RO): (Ra RSWp W8 0314 53 0RSection 5 _ _ _ __ _ _ _

Staff Eq. orRRtV/te.- YA 2 6

CI ief: !ateSCOPE

PrjectA2r WIQTT hiRveLgfl PL~ojr Affected Units 12..Ssem orFeature VY' R) QQ S SYS7EMS

Reference &uescription of Change REVISEfL SII-A I ~AND L¶QNYfECJr/ DR1aWlA16-

TO PAIREE WITH L061d DIf4IRAMS ON-VaR100LS XASTRUMEAJT SET7)N6.REF : BLA~CK t VErc7P F)NDWC 2IS E13F2 5 F)2~ to Ell FA~OI

Pl~q;Jell]

S EE ASSOCIATED DRAWINGS LIST, REVERSE SIDER~v. OGATE IPRE- SECT. GROUP BAIHECN O.P. DSRPINORESONTOTAL

PIC. ISSUPED PAREDI SUPV. HEAD CHIEF CLERK MGR. OECITOO EIINPAGES

I 3-P9"?iLE~b AA -14XLLL Dette 4 c /Z D.% i4pv x Z

t iats as ____________

-z _ __ _1Ow~_ __ __ _ __ __ _ __ __ _ __ __ _ __ __ _ __ _

-_)Z Z ZZPANNGA01Z Z____________ -9PLITSUERNTNDNa _____________ AC ITE-1A 9V ITIl" I,1416C9O SRCINPOETKN

_________.__C3 _ W IE1 11EN2 a IIW92 C1E0. 516 C-

.. E . V nlTR e AL S ENG TEMR 11 TAN F. VC1267 C-11 M11043 6441CSETUDCA

ili F . SP-I&L UC2ESIG r.EC TS V20C*W 229 C-9 ES 56 -

TENNESSEE VALLEY AUM4ORITV ENGINEERING CHANGE NOTICE No. 3 33 LiDIVISION OF ENGINEERING DESIGN. DATA SHEET NO. I.......

[AFF~ECTED OWO E ISSUE DATE UALUNIT__ DRAWING OR B/M NUMBER REV. EPECTED I TUAL REMARKS

is ~ I ~ ~I ~-q-2?

I~AGEj

12.2 L45J 762 71 -

J,2- L)5W760-2-35~ _z_ -

Z LS W62 L2N~OC-3-- 5- - si r

Z- ...... 4!2-7n0-33 .3.. <-I - - -I~R i. Q117

12 a q5NOO7 1----I

1..LZ? 145NL,0 -3 -p MA - - -7-

12.2. 4 A 00~o -' -3 - PE -ia -- 31 74

L15-A 6~,00o-g7-3 Y--~~________

J~~q.N1 N00O-37-8--g

~~ ~46NA60O-'I7-7 1

122 95NtQ0-~Ji-4, 37 3--9

_45- -A--

'TVA 20575E (EN DES7-779)

TENNESSEE VALLEY AUTHORITYDIVISION OF ENGINEERING DESIGN

ENGINEERING CHANGE NOTICE NO. 3.3~3q

DATA SHEET NO. I.

~*1* 1

DRAWING OR BfM NUMBER

I ISSUE DATEIDWGI REV. IEXPECTED IACTUAL~1.

R EMA RKS

D -el4e.

-9 a/ -- -!2 -

L~~2 -463-11O--I V3 I2 S _ _ _ __ _ _ _ _ _

I42 4ISW'V76 0=3 -11- 2 ~ 95 76,-0-3~ '7 2L

L Y. )A -h74-0-- -7 1.3-2-8I-31_ _ __ _ __ _ __

L... '14582 742- 2A L_ _ _ _ _ _ _ _ _

1 L W737---/ 0_ _ _ __ _ _

11 11 1elA.

I L 5 7 .60 3 i2 21 3 3-1-93 _ _ _ _ _ _ _ _ _

-qSW712 (y 2 L

L '15BZ-zý , 0 _ _ _ __ _ _ _ _

I LI-sBZI741-~O 0 _ _ __ _ _ __ _ _

~~. SAJ600-S7*Z..O_ __ _ _ __ _ _

W&I60 7 -- 7- 2___it___3_ __-1_

LtSW6oo0 S7 31~Ji

no 1-7 3~ Dele4e--T - r -i------ 1 I-

4LPj 6 0 - 2- I. "'-I r-7 3-143

PAGE iýINE UPDATED

n DTA SHEET2Rv. NO.

li CA.) (o 0 0 2-

qrtj -6 6 a -'6 -"L 3LfS'ov6OO -7

-? 1 q. 4QLýA 9 ý - S= - ir-- 1 -9 1 A q 11 -

TVA 10575E (EN DES-7-79)

TENNESSEE VALLEY AUTHORITYDIV ISION OF ENGINEERING DESIGN

ENGINEERING CHANGE NOTICE NO. ,3L

1 DATA SHEET NO. )

nDAWSI~Jt~ AD R/M NIIJMRFR

ISSUE DATE

EXPECTED IACTUAL

q,,5ý,g 7 4 2-43

12- 2 YSW740-30-27

.7

7, 7 - -'7'

7'

UNIT DRAWING OR BIM NUMBER

,:7-

k.FFECTED

PAGE

F:1.I-

R EMAR KS

0-

FORM 3

WATTS BAR NUCL EAR ?LIJA-TNDEPENDEN'T R-LV-"#

10520DIN509010520.92.0000ref: 10520DIN3914

Finding Number /IF /ill/ /5

R-PL


The 62X relay coil was disconnected and the relay was shown as a spare onECN 3650. Drawings revised and issued for this finding are: 45W751-4 R12,45W751-10 Rll, 45W760-3-3 R3, 45W760-3-4 R3, 45B1767-2A R7, and 45Bl769-2A R7All correcti~ve action is complete.

References: ECN 3650 and NCR WBNSWP8267 RI


Program Team Member


Date

'Date

Black & Veatch 4/

Classification: type_____________


0--,4- ;100 p~r~4~~

Category __________

Date

Date

,oc 803

ENGINEERING CHANGE NOTICECOVER SHEET swm


TENNESSEE VALLEY AUTHORITYDIVISION OF ENGINEERING DESIGN as rNu;:.,3i CyT

'83 0120ECN NO. 36•0,S

To: Construction Project ManagerSWP 204 GB-K

From. Design Project Manager

DATE JAN 2 0 1983 8%4-d +CA .1-1: Z2 11

Was 1.1 Analysis Required: yes -Noje's

ifHdRI~LES e~. 1tJs HER

Ll Project EngineerReleased:

SCOPE

Project &B IT-6 R1AR- N~d LERR -LAVY

System or Feature' (-3) A x)LiiR aF'LEDWZIATEg sY-S TIC

Section L~

______ I-I -/J'

lanager Date

Affected Unit(s) ______

M 14CIZ WA&W Sua9 62V7

Reference & Description of Change CORRECe-Z DRAWIPJdS PER SLAeX I VEA=?H


Electrical E2Mech

YES-

ENuINEERING SUPPeRT 6m*RusXEApproval Required

ECNr a~nch review:tZ_ if_8

Zeic ro jet a~ager at

Approved.

E9S CIVIL IN. CustEr Date

INS ELCTRIC all. cauit '- l Date

itZ~Chidf Nuclear Engineer Date

FOSSIL. OVOID A SPECIAL PROJECTS DESIGN

SPECIAL. DESIGN PROJECTS

AMMINTEC79RAL SUPPORT BEANICO

WBP '83 0 826.PYIAWORK MUST BE DONE 8EOE

Test Load Power

539

Ooer~n IRefuetIunittst) 1 I 9- I I I

I:: uflit(s)

CC ~~y~(C IEF AR2ITC AL SUPPOR1T BRANCH. W4C126 C-I

C"IEF. CIVIL EIGI EERlog DRAMNC, W902219 C-9CHIEF. ELECTR:CAL ENGINEERIUG BRANCH, WC126 C-9cm IEF. NECIIAA CAL ENGINEMING $RANCH. V7C124 C-KN IEF . NUCLEAR ENGINEER, UlOC126 Cr-1

CHIEF. QUALITY ASSURANCE IRANCII. 5100 1I11

Required for PSAR or FSARRequured for Preoperational Test:

- If Yes, Test No.Vendor Backcharges InvolvedSeismic Analysis RequiredNonconformance Report RequiredQA Applies2 Security System ModifiedVendor(s) involved: ______

-j

Yes or %o 1

NO0

& 0

CNIEF, COST PLANNING AND CONTROL STAFF. WIACTO C-9CRIEF. SPECIAL DESIGN PROJECTS. W211224 C-9KANAGER OF CINISTIUCTION. 17524 C-9PLANT SUPERIRTEROEATWEDS. USU3 C-6

*TENNECSSEE VALLEY AUT14OR I0IVIS-0N OFý ENGINEERING oEst

To.

Preparnsg SectionE 2.

Staff Eng. orArch itect.: /1/A

rY ~ENGINEERING CHANGE NOTICE NO. 3(GP4~..* ~ DATASk~ O

'roject manager SWVP 204 GB-K

PrepareaBy:e rtA'gLs ". F)-5H&R~Total Pages (RO): K ?SectionSupervisor: $ik'..-./4v~724 4

Released By-

SWP '83v 012 0SWP '83l 021454R

. i9

SWr 13 0308 R2ZI

8fkANC(L1W

PAGE 0

91 $77ýý -nProject Manager

MES ccession No-

[Chief: 73t

oject WA&125 BaR NU?!LEA/ PLACE ~OP Affected Units

ystem or Feature () V )IA YFEFT)WAZMI sysr-UdReference &Descrption ofChange (CQRECITDR:Wl~4 PE-R I3L~Ai~ gL. VFa:1Cd

diceFIA)DIN4S El : F80 3; Re5Mý E841*0, F III FIVIA 1ý ELP)2 F)22.' F/22;

IS26 9SB3

--- ýSEE ýASSOýCIATED DRAWINGS LIST. REVERSE SIDE

REV. DATE PRE- SECT. GROUP RANCHI ECN D.P. TOTAL~NO. ISSUED PARED SUPV. HEAD CEF CLER MOR. ESRPONORVSONPAGES

I 1"Y ~ e~ Fe, 9A- l.9 Ifl11 D&Lgrgl) 2-DW&S e ADD,5D S5D~3 :W-9 / -. -1, iY o PE LEO rL- 0 /W6S

Reqn. No- -NI- -___________________________F * uesasfoliows NO PR REý'D

A Information:

CIICF. CCTS PLANINIG "0 CONTUOL STAFF. W12C1S C-K PI.UT SM11TSISENOENTNIEF, AIRCITECTURAL SUPPORT suitAN. WaCzz6 C-8 COISRUSCTION PROJECT MNAG~ER

OIIEF. C3VIL ENGINEERING IRABCN.WSS0224 C-9 NED MS96 C-OCNIF. D.LLTICAL ENGINEERING SEANCN. W*C126 C-9 A043: 648 CST2-CtsIEV. SPSCIAL DESIGN PROJECTS. W20229 C-K

I I X iccess on No.

R52514

TENNESIE VALLEY AUTHORITYDIVISIONt OF ENGINEERING OESIGN.

ENGINEERING CHANGE NOTICE NO. 36-605DATA SHEET NO. IL.

AFFECTEOISSUE OATE

UNIT DRAWING OR WMI NUMBER REV £XPECTED I ACTUAL REMARK~S

2-JI~ ~

PAGE

LLA2(2&2 ,,a~ .2-.5 - Pli~F. Q31I.. "''

_____________D 3- _Z -D 7-5

p Lj5WI75g-(. 2 .;.g -'~ I i

12 5 77IIfA -4

Ae L: 15WI7O&3

L'5w -76- H----

2- -67----r--

______ ~ ~ ~ ~ ~ *- -_____________ to___

______q_ S1__________________ ____________ _____________________

Fla. %Q 1-

-:-

I- ~ -, ~.A-~--' -

DIVISION OF ENGINNONCON FORMAI

EERING DESIGNXiE REPORT

MEDS Acccsson No. SVkr 982 1 2 2 1 0 1 9

IDREPORT NO. WBNSWP8 267

TJATT~ RAR N1TCL~AR PLANT 131UNIT 1

PREPARER/ORGANIZATION/DATE J. D. Collins/SWP/Decemlber 21, 1982

SDESCRIPTION OF CONDITION

Electrical drawing discrepancies have been identified on the logic, control,schematic, and connection drawings for the auxiliary feedwater system as a

result of the Black and Veatch third party independent review. The Blackand Veatch finding numbers are:

F101, F102, F103, F104, F105, F106, F107, F110, Pill, F114, F1U5, F116,F117, P123, P124, F127, P130, F131, F141, F802, F803, F804, F805, P806


06DATE OF OCCURRENCE EST ( X). ACT. ( ) 1978Fj] METHOD OF DISCOVERY- Third-Party Review

SIGNIFICANT CONDITION ADVERSE TO OUALITVYES C3 NO N

T gg&COOF(ENODES-EPS8.011 blf [1 8RANCH CHIEF/DATE 7P2 1 =21 fL.

:TIVE ACTION:

i ~CTIVE ACTION DEVIATES FROM A DESIGN CRITERIA REOUIREMENT YES NO N ]

14 DE IGN CRITERIA DOCUMENT NO. EXCEPTION REQUEST NO.

104i ECN REQUIRED El Y'tS -NUO LCNNO SCHEDULE IMPACT ElP 0A 0N

/ - SC()?E OF C 'STIM.AT

A.'ATTS BAP. N UCL EAR PLAN,,T EC NO.~

S~SEMFE~T~:(3.) flL2XIL)AR.Y FEEDWATE ? $YSTENAl

b-<irievisions by this section will not require addizicnal-=aterial

- /.Revisions by this section will* require additional materials as listed below

- 1 JRequestedUnit 1 Unit 2 Procured By R. coqntr Delivery._ eakitem _ __ Qty Qt__ (EM_ DI - /OýT ________ Date__ *1 _____ i __ __

_ __ _ _ _ I __ _ I _ _ _ __

____cic __ __ __I _ -I__

DIVSION OF ENGINEERING DESIGNNONCONFORMANCE REPORT

WBP '83M-FDSAcc-sonN'6. ____

I REPORT NO.V'BNSW-r82b7 R!

UATTc ~ \'llrn ~P PT A\TT

PRiEPARER/ORGANIZATION/DATE J. D. Collins/WBP/AUuSt 17, 1983


Electrical drawing discrepancies have been identified on the logic, control,schE-7atic, and connection drawings for the auxiliary feedwater system as aresult of the Black and Veatch'third party independent review. The Black

and Veatch finding numbers are:

F101, F102, F103, F104, F105, F106, F107, F110, F111, F114, F115, F116,

F117, F123, F124, F127, F130, F131, F141, F802, F803, F804, F805, F806


DATE OF OCCURRENCE EST ( X), ACT.( 1978 [~SIGNIFICANT CONDITION ADVERSE TO QUALITY

7; -- HOD OF DISCOVERY Third Party Review BR N H HEFD T

J * DE(EN DES-EP 8.01) L RNC CHE/AT _

_1 CORRECTIVE ACTION: The minor electrical drawing discrepancies identified by Black 'and Veatch

have been corrected on the following ECNs and FCRs:

*F123, F124FiP10, F102, F103, F104, F106, F107, F114,F11l, F115, F117, F127, F141, F803, F806-F105, F805

F 110, F116, F802, F804

F130, F131

2 C TIVE ACTION DEVIATES F

71 DESIGN CRITERIA DOCUM EN~T NO.

ROM A DESIGN CRITERIA REQUIREMENT YES E

41ECN REQUIRED ES YES NOD7 ECNNC 2316, 3647, 3650 1175 SCHEDULE IMPACT 7-1 F It N

0818 o1O

I [7 UNIT 1

E CNNECNKINFCRFCR

281636473650E3458E3508

NO 9

EXCEPTION REQUEST NO,

TjArrýrC VAV \1710T ",-.D V7 AMT

NONCONFORMNC.NE HEEPORT-

67~

ýiý',S~IGNABLE CAUSE: IREOUIRED IF SIGNIFICANT)

I~THIS IS A GENERIC CONDITION YES [3 NO [

ACTION REQUIRED TO PREVENT RECURRENCE: (REQUIRED IF SIGNIFICANT)

,jý- INDEPENDENT REVIEW:

I2~LABOR EST.(X), ACT. 20 MH C2:1i SCHEDULE EST. X).AC7. ) Ao

2!ACTIVITY NO. *See Below L23 TASK DESCRIPTION F2 DATE INITIATED *See Be!

25REMARKS.: ECN 2816 - Act. No. DZ85-E281669 Date 11/29/82

EON 3647 - Act. 'No. DZ85-E-364725 Date 01/17/83

ECN 3650 - Act. No. DZS5-E3650R6 Date 01/28/83

This NCR supersedes NCR WBNSWP8267 RO.

121DISTRIBUTION: 26ALL EN DES ACTION COMPLETE:CONST PROJECT MANAGER J .Clis 10MBK L

EN DES PROJECT MANAGERJ.DColn,50 BKtCHIEF. ESSOFFICE OF OA_______________N EB (for Significant NCRs)'*?.MEDS cis BRANCH CHI /ORG.

NSRS (for Significant NCRs)A~SSISTANT TO THE MANAGER OF OEDC (Quality WBP t8o 0 18 05

and Nuclear Safety) --for Significant NCRs

DISTRIBUTE AFTER THIS SIGNATURE w____0818_________050____HANDCARRY COPY TO NEB-NLS IMEDS ACCESSION NO.

10520DIN500510520.92.0000

WATTS BAR'NUCLEAR ?L-U7TINDEPENDENT REVTZ.'J

ref: 10520DIN4255


R-PL


This error was also detected during the final wiring verification test No. 6-61.EN DES was notified by CONST via the existing Field Change Request procedure.

The connection diagram (45B1769-2A R7) was revise d and issued and the wiringwas correctly installed per FCR E-3508. All corrective action is complete.

References: FCR E-3508NCR WBNSWP8267 Rl

Note. This finding is identical to Finding F802.

Program Team Member

r- V&OEDC Program M.anager

Date

"Da te

Date~hirma n, OEDC P licy Coimnittee

Black & Veatch 6er-4- ,-/ac.".- 4AV

Classification: type Category /57z

Black~ & Veat&Ti Seni or Review Team Chairman

111eA

Date

12- kA, 3Date

FORM 3

I4zezl-ý

Am, i 0.-1

REPLY ~'c~RA::DLy. i .I- C ý - -- ,*ýý

c. tnndi rer, Sc~quoyah and Wotts Bar Design Projects Mannagr, 04C- (3

t C ntr :,a~cwicz, Project Manager, Wacts Bar N~uclear Plan.t CO. 51

- *7 32Ž.Roop , 1-.3..18 C-K

- P:~ :C4'ST

sItatus Poin:

X Pricr to Fuel Loading

After Fuel Loading but, nrior

to Closing Capitalized AccountsCc'nstruct icn

Syster -o. 3Vork Package 'No. N/AW2ork ?Ian 11o. -____

Aee~itional T'esirgnin forz t on

:-'t - frected

After Closin, Capit,,'-dAccounts for thi. Entire Plant

v V

45B1767-2A R6, -2B R6; £45B17691-2A R.6, -23 R7; 4 .w1767-4, R9, 45111769-4 R11

2oi D~ W4A'ZOL 4fZ 4 - 61ilbl~ 2 E. o, 4 D.17CL 7 6 KY

7r>,--. -ci~c~ equired and atcached Y

,-x" .scn required

.*,.*r- sr i Cr Clarifv the attached drawings to reflect the narked changes. _

7t cclucfL~eC bV:

Pt7. ~prc*.edbv:

.-7-.-"vi oht.,ineci by:

E. E. Burroughs,Jr

(CONST Znginee7)

Charles Fisher

(E!,: DES Fngineer)

X Telephone

12-3-82(Da te)

*..uIfor tr-ýnsmittal to FN DES:SW~ 83 0 1 7 1 0 * Const{c [ion Engineer) Pro cct -.un <er)-% 17i ' -

* D~~~ate Issuee Z~? -

ng os: 4L_-j74.7-2A 97; 4'5117A7-)AR77 _-tf-' i~~~-

(F: P.T~S Ei~gineer) ( 1 ~nPrOjcct 1 V-,naper) (~c

I P' luri to (CONST by r.' DE~SVv 't:,n-i by COiNST tirt i I nr: gi naf I 1 retitrneel

- 'Ie by O~f

or-C') n .

C r e

DIVISION OF ENGINEERING DESIGN 70- NONCONFORMANCE REPORT

MEDS AccessionWNBP '83 081 8 0 50

.0REPORT NO. IABNSUTP8267 R

PLANT WATTS BAR 1%UEFAR PLANTr1 3 UNIT1

PREPARER/ORGANIZATIONIDATE J. D. Collins/WBP/August 17, 1983


Electrical drawing discrepancies have been identified on the logic, control,schematic, and connection drawings for the auxiliary feedwater system as aresult of the Black and Veatch third party independent review. The Blackand Veatch finding numbers are:

F101, F102, F103, F104, F105, F106, F107, F110, Fl11, F114, F115, F116,F117, F123, F124, F127, F130, F131, F141, F802, F803, F804, F805, F806

- Approximately 24 drawings have been identified with minor discrepancies.

DATE OF OCCURRENCE EST I X). ACT. 1 1978 SIGNIFICANT CONDITION ADVERSE TO QUALITY

7ý1NýOD OF DISCOVERY Third Party Review YSC N

(EN DESEP 8.01 -. __BRANCH CHI EFIDATE ~Lf/

2jCORiRECTIVE ACTION: The minor electrical drawing discrepancie's identified by Black and Veatchhave been corrected on the following ECNs and FCRs:

ECN 2816 - F123, F124ECN 3647 - Flbi, F102, F103, F104, F106, F107, F114, F130, F131ECN 3650 - Fill, F115, F117, F127, F141, F803, F806FCR E3458 - F105, F805FCR E3508 - F110, F116, F802, F804

i2C TIVE ACTION DEVIATES FROM A DESIGN CRITERIA REQUIREMENT YES NO

ID DESIGN CRITERIA DOCUMENT NO. EXCEPTION REQUEST NO.

D4ECN REQUIRED D YES NOQ3 ECNNO 2816, 3647, 3650 1H SCHEDULEIMPACT CP A N

NONCONFORMANCE REPORTW7 REPORT NO. WBNS

76ASSIGNABLE CAUSE: (REQUIRED IF SIGNIFICANT)

EDTHIS ISA GENERIC CONDITION YES [3 NOC[

.18 ACTION REQUIRED TO PREVENT RECURRENCE: (REQUIRED IF SIGNIFICANTI

119 KNO%'EPENDENT REVIEW:

1127 LABOR EST. ( X). ACT. 1 20 MH SCHEDULE EST. X). ACT.(

ACIIYN.*See Below a TASK DESCRIPTION EN DATE INITIATED *Sj[25REMARKS: *EON 2816 - Act. No. DZ85-E281669 Date 11/29/82

ECN 3647 - Act. `Nd. DZ85-E364725 Date 01/17/83ECN 3650 - Act. No. DZ85-E3650R6 Date 01/28/83

Thais NCR supersedes NCR WBNSWP8267 RO.

COST PROJECT MANAGER J. D.. Collins, 5100 H1!3-K 2- ALL EN DES ACTION COMPLETE:

-N DES PROJEECT MANAGERCHIEF. ____

OFFICE OF QA

W!EDS CIS RNHCIýOG

!-.SRS (for Significnxi NCRs)ASISTANT TO THE MANAGER OF OEDC (QualityadNuclear Sal ety)-for Significant NCRs WBP '8r88 O

-rSTRlBUTE AFTER THIS-SIGNATURE 83____0818______ 0.0__i-ANOZAR.RY COPY TO-.NEB-.LS' MEDS ACCESSION NO.

10520DIN500610520.92.0000

WATTS BAR* NUCIZ-AR ~4INDEPENDENT R.E.V=

ref: 10520DIN4256


R-PL


Wire No. 3AR was shownswitch l-HS-3-179A/B.corrected per ECN 3650complete.'

References:

as being connected to the green light associated withThe wire No. should have been 3AG. This error wason drawing 45W1769-5 R4. All corrective action is

ECN 3650NCR WBNSWP8267 Rl


LO, Program Team Member


(4/Date

zl744ld;.rDate

Black & Veatch 7"-"- acw01,4;--

Classification: type Category A9

Date

Brack & Veatch Senior Review Team Chaixrman-

FORM 3

~#:-.* ~ ENGINEERING CHANGE NOTICECOVER SHEET sw

(BEFORE ISSUANCE OF OPERATING LICE ZSE)

TENNESSEE VALLEY AUTHORITYDIVISION OF ENGINEERING DESIGN V'~sBr!uorPa~,SnyCl~I

'83 0120 *j

ECN NO.2 0~



DATE JAN 2 01983

SWP 204 GB-K

Was IJ Analysis Required:

Project Engineer

- ~t*.Yes No V

SWP

Released:

SE2~~

-Design Pripject Manager

SCOPE

o:Project-WA-11=5 BAE NUCI.E12? PaAJT_ A

System or Feature. (3) P91XIL)/ RY LEDI'VTER SYSTEM

Section Loides'

Date

NCR WAN~ 5,tM 6247

Reference & Description of Change CtORREe 7- DRA~W/N6f S PER ELAC LX VEA e&w ow e',

El QND)A FIEUSQ1FN 'XiF11 15'J0q4F)7'F2

pjF 1_2A 'r-I TPi~r/ PA-45SDRAWMNGS'OR' B/M'S INVO e

.Dt Se(Data Sheets Requi

-C

Elctical E EMew

SPCA ALi ROET

1141 IA*. POIE IUCT GR OUP SEO


1-14.ENGINEERING SUPPORT mmANCRcSApproval Required

ECN; anch review:

10sgn Project Maager Dt

Approved;~~.

E13 CIVIL U3. CNIEZ Date

ESS LECNC61.__ i__W__ We

LOS RECN*HU ma. CNIE Date

Chidt Nuclear Engineer Date

Required for PSAIR or FSARRequired f or Preoperational Test:

If Yes, Test No.Vendor Backcharges InvolvedSeismic Analysis RequiredNonconformance Report RequiredQA AppliesSecurity System Modified

Yesor %4

N 0

I 1- ' ~ I 1 Vendor(s) involved:

CC (Att&C.@'-.)

* CI. CMitTECTUIJA SPPr T ONANCH, W40I26 C-9 CHIEF. COST PLANNING AND CONTROL Si&'F. hsZC7aCC:IEF. CIVL EEG1 EE IUNG AS&CII, W9DZ2 C-k CHIEF. SPECIAL DEISGN PROJECTS. WZ0?2ZZ*CHIEF. ELECTRICAL ENGINEERING 82*3CM. VOC126 C-K HIA AER ft CBTUCI 11 C-ACu :EF. HECHANICAL ENGIREERING ORAIC", 10C126 C-9 PtIT SU ItU.9ECLIETco rF *uCLA taiot(.L wIc:12& (-8 NL. WM;-L

6wyv4 4rv,, Z: VI~*

A

vr.twTENsSE VALLEY AUTHOR?'DIVISION OF ENGINEERING OESI

-~ ENGINEERING CHANGE NOTICE NO.3 •\/Ni Bzr,&r §T'[t PPT NO.

Staff Eng. orArchitect: #V/A RISWV

JRU4X1~62- 6~,-. -

Released B3y:Design IProject Manager SWP 204 C'BXJAN z 1 0983

Dreparing SectionE21

PreparedB y: /-* IRL A _ 'A. F)iSH-c'

Total Pages CR0): )Z Z ISection -Supervisor: ( 1/ (~2.

5251.4

91

pe gn Project Manager

-. -,~r ---~ 5,~L~ flL.C))S.U 5.. I .W*LJ. flI,.3.))*uS Nol.

.RSWP '83 0120-4 I-I

,I8WP- V 0214 544

[Grou -II_______ __Head: 7 L13Branch IChief:

SCOPEProject WATTS APQR Nad LLHA? R ahNT Affected Units 1

System or Feature (3 4UYILL41?y Y FEFD WA, TeR S Vs rem

Reference &Description ofCh ange r-ORRPI.T- DRAWIN6 PER B3LACK I. VPY4TifH6100

F11JIND 4S PAW-. &~~ oFu J•Ff7F7' ~ .

JI Z

pF05 z

4. S

'~26'l&


REV. DATE PRE* SECT. GROUP BRANCH ECN D.P. DECITO 3 EIINTOTALNO. ISSUED PA RED SUPV. HEAD -CHIEF CLERK MGR. OECITOO EIINPAGES

Z_/f-e S_ N - D61trg't 2 Dw(,S 1.DD,6Z SDp.v51 3--- _Jý DFt61j& '2PCý

kter-iais as follows: NO FIR REý'.DA~IRal Information:

CNIC?* COST PLANNIGu AND CONTROL STAFF. WISC74 C-9. PLANT SIIPEISIIIDZTcLip, AICIIITECTURAL SUPPOIT 14AMCN, Wellse 6 COOS.TRUCTION CPNOJECT MNAUSGZ

NIBEF. CIVIL ENGINEERING DRARCN.VW9922 C-9 NIRMS, 640A C3TI-Of II?. ELECTRICAL ENCINZENING S1*1CMI WSC12 C-4 RS 5 SZCVICU. FPICIA DE f&X "RJ _T3. V10224 C-1

91

BRANCH %A

PACE

ENGINEERING CHANGE NOTICE NO. 3(050DATA SHEET NO. IL.

IAFFECTEDI fw I W ISSUE DATE REAKUNIT DRAWING OR DIM NUMBER REV. 4EXPECTED jACTUAL 4RMRCLI rt~, t AA.. ~.. ~

PAG4IE

W-51. ~9

5 NL(6.60 H-h3 OO-3 3 -1 -4

J4 i 11 oI n*D Lo 1 DEL4E

.. LZ. L5w75)- 12?~ -- 2.-'9-,3 _ _ _ _ _ _ _ _ _ _ _

1,L ____I_______ -I - I QZ 9S

I HS*. B 'I W7(o7- Lj A71- - LF__

- 5 14-1 - -/ 2- 9-

J* L4W174'9-5 1/ - - 2-9423 _ _ _ _ _ _ _ _ _ _ _ _

'1SW1761-2 (a.-

12j ___SW_ __ _ LZ. - -- I- _ _ _ _ _ _ _ _ _

)Z~ Z 16Wi740-3- 3 -7

Li 5224__ __7-2_- - --

: 33-1 R

- T

:TENN-CSSEE VALLEY AUTHORITY"Dl:I;ONOP%.6 ENGINEERING DESIGN-


MEDS Accession NYB '83 0818 050

F ID REPORT NO. VTBN SVP8 267 R

WAIA=S BAR bUCTLE-kR PLANTr I 3;UNIT 1lPREPARER/ORGAN~IZATION/DATE J. D. Collins/WBP/August 17, 1983JDESOCRIPTION OF CONDITION

Electrical drawing discrepancies have been identified on the logic, control,schematic, and connection drawings for the auxiliary feedwater system as aresult of the Black and Veatch third party independent review. The Blackand Veatch finding numbers are:

F101, F102, F103, F104, F105, F106, F107, Fi10, Fill, F114, F115, F116,F117, F123, F124, F127, F130, F131, F141, F802, F803, F804, F805, F806

- Approximately 24 drawings have been identified with minor discrepancies.

DATE 0OF OCCURRENCE EST ( X). ACT. I J1978

.. =4DOF DiscoVERY Third Party Review -YES LI] No 0 I

DE(EN DES-EP 8.01) 11-1i1 *BRANCH CHIEF/DATE ~1j

11CORRECTIVE ACTION: The minor electrical drawing discrepancies identified by Black and Veatchhave been corrected on the following ECNs and FCRs:

2816 M 13,3647 - 161,3650 -FiL,

E3458 - F-105,E3508 - F110,

F124F102,F115,F805F116,

21 C TIVEACTIN DEVIATES FRC

-1 DESIN CRITERIA DOCUMENT NO0

F103, F104, F106, F107, F114,F117, F127, F141, F803, F806

F130, F131

F802, F804

)M A DESIGN CRITERIA REQUIREMENT YES 1

ECN REQUIRED ES YES NOQ1 ECN NO. 2816, 3647, 3650 SCHEDULEIMPACT P [DA DN

I PLA%-

ECN

ECNFCRFCR

NO 9

EXCEPTION REQUEST NO

NONCONFORMANCE REPORT .7.

W1 REPORT NO. i

176 AMIGNABLE CAUSE: (REQUIRED IF SIGNIFICANT)

THIS IS A.GENERIC CONDITION YES NOC

18ACTION REQUIRED TO PREVENT RECURRENCE: (REQUIRED IF SIGNIFICANT)

INDEPENDENT REVIEW:

LABOR EST. ( X), ACT. 1 20 MN 2 SCHEDULE EST. IX). ACT.

f22ACTIVITY NO. *See Below 23TASK DESCRIPTION EN DATE INITIATED

F25ý REMARKS: *ECN 2816*- Act. No. DZ85-E281669 Date 11/29/82ECN 3647 - Act. 'No. DZ85-E364725 Date 01/17/83ECN 3650 - Act. No. DZ85-E3650R6 Date 01/28/83

Th is NCR supersedes NCR WBNSWP8267 RO.

F27DISTRIBUTION:FRALENDSCTOCMPT:CONST PROJECT MANAGER J. D..Collins, 5100 MIB-K ALENDSCTOCMPT:

1EN DES PROJECT MANAGER~CHIEF, ESB

OFFICE OF QAJNEB (for Significant NCRs)"-MEDS CIS bAC H /R

NSRS (for Significant NCRs)ASSISTANT TO THE MANAGER OF OEDC (Quality W P '3 0 1

and Nuclear Safety) -for Significant NCRs&3 0 1 0*DISTRIBUTE AFTER THIS-SIGNATURE _______________

HANDCAR.RY COPY TO`-NEB~mL:S7 MEDS ACCESSION NO.

FORM 3 10520DIN514710520.92.0000ref: 10520DIN3526


Finding Number IF /1 1 /9/

Comments pertinent to finding:There was a typographical error in the FSAR. This has been corrected.Commitment trackin7 record CTR-WBN-R187 is attached.

/ 1i44Program/rfeam Member

OtDC Program Manager

Chaiman 00 Policy Committee

Dae

Date

Date

Black & Veatch -A

Classification: Type Category _________


IP3/&Date

/2-15-/'Date

,f 79~

TVA 10618 (EN DES-10-81)

1 RESPONSIBLEORGAN IZATION

COMMITMENT TRACKING RECORD

6COMIMITMENT TITLE ý:, - 1 ---'X _ -ý--2._

7 SAR TECHNICAL 8 NLS 9 COMMITMENTRESPONSIBILITY RESPONSIBILITY LOCATION

<KN!~~~ t0 FI~e f c+4

10 TRANSMITTAL RECORD f FROM-TO-DATE (MEDS NO.)] - FOR NLS USE ONLY

3051_ 9/4

11 EXPLANATION

(WA~~~~~ f 6r ~ •~ 4 ~-

'831017 312 FýESOLUTION (FILL OUT ONLY AT CLOSURE) le1/ -, , 7e '--

n'x-f_,-4 fc r_ 4; -(,-s

DOCUMENT OR SYSTEM TRACKING DATEOR CLOSING COMMITMENT: [DOCISYS: ENTERED:

(STATUS AND INSTRUCTIONS-OVER)

r.VA 107%3 faMOCS.10401

UNITED STATES GOVERNMENT

Memorandum TENNESSEE VALLEY AUTHORITY

TO L. M. 4ills, 4anager of Nuclear Lizensirng, 40O C~E 82'05 2 2 64

FROM John A. Raulaton, Chief, Nuclear Engineering Support 3ranch',WIOC126 C-K

DATE MAY ? 1983 A830608KOM9

SUmiecr Jf-Aa.24 Ak."". Al'. 4 - FSAR REVISION PACKAGE N0. j7

Attached is FSA.R Revision Package 4o. 1'7_. The package containsapproved OEDC design input in accordance with ANSI ~445.2.11 forincorporation into the TSAR. As such, the material should not bechanged substantially without the prior written approval of YEB-WFLS.

If you have any questions on this matter, contact tL..

at exttenhsion 12L*

cc: 'fDS W5363 C-K, .#,al' 3ttacrhwe. s except ~~s

Principally prepared by &A-- LC--.t.... extension ,,

DE05;FSAR.R

Buy U.S. Savings Bondi Regularly on the Payroll Savings Plan

Izr)

L

WBNP-4"2

040.26 Question(8.3)

The Watts Bar design does not bypass the thermal overload

protective devices for electric motors onl safety related

motor-operated valves. Therefore, state the degree of

conformance of your design to the recommendations

contained in Regulatory Position C(2) of Regulatory Guide

1.106, "Thermal Overload Protection for Electric Motors

on Motor-Operated Valves."

Response

The Watts Bar design has. been changed to conform with

Regulatory Position C(I ) of Regulatory Guide 1.106.

pos~fsee. C4i

is Laed ;z I

61 Re ,1041fy

001.026-1

+k.~ UOt

FORM 3


10520DIN5 10410520.92.0000ref: 10520DIN4075

Finding Number /F /1 /2 /0

R-PL


These discrepancies did exist. These were identified. to EN DES previously byNUC PR using an existing program. The following drawings were revised andissued under ECN 2946 to correct these errors: 45W751-4 R12, 45W751-10 R11945W760-3-3 R7, 45W760-3-4 R7, 45W760-3-5 R5, 45B1767-2A R7, 45B1767-2B R7,45W1767-4 R10, 45B1769-2A R7, 45B1769-2B R8, 45B1769-3A R6, 45B1769-3B R6,45W1769-4 R12, 45NP751-2-1 Rl, 45NP751-2-6 R2,-45NP751-2-14 R2, 45NP751-4-1 Rl,45NP751-4-5 R3, 45NP751-4-6 Rl, 45NP751-4-12 Rl, 45NP751-4-13 R2, 45NP751-2-7 Rl,45N600-57-5 R3. All corrective action is complete.

Reference: ECN 2946

Program Team Member


Chairman,ký2OEDC Policy Committei

Date 8

/Date

Date

Black & Veatch

Classification:

___ ~

type Category 13


Date

Date'

07.,

ENGINEERING CHANGE NOTICECOVER SHEET SWP '210

(BEFORE ISSUANCE OF OPERATING LICENSE)W

TENNESSEE VALLEY AUTHORITY ECN NO.~,,DIVISION OF ENGINEERING DESIGN

To: Construction Project Manager WtsBrNd~Fw1 2J2 n~ WSW 204_____________

From: Design Project Manager W 20GB1

DATEL] ~U ~1982


CR6 U- ._nJSAER J_ _ _ __ _ _ _

Prepared b o eal*1-

1~ I' /,4-" ?Z~C44.~ Released:Project Engineer I! esgn roec

SCOPE .pae7

Project &ATTS BangR NUCLEaR PLANJT Affected Unit(s) L

SSystem or Feature AQX)L)A9Y FEE/) W,4 TER S Y5TEM (.1)

7ý-1,ýReference & Description of Change rCORREC T 1/AL VF5 NOMENCLATURE DFSC2?E)P L7 J.

JUSL~DENTIFIED BY SLA'CK AND VEA-rcH fINaakN6 REP6gRT.SRF.- FINDlING N Wof B ES Pr )Z' 0 L F8O.~-fc 6ef?*•0)

(I DRAWINGS OR B/M S INVOLVED: Yes Date Branch

(Daa Seet Reuird)or Data Sheet 14ERE UPRTssce e(Dt Shet Required)bl Approval Required

- ~ ECN is ready for branch review:

~ jI"~~W~ "'~"Design Project Manager

Elcrcl MAR 301 3 IM.Q Approved:

:;? nical ____________

Nuclear ND _____ EN3 CIVIL 8R. CHIEF Date

NULAt PROJECTS DESIGN GROUPSCivi113 ELECTRICAIN. m.CHgg Date

Eletrcal~ ________INES MECHANIICAL 91. CHIEF DateMech NO ____ _____________

Chief Nuclear Engineer Date

FSIL NITDRO & SPECIAL PROJECTS DESIGN s r~ .~ u 508 ~ o~

SPECIAL CE1GNC PROJECTS NO4 _____ eudPSA R or FSAR _______

ACTEUALSUPPORT BRANCO Required for Preoperational Test: _____________

If Yes. Test No.______Vendor Backcharges Involved NOSeismic Analysis Required 0

~4YICL WRKMUS B DOE EFOE:Nonconformance Report Required NPre-Op Ist Fuel 1%Therm Comml S A ple

Test Load Power 0OPernQ ApplieiSecurity System Modified _______

Vendor(s) involved: NO X

CC (Attachm~w.#i): Y es ~¶LCHIE F. ARCHITECTURAL SUPPORT BRANCH. VECIZG C-1 CHIEF. COST PLANNING AND CONTROL STAFF, W12C7o C-BCHIEF. CIVIL ENGINEERING BRANCH. W190226 C-9 CHIiEF. SPECIAL DESIGN PROJECTS. 5120224C-C:IiEF, ELECTRICAL ENGINEEqING BRANCH. W18C126 C-9 MANAGER OF CONSTRUCTION, E7224 C-KCHIEF. MECHANI"CAL ENGIR1'EENINGBRAC H,11*" V7C12 C-N PLANT SUPERINTENDENT

CHIEF. UICLE AN ENGIER OCZ C-R MEOS. W15663 C-9CHEF. QUALITY ASSURANCE BRANCH. 5100 M-NO

*TE7NE,5cF-E VALLEY AUTHORITY- ENGINEERING CHANGE NOTICE NO.01V (SICN . ENGINEERING DESIGN

To~~~ Watts Bar Nudw.. F AJ5WTNO4

Desin Pojec MaagerSWP204 B.~Released By-

BRANCHPAGE

esign Project Manager

Preparing Section MEDS Accession No. MED Accession No.

E 2~ R8 12 2 5 9R ________

Prepared0 0 120 194

Total Pages (R 0): (RZ VA '83 0121 524 5Section____________________ ________________ ___

Supervisor- RStaff Eng. or 2 6ýArchitect: A/Group A 4 R RHead: 1743 7Branch I ___________________ ___________________

Chief: Da teSCOPE

Project WATT.S BR~Q NULEt~gl EPL~AIT Affected Units £.ZSystem or Feature (3;) RL)XILIfRY FEEDWATER :5YST[F AReference & Description of Change C__ rARA'PiT YAV/fl)/' NOiME NC LA~TURE DE.Se-R) P7nU

A9S INDEN~TIFIED BY RLAek) rA)V YEATed FINDiNt& REPORT,

SEE ASSOCIATEDVOKER DRAING LIST REES SIDE

No No P~MR 3es e

CREV COSTE P RENIN SNECOTRO SITOUBANF. EICT N PL.PT DSCRIPTIRO N FREIINTOACNIO. RISSUEDTUPALE SUPPOR HEA D CH IE Id C LER K COSTUCI. PRAGTESNGE

CHIIF. ELCOTRICALN GING EE CNRING STARC F. WS12C7 C-1 PANTSUP6E0 INTENDEN

CH IEF. SPECI AL DES IGN P ROJ eCTS. W20224 C-K

TENNESSEE. VALLEY AUTHORITYOIVISc:'ON OP ENGINEERING DESIGN-

ENGINEERING CHANGE NOTICE NO,. .22Yti

DATA SHEET NO. Lj e PAGE E

Ti T LINEAF~CTEI DG ISUE DATE NDUNITj DRAWING OR B/M NUMBER REV. EXETDIATA REMARKS

'7 A

14zL Z AI W 751L Ll 1d,1-31-83 __ __ __ __ __ __ __

/ 2 1,5W75/- /0'_ _ _ _ _ _ _ _ _

12Z. 1 A5W7/,ojo -. . -_

'I 5B 171,7..q 2-2-8

2,5/B17 7-, 3A 5 --

I qI5RI717 -3B __ ___1_ ___5_

I . YL6WI7Z6-'l /0 2-q-

I LI5B 17/0~ 1-_ _ _ __ _ _ _

~L. q5yp 75) -2-1 _ _ _ _ _ _ _

/ '5MP761 -2 __ _ _ __ _ _

qL 5NP751- 4)-/ _ _ _ _ _ _ _ _ _ _

.L 15P~g~95 3I__ L)NP~gl )-9 )Z

____q5NP751---~)3j I--I q SAJ P71-2 -7 2-1~-932 'YSB2?67- -132 Ji5BZ716 7-2E -

26 2i 727?- 3 B ___ _ _ _ __ _ _ _ _ _

z. 15A?-74 9-28 _ _ _ _ __ _ _ _ _

ýI58276'9-3 __

_____ 751________ 4~ ~

I I

TVA 10575E (EN OES-1-79)

1TENNESSEE VALLEY AUTHORITYDIVISION OF ENGINEERING DESIGN

DRAWING OR DIM NUMBER

ENGINEERING CHANGE NOTICE NO.2q 4

DATA SHEET NO.L -U4

DWG I ISSUE DATE

REV. IEXPECTED IACTUAL REMARKS

PAGE

ILINE UPDATED

rN DATA SHEETREV. NO.

Z 415NP75*/-.( (- /3 f 1- 31-583 ''O

15 NP 751-67 a___-g

lYN P00 I- -13TIlE-4iL.00 3 1- 2~--'-3 AODD

FORM 3 10520DIN514810520,92.0000ref: 10520DIN4076


Finding Number /F /1/ 2 / 1

Comments pertinent to finding:SFSAR revised stating that the SI signal is used for the accident signal

required by Regulatory Guide 1.106, position c(lb).

Corrective action completed.

Commitment tracking record CTR-WBN-R188 attached.

*TNVA's level 2 response stated that the issue would be discussed with theNRC staff, however since that response TVA decided that a revision to FSARQuestion 040.26 was the more appropriate way to obtain NRC approval of thedesign.

Program(Team Member

X 5D Prga anager

Cia rman, OEDC Polcy Committee

7 ate1-7,Z -

Date

Black & Veatch

Classification: Type Category 4

J O 18 VeathPoe ctmnaeBlack & Veatch Senior Review Team Chairman

V

I

Date

Date

TA118(NDS08)COMMITMENT TRACKING RECOR - Y~

I R~ESPONSIBLE 2 DATE 3 CHECKUP 4 DUE s IDENTIFICATbON W'ORGANIZATION FILED DATES DATE NUMBER;

10 TRANSMITTAL RECORD [FROM-TO-DATE WMEDS NOM1 - FOR NLS USE ONLY

:l' 12~ +, F7a2)4 /ý_g 364= .7 17)

pulcl 40 -%P

11 EXPLANATION

NB'831017 312 RESOLUTION (FILL OUT ONLY AT CLOSURE) 0 ~?''•* i- -

(4t l-'C ' f, -e *+7/.2 I ~ ?Lr I,-,

DOCUMENT OR SYSTEM TRACKING DATE/OR CLOSING COMMITMENT: [DOC/SYS: ETRD ,-g

(STATUS AND INSTRUCTIONS-OVER)

7 SAR TECHNICALRESPONSIBILITY

8 NLSRESPONSIBILITY

9 COMMITMENTLOCATION

E.6. agasle'7 i +o OSDC PIC~

F~iesAg 4eoC/ Apilqo') j

TVA 10,53 tFqCND(.I.501

LWITKD STATES GOVZRNIIENT


TO : . 4. 11ills, 'Wanager of Nuclear Lizens-ing, 400 CS

From

DATE

SUNJECT:

A: -B '82)

John A. laulston, Ch~ief, Nuclear Engineering Support 3ranch,V10C126 C-K

MA\Y 2 1983 830608," a" -f J -4 - FSAR REVISION PACK'G A O

052ý- 264

K 009837A

Attached is FSARt Revision Package No. 1_1 The package containsapproved OEDC design input in accordance with ANSI ~445.2.11 forincorporation into the FSAR. As such, the material should not bechanged substantially without the prior written approval of YEB-NI.S.

If you have any questions on this matter, contact •-.-L& St-at extension 77

cc:S d5363C-K, i&a1 attachme. s except fi-.;re!s

Principally prepared by extension 7-1

D905;FSA.R.R

Buy U.S. Savingi Bondi Regularly ont the Payro~ll Savings Plan1~

.--

WBNP-42

Question

The Watts Bar design does not bypass the thermal overload

protective devices for electric motors on safety related

motor-operated valves. Therefore, state the degree of

conformance of your design to the recommendattiontscontained in Regulatory Position C(2) of Regulatory Guide

1.106, "Thermal Overload Protection for Electric Motors

on Motor-Operated Valves."

Response

The Watts Bar design has been changed to conform with

Regulatory Position W(O of Regulatory Guide 1.106.

A~eci~~C.%4 51 , 1d c .4

s i eL;d ;ý e

1*Re 4'%1

0410.26-1

*1

o~o .26(6.3)

+4%e

10520DIN500710520.92.0000

WATTS BAR' NUCLZ-AR ?AINDEPENDENi'T ---V=,J

ref: 105 20D1IN4 130

Finding Number / F/1 / 2 / 3/

R-PL


TVA drawing 45N600-3-4 was added to the list of schematic diagram referenceshown on drawing 45B640 Sh 147. All corrective action is complete.

Attached are-ECN 2816 (SWP 830131 502) (SW? 830131 503) and NCR WBNSWP8267 Rl(WBP 830818 051)

Program T~eam Member

QEDC Program Manager

at rman, OEDV .olicy Committee

11/71/F3Date

,11Z74orDate

Black & Veatch 7/ -Yc.'.Vrc 7 42.

Classification: type Category __________

Blac.k & Veatch Senior Review Team Chai-rar.

Date

Date

Fo~i 3

Zg7ENGINEERING CHANGE NOTICE

COVER SHEET Sr 12 5(BEFORE ISSUANCE OF OPERATING LICENSE)W

TENNESSEE VALLEY AUTHORiTY" ECN NO. .~I GDIVISION OF ENGINEERING DESIGN

*-o:Construction Project.Manager Watts Bar Nuclearj Plea±L 52rig Qy, ThA

From: Design Project Manager SW 20GB1

NAE.OV- 49 198Z G...;6Ae dew, -2a i

--- Was U Analysis Required: Yes - No

b-E.r-Lyf ..SLL)P e L Ect. _S E.__________________ Reeaed Section Section Leader

Project Engineer... Deign Project Manager Date

SCOt

Project 12rrq77 6A4R fh/(!LE-e P A. Affected Unit(s)J

System or Feature MINhl COAd7roeL -NI ._T 12 1AV f e' Wlt4 1 t Wa viTEIaa *' i .1 %* I&I %U6 %J111 I* 1V I

Reference & Description of Change ___________N _____S____T_____C____R,______&FT_____

P ZI r B/ULLNVO U 4 pte BranchShe.,*16IUEERnOC ISUPP08 SIACU~ES 7_- es a

labl - pproval Required --

ýE-CN4 is-ready-for ms. brnc eview: _

..C IV haa. Design___ Project Manager Dt

Egerctl Ln " ~~f# Approved:Mechanical- NO _____.-

Nuclear INS CIVIL St. cmitr Date

NUCLEAR PeJEC1S DESIGN G410 ENS ECicraticAL St. C DateCivil NO ____

Electrical £32 -00) 4M ____ ENS wcaeugc. St. CNizp Date

Mech _____

hief Nuclear Engineer Date

______ RequiredU Yes orNo

SPECIAL EInCsam P1JET _____Require for PSAR or FSAR- iv&

. ~ .... _______ Required for Preoperational Test - O -

ý .-- If YeTest No.- AJ

- - - *. . -. 4-iVendor Badccharges Involved Ai

Seismic Analysis Required AJlpPWYSICAL WORK MUST BE OONE BEFORE.1 Nonconformance Report Required J

Pre-op IstFuci 11ITherm Comm'I I AppieITest LoAd Power

6 oer'n Refuel QAecuritySste Moife

Uaatfs) Vendor(s) involved: DJ1N06

CC (Attacnm..cr%): .yest I OCAf ~I'L tdOEi

c:uUTECVR, SUPPORTma, a 2MCK Wuac 4 12i C-4 CISEF. CUT? "aI4 AND CONTRbOL $TAFT. vWLZ7 C-a -CCHIE[F. CVIL ENGINEERING SIANCHm. W9022 C-9 CHIE?, SPECIAL OECSIS PIOJECTS. W20224 C-9CHIEF. [LECTRICAL ENGINEERING gisACK. USZAC-I6 HAIIACC OF CONST~oCTIOR. E7224 C-9CHIEF. PECCNHCA ca~~Cgum el - PLANT SPERInTiMST

TV-NNESSEE VALLEY ALJTHORI1-f ENGINEERING CHANGE NOTICE NO. /CIDIVýISION OF ENGINEERING DESIGN DATA SHEET NO. S RANCH

To *f Vlais Bar Nucea Plrt piI rt,44 fFrPoet Manager ~p-,Released BY:

zTe a Me ign Project Manager

P'r .e.paring Szction MEDS Accession No. -MEDS Accession No.

Prepared 0 WP11 9 .By: bY- FLOVRVAO

Total Pages (RO): R. R5Section e~ 5'________________

Suvervsor~cV/ -

Staff Eng. or Rl/ R

Architect: 2~ 6t

Group ~~3 7

Brancth_ _ __ _ _ __ _ _ __ _ _ __ _ _

Chief: tateSCOPE

Project £.JA,477S A ~AIJ C~ I- EF,9? je &9H7T Affected Units -/-.2,

System or Feature X~411N 00 1Y TR L ^6AeR9O HW A10 /7- trr/,65

Reference & Description of Change r-k T ~ C ONY ~ ATERIALSOR C0q~f i-n rI

SEE4 ASOIAE DRWNSLITEERESD

REV. DATE PRE. SECT. GrOUP BRNHECN D.P.TOANO.' ISSUED 1PARED SUPV. HEAD. CHIEF CLERK MJGf. DESCRIPTION OF REVISION POALE

als as follows: NJ/14 -

Additional Information. N/A 4 / -CHIEF. COST PL.A11U BUG AND COITRoL STAFF. Wi2C7 C-z PLANT 'SPERINTENDENTCHIEF. ARCHITECTURAL SUPPORT 19a u, a rL2 ~C-.z CONSTIMCTIOR PROJECT mhEAGC3CHIEF. CIVIL ENGINEERUING 91AiCX.wqQZla C-9 NEDS. VIMN -CHIEF. ELECTRICAL ENGINEERING SEANCII. WC126 - ANN3* 444 C3TZ4

TENt4CSEE- VALLEY AUTHORITYD.Vi:ION OF ENGINEERING DESIGN.

ENG .INEERING-CHANGE NOTICE NO. -22(DATA SHEET NO.I

DRAWING OR a/M NUMBEROWG ISSUE DA~TEREV. IEXPECTED IACTUAL

4-5 a~ a 4 84o -5-#. 1 -14-83 J12I--l-2- moz 0ipnrc-

/#~~~. 4 -03r// -'3_ _ _ _ _

~4s.5-640 SAKS 14 1_ _ __ _

*'-.2 45, 9 ld 5-,*. Z9.j

S/# 4&c,~i ~.76---4 --

/#.a I-56 64d si~r. 7D __ _ _ _

SI 4SA'/634 ;5W,. /6,fI z-- __ _ _

.2 4-5A/.43e .5H. 49_ _ __ _ _ _

J 45a4o Sr, 8 141 __ý-qlaI bioýotru

-. ISN2 k-I S1..:.

~~~~~~~~~~ 45RE2ý- __ -"'40 ~ Pf

---------

PAGE E

REMARKSN1 EEA 0

TVA GA OCS B 4%)

..tITFI, D'STATES GOVERNXENT

Uernorandum

:Those listed

TENNESSEE VALLEY AUTHORITY

WBP '83 0818 051FROM -N. C. Standifer, Project Manager, Watts Bar Design Project, 204 GB-K

DATE AU G 18 1983S-UBJECT:WKITrS BAR NUCLEAR PLAN~T UNITS 1 AND 2 - NONCONFORMANCE REPORT WJBNSWP8267 Ri

1. My memorandum to Those listed dated August 10, 1983(WBP 830810 069)

2. NCR WBNSWP8267 (SW? 821221 019) (W-BP 830810 068)'

Attached is the revised completed subject NCR andCompletion Verification Sheet. Corrective actionF802, and F804 was incorrectly recorded as havingCorrective action for these findings was actually

Nonconformance Reportfor findings F110, F116,been done on EON 3650.done by FOR E3508.

J. D. Collins, 5100 MIB-KL. J. Cooney,.W6D224 C-KR. A. Costner, 14173 MIB-K

R14J:JGSAttachment

cc (Attachment):M'EDS, W5B63 C-KR. M4. Pierce, 104 ESTA-KM. N. Sprouse, Wl1A9 C-KR. D. Tolley, 210 GB-KG. Wadewitz, Watts Bar Nuclear CONST (3)

Principally Prepared By: W. M4. Roop, Jr., Extension 3434

References:

DIVISION OF ENGINEERING DESIGNN~ONCONFORMANCE REPORT

W BP '83Mt " D' A cc -s io n N 6. ___ _

PVINT IAS BAR NIJCLILIAR PLANT ___

ZPA/CAAN!.TIN/DTE J. D. Collins/'WBP/%4ugnst 17, 1-983

]DESCRIPTION OF CONDITION

E R EPOIRT NO.

UNIT

Electrical drawing discrepancies have been identified on the logic, control,schematic, and connection drawings for the auxiliary feedwater systam as aresult of the Black and Veatch' third party independent review. The Black


F101, F102, F103, F104, F105, F106, F107, F110, F111, F114, F115, F116,F117, P123, F124, F127, F130, F131, F141, F802, F803, F804, F805, F806


DATE OF OCCURRENCE EST ( X). ACT. C 1978

-. 40DDOF DISCOVERY Third PartyN Review

D) CODE (EN DES-EP 8.01)

I SIGNIFICANT CONDITION ADVERSE TO QUALITYYES N 0NT )1

L, 0,1 -BRANCH CHIEF/DATE

COFRRECTIVE: ACTION: The minor electrical drawing discrepancies identified by Black adVeatch

7have been corrected on the following ECNs and FCRs:

2816 - F123, P12436447 - F1,01-, .10-2, F103, F104, F106, F-107, F114, P130, F1313650 F 111, F115, F117, P127, F141, F803, F806E31458 F 105, F805E3508 F 110, F116, F802, F804

0 318 050_

!I CORRECTIVE ACTION DEVIATES FROM A DESIGN CRITERIA REOUIREMENT YES D NO

DESIGN CRITERIA DOCUMENT NO. ECPINROETN

bECNEOUIED F YES NODECNNo 2816, 3647, 3650 1,51, SCHEDULE IMPACT H HAT

NONCONFORMANCE REPORT~:D 2B~S~.TS267

I`jA'SIcNABLE CAUSE: IREGUIRED IF SIGNIFICANT)

THIS IS A GENERIC CON DITION YES NOD

ACTION REOUIRED TO PREVENT RECURRENCE: IREDUIRED IF SIGNIFICANT)

:a'INDEPENDENT REVIEW.:

H20:L-ABOR EST. ( X), ACT.11 20 MH 2 SCH ED UL L ET SlX A CT7 1 CA

1272 ACTIVITY NO. *SeBlw 273 TASK DESCRIPTION t 24 DATE INITIATED *See Belo.

12ý5 RE?.-APJ(S: ECN 2816 - Act. No. DZ85-E281669 Date 11/29/82ECN 3647 - Act. No. DZ85-E364725 Date 01/1-7/83,ECN 3650 - Act. No. DZ85-E3650R6 Date 01/28/83


F271 DISTRIBUTION:LALENDSCTOCMPT:CONST PROJECT MANAGER J. D..Collins, 5100 MIB-K 26ALENDSCTOCOPTE

;-)Q1 EN IDES PROJECT MANAGER'~CHIEF, ESE

OFFICE OF OA ______________

ES(for Significant NCRs)- II~JOGEDS cis BNCHI OG DATE

RS(for Significant NCRs)ASSISTANT TO THE MANAGER OF OEbC (Quality W P '3 0 1 5

and Nuclear Safety'--Ior Siunificant NCRs B 81 5DISTRIBUTE AFTER THIS SIGNATURE______________________HANDC'ARRY COPY TO NEE-NLS MD CESO O

105 20DIN500810520.92.0000

WATTS BAR'NUCLEAR PLANTINDEPENDENT REVIEW ref: 10520DTN4131


R-PL


TVA drawing 45N1638-5 was revised and issued to show the correct referencedrawing. All corrective action is complete.

Attached are-EGN 2816 (SWP' 830131 502)(WBP 830818 051).

Program Team Member


Chair nkn OEDC Po y Committee

(SWP 830131 503) and NCR WBPSWP8267 R1

1(/7/gr3Date

ZI714-3Date

'Date

Black & Veatch 7 . 7 ~ i. 4/-4 ~

Classification: type Category 001

e,2Bjfck,& Veatch Project Manager

Black & VethSenior Review Team Chairman

FORM 3

,,/q, j'Date

Date

7: :7

Was IJ Analysis Required: -.Yes

Prepar~dby

Project Enginee

NoV

Seetion

eleased:-. Design Project Man.

Scopf

Project W0977-5 00R )CI-E~r b A

System or Feature 4MA/A C0N7I-oL__ 1F117 19ZA-"*r.J?.5I


OR CUNSTI CHN I MAN-~HOURS

E.UgINLLUIUc SUPPORT af3RESCa.>, "

Mechanical .. O ____

N4ucear ____


Civil NOElectrical 6.3 *o-

Mech?-C

FOSSIL. INTO" A SPECIAL PfJEC1I DESIGN-

* SPECIAL DE3164 PROJECTS 'JO

ARO TK1IALSlPPm'~ 2~ 0 - --

unit(s)

CC CAttacnrn#ý*t%):-(9-.VI-

CHIEF. ARCH ITEC 8JAI. S4IPPOT SA~AK. wSC12d C-KC: IEF, C IVI L EDmOI.EERING 0211CI. V9O224 C-9CHIEF* ELECTRICAL ENGIElERING IKANCM, WOC126 C-9CHIEF, MECHANICCAL ENGINEERING BRANCH. VYCI262 C-11

ENGINEERING =PPO~rT SRANOICS - .Yes ao

ApprovaRequre:.

..- .- CVLo. wer Date

ENS ELCTICAL lit. CHIEF Date

ENS MLECHANICAL at. CHIEF Date

hiet Nuclear EnierDate

Required for PSAR or FSAR Ye&2 NRequired for Preoperational Test: No0

If Yes, Test No.'_______

Vendor Backcharges Involved _______

Seismic Analysis Required lNonconformance Report Required vQA Appises J. Aa-Security System ModifiedVendor(s) involved: AirlSN

A10N Ce.vr7- L.-AAC .'. 1 40li/q 4i

CNIEF. COST PLAIIIIINC AND CONTROL STAFF. VzZ1CyaCCMOEF. SPECIAL DESIGN PROJECTS. V20224 C-gMANAGER Of CONSTRUCTION. E7124 C-9PLANT SUPERINTIFABT

INOV 9 198ZDATE

ENGINEERING CHANGE NO TICOVER SHEET SWr


ICE'82 1.1.2 9

ECN NO. -12 9 l.o

Section Leader

agar Date

ftected Unit(s) jj

TE NNESSEE VALLEY AUTHORI[TYDIVISION OF ENGINEERING DESIGN

T Io: Construction Project Manager Watts Bar Nuclear Plact, 5ritig Citf

- n~a.. ~SWP 204 GBX1

T'ýNNLSSEE VALLEY AUTHORITYDIVISION OF ENGINEERING DESIGN

ENGINEERING CHANGE NOTICE NO. .8iDATA SHEET NO. I

WaIts Bar Nucljft plant, SodnI2 r.b 1;MT4/100

BRANCH 5f

PAGE

Released By-

(~pI~ gn Project Manager

Preprin SecionMEDS Accession No. ~ -MEDS Acce~ssion No.

Prepared 0 1 29--50:1BY: b~- FLOU~IZ.t Cr __ ___:;_ __ ___,_

Total Paves CR0): . R -R

Section75.Supervisor R---'

Arachitect: fl,4 2 ý6

GroupRR

Chief: - ati_

SCOPEystem or Feature 1;,411/ CON 7-?d L 66e)9%eo V~.~r

Ref erence & Description of Change Im v A ! IV-" iMATEIRIL

BAI I

l ef

SEE ASSOCIATED DRAWINGS LIST, REVERSE SIDE~FREV. DATE PRE. SECT. GRUPR.N4 E D .P.DECITOOFRVSNTTANO. ISSUED 1PARED SUPV. HEAD CHIEF CLERK MGR.DECPTOO RVSNTOA___ ______PAG ES

'I-. -~W~ als as follows: A11.4Additional Infnrm~t;,.,. ,,iIO SWP '83 0231 503CHIEF, COST PLAMISIC LAR COTO16L STjAff. j1ZC7R, C-9 PLAIT SWPERINENIDENTf-VIEF. AMNSTECTUR&L 31101eEwT IaUaM vaeus C-9 MRSTRCTIO. PIOJCT MAUAGL99IC34,F CITIL CECIGILRING SRIUC*.Vv*DZZX C-9 NWDS. V5163 C-gCHIEF. ELECTRICAL ENGSEEuu Cug 1SkICM WC126 C- -Aftis. 646 CSTZ-C

=KZ7.Mesi Pr Jectmapager

1`7@V zoý Igg . SM, a 4

TENNESt,'EF VALLEY AUTHORITYDEVMSON OP ENdGINEERING DESIGN.

ENGINEERING CHANGE NOTICE NO. c'( ~DATA SHEET NO. I -

DRAWING OR B/M NUMBER

~Lf /

OWG ISSUE DATEREV. IEXPECTED IACTUAL

I-i4-~ I 12-I -V2* - 4 ...../t.J.C7 . ~'fl .....L.... ~ -~- '

L4V~J~ A IRE 1J ~ p --

14#o2 458?4-4d (3_ _ __ _ _

SIf~ ~ sw.S14 -

he.. 4-5664-6 s.7C H -3 -

1*. 2 *#SB3,4da -5. 7P4r

S/ I4-SN163d 9d./ L9-~_____

14_V24 ,0 Ad 16.__ _

1K. 458r.4~6 Si 1l.84

L .-- 4 c sN 3r-54 /- 4- kaPwIi 1/r cA Th9Oc

* ~4SNJ ~~ _ _ _ _ _ _ _ _ _

AFFECTEDUNIT

PACE ElI

I I-i REMARKS r

, ~ V

'rWA -64 '40ý."t)

',-t'-ITED STATES GOVERN31ENT

eo-randurn

bern:Those listed

107,TENNESSEE VALLEY AUTHORITY

WBP .'83 0818 051FR OM ,,-J. C. Standifer, Project Manager, Watts Bar Design Project, 204 GB-K

DATE AU G 18 1983SUtBJECT:WAITS BAR NUCLEAR PLANT UNITS 1 AND 2 - NONCONFORMANCE REPORT WBNSWP'8267 Ri

References: 1. My memorandum to Those listed dated August 10, 1983(WBP 830810 069)

2. NCR WBNSWP8267 (SWP 821221 019) (WBP 830810 068)

Attached is the revised completed subject NCR andCo~pletion Verification Sheet. Corrective actionF802, and F804 was incorrectly recorded as havingCorrective action for these findings was actually

Nonconformance Reportfor findings Fi10, F116,been done on ECN 3650.done by FCR E3508.

D. Collins, 5100 1413-KJ.* Cooney, W6D224 C-KA. Costner, M4173-MIB-K

'RMJ: JG,rwu Attachment

cc (Attachment):MEDS, W5B63 C-KR. M4. Pierce, 104 ESTA-KM4. N. Sprouse, WllA9 C-KR. D. Tolley, 210 GB-KG. Wadewitz, Watts Bar Nuclear CONST (3)

Principally Prepared By: W. M4. Roop, Jr., Extension 3434

- I

IQ*

DIVISION' OF EENGINEE~iNý' DESIGN 0NONCONFORMAANCE REPORT r05

E[DS Accf1-~sson N6 'b 01

REPORT NO. V

PiNT *yý:A''TTS BA-R NUCLEAR PLANT UNIT1

A-E R,1C F:'GA:,,I Z.AT ION/ DA TE J. D. ClisYB/ust17, 19833__

Di-C"jPTION OF CONDITION

Electrical drawing discrepancies have been identified on the logic, control,

schle7atic, and connection drawings for the auxiliary foe-e&ýater system as a

result of the Black and Veatch'third party independe-nt review. The Black

and Veatch finding numnbers are:

Fl01, F102, F103, F104, F105, F106, F107, F110, F11l, F-14, F115, F116,

F117, F123, F124, F127, F130, F131, F141, F802, F803, F804, F805, F806


DATE OF OCCURRENCE EST(X), XACT. ( ) 1978

-- HOD OF DISCOVERY Third Party Review

D1 . CODE (EN DES-EP 8.01)

09SIGNIFICANT CONDITION ADVERSE TO QUALITYYES 17 NO07ý

*1 BRANCH-CHIEF/DATE : x H1'6IICORRECTIVE ACTION: The minor electrical drawing discrepancies identified by Black and Vea

have been corrected on the following ECNs and FCRs:

F 123, F1124F101, F102, F103, F104,* P1ll, F115, F117, F127,-F105, F805F 110, F116, F802, F804

F106, F107, F114,F141, F803, F806

F130, F131

27CORRECTIVE ACTION DEVIATES FROM A DESIGN CRITERIA REQUIREMENT

;21! DESIGN CRITERIA DOCUMENT NO.

ECN-U:E C) YES NOD FCNNC 2816, 3647, 3650

YESj 1 NO~J

EXCEPTION REQUEST NO.

; 15!; SCHEDULE IMPACT flP

3650-

E3508

YES 17 NO K


-!'-IGNABLE CAUSE. 'REQUIRED IF SICLNIFICA'NT)

117- THI!S IS A GENERIC CONDITION YES [ NO[D

118 ACT ION REQUIRED TO PREVENT RECURRENCE: IR.ECUIRED IF SIGNIFICANT)

Ki *INDE-'DENT REVIEW: 6I o:0 LASOR EST. (X1,ACT.I 20 MN 21 SCHEDULE EST. X). AC-T 3 [t-

;22' ACTIVITY NO. ISe Belo TASK DESCRIPTION F 24' DATE INITIATEC SeBi\

__5, RE?-'ARKS * ECN 2816 - Act. No. DZ85-E281669 Date 11/29/82E C,: 3647 - Act. 'No. DZ85-E364725 Da-e 01/17/83ECN 3650 - Act. No. DZ85-E3650R6 Date 01/28'/83

This NCR supersedes NCR WBNSWP.8267 R0.

1271 DISTRIBUTION: ALL EN DES ACTION COMPLETE:CONST PROJECT MANAGER J. D. Collins, 5100 MIB-K ý6

28 EN DES PROJECT MANAGERt nCHIEF, ESBOFFICE OF Q.A ______________

B (for Significant NCRs)' *AC DT-B I ANCH CH~I ORG. DT

RS (for Significant NCRs(SSISTANT TO THE MANAGER OF OEDC (Quality W P 83 0818 050and Nuclear Safety)--for Sionificant NCRs B

DISTRIBUTE AFT ER THIS SIGNATURE_____________________

HA~NDCARRY COPY TO NEB-NLS MEDS ACCESSION NO.

,ovq ,,-ýS

FORM{ 3

WATTS BAR' NUCLEAR PLANTZINDEPENDENT REVIEW

10520DIN509110520.92.0000ref: 10520DIN4360

Finding Number / F /1/ 2 /5/

R-PL


The interlock contacts from the time delay relays 74-A and 74-B shown on theschematic did not agree with the time delay range shown on the logic diagram.The exact time delay setting is determined during. preop testing, at which timethe required drawings are 'revised to document the actual time delay. Newrelays will be purchased with the time delay needed if existing equipmentwill not meet the requirements determined during preop testing. The drawings'which were revised and issued (per ECN 3334) to correct this discrepancy are:45N600-3-2 R4 and 45N600-57-22 R2. All corrective action is complete.

Attachments: ECN 3334 and NCR WBNEEB8301

01 Program Team Member

c ~ ' OEDC Program Manager

rman, OEDC licy Co_=nittee

Dte/ lS3

Date

B lack &ethe. A.

Classification: type ,' Category !9

Black &VeathSno Review Team Chairman

Date

Date

10.'

ENGINEERING CHANGE NOTICECOVER SHEET SW? '8 0120



To: Construction Project Manager-


DATE JAN 2 01983

ECNNo.. 3331~4Wafts Bar Nuciaar F ~n ~y f

SWP 204 G&-I

6&Adjd( e* E' ..


Prepared by

Project Engineer

Yes - No LJO

Projec WAr~ BP: &M UCLE19R PLAqNTSystem or Feature Y)OR)DV~sS ~Y r TIe-M N

Affected Unit(s) I,W 1 R ~8M. 11

Reference & Descroton.QLChange ffEVIsED ste!)4mATe AND) 00EC T)ONPl RAMNISSLO.A~R~F W) e D)MRAMS ~I VARIOUS 2WSTRUMENTSFTTiNiS~REFi

DRAWINGS 01 I LVED:

tri,

ouU Ci JECTIV IWGbOU

%EIedtgIE Il ElonýMec%6

FOSSIL, ilYDRO A SPECIAL PROJECTS DESIGN


ARCHITECTURAL SUPPORW INU*8W

FU3JI~s:F)2~,'P)3e- F80:F/g Fil-Yes Date Branchor Data SheetNo Available

ŽLQ~

PHYSICAL WO RK M UST BE 00N E B1E:O RE:-

Pre-Op 1st Fuel 1%Therm Comm'I lotTest Load Power Ooer'n Refuel

Unit(%) I IUnit(s)

Approval Required

ECN is anch review:

a~c g r er Dt

Approved:

ENS CI VIL SI. 1 at

ENS £LEC!U m7Cu

ENS 11AVaI CAL IN. oIiu Date-

dd'V7'duk A-I -7-Chief Nuclear'Engineer Date

Yes or NoRequired for PSAR or FSAR YESRequired for Preoperational Test: ?

If Yes, Test No. ________

Vendor Baclccharges InvolvedQSeismic Analysis Required&Nonconformance Report Required 62QA Applies Y9 5Security System Modified N 0Vendor(s) involved: N________________1

CC (Attacnrmei.-ts): - -r d 6) - - - - -

CHIEF. ARCHITECTUI&LSUPPORT SIANCW. WUC126 C-4 C11 I F.CH IEF, C IVi1L1 CIKUIU EtIN BANCH. W90224 C-9 CHIEF.CHIEF . ELECTRICAL ENGINEERING 9RANCHI. UlC1.2O MANAGAERCHIEF . MECHANICAL ENINiEERING s3*8W. V7cS.2i C-9 PLAN TSCHIEF . NUCLEAR ENGINEER. WIGCL26 C-4 NEDS$CHIEF, QUALITY ASSURANCE ORAM01. 9100 "1"-

WBP'83 0-6-2 V - 5tF8-C03T PLin SIN AID CONTROL STAFF. W12C?* C-9SPECIAL DE.SIGU PSOJECTS. W20224C-

Of COOSTSOCTIOB. E7524 C-9WPEuINTESETS163 C-4

AARPF W)19Rý'e DIA RAMS JV VAPIOUS TUrROMENT REP:

B164-N A NPVN

TENNESSEE VALLEY AUTHOR IT'OIVISPC44 OF ENGINEERING OESI(

To:

--Fri ýesiqn Project Manager S'A'D

ENGINEERING CHANGE NOTICE NO.___DATA SHEET NO. I........

10lBRANCH f]

PAGE LReleased By:

4ý,ýqnProject Manager

Preparing Section MEDS Accession No. MDAccession 0o.

Prepared 02 R W 4w 8 1 0 5 1 _ _ _ _ _ _ _

By:eCYZRLE3 !C. F)SHER '01 0 5Total PagesCRO):() RSWp "83 0314 530 ASection 1 __________________ ____________________

Supervisor: RStaff Eng. or OArchitect: ZY 1A 26Group RR

Branch__ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ ________________ __

Chief: -a tSCOPE

Prjet W/4 7*rr BR RNUCL-EaR PLahJZ AffectedUnits

System or Feature W 'R I 2-9 SYS Em SReference & Description of C1hange REVISED) 8 C)4CLMdne- fiti CQV'NyZI:rzoN- Dg12WLJAr2

L2 MIREP WiTH LOwl: DIA&RAMdS 61V VA8RlbVA TNW5Z2R MEAJr .SFTT/Nd.REF: SLA'CK t -V~fi eP Fm1D- E)J 1)2~ -6 E)2 13 FAoi:

-4 ~ SEE ASSOCIATED DRAWINGS LIST, REVERSE SIDEIKREV. DATE PRE- SECT. GROUPBRAJ14CH ECN D.P. TOTALNO. ISSUED PARED SUPV. HEAD CHIEF CLERK MGR. OSRPINORESONPAGES

13-N 4ab '-L 1, Ifv- 5 Deje4 e /7 Dwgs ti .p x

£LŽqn.No.W55 1~.z~jaisas follows:

A~WInformation:

CKILF. COST PLANNING AMD CONTIOL STAFF. W12C7A C-9 PLANT SUPERINTENDENTNIEF. ARCRITECTUI*L SUPPORT sumAN. Wc4eC-Z CONSTRUCTION PROJECT MNAGSAE

C1 I EF CIVI , ENGINEERING SBANCH.WWOD124 C-9 "ID3. S3663 C-9CvI EF. ELECTRICAL ENGINEERING mUSMCl. WOC126 C-9 ARMS. 640 CSTZ-CCOIIEF. SPEZIAL DE31GN PROJECTS. W2022 c-

I"( do-ft 0ý

TENNESSEE VALLEY AUTHORITYDIVISION OF ENGINEERING DESIGN._

ENGINEERING CHANGE NOTICE NO.. 3 3:3 14DATA SHEET NO. LI

UNIETE( DRAWING OR B/A NUMBER ~REV.EXPECTE ICTA REMARKS

I . a .J - a k21..A~-~ I ,-q..9?

122 H5AJ 72 1-

1LL. Z~~~o~- ___

,dmm 3#.3~~ _7

-- q

19-2 LISAI4,12- 3-~ J1

&i H5N),O- A ~ to - --~R~ j

_ _-. 2y 9N /p_

_1_-__7-_

19.2 )1 SN A0 0-3' - 3791.12__ ___4-9 ___Al___k_____ -

-7- 7

)~~.Z~ NrO½'-

_4!_ 4•5 O'i- &q - -A

J~7~H5NLOO-~78 ___LP

"7._______ IV__________________

PA66E

, .TVA 10-575E (EN C-ES-7-79)

7ENNESSEE VALLEY AUTHORITYDr'JJSION OF E%;-GINEERING DESIGN

ENGINEERING CHANGE NOTICE NO. 3 3-3qDATA SHEET NO...L.

O~tAWING OR B/M NUMEERDWG

ISSUE DATE PNE UPDATEDIO DTA SHEET

R EMA R KS

1%11

k~~- - - -

I I Z '45WA/74 3 -)l 33--3 _ _ _ _ _ _ _ _ _ _

I qI58) 7,-7- ZA 12 112 45 827479- 2 A

Z-~2~ q5W7SI-~' 10_ __ _ __

I -- d76- -3 0 -;a V e/le e.,H5W 6 --3 0- 23 3- 3 -2--f

L. 4 5817 7- 0-o

I '1qT-8-)7 9 -O 0 _ _ _ _ _ _ _ _ _

~ ~LISB/761.. I _ _ _ __ _ _ _ _

2 L5EZ247.02..

____ 'iSW-ocS7 -S-__ _ 4S-A)600-S7-Z?. 2- 370

L SW 6 06-r7- z, .1-2 --

49-AJ600-1. 3-143_ __ _ __ _

_ _ _ _ _ _ _ (Do _ _ _ _ _ _ _ _

# _ _ _ _ _ _ _ _ _ _ _ 3 _ _ _ _ _ _ _ _ _ _ _ _

4YEocp /

i~Z TEDj

loq

PAGE -3

REV EXPECTED FACTUAL IREV NO

DIVISION OF ENGINEERING DESIGN

' zNONCONFORMANCE REPORTIl

~~.V.: MEDS Accession No. RX '8.J2-..CF 12 2 1 71

ElREPORT NO. TW3NS

:2 PLANT WATTS BAR NUCLEAR PLANT 1 UNIT1

4]PREPARER/ORGANIZATIONIDATE J. D. Collins/SW1'/December 21, 1982

KJ DESCRIPTION OF CONDITION


schematic, and connection drawings for the auxiliary feedwater system as a

result of the Black and Veatch third parry independent review. The Black


F101, F102, F103, F104, F105, P106, 7107, F110, F111, F114, P115,.P116,

F117, P123, P124, F127, P130, F131, F141., F802, F803, F804, F805, F806


63DATE OF OCCURRENCE EST(I X).ACT. 1978 SIGNIFICANT 'CONDITION ADVERSE TO QUALITY

7] METHOD OF DISCOVERY Third Party Review YES Q NO

UNIO CODE (EN DES-EP 8.01) i11 -BRANCH CHIEF/DATE ~ ~

I1 CORRECTIVE ACTION:

132 CORRECTIVE ACTION DEVIATES FROM A DESIGN CRITERIA REQUIREMENT NES NO

1]DESIGN CRITERIA DOCUMENT NO. EXCEPTION REQUEST NO.

__4 ECN REQUIRED 0Yis NUO LCNN() SCHEDULE IMPACT ElP A N


.. . ..........

...... ..........

. ... ........

/Z,-

REPORT NO. WBNEEB8301PLANT Watts Bar Nuclear Plant ýE3 UNýIIT Ilanndd?

There are no procedures for documenting time delay relay setting that are determined bypre-op tests.

61DATE 0- F OCCURRENCE EST (X ), ACT. (112/30/82 F7 SI GNI FICANT CON DITION AD, VE :;E TO QUALITYH~OD OrDISCOV YBlack & Veatch Finding F-126t YES [Z Nn)

S CODE (EN DES-EP 2.01)1L 01E BRANCH CHIEF/DAT,-~4~zz

ZCCIRRECTIV E ACTION:

A special engineering proce'&.-'re 421il be Written co,documenting the time delay relay settings. give thie procedure for

7V~__CTE ACTIONDCEVIATýESFROrviA DESIGN CRITERIA REQUIREMENT YES x_________;3' DESIGN CRI 7ERIA DOCUMENT NO.- EXCEPTION REQUJES7 No.4EC% REQUIRED YES E C 1751T SCHEDULE IMm'ACT LT~5

MEDS Accession No

NONCCNFORMANCE REFORT

ASSIGNABLE CAUSE: (REQUIRED IF SIGNIFICANT)

L SAT NO.

It was not recognized that a formal procedure was required to documnentzhe time delay relay settings.

1E7 THIS IS A GENERIC CONDITION YES NOD

ACTION PFCU>IRED TO PREVENT RECURRENCE: (REQUIRED IF SIGNIFICANT)

* Adl'herence to the special engineering procedure.

Adirective has been issued by the Manager of Engineering Des4.* instructing all design employees to become thoroughly fa-mili~ar :ithF and to follow all EPs.

:19 INDEPENDENT REVIEW: ~///,d- ___________20LABOR EST.(IAT(IMj

SCHEDULE EST.C I, ACT. IIDY

ACTIVITY NO. 23 TASK DESCRIPTION T INITIATED

2EREMARKS.

*This problem exists on BFN and SQN. NCRs have been written a-ddressing thisproblem for their plants. All WBN schematics have been reviewed. Thetime delay relay settings not currently specified have been identified inletter from J. C. Standifer to F. W. Chandler dated April 7, 1983 (WE? 830427022). A memorandum dated June 14, 1983 (EEB 830614 939), to those listed fromF. W. Chandler details the interim procedure for documenting the time delay* relay settings. Special Engineering Procedures SEP 83-11, issued October 1L4,*1983 (EEB 831014 937), gives the procedures for documenting the time delay relaysettings.

27DISTRIBUTION: 26j ALL EN DES ACTION COMPLETE:

CONST ROJECTMANAGECENDST PROJECT MANAGER

CHIEF, ESBOFFICE OF OANEB (for Significant NCRsP

RNHCI)1R.DTME DS CIS *BAC-H - IR.DTNSRS (for Significant NCRs)

-0~1f1ASSISTAjT TO THE MANAGER OF ODEC (Quality

'j'..-',.and Nuclear Safety).-for Significant NCRs I ,B92DISTRIBUTE AFTER THIS SIGNATURE

HANOCARRY COPY TO NEB 4kLS MECF3 ACCESSION NO.

R. L. 3rebri,. W8DI195 C-K

FORM 3 10520DIN509210520.92.0000ref: 10520DIN3547

WATTS BAR*NUCLEAR PLANTINDEPENDENT REVIEW


R-PL


The time delay range for relays lSG, 2SG, 3SG, and 4SG were added to drawings45N600-3-3 R3 and 45N600-3-4 R3 under ECN 3334. The exact setting will bedetermined during preop testing and added to the necessary drawings. Allcorrective action is complete.

References: ECN 3334 and NCR WBNEEB8301


Program Team Member

~ OEDC Program Manager

Chaiz&a, OEDC PoV Committee

Date

6ate

Z4 161,9e

Black & Veatch

Classification: Type ___________


L.~..Category i

Date

21/ 2)/i(h.hlate

ENGINEERING CHANGE NOTICECOVER SHEET SWP Im 01 20





DATE JAN 2 0 1983

ECN NO. 3.S33)q

Wafts Bar Nuc.!Ga~ ?JYJ ~r!9cl

SWP 204 GB-I


C.BARLA-S C. F)1//6RPrepared by

Project IW1QTTS &99R NUI!'LEAR ELPM1J

System or Feature VA ) VS.

Reference & DescrIPtlonj4~Ihange

A y -5 'rM AAffected Unit(s) t2

NICR WSAl-SW9 8:L.7~FV)SEb ~Th~MAT)C AND t',~N)/&~T)OW BRA W)Ne~S Th

Data SheetAvailable

Ei,E2.

FOSSIL. WORD0 A SPECIAL PROJECTS 09310

SPECIAL DESIUI PROJECTS

ARICAITECIURAL SUPPORT 53*C1C

WORK MUST BE DONE BEFORE-1

Pvc-Op Ist Fuel I%T~wharTest L-oad PowerI 0er~n IRefuell

Uniff I~ 2

EUS1UEERINS 3SUPPO RT SIIBMC E3 oApproval Required

ECN aich review:

ýeiqn P~jec M er Date

- Approved:

ENS CIVIL 3321 i

ENS MýNyiANICAi. U. CHIEF Date

Chief Nuclear'Engineer Date

Yes or NoRequired for PSAR or FSAR YE~SRequired for Preoperational Test: L4 0

-I fYes, Test No.Vendor Backcharges Involved 1Seismic Analysis RequiredNonconformance Report RequiredQA Applies ye 5I Security System Modified N ()Vendor(s) involved: N ON E

J

CC (AttaCnm..II):?.-~- xd7 (5/)CN: EF ARCMI TECTU3ML ESUPPORT BRANCH. WlIC126 C-9 CHIiEF. CO3T PLANINGR AND CONTROL STAFF. W12C74 C.4CIN E. Ci V1_ ENCI EESING SEARCH, W90224 C-K CHIEF. SPECIAL DESIGN PROJECTS. W20224 C-4CHIEF. ELECTRICAL ENGINEERING BRANCH. lilCilA C-9 MAUAGEE OF CONSTRUJCTION. E7924 C-KCNIEF, MECHANICAL ENGINEERING BRANCH. V7C126 C-4 "PLIANT SUIPERINTENDENTCHIIEF. NUCLEAR ENGINEER. W10C120 C-9 NED$. U5563C-CSIEF. F:QUALITY ASSIJESCE SEARCH. 5100 "1S"

Yes No I~f

R-cylsEp -qr- SmArm ND ehAtEe'rJOR R WAMA' 76

STENNESEE VALLEY AUTHORITrDIVISiON OF ENGINEERING OESIC

IainProject Manager &%t,!7

r= ) 4 10 A3.

iN ENGINEERINGý CHANGE NOlDATA SHEET NO...

-1 Li ýjL1

T-if~

riCE N O . 3 3 3 R AIJ No

-~ PGE 1

Released By- ) ' ~T-~.0-1.ssign Project Manager

Preparing Section MEDS Accession No. I MEDS Accession No.

Prepared R SWP '80 10 4By: ýYRES CFJ14ER -00 2 501 _________

Total Pages(RO):() R SWp W8 0314 530RSectionIS5Supervisor: R

Staf /gAo 2 6Group RRHead: 3 7Br-anch__ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ __ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _

Chief: a eSCOPE

Poject W-nrr T R. BR NveLE R C PL a dJ7 Affected Units A.. *

System or Feature VilR)OI. SYT-EdmSReference Description of Change REV/ISED SCREMA2M:1T- AqND tCoNbl~crn'oA DRAW)AJ,2

ZQ Pa4REP W1ZH L06ed DIA&RAMS ON Vaglovu9 ZNISTRUMENVT SEr-rNd.REF: BLACeK t -V~req F)INDIWCS ;:)IS: FI2.5 F)1,/' FPIZ F.901l


REV. DATE PRE- SECT. GROUP BRNHEC" D.P. DSRPINORESONTOTALNO. ISSUED PARED SUPV. HEAD CHIEF CLERK MGR. DSRPONFREIONPAGES

I ___ L?2Jb -// Z)4)S Dfettete /Z D-j lt42- x~' pjs

.Lqn. No. W --553Y

AdW w Information:

CNIEF. COST PLASUIVC AND CMTUL STAFF. W12C74 C-9 PLANT UPERINTENSUTCNI EF. ANRcIIZCTIORAL, SUPP04T SEASCI, VaCLUA C-. CONSTRUICTION P00JECT NANLC(3CNIEF. CIV"IL ENGINERING £ASACII.W012 C-9 c - 9 NEDS. 64G CST-CCNIEF . ELECTWICAL ucImumumo2, INA1cu. VIaas C- S.50 ST-CNIEF. SPECIAL DESIG PROJECTS. W29224 C-a

TENNESSE VALLEY AUTHORITYDIVISIOFE OP ENGINEERING DESIGN.

ENGINEERING CHANGE NOTICE NO.. 3 3:3A4DATA SHEET NO. LI..

AFFECT= 1w ISSUE DATELREAKUNIT DRAWING OR 13/M NUMBER RE.E~eTO ACTUAL EAK

T,,,r2-L-0-2! -2q 9

2L572 1-1 -7.

19z H5W760- 6!2- 1.

&g-? ll5W7/P0!Z7=L-

1dZ2 8i4S~ OOpp -!- 3 ~ I_ -

i2.2AJ~O-3•- ~ £ - - -I ps4R ýW Q 31. I-17Z

LL?~~~.. L1roO-3- 31 H7 -If~77 g3~4

12-2 q5N 1, QQ 3-7-8 - -

I IZ A15AO - 2. to - -q 7- __ _ __4__

lk 2 14S ~ O~- At A- Q. q. --

1L2.. z •A)A t5H7Z 66-- -V-7-

YSNA Yb-7-$ I

12LZ 34! P"AO~7 9_ __________

4 q:57 -

IZZ 9 DivN-9- __IMP

//7PAGE

,Th'A.210575E (EN DES-7-79)

TENNESSEE VALLEY AUTHORITYDr./iSION OF ENGINEERING DESIGN

ENGINEERING. CHANGE NOTICE No. .333qH

DATA SHEETNOI

j DRAWING OR S/IM NUMBER I

DWG I ISSUE DATE

REV. IEXPECTED IACTUAL4 1

R EMARKS

I4NE UPDATED~N DATA SHEET

Dle- 4e-

1 Z LSW7g - -1 -P (6__3-2 _3

-it 2-15 -- W Z6 0 -- -3 -,

IL q5W81 7 L 7-31 a I$±!1.51 (ai' 2-3 3q 3 128

N A 27 &7-2)9

i J 15WZSL 1 I______ eJeLc.

Ai 0 ?~-1- 2 3 3 ___2__ __43__

1 ___5__BM_ 0 1_ _ _ _ _ _ _ _

L. '158 17(,-7 -0 a_ _ _ _ _ _ _ _ _

1L125T376-1...oz 0 1_ _ _ _ _ _ _ _ _

____ 'S-NJ60 -S7- Z -3- 93j 3 -----------__ ___

____~~L 4J6 00 -7- Z 1. 2 _ _ _ _ _ _ _ _ _ _

Lfs- 6oo-2.-3 3_ _

Ws-J600 -7£39

PAGE

REMARKS EV NO

I I I I I IN-P-4-/ 9 ý - a I -- ]---3 -1 )q-,R I

. I

TVA 10575E (EN DES-7-79)


ENGINEERING CHANGE NOTICE NO. 333L11

-1 DATA SHEET NO. I PAG

A-

'/9

UNIT RAWIG ORB/M NMBER REV. ISSUE DATE 4CFFECTED DWG

UNT RWIG RB/ NMER RE.EXPECTED ACTUAL REMARKS WE

4 -6t( 3-N'-?3 -Z-?'3 _ _ _ _ _ _ _ _ _

-7 .

-~ DIVISION OF ENGINEERING DESIGNNONCONFORMANCE REPORT /-

- ~ MEDS Accession No. SWP '82 12 22 1 o 1 9

WREPORT NO. WBNSWP8267

2 PLANT WAT A wrfjUNIT1

r4 PREPAJRER/ORGANIZATIONIOATE J. D. CollinsfSWP/December 21, 1982

5DESCRIPTION OF CONDITION



result of the Black and Veatch third party independent review. The Black

and Veatch finding Inumbers are:

F101, F102, P103, F104, F105, F106, F107, P110, P1.ll, F114, P115, F116,

P117, F12-3, F124, P127, F130, F131, F141, F802, F803, F804, P805, F806


06 DATE OF OCCURRENCE EST I X). ACT. 1 1978 []SIGNIFICANT. CONDITION ADVERSE TO OUALITY

[7] METHOD OF DISCOVERY Thuid Party Review YES 0 NON

DE (EN OES-EP 8.01) 110 -BRANCH CHIEF AE =

111CWECTIVE ACTION:

12 CIEATO EITSFO DESIGN CRITERIA REOUIREAMENT YES NoJ No

D13 DE-SIGN CRITERIA DGCUME_'JTNQECET..REUS O

[D4 ECN REQUIRED C3 -YS __ LCNNO SCHEDULE IUPACT P A 0 N

DIVISION OF ENGINE ERING DESIGNNONCONFORMANCE REPORT

................. ........................................

.............. ýEB 0'11

WREPORT NO. WBNEEB83012 jPLANT Watts Bar Nuclear Plant E3]UNIT 1 and 2

PREPARER/ORGANIZATIO"N/DATE W. T. Estes/EEEB ItC#3/1-14-83SDESCRIPTION OF CONDITION

There are no procedures for documenting time delay relay setting that are deter-mined bypre-op tests.

T DATE OF OCCURRENCE EST ( X ). ACT. I ) 1 2/30/82 ; 9=SIGNIFICANT CONDITION ADVERSE TO OUALITFYý7 ~ETH-D OP DISCOVERY Black & Veatch Finding F-126'YS N j3 j LAD CODE (EN DES-EP 8.01)L,0

JU~CORRECTIVE ACTION:

A special engineering proce'i.-*-re 421l be written to give the procedure, fordocumenting the time delay relay settings.

*CC-,:PECTIVE ACTION DEVIATES FROM A DESIGN CRITERIA RED UIREMENT YESp:DESIGN CRITERIA DOCU-MENT NO.

EXCEPTION REQUEST NO,REOUIRD E] 'YES NUWZ LC'NNU 'ljj SCHEDULE IMPACT P 7 AX-

MEDS Accespi-n NI,

NONCONFOR[VANCEE REPORT-JRT NO.

ASSIGNABLE CAUSE: (REQUIRED IF SIGNIFICANT)

It was not recognized that a formal procedure was required to documentthe time delay relay settings.

17THIS IS A GENERIC CONDITION YES NOD



A directive has been issued by the manager of Engineering Desigri,instructing all design employees to become thoroughly familiar ,.,ithand to follow all EPs.

.19;INOPENENTREVIEW: f 7/

ACTIVITY NO.D,.TINIAE

,SREMARKS

This problem exists on BFN and SQN. NCRs have been written addr-essing thisproblem for their plants. All 14BN schematics have been reviewed. TheA time delay relay settings not currently specified have b~een identified inletter from J. C. Standifer to F. W. Chandler dated April 7, 1983 (WBP 830427022). A memorandum dated June 14, 1983 (EEB 830614 939), to those listed fromF. W. Chandler details the interim procedure for documenting the time delayrelay settings. Special Engineering Procedures SEP 83-11, issued October .14,1983 (EEB 831014 937), gives the procedures for documenting the time delay relaysettings.

DISTRIBUTION:CONST PROJECT MANAGER

S EN DES PROJECT MANAGERCHIEF, ESBOFFICE OF QANCEB (for Significant NCRs)~MEDS CISNSRS (for Significant NCRs)

STANT TO THE MANAGER OF OEDC (Qualityd N~uc~ear Safety).4for Significant NCRs

WR IUTE AFTER THIS SIGNATURE0-N OCARRY COPY TO NEBN\LS

R. L. Brehm-, WSl) C-K

26ALL EN DES ACTION COMPLETE: 4IfIv"'I

'BRANCH CHIEF/ORG. DATE

MB '8310 19Q 97MEDS ACC:ESSION NO.

10520DIN500910520.92.0000

WATTS BAR*NUCLEAR PLANTINDEPENDENT REVIEW

ref: 10520DIN4257


R-PL


This is a labeling error on 45N600-3-3 R2 and 45N600-3-4 R2. "LM" shown f orLM-3-164, LM-3-156, LM-3-l48, and LM-3-171 should have been "LGV." The errorwas corrected on 45N600-3-3 R3 and 45N600-3-4 R3 on ECN 3650. All correctiveaction is-complete.

ECN 3650NCR WBNSWP'8267 Rl

EACLG__- -Program Team Member


irman, OE6Policy Committee

/1? ?3Date

Dater

Date

Black & Veatch 7

Classification: type ___ __________Category_________

y Bla'k & Veatch Project Manager Date

Black & Veatch Senior Revie w Team Chairman Date

FORM 3

References:

ENGINEE-RING C"IHANGE NOTICLECOVER SHEETA I"

(BEFORE ISSUANCE OF OPERATING LICErVE)

TENNESSEE VALLEY AUTHORITYDIVISION OF ENGINEERING DESIGN Wall B-rN-. ;FL2 S.-Ciy ~

?U`3 0O12 02ECN NO.


S\'VP 204 G3 K'From: Design Project Manager

DATE JN 018 ~ 3 ~ ~ j 4~ ZZ. 1


6/HRRL,55 C. ZE15,AP .SWP F2 _ _

ie~on,2$ Section L;=,e'

1 Project EngineerReleased:

0 Design Project Manager

SCOPE

Project WiTT-5 8199 ~ i~~ PLqANT -ASystem or Feature (3) Re)XILIPRfY Ft*EIPV),qYER 5Y5T-FM

Date

ffected Unit(s) )2

)Y I!, GWP ( :7

Reference & Description of Change CQOR?-iý T DRAW~l/C if PER L/(N2VE7ThF/A)D~htcA

1 : P 4 . R X (3 * * -/~ ' 4-, . . . . .

(9 DRAWINS OR B/M'SINVOL~.\Q\.-(Data Sheets Requi

U~GIICLR 5 rý '.

F ~ ~ . i~anical (J~~j) Nuclesj-IC

IIý.VAl I EO IAGROUPS 12

Electrical E2-Meri

FOSSIL. HYDRO A SPECIAL PROJECTS DE3IGO

SPECIAL OESICII PROJECTS


140 '830826Pa-ySICAL W'ORKNIUsr BE DONrE BEFORE:

Fre-Og. 1st Fuel 11'Th~wm I

Test Loic Po~e,

Date Branch.Data SheetAvailable

yF5

539:ommn'i lt

I - -

tUGiISERING SUPPORT eRANCHES

Approval Required

Aesign Project Mla ager

Approved:

Nh

402

;eview:

Date

EN3 CIVIL 89. CHIEF

_ E11 ELECTRIý 3 . H C

NJ14Chidf Nuclear Engineer


- If Yes, Test No.

Vendor EBackcharges Involved

Seismic Analysis RequiredNonconformance Report Required] QA AppliesSecurity System Modified

Date

Date

Date

-7

AlD

Vendor(s) involved:

CHiIEF, COST Pt. "KING AXO CCUTIZOL STAFF. Vt2C74 C-,CHIEBF. '.PECIIL SESICI 1P*OJECIS. W70-1; C-KXARACERCF CCSMMTv~ON. L1GZ2 C-9PL'IT SPEiRIKIENDhT

No____

CC (Altacnmeýtq), y-~ >(171 -CH:iEF. ARCHITECTURDAL tUPPORT ORLI.C,. idRCI26 C-9C.-i EF. CIVIL. ENGIAEERI~r BRANCH. V90224 C-kC'I E F. EL.ECTRICAL ERIGIIEiqiiG BIARICi. h8C126 C-1CRIEF, XEChA41CA. EIGiuEECRII;eG IC4. .iCIS6 C-C

ENGINEERING CHANGE NOlDATA.SHEET NO.

J- ~ 'A -

Design Project Manager SWP '204 Cb-K

Preparing SectionE 21

Prepared

2y:,'-ydL5 4. F13HE'gTotal Pages (RO): aSectionSup~ervisor: xld,

Staff Eng/1/A

N1~.U~ MCLe~ICr1 I~SU.Ti N1~U~ ACCeSSIOn NO.

-1

ýSWP '83 0120 5SW t03 0214

riCE NO.--! 0. BRANCH F7~

Released Ely: )p.9 P

r Vesign Project Manager

544IRI~SWr £~ ~33O8 5~2

L~L ______________

Group A~Head: Rj.A'C~WIIII

lChief: DateSCP

Project WITT Bý9 NUC~LEAR? Pi_); SCP Affectedt-UnIts

Sytmor Feature (3 ,)UX/L b,41TY FERt' WA T59 . iSYSTEM

iRefeincte'l& Description of Change r-ORR~'? Ll' DRAWING(S PER ~ ~~\~T-

L~hi5)N"w ee_1~~

SEE ASSOCIATED DRAWINGS LIST, REVERSE SIDE

REV, DATE PRE- SECT. GROUP ANCH ECN D.P.DECITOOFRVSNTTA

NO ISUDPARED SUPV. HE-AD CHIEF CLERK MGR. PECITO FRVSO OAGE

__ __ DeC-7-,5gp 2- D&S qDF- 1) DW65 ~ AE

F ~ ~ ~ ýw ___03__ 030 5Z2_______________________________________________

2I - 3 IZE - __.___ _____ ___________________________________________

R eq n. N o. N_Fijiff~teriais as toiiows: NO PR RWLIP

AWal Information:

C(IEF. C05T PLAN91VG Ago CONITROL STAFF. W12C74 C-9 PLANT SUPERINTENDENTCI. I EF AcIRC ,TCTUhIAI. rI.PPORT BRAICK, hf;C126 C-9 CCISTA¶ICTI0CP "OJLCT XANACCICx4IEF CLIVIL EglO 011%.II BRAXCII.VW90ZZS C-9 ME S.VL63 C-

'k (. S'ECIAL 31 -. Pk0JECT3. W20022 C -I

TENNESSE!ý VALLEY AUTHORITYr.I'IVISION OF ENGINEERING DESIGN4

N1 S Acces!icn No. ro?__Uý) ý_kcceSSion No.

I i. .

TNNI~ESSEE VALLEY AUTHORITYDIVIrStCN OF ENGINEERING DESIGN.

EiNGsNEERING CHAN-1GE N.OTICE NO. ______

DATA SHEET NO..LI

[AFFCTE0] OwO a IS DATEUNI Ti DRAWING OR B/M NUMBER IEVI EXPECITEDU ACTUAL PZEMARKS

Ll P54R F.a. Q31.1-4-7

K~~~~~.E - IA F.Qc A41'

LL~15W17ý7 q12 2)O9

____q5817 97- 24 -7-29-

1?__ 1H5132,767-20_____ 4 SO_ __ _ __ _ _ L_ 2_ --- P _ _ _ _ _ _ _ _ _ _ _

/I4, PAGE F

14 ýN /- tl n - ý - -ý


MEDS Accession WY~

/7-7

3P '83 0818 050

F WE REPORT NO. WBNSUTP8267 R

WATTS BAR NUCLEAR PLAINT IE1UNIT 1

I PREPARERIORGANIZATIONIDATE J. D. Collins/WBP/August 17, 1983

JDESCRIPTION OF CONDITION

Electrical drawing discrepancies have been identified on the logic, control,schematic, and connection drawings for the auxiliary feedwater system as aresult of the Black and Veatch'third party independent review. The Blackand Veatch finding numbers are:

F101, F102, F103, F104, F105, F106, F107, F110, F111, F114, F115, F116,F117, F123, F124, F127, F130, F131, F141, F802, F803, F804, F805, P806


11DATE OF OCCURRENCE EST(C XI. ACT. ) 1978ZZt1400 OF DISCOVERY Third Party Review TrbL1- V A

~ * DE (EN DES-EP 8.01) 26 -i1BRANCH CHIEFIDATE

ifCORRECTIVE ACTION:- The minor electrical drawing discrepancies identified by Black and Veatchhave been corrected on the following ECNs and FCRs:

2816 - P123, F1243647 - P101, F102, F103, F104,3650 - F1ll, F115, F117, F127,E3458 - F105, F805E3508 - F110, F116, F802, F804

yE ACTION DEVI AT ES F

n~CEf.2u r~IT~gIA flACtIM~MT NA

F106, F107, F114,F141, F803, F806

ROM A DESIGN CRITERIA REQUIREMENT

F130, F131

YES

ECNECNECNFCRFCR

D4ECN REOUIRED f~YES NOO3 ECNNOý 2816, 3647, 3650 SIIDLIPC

NO~

EXCEPTION REQUEST NO

'ATATTS BAR NUCLFAR PUNIT

NONCONFORMANCE REPORT rn REPORT N. WEN

EASSIGNABLE CAUSE: (REQUIRED IF SIGNIFICANTI

THIS IS A GENERIC CONDITION YES E~NOSACTION REQUIRED TO PREVENT RECURRENCE: (REQUIRED IF SIGNIFICANT)

19-IN DEPENDENT REVIEW:-

LABOR EST.( XI, ACT. I 1 20 MH D21 SCHEDULE EST. (X). ACT. II

22ACTIVITY NO. *See Below 19 TASK DESCRIPTION DATE INITIATED *S

F REMARKS: *ECN 28916 - Act. No. DZ85-E281669 Date 11/29/82ECN 3647 - Act. `Nd. DZ85-E364725 Date 01/17/83ECN 3650 - Act. No. DZ85-E3650R6 Date 01/28/83


f21DISTRIBUTION: ijALENDSCTOCMPT:CONST PROJECT MANAGER J. D. Collins, 5100 MIB-K ALENDSCTOCMPT:

28 EN DES PROJECT MANAGERCHIEF. ESBOFFICE OF QA .KIES (for Significant NCRsI)"c~H/O G

INSRS (for Significant NCRs)ASSISTANT TO THE MANAGER OF OED^- (QuaiityWB '8 0 18 0

.and Nuclear Safety)-f or Significant NCRs BDISTRIBUTE AFTER THIS-SIGNATURE &______0818______ Or__HANOCAR.RY COPY TOWM-NI-S- MEDS ACCESSION NO.

10520DIN5010105 20.92.0000

WATTS BAR* NUCLEAR ?LANTINDEPENDENT REVI=5W

ref: 10520.DIN4263


0-PL


TVA drawings 45W600-46-6 R5, 45W1614-10 R3, and 45W2614-10 R3 have been issuedunder EGN 3642 to change control circuitry to bypass "open" torque switch forthe the "trip and throttle valve" (FCV-l-51). The bypass is required per IECircular 81-13. ECN 3642 is closed (SWP 830217 504 and SWP 830217 505).

The valve is being added to the active valve list (Table 3.9-25) in the FSAR'

Revision Package No. 369 (NEB 830421 263). All corrective action is complete.

Attached are copies of ECN 3642 and FSAR Revision Package No. 369.

Program Team Member Dat e

'Date


- n~ , ,,aC icy Committee

Black & Veatch

Classification: type /F Category A9-

Aa& Vetc Poec*MnaeBlack & Veatch Senior Review Team Chairman

FORM 3

Date

Date

ENGINEERING CHANGE NOTICE /-3COVER SHEET SW P '83 0 2 175,

(BEFORE ISSUANCE OF OPERATING UCENSE)54

TENNES-cSEE VALLEY AUTHORITYDIVISIOt4 OF ENGINEERING DIESIGtLfts Bar Nucflear P4laa,,S2*I~

To: Construction Project Manager I i

From: Diesign Project Manager,

DATE FEB 17 S83

SWP 204GB4_--Ki

ECN NO. 3642-

&rJd A/ tWas IJ Aralysis Required: Yes - No

Prepared by

9~w 47:.Released:-~' Project Engineer

VSCOPE

Project WATT-S SPda 1J~.JaL5Ag. EL-AýJT Affected Unit(s) 10 2.-SystemorFeature. FýEE ATEIQ coNAJk.oL_ Sy~s75(,1 (-46)Reference & Description eC14AiNJE C0A-1T72 0L. C-IRiCU17-Y 7ro 8YP'4LL

-C-14 PW~DIýJG- F= 12-8./ED: Yes -Date Branch

or Data SheetNo Available

ito

NON 10- -

NO0

A@ PIOWECTS DESIGN GROUPS

Civil

Eli 4 T-Cal E3.'4Mecn

"~0

NO

:OMM'i 1st

Unit(SI I

ENINEERING SUPPORT $RANCHES

Approval Required

j~pproveoz:

ENS ELECTRICALD. g*cNagr

ENS "f-CHNIICALBR01

Chief N~uclear Engineer


If Yes. Test No.

Vendor Backcharges InvolvedSeismic Analysis RequiredNonconformance Report RequiredQA.AppliesSecurity System Modified.Vendor(s) involved:

CC (Att&h~w.@Ii): =9 - eg((

C31I EF L&C"TECC1URL SUIPPORT DRARCM. Usd126 -CZ I F* CIVIL ENGINEERING sURCH. W90224 C-IPIEF. ELLCIPCAZ. CZCICEENIUC 3101ICM, UI126 -

C31 ,E?. XECuA.IICAL EuC EL Iu ARLCO. VIC126 C-9CHIL. 1 IUCLEA E UIBLEGER. WIOC126 C-9D.IEF . Q4ALrTy ASSURANCE ILLICI. 5100 1111"

- B '830624 51C COW. CMT PLARRISS A60 CONTROL STAFF. U12C74C-CHItF. VtCIAL DESIGN PSOJECTS. WV2022 C-9

%&AIGE1 Of C013TWUCTIOI. (7124 C-KPLAIT S9PtRId12TxDxREDS. W5663 C-9

DRAWINGS

FOSSIL. "VIR A SPECIAL PROJECTS DESIGNi

SPECIAL DE31C P3OJECTIF No

LUM11TEC1U3AL SOPPONT BUNC 160

jJAfeSICAL-WORK MUST BE DONE BEFOR7E-

Pre-.Oo 1st F.el Lrflwvn

Date -

Date

Date

Yes or No

M1o

A/ 0

_6

[TRALisr-c--g

*TE.KNESSEE VALLEY AUTHORITY.-ORI!MOF ENGINEERING OMSGN

ENGINEERING CHANGE NOTICE NdO. :3647wDATA SHEET NO. I.....

Watts lar Nudle Kami,.spriw gb Iti

'SIOBRANCH 'f

PAC.,LE

psign Project Manager Released By:~. esign Project Manager

Preparing Sectionsw.) P Wigs # -3PreparedBy- fl~ , HVEBSC %)J

Total Pages (RO): 2-SectionSupervisor:

MtFOS Mrc~finn Nn.

SW P '83 0 217 50Q.5MtU!S Accemsion No

R1 RIi__ _ _ _ _ _ _ _ _ _ _

Staff E g orRR1

Architect: A/Group RR

Hed31 7Branch____________________

__ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _

JChief: . teSCOPE

Project w AJAT-rs A Q AJ au CLc-Ak P LAri-7 Affected Units 1 2Systemor~eature 1=EZ:;?AV rEJP COAJ-YAZ-0L- S7Y5-F-, (lq6)Ps-lerence & Description of Change C4!A/~Cih.~. -,c/r~V -c P 5

'<~2~A/"7O0,!RQ(/ý SWv-rCR- E02 -T72-z' F /P ~ 7~,rrV,4LVE

RATES


RE.DATE PRE- SECT. GROUP DAO4 c .P. DSRPINORESONTOTALNO. ISSUED PARED SUPV. HEAD, CHEF CLECRK MGR. ESRPINORVSONPAGES

F -.iaes as follows: A1

ic Information: ____0 MR -5 7- C.24v'-7 . .ýe5.

CHIEF, COST PLANNIIU A091 WITROL STiAFF. WIC12c5 - PtAIT 5VI"ERWIRDaTD (C)EI EF ANCJIITECTU&L 3UPPO~rT SI5301. W&C~L2 c-D*STVJCTION PIOJECT NASAGE1C" I EF C, voL EIGINEE11u6 SsUCH.vW9022a C-9 "EMS VSb63 "-CM I EF ELECTI CAL CIG 1CII SNAACII, VSC12 C-9 #A3. 640 CSTZ-C

Er 11E1. A SC aL OiGA PEOJ TS. W20ZZI C-(

5*1'111 f-IVI-41 133:K

TEN~~VAL-LEY AUTHORITY ENGINEERING CHANGE NOTICE NO. 62- PACE)ltiv;:sz"~ N'ERN EIH DATA SHEET NO. 1PG

,FF ECTED OWG ISSUE OATE N DA

UNIT D RAWING OR SIM NUMBER REV. EXPECTED ACTUALREAK

__ 0______ 5 5- --S33 ..

__1.4 W164 1

0 "'A 10753 (ENDES-1O4O)

UNITED STATES GOVERNMENT

M em oran durn TENNLESSE-E VALLE MJTORIT

TO .. . Mills, Manager of Nuclear Licensiag, 400 CST2-C

7ROM lohn A. Raulston, Chief, Nuclear Zagineering Support Branch,IRIOC126 C-K

D A T E A P R 2 1 1 -9 8 3 -AS a R V S O P C A E ' 0SUBJECT: ~ ~ 'f~,~ i.. SR VSINPCL O

Attached is FSAR Revision Package No. aid The package contains

approved OEDC design input in accordance with ANSI N4..lfor

incorporation into the FSAR. As such, the material should not be

changed substantially without the prior written approval of NLEB-NLS.

If you have any questions on this matter, contact $W~d 9 &at extension ~L17/ -1

týZoJohnA. R~auls tou

cc: W.S, W B63 C-K, W/all attachments except figures

0 14, &~--v- -

Principally prepared extension 11-71

DEO5 ;FSALR.

APR 2'

4Buy U.S. Savings Bondt Regularly on the Payroll Savings Plan

C-.;,wism-4S

Table 3.9- 25 (Continued)

Feedwater System(Continued)

Anx I I isrVY

Feedwater system

PCV-3-241FCV-3-24SFCV-3 -3 SAI' C V-3 -4 RAPCV-3 - 90,A3-S083-50 93-5103"5i113-6383-6 443-6453-6523-6553-6563-66 93-6703-6783-679FCV-3-242

3-8623-9223-8613-9213-87 43-8333-8733-832LCV-3 -156LCV-3 -1

6 4

LCV-3-148

LCV-3-171LCV-3-114LCV-3-173Lcv-3 -172Lev-3 -17 5

ep;CV-1-52S

FCV-1-16

3-891

3-892

FCV-3 -17 9AFcv-3-17 91F C V -3 -13 6A

AirAirAlrA irAirAPAl'At'AP'AtPAt'AP'Al'APApA PAt'AP'AP'A ir

At'AP'At'At'AP'AP'At'At'AirAirAirAirAirAirAirAir

Nov

Nov

At'

Al'

"OvNovHUYv

Valve HQ_ JJ_&j LILLU 611QA 11ob

GlobeGlobeGlobeGlobeChoecCh ckCheckCheckCheckCheckCheckCh ckChe ackCheckCheckCheckCheckCheck

Globe

CheckChockCh c kCheckCheckChecakCheckChecakGeteGateG a t aGatoGateGateGateG ateaSpcacialIGate

Gate

Check

Check

GalsGe ts6 .s t 0

Spa Ci It

Rtevised by Amendmnut 4ýSheot 2

peadwater Control Volvo Low Flow BYPASS

F eduatef Control Valve Low FLOW By.paSs

Peedwatef control Valve Low Flow Bypass

P.edwater Control Valve Low Filow Bypass

ain Feed Check

IMain Feed Check

Main Feed Check

" a i A I e eo d C h e c k

PU Bypass Check

P11 Bypass Check

PU Bypass Check

PU Bypass CheckPU Bypass CheckPU Bypass Check

4

PU Bypass Check

PU Bypass. Check

PU Bypass Check

PU Bypass Check

Foedwater Control Valve

Low Plow Bypass

C on tainment I solation

cook ts imcia a SOl atin

Containment I .olation

Containment Isolation





Discharge From Pump A

Discharge Prom Pump A

Discharge From Pump B

Discharge From Pump B

Discharge Prom Turbine-Driven Pump

Discharge From. Turbine-Driven 'uspp

Discharge From a Turbine-Driven Pump

Discharge Froml Turbine-Driven Pump

Turbine Governor Valve

Steam Supply to Auxiliary Peedwater

Pump Turbine

Steamk Supply to Auxiliary Peedwater

Pump Turbine

Steam Supply to Auxiliary ceadwater

Pump Turbine

Steam Supply to Auxilidry Feedwater

Pump Turbine

ERCW System Supply to Pump Suction

IiRCW System'' Supply to Pump Suction

ViICV system Supply to Pump Suction

TLORxi"6 TsM9 AtMO -1TAcAV5L6 qAt-VE7

10520DIN501110520.92.0000

WATTS BAR NUCLEAR PLANTIMIEPENDENT REVIEW

ref: 10520DIN4306

Finding Number /F /1 /2 /9

0


TVA logic diagrams 46W611-3-3 R2 and 47W611-3-4 R2 were correct and schematicdiagrams 45W600-46-6 R4 and 45N600-57-5 R2 incorrect. The schematic diagramsand associated drawings have been revised and issued to show the limit switchto operate when the trip and throttle valve (FGV-l-51) is half open. Allcorrective action is complete.

ECN 3683 is attached.

Program Team Member


a ýrman, OE olicy Coxmmittee

__I745Date

1117/Date

Date

Black & Veat ch i-e.. i .74A 4= 4ji.4iqL//~,

Classification: Type /'CategoryA

/ 7BliN .& Veatch Project Manager

Black & Veatch Seir Reiw Team Chairman

Date

Dat6

FORM 3

ENGINEERING CHANGE NOTICECOVER SHEET SWP W3 0214. 51


TENNESSZEE VALLEY AUTHORITYDIVISION OF ENGINEERING DESIGN


From: Design Project Manager -

DATE FEB 14 M04

ECN NO. '36S3V/sis Bar Nuclew Pfa trSRM2.ýYl is

SWP 204 G&K

Was UJ Analysis Required: Yes No

Prepard

Project EngineerReleased-

SCOPE

Proj ec.7ATT '%,AP NVC-LEA/ PLAA/~T

fTr~A ~J5 FEPA~J

-c~j~Section Leaner -_ __

Dipign Project M (ager

Affected Unit(s) '147Z

System or Fe WA7~f TaR~Y (~Reference &-Xcri f Change RELISE; / 'MIT Sk!-rCH OEZ-110dJ 5c4 77 -7 7- -r4 ECOT7ER 2 21PA1 c5 4 R0 To-LE " VALV (E-ý-SI -51Le PA /

THR-r--L.E VALVE Is t4AL-F oPEW- keE: Buz..c i v~r-Arca nIo~llDRAW[?S 'MS INVOLVED. Yes Date Branch.

eet Reuird) ~ crý. Data SheetReqird)No Available

4 __

AElectricarj /M

~~~Me Mecanical ~t'~ear NO

NUCLER PROJECTS DESIGN ClOUPS;

CivilElectrical 42., E3Mech

FOSSIL. IWO.. A SPECIAL PftJlEcTS DE~SIG

SPECiAL bales Ps0,1CC?:

ARCS I TEIJ61AL SUPPORT 9&AUW

jR..rSICALw WOR MUST BE OCNE B3EFORE-:

Tes Load Powe

Y65

AJ'O-

EomFIsFt

Uflitli)

. Ye

Approval Required

or: - rnch review: ..

Approved:

E23 'CIVIL 11Fa

ENS 14LCNANI~ LB11. CHIEF Date

Cie utý Engine'er Date

Yes or NoRequired for PSAR or FSAR 4Required for Preoperational Test:

If Yes. Test No.

Vendor Backcharges Involved At0Seismic Analysis Required A/0Nonconformance Report Required A1QA Applies ESecurity System Modified

Vendor(s) involved: AAQ

UJODfe '(10f 2 1 Cn

CHIEF. COST PLANNING ARO CONTROL STAFF, vt~c74C-CHIEF. SPECIAL DESIGN PROJECTS. W70124C-05AGA~t Of C0STRUC~tOg. EMS2 C-9

CC (AttachmnwýI: . Y ()

CM IEf. ABCWITICT'SEAL SNPPOErT SuANCK. vaCI26 C-aCH IEF~ CIVIL ENClSCIIS S1&50 ARK 9022e -CHIEF: ELECT lCAL Em3i~u 1 aa. 6siZ U C -I01IEF . YAEOI&IC&J. 1ICISUE&IC SRA"aCaI. VICL26 C-4

Sei;tion,

= - = - = - M

#ý 3

ýaý 11ý --4; LZ

TENNEZScSE VALLEY AUITHORITY_ ENGINEERING CHANGE NOTICE NO. 1683vzOer- ENGINEERING OESIGN DT HE O

Watts Bar Nudew ar v-±Spring City, TNTo: __ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _

DesLn Project Manager SP '204 GB-_K

IIRANCH

PAGME

Relearsed By-

0 Design Project Manager

Preoa-ng Section5L3P Wi_=G # 3

PreparedBy:Ký-. 0, #/85C4M,4A./Total Pages (R1O): 2-=Z = 11Section

Ir a ACrSC n1

I _ . - 1 1 0

F: '83 0214 R6~-T *-

Staff Eng. or 2 R'Architect: A11,426.GroupRHead: 3-~Branch /.Chief:-

SCOPEProject AT7T-S PR~i NOC]EA( PLA PJ- Affected Units 12-

System or Feature DWTR CQATrP0L_ SYST•AI 4; )Reference & Description of Change REVISE LIMIT~I SWJTCR OPERAT/OA' Su14'c TPkA7-r TIM

C0o4TRt'L CIPC UIvr1y A:OP T1418 117RIP AdDI TA'Rn-r-rLl" // ALV9(JýC~v -z,- 51 oP .i-ERA-s V/iqF-f1,. 7146 "-RIP AtP.W T74pgo-rLe'

VA L-Ve ( 5 l-AL-F- 0 Pe tJ.

SEEASOCATD RAINS*IS. REESESD

A~ Inoraton

C14EF CSTPLNNNCAM) OSOI3LSTFF SEEC7 ASSCITE DRAWNGS LS T. RE E VDE RS SDCIEv. DA."TECT I ,UPRE. SE 2ACT. WRUPRACH2 ECNTUCIC OP.E DESC IPIONO RVSINTOC.! SSE! EL PTI AL NIRED N SLJV. HA D ICHIEF C LER MOR.. 6PAGESZ

_,IFSEIADE i G j zCi_ _ _ _ _ _ _ _ _ _ _

U I y I

TZNN~SSiEE VALLEY AUTHORITYDIVISION OF ENGINEERING DESIGN.

ENGINEERING CHANGE NOTICE NO. 36DATA SHEET NO.LI

PAGE E

AFFECTED RANGO O/M NUMSER ACT ALIN

UNIT DRWN RB/ UBR REV.1 EXPECTED I CULREMARKS

5 I5-2.-S3K3~3 (-S -

____ I ________________ ~. - _____ ...

1 2

I. 7I I

____ I _______________ ____ ____ ____________________

__ I _______ __ __ _________

__ I ________ __ __ I ___________

*1* I

__ ______ __ .1. __ 1

I.

I:

_ ____ _ I

__ I _________ I

_ I _ _ I

________________________________ I

_I .. __ __ _______

__ I _________ ___ _____________

* I I

-- I

TENNESSEE VALLEY AUTHORITYDIVISION OF ENGINEERING OF-SIGN

ENGINEERING CHANGE NOTICE NO. S.DATA SHEET NO. Z.

affs Bar FRudif Plo~t, Spflng9 city. MFro: esin roect Manager 204 i C -

BRANCHI

'PAGC

'LS

Released By:DeinProject Manager

Preparing Section MEDS Accession No. MEDS Accession No.

Prepared RSWF- *1 0214 5:664By: C. __ _ __ _ _

Total Pages (RO): 2-. R RSection 151Supervisor: 6'2Z , RStaff Eng. or A'2 6Architect: /L

GLroup 9 Y R R

Branch____ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _

Chief: DaeSCOPE

Project WIArn 9S4e NuCLF-At IOLAJAd Affected Units I4 .System or Feature Feso wgree- cdevre4L- svsr~o ý4'1(/Reference &Description of C hang e ee~s LVimir. s C4iTc~t4 0 P 6 eAr/a, AS 6CH 7-AArA

O2.OAJTheOL (!~ur- O T14E uZI AAJb 7T41ZTrLF J VALVE (F~'-,--'r) 0R&4A7r-CS

LJ;g S J TiET le I THR.o T14M V ALi V S E U1 LF9 oP.: E-uiJ FA VSA7 H

5~ -,

SE SOITDDAIGSLS.RVRESD

REV~~~~~~~~~ DAE PE.SC'.OPBRNH. C . OA

NO~~~~~~~~~~~~~........AED UP.......... CERMM. DSRPINO RVSO AE

0. AIzJ-:V7: Materials as follows:

Additional Information: A11 AJr7A.J0F

OAIIZ. MOST PLANNII. "0C COUThL STAFF, WLIC74 C-9 PLAIT SUPERINTENDXTgOCX'r, AmCNITECntUAI U4PPO~T RRA40. WACI21 C-9 CONSTRUCTIOG PROJECT M&.5&Gfl

"ErN04ESSEE VALLEY AUTHORITYo~vtSf ON~ OF E:NcGIEERING omSIG. ENGINEERING CHANGE NOTICE NO. 3983

DATA SHEET NO. ----7G~

OWaR Ev.

ISSUEEXPECTED ACTUAL

-t *9-

P r- ýLa]

10520DIN211110520.15.1000

TELEPHONE MEMORANDUM

DATE 11/28/83

H. E. McConnell TELEPHONE (615) 632-4450 TIME 10:15 AM RM

Tennesspe Valley Authority

RECORDED BY. W. J. Zid7fitinas

cc ti. E. McG~onnejll, TX

R. 1. Ba isde11

MBNP - ThdenenntReview

Finding Rep~or~t Responses

.PROJ. NO. 10520

FILE NO. 15.1000

Mr. McConnell returned my call of earlier this date, and we discussed the followingFindings.

F129 -The basic finding required TVA to determine what was intended, to fix theappropriate drawings, and assure proper field installation.

The Form .3 only addresses correcting the drawings.

What action is planned or has been taken to assure the installation iscurrent?

F785 -The finding was generated against hanger 03B-lAFW-RCO5, but documentationindicates hanger 03B-lAFW-R5.

What is the difference between the two drawings? I have verified theoriginal hanger number by reviewing attachments to DRR 56.4 DIN 3600.

F790 - The finding indicated two conditions. The firstincomplete. The second was that a dimension wascompletion of the hanger by submitting a copy ofHow was the dimension problem addressed?

was that the hanger wasincorrect. TVA addressedthe test No. 8 ticket.

F825 - The date on the Test card predates the TVA Form 1 which states the inspec-.tion was not complete (11/5/82 vs. 11/24/83) . A formal explanation orlater test records are required to clarify or resolve the issue.

Homer indicated that he would look into the concerns.

b am \RECEI1VED B & V

RO CTNOV 2 9 1983

(%Q) (FROM)

COMPANY

PROJECT

SUBJECT

PDCA/F le

TENNESSEE VALLEY AUTHORITY 105 20.14.0000 Il--KNOXVILLE TENNESSEE 37902

400 West Summit Hill Drive, W10C126

Black & Veatch ~J./))L11401 Lamar AvenueOverland Park. Kansas 66211 RECEIVED B & V

Attention: Mr. W. J. Zidziunas D EC 1.6 1983

Gentlemen: PROJECT #/65

PERSONAL SERVICES CONTRACT NO. TV-60052A

In response to your telephone request to H. E. McConnell, we areproviding the following additional information:

F-129 - TVA has verified that the field installation is complete forunit 1 and is in accordance with the design information provided withForm 3. Installation records are available at the site.

D1IRJ5O'flF-506 - Enclosed is a description of the screening program TVA used toassure that the sample program was adequate to he representative ofthe worst case likely to be encountered. This information is includedin the NCR documentation._ 6~~qF-718 - Enclosed are the field inspection records associated with this

f .n g.ow 5103F-803 - TVA has verified that the field installation is complete forunit 1 and is in accordance with the design information provided withlForm 3. Lnistallation records are available at the site.

CIAJSIt /F.-808 - Calibration and testing of the instrumentation and controls isrequired before system preoperational tests are conducted. Thiscalibration and testing is done using written procedures and therecords are reviewed and filed in accordance with TVA's QualityAssurance Plan. These records are available at the site for review.

iIAJ617%-F-856 - Enclosed is a reproducible copy of the computer printout forthis finding

01-1 4 AF-863 - Enclosed is a reproducible copy of the computer printout forthis finding.

F-932 - Enclosed are copies of drawings 47W427-204 R3, 47W427-220 R2,and 47W221 Rl.

F-935 - Drawing 85M47W427-204 has been redrawn. The new drawings areenclosed (see F-932).

F-948 - Enclosed is a reproducible copy of the computer printout forthis finding.a

An Eaual Oooortunity Emnoloyer

2

Black & Veatch

D/4)5Zý0/F-960 -Enclosed is a reproducible copy of the computer printout forthis finding.

F-818 - Enclosed is a reproducible copy of the computer printout forthis finding.

F-815, F-816, F-817 - Enclosed are copies of 85M45W427-205 and 45W427-206.

Very truly yours,

TENNESSEE VALLEY AUTHORITY

j0% John A. RaulstonChief Nuclear Engineer

Enclosures

FORM 3



R-PL


47W611-3-4 was revised to agreeaction is complete.


10520DIN508110520.92.0000ref: 10520DIN4258

with 47B601-46- series and 45W600-46-6.

Program Team MemberI$/


Cha n, OEDC Polcy Committee

Black & Veatch

Classification: type Category 11f


Dat

Date

Date

14tate

'Date

,.Oý 11C%4ý 0.7-1 -/V -aý

1~<~

ENGINEERING CHANGE NOTICECOVER SHEET SWP W8 0214


TENNESSEE VALLEY AUTHORITYDIVISION OF ENGINEERING DESIGN~attS Bar NudogW pEAWC ilsk

ECN NO.- 36___17

TO: Construction Project Manager


DATE FEB 1 f

Was IJ Analysis Required: Yes-

SWP 204 GB-

No

4.1'

0KA Project Z"164-7r5 "rg2'ew,

System or Feature %/

Affected Unit(s) //Z

P441t~-~ ~ (3) NC~ WArJ SwF~2L7

Reference & Descrlpt'6 '5 O~.f fO i " 0c, 944Y/.V4 5 &,1/0 7rA'

13RAWINGS dq W `iVOLVED:"ZJ)Yes

EERING PPORT URAIC

Mechanical L


Civil A/0

Electrical I yosMech 1

FOSSIL, IIYORO A SPECIAL PROJECTS DESIGN


ANCISITECTURAL SUPPORT BRANdI

-WBP -T-8 2-6--CC (Attacnme.1~s): INNS Y eJ. .5~

- CHIEF. ARCHLITECTURAL SUPPORT BRANCH. U1C126 C-K:Y: CHI1EF. C IVIL ENGINEERING BRANCH., W90224 C-9.. CHIEF. ELECTRICAL ENGINEERING BRANCH. WOC126 C-9

CHIEF. MECHANICAL ENGINEERING BRANCH. WIC126 C-9CHIEF. NUCLEAR ENGINEER. W10CI26 C-KCH IEF. QUAL ITY ASSUR ,ANCE BRANCH. 5100 MI1-


& k &6r dr6)(sw

Approval Required

EC I fo branch review:

Jkesign Project Mager Date

Approved:

~t ~ RC M Date

cm Date

CO'e NulerEnine Date


If Yes, Test No.Vendor Backcharges InvolvedSeismic Analysis RequiredNonconformance Report RequiredQA AppliesSecurity System Modified

Yes or No

A/AV

x/ 0

~i Vendor(s) involved. _ ______ ______ 0_Pole

CHIEF, COST PLANNING AND CONTROL STAFF, W12041 C-4CHIEF. SPECIAL DES1GN PROJECTS. W20224 C-9MANAGER OF CONSTRUCTION. [7522 C-9PLANT SUPERINTENDENTMEDS. WSS6J C"

Prepared by

I/ Project Engineer

EW,*122f 5y5r_,C,2 f -3 NCQ W" SWP83L6-7

MXW/,07 ,ctZy) cl6o'-

9 4 .

TENNESSEE VALLEY AUTHOR I

5,ODIVISION OF ENGINEERING OESI

ENGINEERING CHANGE NOlON ~DATA SHEET NO...

Watts Bar Nuclear Ptat, Spring City, TN~

Design Project Manager S~q170.24 QX~~

FEB 14 13~

rICE NO BRANCH k

Released By:PretPAEL4(/ -esin rojctManager

Preparing Section MEDS Accession No. MESAceson No.

-!ýec4~ / I~i R ~ flp 214 57U0-Prepared 04

PBy: A 7s -d96 .*7 -_____________

Total Pages CR0): R.Setin O41.2 523 5 _ __ __1_

Supervisor: RR

lGroup R .- ,R

Head:37Branch I______________I______Chief: a:, tel

Project 'A1'47r6 '9de lgý~e'lo piSCOP Affected Units /I2-

System or Feature 'eL4d 674 S2't()

Reference & Description of Change ,il-s eeyzeoz- 4 4,, zeqe P4,e.'i,ý14 S 7-0

,Ncol9p 1 '159re &4.ee 61 reý ~ C4,P/Alp/A- S CI 10 4'16 r Feo 3.

e-. IS.I


REV. DATE PRE- SECT. GROUPBRANCH ECN O.P. ECITO FRVSO TOTALNO. ISSUED PARED SUPV. HEAD CHIEF CLERK MGR. OCRrONFRVIONPAGES

R~o.Al p terials as follows: &4- l

A al Information:J g Ad cu./t 4 .J5(

CHIEF. COST PLANNING AN0 CONTROL STAFF, WlZC79 C-9f PLANT SUPERtINTENDENTCMHI EF ARCHITECTURAL SUPPORT BRANCH. WAC126 C-if CONSTRUCTION PROJECT MNAGAERCHIEF. C I VilL ENGINEERING BRANCI4.WW4O22if C-if NEDS. W5863 CKCCHIEF. ELECTRLICAL ENCINEEREI6 BRARCH. WBC126 C-K ARMS : ifO CSTZ-CCHlIf: SPECIA DESIGN P ROJECTS. W2022R C-9

TEI*14USSýEF VALLEY AUTHORITYoIVISION OP ENGINEERING DESIGN.

ENGINEERING CHANGE NOTICE NO. 3421 7DATA SHEET NO. I.

ir 1 LINEAFFECTEDJ 0G 1 ISSUE DATE ýN OA

UNIT DRAWING OR B/M NUM5ER jRWEV. I EXPECTEO 4~ IATA REMARKS r RE

.~ 3* r - Cr' - - - .-

97w~as~-8 IL

LLL ____ _____________________ /

9?a/~boo-~7 .~- '4-j3-'~63

____________________________

___________________ - -

____________________________

________________________________ I

________________________________ I

___________________________ I

____________________________ I_________________________________ I

____________________________ I

_ ____ _ _ I

_________________________________ I

___________________________ I______________________________________ ______________________________________ I

___________________________ I_____ IL ___________________________ ________________________________ _________________________________

PAGE

FORM 3

WATTS BAR NUCLEAR PLANTIIIDEPENflENT REVIEW

10520DIN5082 8

10520.92.0000ref: 10520DIN4259

Finding Number I F / 1 / 3 A1

R-PL


45N600-57-5 was revised to agree with 47B601-3- series.

Attached is ECN 3334.

Program Team Member

OEDC Pr~ogram- Manager

All action is complete.

6CAý 3Cha , OEDC Poliy Committee

Black & Veatch

Classification: type Category AY


Date

Da ee

V Date

bate

ENGINEERING CHANGE NOTICECOVER SHEET SWP %~3 0120

(BEFORE ISSUANCE OF OPERATING ILICENSE)

TENNESSEE VALLEY A.JITHORITYDIVISION C;: ENGINEER N;%G DESIGN

To: Constiruction Project Manager

From: Design Proect Mamager

DATE JAN 2 0-15a

Was UJ Analysis Required:

ECN NO. 3 33 )4

Watts Bar Nuciaw ?Jl 1f n, y, iŽ

SWP 204 GXKI

6-dj~e', die, ?at. I

Yes - No to-

ehi4ARLes e. pr15/ERTepare by'

Released:Date

SCOPE

Project IA4Q7~TS B1QR NUCLEAR PLPjJbJTSystem or Feature VA ) Q V A SY 9M -r

Affected Unit(s)i

14eR IW3e4-simp8~

Reference & oesciptio~~ngche R~EM IS S649)MAT)C AND rDAWfEC161 TJOAWM :r

ACLR'EC Wje- DIAtREQMS ed/ VM9kOUS 2WSTrAMENT SETTLZJLL, ERLP-AeXk Z WR!QJ/1AJZ'Th4S

DRAWINGS 0 1AI LVED:

AUCNIEC13A Sffl i

N f'SCA WR K U T~ D~

E O E

j 5eO41CsIC.e J" DTtwft@

le t CU L.d o

Ffl3;r)s;F)2f~'FC4 oppwYes Date Branchor Data SheetNo Available

JL-

NOQ

ApQ

Ila

COcDerfnl IRi

nfit($vtS)

&

CC (AttaChmno.G*): - -- Y6 dJCHIEF, ARCHOTECIWRAL. I~T 11"ASCH, V4Cd26 C-4CHOI EF, C IVI L E5141EERMS SHANCM. W90224 C-KCHIEF. ELECTRICAL. UCISEERIIS MUKACH. WIdC126 C-9COOI EF, NECNARICA&. ENGINEERING SLIACM, VIC126 C-9CHIEF, NUCLEAR ENGINEER. Wl1OO.2f C-4CHIEF:, QUALITY ASSURANCE 86A2OW. 5100 NO"-

O CINuEzm u G S IOPPOrr BRA NCHES 7 TApproval Required V

ECN Inca review:

Approved;

ES CIVIL It CIat

ENS LXCýýI I. CIIF le

ENS ONE ANICAL 39. CNIEr Date

Chief Nuclear! Engineer Date

______Required for PSAR or FSARYERequired for Preoperational Test: ~ i

Of Yes. Test No._______

Vendor Btackcharges InvolvedSeismic AnalysiS RequiredNonconformance Report Required

Ist O~A Applies yeulSecurity System Modified NO

zizziVendor(s) involved:

CHIEF. C23T PLANIGGS AND CONTROL STAFF, W12C74 C-aCHIEF. WMCAL OLSIGEI PROJECTS, W20122 C-4MNhAGER If C093rt~CTIOO, E7924 C-11PLAN T SS(ERINETUBUTWEDS. VU63 C-4

Project WATTS MA ht CLE198 ELANI

-TENNESSEE VALLEY AUTHORIT'DIVISION OF ENGINEERING CESIC

jA-.n Poject Man.ager ZVI)'

ENGINEERING CHANGE NOlDATA SHEET NO.

P0)n ('l

nCE NOBRANCH

-~~ PACE I2~

Released By: 9 6 2 ff67~z-t~Dign Project Manager

Preparing Section MEDS Accession No. WEDS Accession No.

Prepared 02 SWIP or3 01 041Bya) E C, F)5HER - _______0120___501

Total Pages (RO): (R) 13RSWp '30 1 530 R _________

Section __________1_________ __800_____03 14______5____

Supervisor: 4 Z2? RStaff Eng. or Rf 6Architect- 2 1Group RHead: 31-d 71Branch _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _

Chief:ae- SCOPE

Project WflrrS SO? N124L~qR PLAA17~ Affected Units p..

System or Feature VAqRIOUS .5YS7TMSReference &Description ofChampe RFI~J~)4 M~e AJ7D L'NAICTO DAWY

T:0 PnAREE WITH L061 DIACRAMS ON VARIOUS X6151T90MEAJT SETT'Ne3.RZP: BLACK t VSAW4FNz))r PD1C3 E12-9 F)2v E1132' FAQ1I


REV. DATE PRE- SECT. GROUPBAC ECN D.P. DSRPINORESONTOTALNO. 1ISSUED 1PAREO SUPV. HEAD CHIEF CLERK MGR. DSRPINORESONPAGES

_3-N4.2 Eb /.V O Dete4e /7 D ?s A'to x. 2pV

Ž2qn. No. 3'L 3~ia~sas follows:

AddWllnformation:

CHIEF, C0ST PLANNING AND CONTROL STAFF. W12C7S - PLANT SUPERINTENDENTCHIEF. ARCHITECTUIRAL SUPPORT URASCN, 11416C -9e~ CONSTRUCTION PROJECT MANAGERCHIEF. CIVIL ENGINEERING BRAMCM.VWSDIIR C-9 NEDS. W593 C-u

ENG. LcR~A ICIEEREIUG31RANCII. WB11 C-9 ArmS 540 CST2-CCNIEF. SPECIA DES1GN PROJECTS. vZDZI*C-

TENNESSEE VALLEY AUTVIORITYDIVISIONE OF ENGINEERING4 OiESIGN.

ENGINEERING CHANGE NOTICE NO. .3 3 3DATA SHEET NO. LI...

AFFECTED jO#G ~ ISSUE OATE- IEAK

UNIT DRAWING OR B/M NUMfER JREV. EXPECTED IACTUALREAK

I. I I

PAGE

) -Lb Lr 1502- 1 1 --

Zg ll5W7ev-27=-2 -I---

1z Ll5 6t4 oo-3-- _p __ ___ __ ___ _

199Z J~45N4, 04- 3 Z ½ . - - _ _ _ _ _ _ _ _

)2-2 q5Nto 0 --n-9 2-.

I~ ~ A/ N ~~ - 2..oo -ti --2 -i

l~k q-9~O~1- A/ b- - - -- 7

1Z2 z i SM 66- 117-$ - _

L~~~LA ~ oý -5N , ,Y '~7- )1- .

I_ __ Ae ofE

-TVAk 10575E (EN DES-7-79)

-.tNNESSEE VALLEY AUTHORITYDIVISION OF ENGINEERING DESIGN

ENG INEERI NG, CHANGE NOTICE NO. .333q~

DATA SHEET NO.~L.

-, F

DRAWING OR B/Ml NUMBER

ISSUE DATE

EXPECTED ACTUAL REMARKS

PEUPDATED"DTA 9ýIET

[ REV. NO.

7 11 e- v-9 ---a

2. q W760-3-1 __-20-83 _ _ _ _ _ _ _ _

&i71O-3A HI?1112 -q5 S 3f

-~ .. LL& g5~AI7Iit?-3-)/ 33- 2--g3 ___________

_ 523 27~~ IL A_ ___93__ _

142. ý4L5W 75~f/ -1

~~ '458M71 -0 ___v__2±!9__

_ I q 5 B m7-44 0 __ _ _ _ _ _ _ _ _

2 ~q5 13)? 6 0 0_ _ _ _ _ _ _ _ _ _

.2 AJ53 VA7 -02 _ _ __ _ _ _

____ qSH O-N~cS-7-S - -_ _ _ _ _ _ _ _ _ _

____ ~Lf J6 06 r-S -ZL f. JL i _ _ _ __ _ _ _ _ _ _ _

____ ys1-wgoo-6 7-31 _ _ _ _ _ _ __ _ _ _ _ _ _ _ _

q~rA.)(Eoo -sr-I

qS,&J 600 o-& - 7-

3-J-43'II

PAGE EW

I A-

F-l LlYNIJ600 -7 1

4fAJ 6 00 - 7- t/

TVA 10575E (EN 04M-7-79)

7ENNESSEE VALLEY AUTHORITYCMVISION OF ENGINEERING DESIGN

ENGINEERING CHANGE NOTICE NO. 33k DATA SHEET NO. )

DRAWING OR 8/M NUMBER

T-Y VISSUE DATE

DWGREV. ý EXPECTSED ACTUAL IREMARKS-

PAGI

! IEOREV.

____ (o 3-Im-Y3 2-4-~3 _ _ _ _ _ _ _ _ _

415w~~eo - 0.

Q,=;=CTED

ý^IT

rt AFENT~Z



MEDS Accession No. SWP 'ý32 1 2 2 1 0 1 9

WREPORT NO. WBNSWP8267

1 13,1 UNIT 1

D4PREPARER/ORGANIZATIONIDATE J. D. CollinsISIJP/December 21, 1982

:3DESCRIPTION OF CONDITION



result of the Black and Veatch third party independent review. The Black


F101, F102, F103, F104, F105, F106, F107, F110, Fill, F1U4, F115, F116,

F117, F123, F124, F127, F130, F131, F141, F802, F803, F804, F805, F806


6]DATE OF OCCURRENCE EST (X). ACT. I ) 1978 10SIGNIFICANT CONDITION ADVERSE TO QUALITY~YES 0 NON

L71 METHOD OF DISCOVERY Third Party RevieUAMSODE (EN DES-EP 8.01) j [i~ BRANCH CHIEFID~~E ~ I ,2 U/F L..

:TIVE ACTION:

T1A'~YC' ~ 1~Tt¶m~Av DT A~T

D2 CIEACTION DEVIATES FROM A DESIGN CRITERIA REQUIREMENT YES NO [13 DE N CRITERIA DOCUMENT NO. EXCEPTION REQUEST NO.

104) ECN REQUIRED Q YES NU[] LCNNO 15SCHEDULE IMPACT [D P [3 A C] N

FORM 3

WATTS BAR*NUCLEAR PLANTINDEPENDENT REV=,-

10520DIN509310520.92.0000ref: 10520DIN4361


R-PL


The time delay range for relays TDl and TD2 (45N600-57-5) was revised to matchthe timing range shown on the logic diagram 47W611-3-3 R2. The exact relaysetting will be determined during preop testing and the necessary drawings willbe revised at that time to document this setting. All corrective action iscomplete.

References: ECN 3334 and NCR WBNEEB8301

Program Team Member


Date

Date

bte

Black & Veatch S ~?-e~~~-.e 17

Classification: Type ,9 Category 'AY

blaý& Vatc ProectMangerDate

BLack &-Veatch Seni or Review Team Chairman 'a.

ENGINEEI

(BEFORE I~

TENNESSEE VALLEY AUTHORITYDIVISION -F ENGINEERING DESIGN

\Aa',ts


SWPFrom: Desin Project Manae

DATE JAN 2 01983

,,,ý,Was IJ Analysis Required: Yes N

C2ARLES~ e. F15H.&R _

RING CHANGE NOTICE 1,COVER SHEET SW? W8 01 20

SSUANCE OF OPERATING LICENSE)

B.ar rUuc-ar PlzLr7J, 52Lri19l ý~iy

510

ECN NO. 33L

204 GB-K

01,

&p~~eared bySection Section Lifrader-

Released:__ _ _ _ _ _

Project Engineer sgPrject Mallger .Date "i 4 jSCOPE *~

Pro ? d WA TS BPI& NUC'LEPR PLAN)JT Affected Unit(s) c.

--,' ýýSystemorFeature VtAR)ZL9S SYS715M.S NCLW V SA~W 9 8:k(-7i.-:efreceDescrIpition.QChange )'EEVISED SteJREMAT;C AND IýOWEC T-1N PRAMN6L5.J .

U RAWINGS 0 1 LVED: Yes Date Branchor Data Sheet Imth SPOTSAOSYe

(Dt Sh d) i ApprovaRequired£

~~~~~N Av fableIVI R ~T. at.

I C GOUS NSELCTIC aYH

EC is anch review V

Chief Nucl ea EnI neer DNCate . Z

OSSIkUL. RYR J SECk;IAL PROJET P S3Ys rNWI. 551C PROECTSjp _______ Equre forI:.ý ISAR oFSA

Rheq uired fr'Prieperatoa Testte

ARCNITtCTVNM. SUPPORT I f e. et o' __________

Vendor Backcharges Involved )0Seismic Analysis RequiredNonconformance Report RequiredQA.AppliesSecurity System ModifiedVendor(s) involved:

N 0NO A) Aik

CC CAttaCmn-.,It~): Tfta.-1'O- Yes-c5CHI EF. ARCHITEC:TSRAL SUPPORT BRANCH. WICC12 C-9 CHIEF. COST PLANISCI AND CONTROL. STAFF, WIZCTRC- PCHIEF. CL1YILSE9;16EE(RIGEqQAI1CMH 02 C-K CHIEF. SPECICA.L DESIGN PROJECTS. -WzoDOS C-9CHIEF. E ET I S-I. tmIEEIG85M.W Z C-i HA AE G OF C0ISRUCTIO1. L7924;C-9CmEF . HE CH A 11C..P.EIGII(ERI:G RRAJC". VTCIS C-9 PLAST 5PJPE~iITENDENT -

C-1EF. 4 UZLI 't CIGIREER N WOCI2A C- I HEDS. " 56SAS C-1CNIEF. CUAL111 AL-3ASLE 1151CR. 5100 "18-4

TEN'4:%ESSEE VALLEY AUTHORIT'OIVIS.! O'CF &LNGINEERING OESIC

To:

JI

ENGINEERING CHANGE NOI14 DATA SHEET NO..

Wa',; Par Nudear Plat41, Spriri.9 City, PA

Design Prolect Manager

ISection

Prepar-: ICBy:ý:j9 E C, F1NETotal Pages (RO): ( eSectiof,Su pervisor:

Staff Eng. or2Architect: 171/A

MEDS Accession No.

UP~ '83 0120 501

1 -CE N . 13 41BRANCH

-~~ PAGE W12~

Reieased By: ~AProject Manager

MLIJS Accession No.

J1SWIP T8 0314 5305 J.

Head:RRChiief: D5a teI

SCOPEProject WflTES BP) NUCLEAqR PLArN7- Affected Units 1p 2.

System or Future VAR.) 0 0 -5 YS IEM-SReferen.e & Description of Change REV)ISED -e-0f)4M87 I' RAND LONAIE-C TION DRAW)NA(4S

:0 961947E WI TH L06le DIfl&RAZMS ON Vn981L.'S rA/57RUMEAJT SE-TIN6a.

RE: BLA C K t VEz9-cJ. ) FIN D) NCG, F)13 E 1)2• L E2~ 1 E 38 F A 0


REV.1 DATE PRE- SECT. GROUP BRANCH -ECN D.P. DESCRIPTION OF REVISION TOTALNO. ISSUJED PARED SUPV.! HEAD CHIEF ICLERK IVGR. PAGES.

I1 3-1/-81JE~b )CS D e-e /7 Q.j 4DvP -p c-k 3

n. N-. -93Jqd t*r'als as follows.:

17da nformation: .v

C1IEF. AA3-7 STECT5IEAL SUF'-T 110AICH, W4C12A C-1 CONSTRJCT101 *tOJECl -UAGERCNIEF . C, SI L EE.JE t.-IF SLh.Ci.VW90224 C-9 " EOS. V5863 40, 1 E. ELUr:TRICAL ENGIICIEtI54 IIANCH. VOC126 C- RN6S. 640 CSTI-COIIEF. SP'E:IAL -ESIGl PPO4ECCI. V2O224 C-9

0-,--ýign Project Manager

E2I.,

I

TENmN--ScSEF. VALLEY AUTHORITYciVISION'OP ENGINEERING DESIGN.

ENGINEERING CHANGE NOTI ICE No. 3 3 3AYDATA SHEET NO. ~

A FFECTEO OWG ISSUE DATE INE UDAT -ED

UNIT DRAWING OR B/M NUMBER REV. EXPECTED_ ACTUAL REMARKS R

J~~~&J r,3A72 IL ,~ 3-~?_ __ _ _ _

12 2 95NI 72 1-.LLZt 2-1 lW760-;?-3 IZ

/~a 'SW70- 6-Z S__________

,&ze. qIW740e-27-1 A,_ __ _ _ __ _ _

{L ? 9 q5. IQ4 3 3 1. /:7--q

2aLI5N 00-34 -

L~Z 'V561 - __ - -3 -Y________

12-.2 Y5NAg0,0O-~-7 _ -- I5L~~2 95N 06 'Y7-) 7_ _ _ _ __ _ _ _ _

-- 4

q-I5

PAGE I

01-4A 10575E (EN DE-S-7-79)

-J

TENNESSEE VALLEY AUTHORITY01" r-/ISION OF ENGINEERING DESIGN

ED OCAWING OR 811V NUMBE

ENGINEERINO CHANGE NOTI IICE NO. .3 33 1q

DATA SHEET NO..L.

R REV.

ISSUE DATE

EXPETED ACTUAL

_ _ _ _ _ _ _ _ _ _ _ _ _ _ I OWG_ _

REMARKS

'~AGE~

INE UPDATEDN DATA SHEET

REV. NO.

D e It *e.

+)2-2 /-26W8 760-___________3

12- z LIS '1VW7/ 0 3-3s IP - 3 -q-JI~ 12- 5W76 0-:3`4q

iIK '5WA7/,LQ3-)It 332-3TL '-I5 71~7 b 79 f7

I. 15 31 __ _ _ _ _ _ _ -- 2 8 4_ _ __ _ __

.2 .Z L532?1,7- 2A _ _ _ _ __ _ _ _

Hd z 45 i~ -3 o - 2 3 3 3__ __ __ ___ __ __

>J11-5 LjB 79 0 -__1_2__-Z__-7_1

I 0- __)__7__4__9__0

:.Z Ai-513 ?74 I

Lf53-Z7&1- 0 0 _ _ _ _ _ __ _ _ _ _

4L#AJ600 -S 7 - Z 2- _____ _ _ _ _ _ _ _ _ _ _ _ _

(6m6,6 -57-- -3 3-1-____~L 4fvj6oo7- 1L

_____ '1fW600-S7- 3j3-14y3 _ _ _ _ _ _ _ _ _ _ _ _

v l e-

I f LJ""6 oo Z -4 3..J' -143_ __ _ _ __ _ _ _

UýSAJv&0 -7- --- - -_ _

"k~O~,' >S~I

TVA 105 75E (EN DES-7-79)


ENGINEERING CHANGE NOTICE NO. 133"t

k DATA SHEET NO.___

DRAWING OR B/M NUMBERDWG ISSUE DATE

REV. IEXPECTED IACTUAL

3 -1Y-~' 3IL2 Y570 302

______ V<9_ 17 4 F-0 t__

3-/,/'?

v $

FFECTEOUNIT

+~~A I? ~ 9-c5 I

/010

PAGEW

REMARKSI I I I i

3 - ?--?3


.......... C EB 03117 9 0

L2J LAN Wats Br Nulea Plat L REPORT NO. WBIIEEB8301W PLAT Wats Br NulearPlan ~UNIT 1and

I There are no procedures for documenting time delay relay setting that are dtrne bypre-op tests.

6 1DATE OlF OCCURRENCE EST (X ). ACT. )12/30/8ý2 SIGNIFICANT CONDITION ACVE;,-SE= TO QUALITY7 1 !.F~QCý DISCOVERY B1ack &Veatch Finding P-19r ', rcF

3j CDE (EN DES-EP 8.01) B0 *RANCH CHIEF/DALE ///

~T1CORRECTIVE ACTION

A special engineering proce'Ure ;i21 be written ctodocumenting the time delay relay settings. 1gi-ve the procedure for

41 - TIE ACTION DEVIATES FROM A DESIGN CRITERIA REQUIRE1,ENTYEDESIGN CRITERIA DOCUMENT NO.. EXCEPTION? REQUjEj:4' YCROIZ ES tC%~ 6 SCHE DULE- I T FTP 7- A

MEDS Acce-d,. KU,

NONCONFO;liMANCE REPORT

.ASSIGNABLE CAUSE: (REQUIRED IF SIGNIFICANT)

'ORT NO.

It was not recognized that a formal procedure was require~d to docummentche time delay relay settings.

-JTHIS IS A GENERIC CONDITION YS ~ N



A directive has been issued by the Manager of Engineering Design,instructing, all design employees to become thoroughly familiar withand to follow all EPs.

:19 *IOEENONTREVIEW: ~ A&-.--{2:0 LABOR EST. ) , ACT.) I MH 21SCHEDULE EST. (I, ACT. DAYS

ACTIVITY NO. j2 TASK DESCRIPTION DATE iNITIATEOj

REMARKS.

This problem exists on BFN and SQN. NCRs have been written addressing thisproblem for their plants. All 1,.BN schematics have been revie7 ed. Thetime delay relay settings not currently specified have been identified inletter from J. C. Standifer to F. W. Chandler dated April 7, 1983 (1%n? 830427022). A memorandum dated June 14, 1983 (EEB 830614 939), to those listed fromF. W. Chandler details the interim procedure for documenting the tim-e delayrelay settings. Special Engineering Procedures SEP 83-11, issued October i4,1983 (EEB 831014 937), gives the procedures for documenting the time delay relaysettings.

DISTRIBUTION:CONST PROJECT MANAGEREN DES PROJECT MANAGERCHIEF, ESEOFFICE OF CANEB (for Significant NCRs[**MEOS CISINSRS (for Sigjnifi(cant NCRsI'AS>iS (AN T TO THE MANAGER OF QEOC (Quality

and l~ucicar Safety) --for Significant NCRsDISTRIBUTE AFTER THIS SIGNATUREHAN DCARR Y COPY TO NEB LR. L.- Brehmn, IUSD19

[26j ALLEN DE CINCMLEE 4N,0

*BRANCHCHCHFIEOOG_93

7EB '8231019 95?WMEDS ACCESSION NO.

I

FORM 3

WATTS BAR* NUCLEAR ?LANTINDEPENDENT REVIIEWo

10520DIN514910520.92.0000ref: 10520DIN4362

Finding Number /F/11133 /3

0-PL


It was determined during an independent review of NCR WBNSWP8270 that adequa tecontrol room bypass and test indication is provided on 45W600-46-6 R4.

The circuit-test is performed via the periodic blackout-safety injection test.No corrective action is required.

Reference: NCR WBNSWP8270

Program Team Member


C_ 1Chairman, IgEDC Policy Committei

/(7/F3Date

/Date

Date

(. mc4 e4t.e.' C C

Category 4Class ification: type

I )lac~q.& Veatch -Project Manager

Black'& Veatch Senior Review Team Chairman

12, /7 /1'_3Date

Date

Black & Vac 1 o

* DIVISION OF ENGINEERING DESIGNNON.CONFORMANCE REPRT

MES c.,U ionNo.SWP #82 12 23 0 2L4

C~REpOFIT NO. WBNSWP8270

[]PEANT WATTS BAR N4UCLEAR PLANT 1 uC MI 1&2

jJPREPARERIORGANIZATIONIOATE L. U. Masu ing ill/ SWP/Decetaber 23. 1982

(50 DESCRIPTION OF CONDITION

See attached. 830824F 0053

:6 DTE F OCURENCE1ST~X . AT. I1110/7 [j SIGNIFICANT CONDITION ADVERSE TO CUALITY

61 AT OFOCURRNC ET I 1 ACA 113078VIS NUETIOOOF DISCOVERY hack & Veatch Review F133 *RCCHFAE

UNIOCOOC (EN DES-IF 3.011 E BACC T / r

SCORRECTIVE ACTION

by Isenrandum dated February 14, 1983, from John A. Raulaton to R. 0. Barnett (NEB 830214 275).valve FCV-1-51 is being added to the WEZI PSAR active valve list (Table 3 .9-25ý. Furtherevaluation has determined the circuit for this valve has been adequately ident~if led byEN DES, with a suffix S (TVA Drawing Nos. 4735601-1-series R14 and 45W161t.-lORZ). Therefore,no corrective action is required. Also, it has been determined the valve's controlcircuit does include the required control room bypass and test indication (TVA DrawingNo. 45WJ600-46-6RA). Therefore, no corrective action is required.

Cii12 CORRECTIVE ACTION DEVIATES I 140M A D)ESIGN CRITERIA REOUIREMENT 81

L31 DESIGN CRITERIA DOCUMENT NO. EXCEPTION REOUEST NO.:E41 ICN RE O&MRED 0 yg) Y' 00 NN4 o CEUEIWC

NONCONFORMANCE REPORTCDREPORTINO h11NSWAF21O. -

16 ASSIGNABLE CAUSE: IRECUIRED IF SIGNIFICANTI

ITHIS ISA GENE1RIC CONDITION VIES 0 No IX

gACTION REQUIRED TO PREVENT RECURRENCE. IREGUIREO IF SIGNIFICANT)

[:9. 'INDEPENDENT REVIEW &, 4.

LABOR EST. 1 1. ACT. I I M 14 SCH4EDULE EST. 1 1. ACT.I IDY

ACTIVITY NO. TASK DESCRIPTION L=DATE INITIATED

REMARKS,

NEB has been requested to Initiate corrective action to resolve the NCR.The original NCR is being sent to LED for handling.

DISTRIBUTION I ALLEN QUACTON cOWILMETC(JNSI PROJECT MANAGER I a

0 INDS PROJECT MANAGERIe CHNIEF ESS

0f F ICE OF GA 4NIS Ito. sqwlcwi NCRII- p

ME DSCIS *@RANCN@UtF1OrG. oATIE

ASSISTANT TO THE MANAGER OF OEOG E1ideeotal I'-,' Sef"-do Sepwf mI rig, !kt n ' fR1~ 92

*DSTRIBUTE AFTER THIS SIGNATURE mu Cin& OI4AI4CARAV GOPY TO NEM.LS IIII CESC N

. .1

166(

C ~NCR WBNSWP8 270

Description of Condition (Continued)

The auxiliary feed pump turbine trip and throttle valve FCV-1-51 Is not

included in the active valve list. Also, the valve is powered from tworedundant divisions through a manual transfer device. Based upon the

criteria the circuit should be identified by a suffix S. The design ofthe valve schematic does not include the required control room bypassand test indication.

for detail review see TVA drawings 4SW600-46-6 R4, 45W600-57-26 R1, and45WI614-10 R2.

Applicable violated documents and criteria:

1. FSAR Table 3.9-25, "Watts Bar Nuclear Plant Valve. Required to be

Active for Design Basis Event."

2. FSA.R 8.3.1.4.3, "Sharing of Cable Trays and Routing of Narn-SafetyRelated Cables."

3. Watts Bar Nuclear Plant detailed design criteria, "Separation of

Electric Equipment and Wiring" WB-DC-30-4.

4. FSAR 8...,"Design Criteria" Ea. IEEE STD 279-1971, "IEEE Standard Criteria for Nuclear Pover

Generating Station."

5. FSAR 8.1.5.3, "Compliance to Regulatory Guides and IEEE Standards."

a. NRC Regulatory Guide 1.22 (Safety Guide 22), "Periodic Testingof Protection System Actuation Functions.

b. NRC Regulatory Guide 1.47, "Bypassed and Inoperable StatusIndication for Nuclear Power Plant Safety Systems."

c. NRC Regulatory Guide 1.106. Rev 1. "Thermal Overload Protectionfor Electric Motors on Motor-Operated Valves."

6. NRC Regulatory Guide 1.70, Rev 3, "Standard Format and Content of

Safety Analysis Reports for Nuclear Plant" Section 3.9.3.2.

167

'U' 7'..]ý- =- I

EN DES

NONCONFORMANCE REPORT COMPLETION VERIFICATION SHEET

NCR NO. WBNS1JP8270

SIGNIFICANT REPORTABLE STRIDEYES a No M YES a NOB T ESO o 0

A. Nave any analyses, contracts, memorandums, etc., requiring EN DES work beengenerated? Yes M No 0 If yes, list in (C) below.

3. Nave all ECNs related to the NCR been issued?N/AU9 Yes 0 No 0 If yes, list in (C) below.

C. Documents related to the NCR (ECN, analyses, memos, contract go.., etc.)

STATUSREF OR IIDS WORKINGCACCESS. NO. (see (M below) CO1112ETE

Memorandum from J. A. Raulaton to -NES 830421 263

L. H. Mills dated April 21, 1983

D. Is action by organization outside EN DES required? Yes 0 Nos., -

Organization tracking No. (NCR, QCIR, etc.)___________________

1. U&s all necessary EN DES information been transmitted to an organizationoutside EN DES to enable the completion of work required?Yes 3 No 0 N/A 0 If yes, list in (C) above.

F. If any document listed is (C) above is indicated in the working status block,item 26 on the NCR cannot be signed.

G. Is all EN DES action complete? Yes U go.0

N. Remarks:

- ~ Verified By tb to

Ppag 1 of I

FORI 3

WATTS BAR NUOCLEAR PL.ANTINDEEN'DENT REVIEW

1L0520DIN527010520.92.0000ref: 10520DIN4112

Finding Number / F/ l/ 3/.5/


See attachment.

No corrective action required.

/

Program Teaml~ember


Ch irman, OEEDC icy Co~ittee

/Date

Black & Veatch

Classification:

Se-w-

Type Category /

Date

Black' Veatch Seni.or Review Team Chairman

"9

Evaluation of the TVA Form 3 Comments

F135

The TVA Form 3 information has been reviewed, in light of the originalFinding and the various discussions appended to it. Individuals in theB&V Control and Electrical Department were contacted, and their opinionsutilized in evaluating this Finding. The specific conclusions reachedare as follows:

1. The basic issue originated with a literal interpretation of thecable tray fill discussion in the FSAR and a conservative design ap-proach on the part of the reviewer. This posture raised severaltechnical issues that required responses.

2. The TVA approach to calculating cable tray fill using nominal ratherthan actual or worst-case cable cross-sectional areas is technicallydefendable. The FSAR clarification initiated by TVA is consideredappropriate.

3. The design of tray supports on the basis of 100 per cent fill isconservative and satisfies the structural concerns raised by thisfinding.

4. The TVA position on ampacity is reasonable for the particular cablesand service in question.

5. The fire hazards analysis using a 100 per cent fill and the upperlimit heating values for the combustibles is considered to beconservative.

Based on the above considerations, this finding has been reclassified asresolved.

Black & Veatch Finding F135

Watts Bar Nuclear Plant

Black & Veatch Comment No. 1 - The reference to voltage level 4 in the B&Vcomments dated December 13, 1983, should have read, "level 3."

TVA Response - No response needed.

Black & Veatch Comment No. 2 - The cable areas utilized by TVA were notconservative in that they were smaller than the actual cable utilized. Ona worst case basis, the computer program could be indicating a 60-percentfill when in fact actual routing exceeded 100 percent fill.

TVA Response - TVA is aware that the largest possible cable area may nothave necessarily been used in the computer cable routing program fordetermining tray fill; however, this lack of conservatism here iscompensated for in other aspects of the design:

A. No control (level 3) tray would ever contain a single type of cable.

B. Allowable conductor ampacities used by TVA are based on Insulated CableEngineers Association (ICEA) standards which Assume a 100-percent loadfactor; level 3 cables are for control functions that convey inf or-mation or intermittantly operate devices controlling power switching orconversion equipment.

C. The composite weight for the support design is based on 100-percenttray fill. A conservative loading of 45 lbs/ft is used as the deadload for an 18-inch wide tray.

D. The fire hazards analysis is based on a combustible loading of 100-percent tray fill. The type cables used at WBN have a range ofcombustibles from 6000 to 14000 BTUs/lb; TVA conservatively uses the14000 BTUs/lb factor.

TVA specifications require cables for WBN to be manufactured following theguidelines of ICEA S61-402 and ICEA S66-524. These standards allowtolerances in the insulation and jacket thicknesses. For this reason, TVAuses nominal cable ODs in determining tray fill; a revision to the FSAR hasbeen submitted (EEB 831116 920) to state nominal ODs are used.

In the description of B&V Finding F135, five cable types are tabulated ashaving ODs in the cable schedule input data which are less than thoseobtained from vendors data.

2

Black & Veatch Finding F1354Watts Bar Nuclear Plant

TVA OD Used OD FromMark No. By TVA Vendor Data % Variation

WHC .393 .399 1.5 %

WHB-1 .309 .404 23 .5 %WHJ .694 .698 0.57 %WHD .428 .444 3.6 %WILE .510 .530 3.8 %

From the % Variation column in the tabulation above, the differences in

four of the cable types can be attributed to the tolerances allowed by the

ICEA standards. The greatest disparity in OD occurs in a WHB-l type

cable--a 2C No. 14 AWG; this difference is attributed to TVA using an

equivalent nominal diameter for a flat oval shaped constructed cable,

whereas the diameter obtained from vendor's data obviously involves cables

constructed in a round shaped configuration. Due to the economics

involved, most vendors supplying WHB-l type cable for WBN used a flat, oval

shaped construction.

For each voltage level, TVA has assigned "node points" along the tray

systems. The computer cable routing program keeps a "running total" of the

cross sectional areas (csa) of the cables passing through any given node

point and compares that csa with a preassigned value of tray fill; when the

running total for a given node point reaches this preassigned value of tray

fill, the computer cable routing program will not route additional cables

through that node point. However, this does not necessarily mean that

additional cables will not be added on control or instrumentation trays.

In fact, if a field inspection reveals that additional cables can be added,

an adjustment may be made in the computer cable routing program (depending

on the need and the circumstances) to allow additional cables to be routed.

The preassigned value of tray fill referred to in the previous paragraph is

60 percent of the available cross sectional area for level 3 trays. ThiLs

fill value is simply a "check point" for TVA's use in evaluating future

cable routing activities in the respective tray. It is not the criteria

on which the tray support system or the fire protection requirements have

been based; the criteria for these two design considerations are described

in TVA's response to item 4c and 4d.

In conclusion, TVA uses nominal cable ODs in lieu of trying to use actual

cable 0Ds which vary within the tolerances of the ICEA standards and from

one vendor to another. Any lack of conservatism which might occur is

compensated for in other design aspects of the tray system.

/7Z,

3


Black & Veatch Comment No. 3 - B&V could support the TVA contention

relative to updating the computer input data had the original estimatesbeen conservative.

TVA-Response - After thoroughly reviewing the requirements associated withthe cable tray system and the cables routed therein, TVA will only updatethe computer input data when it is determined that an unsafe conditioncould result; changes have been made in the past and will continue to bemade in the future on this basis.

Black & Veatch Comment No. 4 - The basic concerns with this item are:

(a) meeting FSAR requirements(b) ampacity - if overfill occurs in power tray(c) tray dynamic response and support loading - if designed for 60 percent

fill(d) fire protection -if analyzed for 60 percent fill

TVA Response

(a) A change to section 8.3.1.4.5 of the FSAR has already been submitted(EEB 831116 920) as a part of the FSAR verification process to pointout that nominal cable ODs have been used in determining tray fill.Statistically, cables should be found with ODs below TVA's nominalvalues just as often as they are found above these values. Therefore,the intent of the FSAR requirements have been met.

(b) As noted in Black & Veatch comment No. 1, the cables referred to inthis finding are control level cables (level 3). These type cablesare used for control functions that convey information or inter-mittantly operate devices controlling power switching or conversionequipment. Therefore conductor heating is insignificant and is nota variable of tray fill.

Level 4 power trays are limited to a maximum fill of 30 percent of thecross-sectional area of the tray. Cables are selected from TVAElectrical Design Standard DS-E12.1.2, which has ampacities based onICEA standards. ICEA Standard P-54-440 requires ampacities of cablesin trays to be limited to 80 percent of the ampacities of cables infree air as taken from ICEA P-46-426; the resulting ampacities arestill not as conservative as those in DS-E12.1.2. Since the ampa-cities have been calculated assuming 100 percent load factor and nospacing of the cables in trays, no significant conductor heatingproblems would occur, even if the tray fill did slightly exceed the30-percent fill criteria due to TVA's use of nominal cable ODs.

'7-3

4


Any lack of conversatism in ODs for cables routed in level 5 powertrays will likewise have no significant impact on their aanpacities,for the same reasons cited in the preceeding paragraph. It shouldalso be noted that TVA does not allow cables smaller than a 2/0 AWG inlevel 5 applications, regardless of the load requirements.

(c) Tray and support loading are no designed based on a 60-percent fillcriteria; instead, an 18-inch wide tray (including the tray, fittings,cable coatings, and cables) is assumed to be 100 percent loaded andhave a composite weight of 45 lbs/ft. This assumption is made regard-less of the voltage level or the percentage fill on the tray. Thetray support system is designed accordingly.

(d) For the types of cables used at WBN, the insulations and jackets havea range of combustibles from 6000 to 14000 BTUs/lb. The fire hazardsanalysis conservatively utilized the 14000 BTUs/lb factor for the fireloading of combustible cable materials, which assumes a 100-percentfilled cable tray.

063339.01

FORM 3

WATTS BAR NUCLEAR PLAINTINDEPENDENT REVIEW

10520DIN515010520.92.0000ref: 10520DIN4079

Finding Number /fF /11 37 /7

C


A review of all safety-related motor-operated valves of 1/2 hp or less wasperformed to check for compliance with Design Standard E9.2.1. All correctionsresulting from this review were made on EGN 3904 for the following drawings:.45W751-4 R15, 45W751-5 Rll:, 45W751-10 R13, 45B1767-2A R8,.45B1767-2B R8,45B1767-llA R7, 45B1769-2A R8, and 45B1769-2B R9.

All remaining safety-related loads powered from motor control centerinstantaneous only breakers were reviewed to check for compliance with DesignStandard E9.2.1. Thirteen breakers require replacement and 385 breakers willbe reset. ECN 4251 was issued to make these corrections with a scheduledcompletion date of December 1983. All designers and checkers have beeninstructed to strictly adhere to all criteria used to prepare EN DES drawingsas'part of the ongoing engineering procedures training and utilization programinitiated by M. N. Sprouse;

References: ECN 3904 and6 ECN 4251

Program Team Member

OEDC-Irogram Manager

Cha ~~a, OEDC Pol Committee

Date

'I/7/tDate

Black & Veatch

Classification: Type SCategory______ ____

Black & Veatc Seio eview Team Chairman

2ý/7 t-Date

Date

MA'

TENNESSEE VALLEY A*DIVISION OF ENGINEEF

TO:. Construction Proje

ENGINEERIN'G CHANGE NOTICECOVER SHEET WBP '83 0715


UTHOR ITYIING DESIGN ECN No.

ctManaaer \Valts Bar Nuclaer Plant, Spring City, TN

From: NPD Project Manager 3v

DATE 9 1

Was IJ Analysis Required: Yes _ No x"

42!. Prepared by

Z7, Released:Project Engineer Dafe

Project WATTS SOl -NUCLEA~R PLQA1-:r Affected UnittsL..

System or Feature_ (3) (47),~Reference &Description of Change AM 3 UT ARF~AKER S&FTTJA/r; ULZTI ZIN& TI/F

r-RITER1p9 POR D)ESI&N !;rANI)ARD E9.2.1 PER? BLqe1CK -'V6,47re c1N-DJNQ A137

Date

7, 8,

DRAWI NGS OR B/M'S INVOLVED:

I' (Data Sheets Required)

CIVIL ENGR SUPPORT BRANCH 0

.,ELEC ENGR SUPPORT BRANCH ND

,,TMECH ENGR SUPPORT BRANCH MD

#~NUCLEAR ENGR SUPPORT BRANCH &-Q-.

-ARCH. SUPPORT BRANCH L.SPECIAL DESIGN PROJECTS p

'.NUCLEAR PROJECTS DESIGN GROUPS_&LcivilElectrical E2 E

~2/Mechanical

PHYSICAL WORK MUST BE DONE BEFORE:Pro-Op Ist Fuel

Test Load

Unitfsi V

Unills)_______

DATE

Yes Dateor Data. SheetNo Available

q-7-831ý0

Yes aSUPPORT BRANCHESAPPROVAL REQUIRED

EC, sr for s art ranch review:EC

N/ 14jSupport r~ Br Chae

Electrigal Support Br. Chiief Date

M~hiJ~ r r. Chief -. Date

Chidf Nuclear Engineer DateN/f dd- ,ý

Arch. Support Br: Chief Date

Required for PSAR or FSAR

Required for Preoperational Test:

If Yes. Test No._______Vendor Backcharges Involved

Seismic Analysis Required

Nonconformance Report Required

QA AppliesSecurity System Modified

Human Factor Review Required

Pipe Rupture Analysis Required

Vendlorb involved:_______

Yesor No

NO

NO

1 7•5

I

TENNESSEE VALLEY AUTHORDI VISION OF ENGINEERING DE

ITY

SIGN ENGINEERING CHANGE NOTICE O 3101/

Watts Bar Nuclaer Plant, sp ý E NO.

NPD Project Manager \j20 1 C 2 -K

- 7-., ~-9-Relea, By:

BRANCH[13

PAGE LL7.61{1ý

Preparing Section MEDS Accelssion No. MEDS Accession No.

__ __ __ ___,_ R

Prepared 0~~' WBP '830715 532 4RBy: UMQ~~s e. A/,f D--ats _____________

Total Pages (RO): (g)R 5

SectionSupervisor:

Staff E ng. or R RArchitect: 2 64

GroupHead: I6 jj q R R

Sr. Chief/__________________ ____

1SDP Mgr.:SCOPE

Project Wd T 75 8,9 9?A NUeLEP,9' Pld N T Affected Units

System or Feature ('8 ) (( 7)ZýRfrne&Description of Change _AOTu 7- 8A'g'J /Fr 7-rdc uL T-iL it2J( TwE/ CR/7TFP).4

FOR Dr'UcAh S TWUNPAD 9. 2,1


REV. DATE PRE. SECT. GROUP BRANCHf ECN D.P. DSRPINORESONTOTALNO. ISSUED PARED SUPV. HEAD CHIEF CLERK MGR. DSRPINORESONPAGES

1~___ A10N PR REGUJI?6t, OW~~

Field Materials as follows:

Additional Intfrmalion: DA rr 9- 97 -Y3

C / ,1a eSh- 04

VýýPDProject Manager51,10,

tW~NkSSEF VALLEY AUTHORITYo:vISeo14 OF ENG11NEERING OE51GN.

A77~PACE jJENGINEERING CHANGE NOTICE NO. 3 9I'

DATA SHEET NO. I

AFFECTEDI D WG ISSUE DATE LIUNIT DRA WING OR B/M NUMBER REV. EXPECTED IACTUAL 4/REMARKS

r [,,~ I S~.)-X~I-..

J 51/Z51 -5 I

112 Y5N75 -1

Atg) 7 7--2-I - 1ILI'i -

I -5-Z

U~-~- (

__---_WON

VA 105 75 C (EN DES-2 -8 3 ) ENGINEERING CHANGE NOTICE /7

COVER- SHEETWBP 31~51(BEFORE ISSUANCE OF OPERATING LICENSE)


TO: Construction Project ManagerWatts Bar Nuclear Plant, Spring City TN

ECN No. q25/

From: NPD Project ManagerSWP 204 GB.K

DATE

Was IJ Analysis Required: Yes _ No

Prepared 'by

PoetEngineer

W8P - ISection

Released:

Project Wqrrs Z3Aqe VvciJ-RxR~

I _I~NPD NPr ýject ManagerSCOPE

FZ A AJ I'

Section Leaer

Date

Affected Unit(s) 142(

System or Feature e-1/-45 1 /A '1904V Li t7AM C6$Jr$9L / S

Reference & Description of Change ON/ ALL. C L $95S /9 7efý CIMAISS 11V.7.i14WAW45

-ADD 8K)? CA1T-4Z,4 NlA~d~,Ie AM t h~ A 7-6 -SiJ';e L/A/ZSa

(,REF )3LAC9 AA1P VSA'veM PVOIJ4 F ./37)(iA e',)DRAWINGS OR B/M'S INVOLVED: Yes Date [CIID~flOr DDAMIPUCC' VoKsM

(Data Sheets Required)

CIVIL ENGR SUPPORT BRANCH 414

E-LEC ENGR SUPPORT BRANCH

MECH ENGR SUPPORT BRANCH __

NUCLEAR ENGR SUPPORT BRANCH 410

ARCH. SUPPORT BRANCH t

SPECIAL DESIGN PROJECTS__

NUCLEAR PROJECTS DESIGN GROUPS&&.Civil A,/0Electrical FEZ ____

Mechanical


Pre-Op 1st FuelTest Load

Unit(s)

LUnit(s)_______

or Data SheetNo Available

-4

APPROVAL REQUIREDECN is ready for support branch review:

>JPD Project Manager

YEC S

1-93-83Date

__Approved:

Pc Su ort Br. Chief Date

Electrical Support Br. hief Date

Mechagical Support Br,..hief Date_ 4 Z/7234 I ý /-E -;

Chi~ef 'Nuclear Ep~ineer Date

Arch. Support Br. Chief Date

Yes or NoRequired for PSAR or FSAR No

Required for Preoperational Test: tv 0

If Yes, Test No._______Vendor Backcharges Involved Nd

Seismic Analysis Required YA6S

Nonconformance Report Required NO_______

QA Applies YES5

Security System Modified N4O

Human Factor Review Required NO

Pipe Rupture Analysis Required NO

Vendor(s) involved: ____________________

cc (Attachments): ft - Yes Sk

I

X r'-l 2- (AIJZL Z 4,19D e,0A0A'29Vr

FORM 3

WATTS BAR'NUCLEAR PLAN'TINDEPENDENT REV=!

10520DIN509410520.92.0000ref: 10520DIN4032

Finding Number /fF/ 1 /3 / 9/

R-PL


ECN 3306 has been closed. The unissued copy of ECN 3.306 has been removedfrom the file.

Reference: -EGN 3306

S/Y6LProgram Team Member

/ (~2v54~//OEDC Program Manager

Date

I 'ate

DateChairman, OEDý)Policy Committee

Black & Veatch


Z164

R F, aIBlack & Veatn~ Senior Review Team Chair

le Category__________

Date

lan Dateý

-, 0) V f Ihl ý, ýel

kcý I F- ; ýýIrk r. (-, , ,

TV 155C(N ES1-8)ENGINEERING CHANGE NOTICE.4.-.

COVER SHEET. w(BEFORE ISSUANCE OF OPERATING LICENSE)


'82 0407 5 17

ECN NO. 23_0(


From: Design Project Manager -

DATE

Watts Biar Nucler M-1 t=n"t ~.:ift"

3iv~r iA~~Lv" t

APR 071982Was IJ Analysis Required: Yes

J .L.8uf 6Pr e b .

Project Engineer

S'wPto-e /-=

Released:

~-Ac~e~-A 7 ,¾6

Design Project Manager

Seeltion Le~d4r?"'

Date

SCOPE

Project IL)frfl 2PA 1UUC(,&,4,e P&/-&V7- Affected Unit(s) t2

System or Feature LtL IJ1 SWITC14 MfW?)/,C/ Ci97-'A/Reference & Descripti on of Change -S 7-0• 0/ uJ's/4 Pb6meAli'r 7;Al6c/4v

0 7LTUA)6,0 W A,-C- BiLI-AJTA/711 e&?2-4o A:AJO~S-~AP

DRAWINGS OR B/M'S INVOLVED:


Yes Date Branchor Data SheetNo ----- Available-

Thermal Poe !ne f rjc

Electrical El ES

Mech

Analysis

Arch, Hydro, & Spec Proj Eng & Des

Arch

Civil

Electrical

Mech

'swP

PW-YSCAL WORK MUST BE DONE BFORE:J

Pro-Op 1st Fuel 1%Thrm Commli letTest Load Power Oper'n Refuel

Unit(s) VUnit(s) '-

Thermal Power Engineering Branches Yes or No

Approval Required - .'- -- - -1 .. .ý y

ECN i ~ r Tb~yf~review:

ei 6g Proj ect Mai~XDate

Approved:

I f/A _

TPE Civil Bil Chpf Date

TPE Electrical Br. Cd~ef Date

TPE MechiticoK9"'. Chief Date

gineerDate

Ysor NoRequired for PSAR or FSARRequired for Preoperational Test:

It Yes, Test No. _______

Vendor Backcharges Involved _________

Seismic Analysis Required PJNonconforhiance Report Required QtQA Applies YES_____

Security System Modified 7Vendor(s) involved: W EST Ir'J(, & -n'u S r

CC (Attachments): Yes I Chief. Nuclear Engine4)Chief, Arch itect i~ra)l- Design Branch, W4C126 C-K Chief, Mechanical Eng

Chief, Clvii Engineering Branch, WgD224 C-K Chief, Mechanical EngChief, Civil Engineering & Design Branch, W3C126 C-K Chief, Quality AssurarC*%ief, Electrical Engineering Branch, W8C126 C-K Manager of ConstructiChief, Eeictrical Engineering & Design Branch, W213224 C-K Chief, Cost planning aMEDS, 100 UB-K Plant Superintendent

Sr. W10C126 C-Kineering Branch, W7C126 C-KInearing & Design Branch, 102 SPT-Kice Branch, W11C126 C-Kon, E7B24 C-Knd Control Staff, W12C74 C-K

- - 11

Section

FORM 3 10520DIN525210520.92.0000ref: 10520DIN4113

/ FI


Finding Number IF /1 /4 /0 / RiC


During-the time of the initial Black and Veatch review, the motors for the motor-driven auxiliary feedwater pumps was considered to be located in a harsh environment,since that time more detailed environmental analysis has shown that these motorsare located'in an area in which the environment is not significantly differentthan the normal/abnormal operating environment used in the procurement documents.Therefore, qualification by analysis was selected to meet NUREG-0588 requirements.This analysis is attached.

Program Team Meb er


.ttee

Li'il-Date

Date

Date

Black & Veatch

Classification:

Black-1

Type k2 Category _j-

yatc oetMan ager

/

B1lIack &V t h , 2i Rview Team Chairman

Date

1ate

.Finding 140

1. The auxiliary feedwater pump motors covered by this finding areParsons-Peebles 600 HP, 6600V, 3-phase 60 Hz motors, Frame T-4007J. They are located in the auxiliary building room No. Al,elevation 713', column: (A-A4 -(S-t) unit 1, (A-A13) -(S-t)unit 2. The motors are supplied in redundant trains for eachunit. One pump/motor can fail under single failure criteria andthe systems satisfy its safety requirements. The remaining motormust operate intermittently for a maximum period of up to 30 daysto meet TMI postaccident cooling requirements.

2. The motor components/subcomponents subject to aging degradationare the insulation system and the bearing lubricating oil.

3. The motors are required to operate and not fail in the followingenvironments:

Normal (Abnormal) Accident

Temperature 1040F (1100F 1060FPressure ATM (ATM) 14.43 PSIARelative Humidity 80% 2(90%) 100%Radiation 5 x 10 rads (N/A) N/A

(40-Yr TID)Flooding N/A N/A

4. A summiary of analysis of the effects of temperature, pressure,relative humidity, and radiation is discussed below.

Temperature - Motors are equipped with a class F insulation systemwhich per NEMA MG-l allows an overall winding temperature of1450C (1050C rise plus 4000 ambient). Motor test reportsshow a maximum rise of 57.40C plus maximum ambient of 43.3 0C(110 0F) for an overall winding temperature of 100.70C. Thisis well below the allowable continuous temperature level of1450C; moreover, the motors which do not operate on a continuousbasis but only during the loss of the main feedwater supply have adesign life of 25 years assuming normal continuous operatingconditions. (See ParsonPeebles Electric Products, Inc., letterdated January 21, 1983 MEB 8301256 548). With operatingtemperatures far below the normally continuous temperatureallowable, the insulation life should meet the 40-yearrequirement.

Pressure

The pressure transient existing during an HELB is postulated toinduce an approximate 0.03 psia positive pressure spike from anormal atmospheric pressure of 14.4 psia. This spike peaks inabout 0.5 second and then returns to normal in about 20 seconds.Since the motor is not sealed but has air inlet and outlets thatallow the free exchange of external air, the pressure transientwill be substantially equalized across the motor enclosure. Theheavy gauge materials which make up the motor enclosure should be

more than adequate to withstand this minor pressure change. Alloil coupling to the bearings are flanged fittings and do not offeran orifice through which the oil could be forced out due to thepressure difference. Therefore, the pressure transientexperienced during an HELB will not adversely affect the motor'soperation.

Relative Humidity

These motors normally operate in an environment of 80-percenthumidity or less and under abnormal conditions up to 90-percenthumidity. Years of motor operating experience and informationfrom motor manufacturer's attest to the fact humidity at these lowlevels will not cause the motors to be functionally inoperable nordegrade motor performance. Moreover, space heaters are employedduring motor nonoperation to prevent condensation. During a HELBhumidity can reach the 100-percent level. However, during thiscondition, the motors will either have the space heaters energizedor will be operating so no moisture can condense on the windings.Consequently, the humidity levels encountered by these motors willnot be detrimental to motor operation or motor life.

Radiation

The maximum total integrated dose is 5 X 102 rads. This isconsidered negligible. All materials found in motors to dateexhibit radiation damage thresholds above this level. This levelof radiation would not degrade or otherwise cause the motor tofail.

5. Maintenance, Surveillance, and Testing

En order to preserve the capability of the motor to perform itsrequired safety functions, a program including maintenance,surveillance, and testing has been established. Included in thisprogram are the following:

a. Each month a tni-directional vibration reading (horizontal,vertical, and axial) is taken to check motor balance, shaftdistortion, etc.

b. Bearing oil samples are taken every six months and the oilanalyzed to ensure that no breakdown has occurred in the oil.

c. The motor is physically inspected annually for any possiblesigns of deterioration, clogging of air vents, mountingintegrity, etc. Cleaning of air vents or other necessarymaintenance is peformed at this time.

d. The motor winding is tested annually to establish itsintegrity and detect changes which could be indicative ofinsulation deterioration.

E64011.06

Evaluation of the TVA Form 3 CommentsF 140

The information submitted by TVA on the environmental qualifications for

the Auxiliary Feedwater Pumps indicates that the units have been evaluated

and were determined to be acceptable by TVA.

Although definitive test results have not been provided, the discussion

of the various environmental consideration suggest that appropriate

attributes have been considered by TVA in arriving at the conclusion.

The maintenance, surveillance and test program indicates that subcomponents

(ie. bearings, insulation, lubricant, etc.) which are subject to degradation

will be monitored and appropriate action taken.

This item is considered closed.

FORM 3

WATTS BAR'NUCLEAR ?LANTI.NDEPENDENT ELEVT3W

10520DIN508310520.92.0000ref: 10520DIN4264


R-PL


This discrepancy was a drafting error. A 9-conductor cable does not contain aW/BL color-coded conductor. The correct color code is WIBK. The fieldtermination was determined to be correct. This error was revised on connectiondiagram 45W1769-6 R3 under ECN 3650. All corrective action is complete.

References: EGN 3650 and NCR WBNSWP8267 Rl

'Date

Program Team Member


Chair k, OEDC Po Commnittee

Black & Veatch4~~r ~


9 *

Category If

B1,ack &ý Veatch Senior Review Team Chairman

Date

Date

/ ~5 a&~&Veatch Project Manager

/81&ENGINEERING CHANGE NOTICE

COVER SHEET(BEFORE ISSUANCE OF OPERATING LICENSE)

TENNESSEE VALLEY AUTHORITYDIVISION OF ENGINEERIN4G DESIGN WisBr~ ~ $~i ~,T

To- Construction Project Manager aiB4


DATE JAN 2 01983

il Id U120

ECN NO. s -

Was 1.1 Analysis Required.- Yes _ NoV'!:

ý919'Ese. FIsHE

Project EngirmwReleased:

SCOPE

Project WATT SBAO NUCLE99 PLAA/Z A

SystemorFeature (3) Avyw)iMR FtEDWAATER SY57-EM

Sectio Utrder

ager Date

ffected Unit(s)

NCR W6 4P64

Referencee& D. scr ItIV notChange COR&UT7 DRAW)AJ4S PER SLACK I V9A74!dC.

F/ND)JW~12Z;/ - I -, ~ ~

DRAWINGS OR B/MS INVO es,

(Data Sheets Reu

ENGINEERSO W

G Nule.

Electrical E2 YEMech

FOSSIL. UPORO A SPECIAL PROJEMT DESIGN

SPECIAL DESIGN PROECTS

ARRI TECTINNAL 9I a

WBP '830826 539

june- I~2 I I - I I

CHIEF. ARCIIITECTVIAL 9UPOT INMCN. VaCuA c-CHIEF. C IVILt Ell GICESIGE RAC.wpm* C-9CHIEF. ELECTRICAL EAG INI~ G SalCH. VaC1lA C-KCHIEF, ECHANICAL. ENGiUEELIRIG 241ANCE, ViC12 C-9CH IEF, N.UCLEAN ENGINEER. VIOC1.S C-4CH IEF. QUALITY ASSURANCE INANl31. S1" "1"-


1116IuEENsue SNPPORT &NmCN0E3 sVe

Approval Required

ECN;7aVnch review:a_- if-_Sr

4 eign Projec aager-Dt

Approved:~..

EAX CIVIL $I- CMIEF Date

ERS uLCcTra St. call/ Date

Cliodf Nuclear Engineer Date

________ Required for PSAR or FSARRequired for Preoperational Test:


1St OA AppliesZIue Security System Modified

Yes or %/1

NO0QM1

Vendor(s) involved:

CHIEF. COST PLANINGII AND CDITOOL STAFF. WiZae4 C-aCHIEF. SPECIAL DESIGN PIOJECTS, W2D224C-MNAGAER OF CD11S1IUCTID11. E7324 C-KPLANT 31PEISITUDENTNED$. WSWI C-9

SWP 204 GB-K

&JIt-A l~'.., , Z.~ I

-A-D

TENN~ESSEE VALLEY AUTHORI~DIVISION OF ENGINEERING DESI ry ENGINEERING CHANGE NOl

Pesign Project Manager SW? 204 CG"-WIIAN ~o18

rICE NO. 3BPS RANCH 19

Released By: 91 z-r AG LnProject Manager

Preparing Section - MEDS Accession No. ME xAcession No.-E2 -RISWP R8 2~ _______

Prepared 0 u30120 52 4

Total Pages (RO): R ~Section3 0214 544 5

Staff Eng. or oArcitct 2 SWr 1u3038 5226 _ _ _ _ _ _

Group RI RHead:3, 7Branch / _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _

Chief: Dfa teSCOPE

Poject WAT-TS BAR NQC LEAR PLýAhWT Affected Units

System or Feature (32 4UXI)LAIKY FEPDWATE-R SYSJ7FM

Referece &ODescription of Change (ýQRREtCT DRSAW)NGSc PERE I3LOC& I-YEVF4T-d

igG g326"9t -3


REV. DATE PRE- SECT. GROUPBAC ECN D.P. TOTALNO. ISSUED IPARED SUPV. HEAD CHIEF CLER MO.ESCR IPTION OF REVISIONPAE

7-&' ?;ce w- c9 19// z )eLa D r,5gD 2 Dw&e- 1 DD~rZ .6Pw6

3 :-2 ec4o--a -,D PELr7 /& o pw6 s 2

FitýA irials as follows:N PR RElp IAddlII Information:

GULEF. C03T PLANNING AND coarvaL STAFF. WlZSC74 PLANT SUIPERINTENDENTGUEF. £AMATECcThAL SUIPPORT SRARCa. W4C12 C-K CONSTRUCTION PROJECT MANAGERCNIEF. CIVIL ENGINEERING BRASCA.WW90224 C-9 MRM3. 640I CM-CCNIEF. ELECTEICAL ENGINEERING 335500. WOC126 C-9 ~l 60CTCNUEF. SPECIAL DESIGN PROJECTS. W20229C-

TENNESSEE VAL.LEY AUTHORtITYCovissc OF ENGINEERING DESIGN-

ENGINEERING CHANGE NOTICE NO.______DATA SHEET NO. I.. PAGE

DIVISION' OFF ENGINEERIING DESIGNNON CONFiOHM AIN

viJBP '83 0818

Wl REPORT NO. i.~s: 8~ 1"i,2 67 R

,N T W~ATTS BAR 1NUCLEý%R PLA2'NT UNIT___ ______

PRFAER/ORC-ANIZATIONIDATE J. D. Co! 1in s/X5BP/Aug-ust 17, 1983



scnemnatic, and connection drawings for the auxiliary feedwater system as a-result of the Black and Veatch'third party independent review. The Blackand Veatch finding -numbers are:

F101, F102, F103, F104, F105, F106, F107, F110, F11l, F114, F115, F116,FlU7, F123, F124, F127, F130, F131, F141, F802, F803, F804, F805, F806


DATE OF OCCURRENCE EST IX), ACT. ( ) 198SIGNIFICANT CONDITION ADVERSE TO QUALITY

-- 'HOD) OF DiSCOVERY Third Party ReviewYE NO_f . D (ENDES-P ~BRANCH CHI EF/DATE

'I COP:RECTIVE ACTION: The minor electrical drawing discrepancie .s identified by Black and Veatchhave been corrected on the following ECNs and FGRs:

2816 - F123, F1243647 - F10i, F102, F103, F104, F106, F107,3650 - Fill, F115, F117, F127, F141, F803,E3458 - F105, F805E3508 - F110, F116, F802, F804

F114, F130. F131F8 06

ACTIN DEIATES FROM A DESIGN CRITERIA REOUIREMENT YESD[ NO L'

050

DESUIGN CRITEI HA DOCUMEN7 NO).

ECN REQUIRED [I YES NOD ECNNO 2816, 3647, 3650 '1SCHEDULE IMPACT r _A F


FCAU)SE. (REQUIRED IF SIG'JIFICA'NTILC~

jJTHIS IS A GE-NERIC CONDITION YES FX NOQ[

SACTION REQUIRED TO PREVENT RECURRENCEý (REQUIRED IF SIGNIFICANT)

01ASREST. ( X), ACT. I 1 20 MH 121 i SCHEDULE EST. (X 1 ACT.

272! ACTIVITY NO. FLCBeo 31, TASK DESCRIPTION EN _L4 DATE INITIATED *S,

~2IREWMARKS. * CN 2816 -Act. No. DZ85-E2"81669 Date 11/29/82EON 3647 -Act. 'No. D 785--E364725 Date 01/17/83

EON 3650 -Act. No. DZ"85-E-3650'R6 Date 01/28/83

Th~is NCR supersedes NCR WBNSWP8267 RO.

1271 DISTRIBUTION:ALENDSCTOCMPT:CONST PROJECT MANAGER J. D.. Collins, 5100 MIB-K 21 ALE DSATINCMPEE

[21 EN DES PROJECT MANAGERCHIEF. ESS

OFFICE OF QA_______________NEB (for Significant NCRs)-,. EIDS cis 2.'AANCH CHI /IORG.

NSRS Ifor Significant NCRs)

ASSISTANT TO THE MANAGER OF OEDC (Quality '3 0 1 0and Nuclear Sal ary).-for Sioniiicant NCRs W P 0

DISTRIBUTE APTER THIS SIGNATURE ________________

HANDCARRY COPY TO NEB-NLS MEDS ACCESSION NO.

FORK 310520DIN527110520.92.0000ref: 10520DIN4307

p WATTS BAR'NUCLEAR PLANTINDEPENDENT REVIEW

Finding Number l/4-

conts pertinent to finding:

The problem identified by Black and Veatch finding F142 was resolved according toNCR 4542R, copy attached. Relative to Black and Veatch concern of generic impli-cations, the attached evaluation sheet verifies that a sample of applicable Q. A.reco-rds was performed and that no additional errors concerning documentation.existed.

Program Team Meunty KJ Date

bate

Bate

Black & Veatch 7A 4t, ~4ft~u6"jtvd

ýClaasification: Type Category /8

DateB1tiýVý c ProjectMnaeBlack & Veatch Senior Review Team Chairman

/

~ZTUY(i~ (~jo

OEDC Prodgram Manager

Ch irman, OED^ olicy Committee

DIVISION4 OF CONSTRUCTION4

156b NONCONFORMING CONDITION REP,

IA. Item and CAG Dqtcr~pt~o. and Atpoa,enrI Caue

The termination information on the doc~umentat ion

for cable l-5PP-3-662-B was in error and was notupdated to reflect the actual configuration. The

cable is installed correctly.

.'t.Lacih-nen. A

FI T

1~ N~ io 4542R P,. 0

IC. REF, NR o,

AUDIT No. N/IA

10 LANT .

016EUNIT:1

I F. SYSTEM: 3IG. ASNE CODE r- Yes U No

IN4 CCNTRACT No..: / _

It. INITIATING EEUUNIT _ --

I 1.. Vendor Name N/A ____-Addrets (City and Stjf'L. _NJ _

2. Intao Dat -Aýý potd t

I3A. Shgnificant CAO. Yin 2Q N CAlntructicfl Engjpneer Date 1 ~ -

AZ-..l0@'l*1 to upymo Poca to 1169"Mc..I!tI ,WUl0tOI

I gntc'.NE8-NLS Contact _______________Date _____-By ____

3B For Sqgniicaflt CAO:

1. Descrihe Root Cause

2. Th.* %a Generic CAG L3 Y-1 No (if es. ,escrIlvi

FEB 09 1983

eP~aitelbv nat

A~N '83 0122,

NvCR NiO - _ 4542R k 0 1.01

4A. Dispositions: 0 Re.wok C3 Rfjse (--J UseAi Is C eject K5 Othier

(Check Block and Detail Berlo*)

Correct termination slip to reflect actual configuration.

49. Action ReQuired to Prevent Rec,_rence. JFor Significant CAGis Only)

4001.--f

4C_ Dat for Comnpletion of all actions to close NCR (For Significanta CAG's only)_________

Recommended By -!0 ," L ( ~ Z ~Date__ , -, "-

S.~ Approved: M As De'taied in 4 above COthetr (See Continuation Pa~jal

C Refete to Design Project Organization (OPO): OPO Coordination Contact_______________-

Construiction Engineer x IJ'r) 2 . -Date l '

S. Concurirene of Designated GA Reviewer for Action Required to Prevent Recufrence D_________ ate

7. 0 Approved: CAt Detailed in 4 above 0 Other (See Continuation Page)

Design Project Organization:______________ Date-____

S. Approved Dispostiton Completed. and if applicable. Item released from Noiconforming Status

Responsible ln~diiduA Date /4 L.Approved by Data~

9. 'NCR S1losaedonveludes compact. on of acin t t n eurnefor significant NCR's)

Authorized Nuclear lnsiec I o ato

11. Distribution:Site OA Records File NRC Resident InspectorConstruction Engineer ISignificant NCA's Only ICOMST OA Branch ANI ICodea Itsnems Only)GA manager. OEDC EN DES NES.NLSMEDS (Significant NCR's Only)Design Project Organization NSRS (Significant NCR's Only)EN DES NES Codes. Standards.and Materials Section lCode items Only)

REV Rl CONDS 3-1CFRO ,M 1-BD-2 11-B /10-BTO: 1-T -- 18 -FOR: AUX FEEDWTR PMP B-B SUPPLY

- 5003F/

COLOR TB/NO. COLOR TB/NO.$A We 3

SHLD- 0ý /BK____

BK 71-ABL/BK____woBKW _U_____

G ______ GAN

BLW/R ____

G/-B L/R____

56 TO TERMINATIONSIZE 2/0\ TYP ANB

LOC A11T 757LOC A4S 713

MAR?

*LGTH 0042ICONN 0126jc0Nm,.AWflV 5"B2

JUL 15 1981

it. -

- ~-

* COLOR TB/NO. COLOR TB/NO.

- /BK/G _______

ALLOWED BEND RADIUS______

_________MEASURED BENýD RADU_____

______INSFETCTED

/9~I

PP- 3662-B 55 FROM

Rl CONOS 3-1C SIZE 2/0 TYP

1-BD-2 11-B, 10-B LOC.

TO: 1-MTR-3-128/-B LOC

FOR: AUX FEDWTR PMP B-B SUPPLY

ý ~ ~ u 77 C. -- F-

TERNINATION~11NB L GTH "106A11T 757 CONN 01:A4S 713 COINh 451

_NV 5B

JUL 15- 1931E 0 63 fro i

COLOR TB/NO. COLOR TB/NO.' 60.

SH LD_~~ 0/B K ____

w ' I -: A 6 BL/BK______w44-1 So.~.. BK/W_____

.F 4'zEI23 R/W

0 BL/W

BL Ž~.,. BK/RW/B <W/R

G/B K4. BL/R

TERMINATION DATA

-FOREUMANA'------NINEER

OLý NO. CRIMP/TORQUE .

COLOR TB/NO. COLOR .TB/NO.

WR/G

INSPECTE BY: W

G/BK/ DATE:________O

I

7VA Thzsk Force forAeview of Black &r.eý.tch- Findings

Rev. R1EVALUATION SHEET Date 4/6/83

1. Task Force Category 13 for Watts Bar Nuclear Plant - Unit 1q

2. Task Force Category Description and Related B&V Findings:

Termination information on the documentation was in error and was notupdated to reflect the actual configuration:. F142.

3. Evaluation for Cause

A.. Preliminary

The example was an oversight and it is felt it is an isolated case.

B. FinalFinding F142 was an oversight and was an isolated case. A sample of 51AFW te.-rnirvati on -er~ords were sivaluated to confirm' that this findirg wasan isolated case. The sample contained 31 records involving the inspector

and/or engineer on B&V finding F142 and 20 records involving others. The

terminations identified on these records were compared to the terminationdiagrams. There were no errors identified on any of these records. There-

fore finding P142 was an isolated case.

Resp. Org. .9'//3 Task Force ____re /

4. Evaluation for Generic Examples

A. Preliminary

To confirm that the example was isolated, the following sample should be

evaluated:, Compare 40 AFW termination records to the 'termination diagrams.The sample should contain 20 records involving the inspector and engineeron B&V finding F-142 and 20 records involving others.

B. Final

The sampling has been completed. This finding is not considered to begeneric because there were no errors identified on any of these records.

Finding F142 is an isolated case.

Res. Og. ///45A Task Force Concurrence -3,w

FORKM 3

WAITS BAR N7)CLZA? ?JLANTINDEPENDENT REVIE`W

10520DIN525310520.92.0000ref: 10520DIN4080

Finding Nuber / F/i1 /4/4 /40


TVA's program to meet the qualification requirements of NUREG-0588 consisted ofthe following steps:

(1) Establish environmental conditions for the different events and determinethe plant areas that were affected.

(2) Identify all components located in harsh environments and classify them inaccordance with the 0588 guidelines.

(3) Review the qualification documentation of the various components.(4) Prepare NCRs for all components that are not qualified.

Please see attachment 1 for the continuation of comments pertinent to findings.

/.6.Program Team Maber


'irman, OED" licy Comittee 'Date

Black & Veat ch t'C4 ~~ ~ iL

-~ ~ ",ZA IZ u .- _

Classification: Type Ic Category4

();OB-.# & Veatch Project YManager


Date

I Dat~e

11 ý

ATTAC HI-ENT I'

Attached are the NGRs involve~i anzd

0538 report to NRC.

Closed NCRs

WBNEEB8I119WBNEEB8 120WBNEEB81.25WBNEEB8132WBNEEB814 1WBNEEB8142WBNEEB8161I

a copy Of Ltnv letter that transmitted fVA's

OpnOCRs

WBNEEB8114WBNEEB8115WBIEEB81 21WBNEEB8 144WBNEEB8 160WBNEEB8 210WBNEEB8305WBNEEB8 306WBNMEB8 109WBMN'EB8 1J0

E63326 .07

A2 7 8 30819 7

Director of R7uclear jReaotor RegulationAttention: Fs. E. Adensam, Chieff

Liernsin Branch No. 41Division of Licensin5g

U.S. Nucle'ýar Requlaiory Cammission'Vazhingtorn, D .C. 26555

August 14P,

q

4e, ~

VASV6e

Dear Ms. Adensam:

in the Fatter of' the Application ofTenrnessee Valley Authority

Docket Hos. 510-39~050-391

in accordance with 10 CFR 90.49Q and NUREG-0588, enclosed are 15 copies offinformation demonstrati-ng co=Dliance with e-cuipment ausli;ficatkAon reauire-'nents for Watts Bar Nuclear Klant.

As required by 10 CIFR =90.!I9(j), a r~eco!rd off qual-iffication (documentation)vill, be maint.ained aund available for NTRC audit-.

If y'ou have any questions concerning this rmtter, pleasmt ret in touch withD. 3. 3llis at FTS 8=8-2682.

Very. trulv you.r3,

T=flZISSE! VALLEY AM, ORITY'

~nd subsc,4bed b-fore me

th~is/eAvr~off/,'- 18

HY Co~aission Expire-s )7'

L.. H. Mills, ManagerNuclear Licensing

cc: U.S. N7uclear Regulatory Co-mission1Pegion 11Attn: Hr. James P. O'Reilly, .1eqion-al IAiministrator101 Marietta Street, NW, Suite 2900Atlanta, Georgia 303,03

DIVISION OF ENGINEERING DES-GWJP '61 1Z~11NONCONFORMANCE REPORT 0-AePDWT NO. WBNEEBSI14-'

I7PR JEtT Wattq Bar PLANT Wattq Rar Nuclear UNIT- See attachment 1 7

:PREPARE R/ORGANIZATION/DATE H. E. Kook/EEB/ 12-10-81 llbk

M6 DESCRIPTION OF CONDITION -W

Documentatic~n available for the equipment listed on attachment 1 does not confirm-qualification per the NUREG-0588 guidelines for the environment in which they arelocated.

El DATE OF OCCURRENCE EST I ).ACT. (X) 12-4-81 [DECN REQUIRED Y ES NO

Efl METHOD OF DISCOVERY NUREG-0588 F2SIGNIFICANT CONDITION ADVERSE TO QUALITY

EDUNID CODE (EN DES-EP 8.01) w4j,' YESE NOC3

lBSCHEDULE IMPACT Qp QA ON 'BAC CHIEF/DATEK/~t

SCORRECTIVE ACTICN:

See attachment 1.

SASSIGNABLE CAUSE: (REQUIRED IF SIGNIFIQANT)

NUREG-0588 requires evidence of environmental qualification of electricalcomponents not previously required; therefore, in most cases, conclusivedocumentation is not readily available.

SACTION REQUIRED TO PREVENT RECURRENCE: (REQUIRED IF SIGNIFICANT)

None required.

Q3- A ENGINEER REVIEW AND CONCURRENCE: %4'6j %.--P/

E]LABOR EST. ( ). ACT. /I) /MH~i~ SCHEDULE EST. I ) ACT. I DAYS'

2D ACTIVITY NO. 1E T4KaiSCRIPTION - DATE INITIATED

El REMAR KS:

DISTRIBUTION: ALL ACTION COMPLETE:

BE QA G ROUP-ENG INEE RING SECTIONBRNHCEF$G.DT

NEB-NLS (For Slignficat NCR's)* *CRCOSDM EDS NC________CLOSED.________

NSRS (For Signtficalf NCR's) CHIEF. QUALITY ENGINEERING BRANCH

H. E. Kook?,"W8A38 C-K DESUS

*DISTRIBUTE AFTER THIS SIGNATURE

t-HANDCARRY COPY TO NEB-LS ALSO

Attachment 1

Sheet 1 of 1Report No. WBNEEB8114

Component No.

1-PM-3-122

2-PM-3-7122

1-PM-3-132

2-PM- 3-132

EQS

WBNEEB0023

Corrective Action

Replace with qualified device

DIVISION OF ENGINEERING DESIGN Z z-NONCONFORMANCE REPORT MB '30 5 0

MEDS Accession No. ____________

DREPORT NO. B W.

2]PLANT Watts Bar Nuclear 03UNIT 1 and 2

DPREPARER/ORGANIZATION/DATE L. J. StefaneV/NEB JUL 15~ 19biDESCRIPTION OF CONDITION

Attachment 1 identify equipment which lacks environmental qualification data to ensure itwill function under postulated accident conditions per NUREG-Q588.

6]DATE OF OCCURRENCE EST( ).ACT.( NA SIGNIFICANT CONDITION ADVERSE TO QUALITY

7 . METHOD OF DISCOVERY

JN ID CODE (EN DES-EP 8.01) IOIBANHCIE/ý

11 CORRECTIVE ACTION:

, See Attachment 1

1:]CORRECTIVE ACTION DEVIATES FROM A DESIGN CRITERIA REQUIREMENT YES LI NO

1:1DESIGN CRITERIA DOCUMENT NO.EXPTORQUSN.

1:]ECN REQUIRED [D YES NUO [3 CNO UNKY0NC SCHEDULE IMPACT [3P [D A [

ATTACHM'ENT I

EQS No.

CorrectiveAction

and/or Remarks

Limit 1witches

Solenoid Value

IL ima.tr Switches

Valve Operator

Solenoid Valve

Limit SwitchValve Operator

PCV-1-12

PCV-1-23PSV-1-13APSV-1-13BPSV-1-2 14APSV- 1-24B

LS on PCV-1-30FCV-1-15

FCV-1-16FCV-1-17FCV-1-18

PSV-1-31A:

PSV- 1-31lBPSV-1-6APSV-1-6B

LS on PCV-1-5FCV-3- 33

FCV-3-100FCV-3-47FCV-3-87FCV-3-1 16A

FCV.-3-1 16BFCV-3-126AFCV-3- 126BFCV-3-136AFCV-3-136BFCV-3-179AFCV-3-179BFCV-26-126

FCV-26-240

FCV-26-243

1&2

1 &21&21 &21 &21&2

1 &21&2

1 &21 &21 &2

1GB- 1-0 10 3

MEB- 1-0103

MEB-1-0 104

MEB-1-0 105ý -1 -0 107

1&2 NEB-1-0108

1&21 &21 &2

1 &21 &2

1&21 &21 &21 &2

1 &21 &21 &21 &21&21 &21 &21 &2

1 &2

1 &2

MEB-1-01 11

MEB-3-01 112

MEB-3-01 13

MEB-36-01 15

-To be replaced -

procurement by EBB

D elete - Theseitems are qualified

To be replaced-procurement by EEB

To be replaced -

procurement by MEB

Delete - Theseitems are qualified

Cancelled per NEB(821213 251)Delete - These

items are qualified

ComponentPlantID No.

1 Z6

UnitNo.

I

DIVISION OF ENGINEERING DESIGNNONCONFORMANCE REPORT EB '80121 90

MEDS Accession No. _______83__0 __12 ____9 __0

EE REPORT NO. WBNEEB801

2] PLANT Watts B r 'lear-

PREPRERORGAIZAIO/DATE H. E. Kook/EEB/-1-17-83.,

5ýDESCRIPTION OF CONDIT1ON

Documentation available for the equipment 1

fication per the NUREG-0588 guidelines forlisted on Attachment I does not confirm quali-the environment in which they are located.

D6 DTE F OCU .R .RENE ET AC. IX 112-481 9 SGOIICANT CONDITION ADVERSE TO QUAL.I IT

7L -cTIi0D OF DISCOVERY Qualification Re ..Y1--RL I ýtlý R N HC EF/D T S-k N .

-8 -ID CODE (EN DES-EP 8.01) N/A lI t

11CORR ECTIVE ACTION:

Environmental testing has been completed by Wyle Laboratories under contract TV-56071A, as

documented in Wyle Report No. 17506-1. M4emorandum to Electrical Engineering Files

(EEB 821222 909) and EEEQR EQS No. WBNEEBOO38, revision 1, document the environmental

qualification of the devices to WBNP conditions, when the maintenance/inspection schedule

and procedures per the memorandum from K. N. Sprouse to H. J. Green dated December 29, 1982

(EEB' 830103 931) are followed.

i] ORRCTIE ATIO DVIATES FROM A Dr-SIGN CRITERIA REOUIREMENT YES NO -

13 ESG CIERADOUENT NO. EXCEPTION REQUJEST NO.

!]4 EC EUIRED [] 'S NoEl I ICN No SCHEDULE IMPACT ED P [ A U-

JR1 'ý3] Uý11T s 1 and 2

NCR WBNEEB8119R1

Attachment I

I, 2-LM--3-148A

1, 2-U4--3-156A

I, 2-ILM-3--164A

1, 2-121-3-171A

WB17EB003 8

WBNEEB0038

WBNEEB003 8

WBITEE003 8

063014.01



] PEPRE/OGAIZAýTION/DýATE ýH. .VpkEB3l1JDESCRIPTION OF CONDITION

J~~~zii

EPORT NO. n*

Documentatio'n available for the equipment listed joa attachment 1 doesnot confirm qualification per the NUREG-0588 guidelines for the envirornment in whichthey are located.

7)DATE OF OCCURRENCE EST(C ),,ACT.( ý 12-4-8 El]ECN REQUIRED 0)'ES O NO 3 q

aMETHOD OF DISCOVERY NUREG-0588 ~ SIGNIFICANT CONDITION ADVERSE TO QUALITY

SCHEDULE IMPACT [3p j A OwC]CNEIAE ~~~g


See attachment 1.

ASSIGNABLE CAUSE: (REQUIRED IF SIGNIFIGANT)



None required.

[] QA ENGINE ER RE VIEW AND CONCUR RE, CE.

lBLABOR EST. ( ), ACT.()

[2ACTIVITY NO. 1 TAS K

H -9SCHEDULE EST. C .ACT. DT NTAE

PT ION ---- ýýAEýNTAýD

j~REMARKS:

"f- Instrument numbers corrected on revision 1. This NCR supersedes NCR WBNEEB812O. I R1

Fr1DISTRIBUTION: S ALL

F71 QEB QA '-ROUP-ENGINEERING SECTION~OEDC QA

NEB-NLS (For Signifiemt NCR's)** *NCME DSNSRS (Faq SIgrmificent NCR's)

/I. CQ E I

' "H. E. Kook, W8A38 C-K*DISTRIBUTE AFTER THIS SIGNATURE

ACTION COMPLETE'BRANCH CHIEF/ORG. DATE

R CLOSED:

CHIEF. QUALITY ENGINEERING BRANCH W ~E

IUSE

Attachment 1

Componen t No.

1-FT-3-147A

2-FT-3-147A

1-FT -3-147 B

2-FT -3-1478

I-FT-3-155A

2-FT -3-155A

1-FT-3-155B

1F3-155A

1-FT-3-163A

2-FT-3-163A

2-FT -3-163 B

1-FT-3-170A

1-FT-3-170A

2-FT-3-170A

2-FT -3-170B

EQS

WBNEEB0053

Report No. WBNEEB8120R1

Correctiv e Action

Repi ace wi th qual if i ed .device

idi

W.7

DIVISION OF ENGINEERING DESIGN ET 161?ii1 '.'V41NONCONFORMANCE REPORT REPORT NO. WBU97FPI ?:

~PROJECT W1l Rr 3PNT NT eea1tta eflij

n5 IR EPAR E R/O RAN IZATION/DATE H. E. Kook/EEB/12-1O-81

67 DESCRIPTION OF CONDITION

Documentation available for the equipment listed on attachment 1 does not confirmqualification per the NUREG-0588 guidelines for the environment in which they arelocated.

IDDATE OF OCCURRENCE EST(I ), ACT. (X)I 12-4-81-E ~ECN REQUIRED g] YES Q NO

F1METHOD OF DISCOVERY NUREG-05 88 ~SIGNIFICANT CONDITION ADVERSE TO QUALITY

UNID CODE (EN DES-EP 8.01) YES R3 NOD

~SCI*EDULE IMPACT QP QA QN ; 4M )F7 D ///i1

SCORRECTIVE ACTION:

See attachment 1.

ASSIGNAB3LE CAUSE: (REQUIRED IF SIGNIFICANT)


ACTION REQUIRED TO PREVENT REC URRENCE: (REQUIRED IF SIGNIFICANT)

None required.

*a0A ENGINEER REVIEW AND CONCURRENCE: .

aLABOR EST. ( ),ACT. C) /N 1F.SCHEDULE EST. ('). ACT.(C DAYS

2 ACTIVITY NO. I T41K CRIPTION - DATE INITIATED

~REMARKS:

DISTRIBUTION: ALL ACT ION COMPLETE: ____

DEB GA G ROUP-ENGINEE RING SECTION BRANCH CHIEF/ORG. DATE

E3OEDC OA

NEB-NLS (For SuigIflcant NCR's)" j3NCR CLBE 0: ____

ME DS___________________ __

NSRS (For Slonlficafnt N¶')CHIEF. QUALITY ENGINEERING BRANCH

eA H. E. K DokIN8A3 C-KES USE

'DISTRIBUTE AFTER THIS SIGNATURE

.- HANOCARRY COPY TO NES-NLS ALSO ____________________________

Attachment 1

Componeft No.

Positioner on1-LCV-3tl48

Positioner on2-LCV-3-148




Pos~ticnar on2-LCV-3-164





Positioner on1 -L CV-3-173


EQLS

WBNEEB0057

Sheet I of 1Report No. WBNEEB8121

Corrective Action

Type-test

DIVISION OF ENGINEERING DESIGN Epi' 1112 211 944^.MfNI^MDUAM KIPP CIRPT , RPOR NO WBNEEB8125

_PRýOJEcT' watts Bar PL.ANT Watts Bar Nuclear 40 UNIT 1 and 2 -

-U.J ( :TpN OF cONOITIO14

Present documentation available for the-equipment listed on attachment 1 does not confi rm

qualification per the NUREG-0588 guidelines for the environment in which they are

located.

7DATE OF OCCURRENCE EST ).ACT. k ) 12-4--31 U]ECN REQUIRED [DYES 0NO ECN 3593

METHOD OF DISCOVERY NMG-U8 OSIGNIFICANT CONDITION ADVERSE TO QUALITY

gUNID CODE (EN DES-EP 8.01) YES El NOD

SCHEDULE IMPACT O A 0N'BRANCH CHIEFIDT

1,CORRECTIVE ACTION:

See attachment 1.

NUREG-0588 requires evidence of environmental qualification of electrical componen ts

(it previously required; therefore, in most cases conclusive documentation is notW

"eadily available.


None required.

E-_A ENGINEER R EVIEW AND CONCURRENCE: 2 "

[FB LABOR EST. I ), ACT. ( MH JE SCHEDULE EST. ( *ACT. DAYS____

*R ACTIVITY NO. 1 T "DESCRIPTION 1DATE INITIATED

[2 REMARKS:

,, Additional corrective action by WBN CONSI is being tracked by ECN 3593. No further

14~ EN DES action is required.

EDDISTRIBUTION. BALL ACTION COMPLETE:, ..... L.....-s/,4

~QEB QA GR OUP-ENGINEE RING SECTION NC HE/RG.D

E3 ODC QA ýNmI

NEB-NLS (For Signficant MCRs)" *NC CLOS2051D00

(MEDS ________820511 ______004__

NSRS (For Significant NCR'%) CHIEF. QUALITY ENGINEERING BRANCH

S. C. Cothran, W8A36 C-KS,9: 4-QES USE

I DISTRIBUTE AFTER THIS SIGNATURE E 98 0-30 940

R EPAR E RfORGAN I ZATIONIDATE S. C. Cothran/EEB/12-10-81"Iwow""

Z/ /

Sheet 1 of 1

Report No. WBNEEB8125

Attachment 1

Plant I-.D.

LSV-3-148A

LSV-3-156A

LSV-3-164A

LSV-3-171A

EQS

WBNEEB0035

Corrective Action

Replace with Qa idASCO Valve.

Uni t

1,2

I.---

).½tt~ R~r

F I PR EPAR E (OFIGAN IZATION/DATE

~, u..e..~ 'uJi~LrutEUUILNL&Jb * 112 1 0 0NONCONFORMANCE REVORT REPORT N().

3PLANT q4 UNIT

S. C. Cothran/FFR/12-9-R1ElDES-CRIPTION OF CONDITION

Present documentation available indicates that theis not qualiffied per the NUREG-0588 guidelines forlocated. I

M DATE OF OCCURRENCE EST( ), ACT.( )

ElMETtioO OF DISCOVERY NUREG-05889UNID CODE (EN DES-EP 8.01)

~SCHEDCULE IMPACT QP 0JA ON

equipment listed on att~chnent 1the environment in which they are

NIFICANT CONDITION ADVERSE TO QUALITY

CORRECTIVE ACTION:

See attachment 1.

SASSIGNABLE CAUSE: (REQUIRED IF SIGNIFIQANT)

NUREG-5088 requires evidence of environmental qualification of electrical componentsnot previously required; therefore, in most cases, conclusive documentation is n~( readily available.V

16ACTION REQUIRED TO PREVENT RECURRENCE: (REQIJIRED IF SIGNIFICANT)

None required.

*7CA ENGINEER REVIEW AND CONCURRENCE: O~. ~//c/V~2 LABOH EST. ( ). ACT. CH ) MN SCHEDULE EST. C .ACT. C3DAY'S

2ACTIVITY NO. 1F TASK DESCRIPTION 1DATE INITIATED

REMARKS:

This NCR is superseded by NCR WBNEEB8132R1, MEDS accession No. EEB 821209 915. 1

'6DISTRIBUTION: ALL ACTION COMPLETE: A'JI $ x~62CE OCA G ROUP-ENGINEE RING SECTION bRANC'H CHIEF/ORG. /DATEL.J 0 DC CIA I.-

NED-NLS (For Significant NCR's)' *NCA CLOSED: QS801 0N4SAS (For Significant NCR',) CHIEF, QUALITY ENC.iNEERING BRANCH

e.Ap4 So C. Cothran, W8A36 C-K GIES USE EB '8 1 5 92*DISTRIBUTE AFTER THIS SIGNATURE*HANDCARRY COPY TO NEB-NLS ALSOI

I

:01-

Attachment I

Plant 1.0.

FSV-1-7

FSV-1-14

FSV -1-25

FSV-1-32

FSV-1-147

FSV-1-148

FSV-1-149

FSV-1-150

FSV-1-174

FSV-1-175

EQS

WB N EE B0036


Corrective Action

Replace W.-ith QualifiedASCO Solenoid Valve

Unit

112

C.

Nc~co '~-(~A 'hP CiY L nRPORT Ný-

C T i a riA/NT ~:it.ýJS 'Se at.cLrt2

Cr CL'T!'

Doucurnentation awa'il~ble florI the c-Cl'iPM211t listed on E~!-%1,-L,,i 1 does not. confirmnqjualificati-n per' the NVR,1G-O',,,. guidelines for the nvi roriment in vihich they areIlocated.

7 DAIS OF OZU-NC uT ),ACT. IX) 12 -.- r~tal: ! Y E- N

ME 1C)OCI OF VICOx,ýY N'U P l,;~ F- 051 H: .CAN7 CrC:.DiC AIE¾'R-`.. TOD QC:ALITY

r~ EPS u~) '~* ~.p~: . Vs L NO7LJ ______

It SCHEDULE IMPACT C,, RA NN C. HcHH; rF tAr) A T '/ r 4~/i

SCORRECTIVE ACTION:

See attachment 1.

F 1ASSIGNABLE CAUSE: (REOUIREr;, ir S~rNIFIQAIJT)'

NUREG-0588 requires evidEnce of environmental qu~lfcto ofectiL

components not Dreviovsiy required; therefore, in most cases, conclusivedocumentation i's not readily available.

15ACTION REQUIRED TO PREVENT RLCURRENCL: (REQWRED IF SIGNIFICANT)

None required.

*Q1 A ENGINEER rEV!EW AND CONCURRENCC ' J ~

hlLABOR EST. ( ). ACT. ()MH 9: SCHEDULE EST. ( *ACT. C)DAYS

25ACTIV!TY NO. 1 O21 Lr'DSCRIP7:0N 1:4:E 11 ATED

2- E MARKS:

G 7 DISTRIBUTION: ALATO OPEC

0-5 A GROUP.ENGINEERING ZECTION BRN..CHii../oRc. DAT

OCE C CA

DT

NEB-NLS (For Significant NCR'&)** r~NCR CLOSED:

ME DS _ _ _ _ _ _ _ _ _ _ _ _ _ _ _

NSRS (For Significanvt NCR%) . CHIEF,- UUALITY E,\G;NELRING BRANCH

SH. E. KookýýVJSA38 C- K

DISTRIBIUTE AFTEF' THIS SIGNATVPE

*H/,N!CARRY COPY TO NED.WL.S AZ!'1

2/5i

At"t ac h ne nt 1

Sheet I. of IRc purt I co. I-IBEF- C21

Comip,, ent No.

I-FT-3-142

2-FT-3-142

EQS

WBNEED0032

Corrective Action

Replace with qualifiedi device

of

D . DlIT 0'F -;~ E~1: 3CP FC EC 01 E I 1 0h-~~~r -r OX I. . .LJ :Or.T NO.

t: WT 1 ON tj17 C 0.: i' CUN - --

r~oum::~onC aafl' .2:2 for the ~ip:; on at~r.L;.1does noý coni~fIrm,qualific~tionk per NUkEG-O560 guicielfiis for the errI.ironmiient in hh they arelocated.

:)DATE~ OF OGCCRýJC= ~ E (ST401

91.I~T'-:OD OF DiSCOM.ERsV

97 U-141 CODE (LN Q!7 EP e.:;I)

______________ý ADVERL TO~ QUALITY

Y E~*~ -1A N 0 -EtaSCHEDULE IMrAC CA E / " 2

141 CORRECTIVE ACTION:See attachr~:icrit 1.

AS!;IGNAS3LE CAUSE: (REQUIRED IF S!?ZIFICANT)

NUREG-0588 requires doCuMe n tatio7) of environmental qualification of electricalcomiponents-1 not previously required. Qualification dcocuimertation is not readilyavailable for those electrical curoponents listed on attachment 1..

51ACTIUN REQUIRED TO PREVENT RECUiRErNICE: (REOUIR.ED IF SIGNIFICANT)

None required.

Q1CA ENCJINEfL1 REVIEW AND CONCL1F.RENC;::

LABOR EST. 11 ), ACT. ( H~ SCHEDULE ESI. ( ,ACT. ()-DAYSt

ACTIVITY NO, I Ar 7, F-i-i ~c.NR REMA RKS:

MSDTRIflUTION: -ALL ACTION4 COMPLETE:DES CA G ROUP-ENGINEE RING SECTIONJBAdiDT

NES-NLS (F~or SIgnificcnt N'CRsP CRCLOEDMEDS - -CCLSDNSRS (For Significant NCR's) CHCF QLJI.:TY ENGINEERH:'ýG SkANCH D ;

"H. W. Luton, W8A31 C-KOEk' USE

ISTRIBUTF AFTER THIS r.q'C :A1VJREADCAIPY C~PY TO IjUf,-NLS A~LSO ____

Componlent No.

o -PS ,7 0-203O-PS-70 -2101-P S-3-138A2-PS-3-13SA1-PS-3-138B2-PS- 3-1.38311-PS-2.-148*2-P3-33- 148~*1-PS-3-156*2-F'S-3-156*1-PS -3-161 l*2-PS-3-164*

I-PS-3-171*

ATTACH F r'T J

EQS

W NEI,! t EB"103 1

s e t I C. I'1Report Nio. 1l:'Ji:EERSI,12

-Corrective Actiý)n

Replace w/Qu aIified Device

*Not yet installed.

031325.11


MEDS Accession No.EEB90830328

WE REPORT NO. WBNEEB8144R3

'2 PLANT Watts Bar*NuclearUNT 1an2

PREPARER/ORGANIZATION/DATE H. E. Kook/ EEBI 3-24.-33

The Custom Components model 604G pressure switches listed on Attachment 1 are

required to not fail in a manner detrimental to plant safety for six months

after the beginning of a main steam line break or a feedwater line break.

Environmental conditions during an accident far exceed the manufacturer's

s p c f c a i n D

S R P I N O O D T O f o r t e m p e r a t u r e , p r e s s u

r e , a n d h u m i d i t y . T h e m a n u f a c t

u r e r

does not provide a radiation specification. There is no known test data to

confirm the manufacturer's specifications. Therefore, these switches are not

qualified per the NUREG-0588 ouidelines for the harsh environment in which they

are located.

6 E'Aa -JOCCURRENCE EST( ) .ACT. X) xF9248 AN ODTO ADV~EiRSE TO QUALITY

:7 METHOD OF DISCOVERY Qualification Review JYE NRAOHHLE7~

8UNI D CODE (EN DES-EP 8.01) N/L,0


The devices listed on Attachment I will be qualified per NUREG-0588 by:

1. Relocating the switches to an area with less harsh accident environments,

and R3

2. Replacing the switches with a device or devices which are fully documented

as being environmentally qualified per the NUREG-0588 guidelines.

E1]CORRECTIVE ACTION DEVIATES FROM A DESIGN CRITERIA REQUIREMENT YES NOm

D13 DESIGN CRITERIA DOCUMENT NO. EXCEPTION REQUEST NO.

__14 ECN REQUIRED [N YES NUF I CNN NtH SCHEDULE IMPACT P A N

9 5-

Z/9?

NCR WBNEEB8144R3

Attachment 1

EEEQR EQS No

WBNEEB0050Component No.

1 ,Z-PS-3-140B

1 ,2-PS-3-150B

1 ,2-PS-3-160A

1 92-PS-3-160B

1 ,2-PS-3-165A

.1,2-PS-3-165B

DIVISION Ut- LNUr 'r-tr'r'~i tur-urv EL 011C.I-

NONCONFORMANCE REPORT M) REPORT NO. WBNEEB8M

2tt PROEC 3 PLANT wats Bar Nuclear -7 UNIT See attachmen'Vl1

~]P~EARR~RGAIZTINJATE H. E. Kook/EEB/12-9-8 1

cE-SCRIPTION OF CONDITION/- r

Preentdocmenatin aailbleinicates that the equipment listed on attachmenit

is not qualitied per the NUREG-0588 guidelines for the environment in which they are

located.

7DATE OF OCCURRENCE EST I .ACT. Cx~ 12-4-81 FI ECN REQUIRED 13YES QNO 3443 _____

SMETHOD OF DISCOVERY 2UE08 ~ SI NIFICANT CONDITION ADVERSE TO QUALITY

UNID CODE (E DES-HP 8.01 YES FL NOD _____

lBSCHEDULE IMPACT Q~ QA Q ~ . CHIEF/DATE /

8CORRECTIVE ACTION:

See attachment 1.

ASSIGNABLE CAUSE: (REQUIRED IF SIGNIFIQANT)

Flood levels were redefined for a LOCA inside containment,


None required.

1 0A ENGINEER REVIEW AND CONCURRE E: /2_____

SLABOR EST. ( ).ACT. C M gSCHEDU I .CI ACT. (

J2 EACTIVITY NNO. 11f T K DESCRIPTION RDATINIIATE

SREMARKS: I

Additional corrective action by WEN CONST is being tracked by ECN 3443. No further

EN DES action is required.

DIS-TRIBUTION: S LACINCOMPLETE: ~

QES GA GROUP-ENGINEER ING SECTION BRAN

NEB-NLS (For Significant NCR's)* NC

MEDS -NC CLOSED: O ~ 8O1IffL

NSRS (For SignIf1caflt N*V'S) CHIEF, QUALITY ENGINEERING BRANCHA

jfH E. Kook7, W8A38 C-K QE§ USE

.'DISTRIBUTE AFTER THIS SIGNATUREE1 '8 0 2 93

*HANOCARRY COPY TO NES-NLS ALAO-

KAttachment 1

Component No.

1-LT-3-172-A

2-LT-3-1 72-A

1-LT-3-173-B

2-LT-3-173-B

I-LT-3-174-B

2-LT-3-174-B

1-LT-3-175-A

2-LT-3-175-A

WBNEEB0002


Corrective Action

Relocate above flood level.

DIVISION OF ENGINEERING DESIGN EE 81 1 2 b 9QNONCONFORMANCE REPORT &Z EOTN.WNFR i

21 O'CJECT 3at Rr I PLANT 4-tt BaLIlo 1 NIT Se tacmn-

j~PREPARE R/ORGAN IZATION/DATE H. F. Kook/FER/12-15-81

DE.SCRIP TION OF CONDITION

Documentation available indicates that the equipment listed on attachment 1 does notconfirm qua~lification per the NUREG-0588 guidelines for the environment in whichthey are located.

ElDATE OF OCCURRENCE EST I .ACT. (x)12-4-81 [DECN REQUIRED Y YES NO

F1METHOD OF DISCOVERY N UREG-0588 E]SIGNIFICANT CONDITION ADVERSE TO QUALITY

ElUNID CODE (EN DES-EP 8.01) W"I4l6 1 YES 0 NOC3

SCHEDULE IMPACT 0 P Q0A O N -,BZrA~H CHIEF/DATE,

34CORRECTIVE ACTION:

See attachment 1.

r ASSIGNABLE CAUSE: (REQUIRED IF SIGNIFIGANT)


SACTION REQUIRED TO PREVENT RECURRENCE: (REQUIRED IF SIGNIFICANT)

None required.

GA QENGINEER REVIEW AND CONCURREN _______

SLABOR EST. ( ). ACT. ()MH SCHEDULE EST. C .ACT. C)DAYS

2ACTIVITY NO. 1 r"SK DESCRIPTION DATE INITIATED

SREMARKS:

This NCR is superseded by NCR WBNEEB8161R1, MEDS Accession No. EEB 830606 943.

DISTRIBUTION: ALL ACTION COMPLETE: 7p (SQEB CIA OROUP.ENGINEERiNG SECTION BRANCH CHIEF/OA~

OEDC QA ______

NEBL.LS (For Significant NCR's)* 'NCR CLOGED: QS801 0ME OS ________820511________004__

)NSRS (For Significant NCR's) CHIEF. QUALITY ENGINEERING BRANCH'E

`Hj ~. E. Kook, W8A38 C-K QEDi '83 620 91DISTRIBUTE AFTER THIS SIGNATURE

J.HANDCARRY COPY TO NEB-LS ALSO

ZZ73

Attachment I

Sheet I of IReport No. WBNEEB8161

Compon~ent No.

I-PX-3-142

EQS

WBNEEB0069

Corrective Action F

Type-test or replace with qualified device2-PX-3-142

DIVISION OF ENGINEERING DESIGNNONCONFORMANCE REPORT EEB '82 1 2 1 3 9 m

rnREPORT NO. 1iBNFF.BZ10.PLANT Watts Bar Nuclear t UNIT 1 and 2PREPARER/ORGANIZATION/DATE H. E. Kook/EEB/12- 8 -82

SDESCRIPTION OF CONDITION

The positioners on valve numbers 1,2-LCV-3-174 and 1,2-LCV-3-175 are Masoneilanmodel 8012. They are located in the South Valve room and are required to operatefor six months after the start of a Main Steam Line break in the valve room or aFeedwater Line break in the valve room (NEB 820607 220). The manufacturer'sspecifications of temperature and pressure are exceeded during an accident, andthere is no documentation of manufacturer's specifications. Therefore, requiredoperability during design basis accidents is not confirmed as required by NUREG-0588.

L6]DATE OFOCCURRENCE EST( X),ACT.( )12-6-82 51SIGNIFICANT CONDITION ADVER~SE TO QUALIT-Y

ElMETHOD OF DISCOVERY Qualification Review ~ vYESE NOE

UNID CODE (EN DES.EP8.O1) N/A

I~CORRECTIVE ACTION:

Type-Lest the positioners to document environmental qualification per NUJREG-0588guidelines.

CORRECTIVE ACTION DEVIATES FROM A DESIGN CRITERIA REQUIREMENT YESQ NO

13DESIGN CRITERIA DOCUMENT NO. EXCEPTION REQUEST NO. ______

ECN REQUIRED [:YES NO [3 ECN NO. 15SCHEDULE IMPACT C] P A DN

\ 4 Vp-4. /\\~k~ I

NCR WBNfEB83O5

Attachment I

1.PS-3-No.

1-PS-3-121A

2-PS-3-121B

1-PS-3-121B

2-PS-3-121B

1-PS-3-121D

WBNEEB0078

0413196.05

2ZZ5

692/ A6A26

692/A6A26

692/A6A26

DIVISION OF ENGINEERING DESIGNNONCONFORMANCE REPORT 8 05 2 91

MESAccession No. EEB '8 0 2 91

WREPORT NO. WBNEEB8306

PLANT Watts Bar-Nuclear Plant I F73 UNIT l and 2..

PREPARIER/ORGANIZATIONIDATE H. E. Kook/EEB/5-9-83


The flow indicators listed on Attachment I are Westinghouse model VX-252, located in the

Auxiliary Building - Room 692/Al. They are required to not fail detrimental to plant

safety f or one month after the start of a HELB outside containment and for 100 days

after the start of a LQICA/HELB inside containment. The temperature and humidity levels

in Room 692/Al during a HELB outside containment exceeds the levels to which the

manufacturer has tested these devices.

Therefore, these indicators are unqualified per NUJREG-0588 guidelines for the harsh

environment in which they are located.

6]DATE OF OCCURRENCE EST (X ), ACT. I15-9-83 F91S GNIFICANT CONDITION ADVERSE TO QUAi-ITY

:7] METHOD OF DISCOVERY Qualification Review <jj3YSa N 1

:8 UNI D CODE (EN DES.EP 8.01) N/A 10~1 -aCHHE/~

11, CORRECTIVE ACTION.

Add a Class 1E isolator to the instrument loop so that any failureof the non-divisional indicators listed on Attachment I has no

effect on the Class 1E instruments in the loop.

:12] CORRECTIVE ACTION DEVIATES FROM A DESIGN CRITERIA REQUIREMENT YES NO)

D13 DESIGN CRITERIA DOCUMENT NO. EXCEPTION REQUEST NO.

14 ECN REQUIRED E) YES NODZ kCNN() SCHEDULEIMPACT flP A Nit

77-7

NCR WBNEEB8306

ATTACHMENT I

ID No.

1-FI-3-147D

2-FI-3-147D

1-FI-3-155D

2-FI-3-155D

2-FI-3-163D

-1-FI 3ý-170-D

2-FI-3-170OD

EEEQR EQS No.

WBNEEB0083

WBNEEB0083

WBNEEB0083

WBNEEB008 3

VtBYFFBOOSI

WBNEEB0083

WBNEEBO8 3.

WBNEEB 0083

WREPORT NO. WBNEEB83O05

~jLAT Wat BrNuclear - [3 UNITS 1land 2-

74 PR EPAR ER/ORGAN IZATI ON /DATE A. W. Thomas/EjE/5:-_12- 8 3

W5 DESCRIPTION OF CONDITION

The pressure switches listed on Attachment I are Custom Component model 604G and are

located in the auxiliary building - rooms 692/A6 or 692/A26. They are required -to operate

for one month after the start of an HELB outside containment and for 100

days after the

start of a LOCA/HELB inside containment.

The accident maximum temperature (1720F) exceeds the manufacturer's specification

(1600F)

for approximately 6.75 minutes which we feel would not affect the operation

of the switches.

The other environmental accident conditions are with-in the manufacturer's specifications.

There is no known test dat a to confirm the manufacturer's specifications.

There is no documentation to show that these switches are qualified

per NUIREG-0588 guide-

lines for the harsh environment in which they are located.

DATE OF OCCURRENCE EST IX1. ACT. 5-18 IGNtFICANT CONDITION ADVERSE TO QUALI Ty

16 M-18 YE--N

ElMETHOD OF: DISCOVERY Qalificat ion Review L1 M H CHIEF/ý ý

FS1UNID CODE (EN DES-EP 8.01) NAt

CORRECTIVE ACTION: Replace the switches listed on Attachment I with devices which

are fully-documented as being environmlfentally qualified per

NUREG-0588.

E12]CORREECTIVEE ACTION DEVIATES FROM A DESIGN CRITERIA REQUIREMENT YES E NO1 1 0 1713 DESIGN CRITERIA DOCUMENT NO.


EC EURED YES NO[] ECN NO. M15 SCHEDULE IMPACT P ] A E

TVA 10700 (EN DES.12/82)


ME DSAccessionlNo. 0E '35 IL


MEDS Accession No.N EB T 3O05- ""0 *

WREPORT NO. WBN1 M8130 R1W PLANT Watts Bar 'Nuclear 13UNIT'

PREPARER/ORGANIZATION/OATE Paul B. Nesbitt/0 DES-NEB/April 15, 1983 Jgrf 41kiWL~DESCRIPTION OF CONDITIONII

T2e following transmitters have been given interim environmental qualification by the NBCuntil the second refueling outage at Sequoyah unit 1, refer to SQN license. NBC hasrequired renlace=nent of all Barton (Lot 1) transmitters at Sequoyah unit..l at that time,and it is exoDected that this requlirement will1 also apply to Barton (Lot 1) transmittersat atts-3.Bruit.

L-1-3-38 (LT1-519)", 55(LT-527)**, 93(LT-539), 94(LT-538), lo6(LT-5h9)* ', ;17(LUT-548)**PT-68-68(405)**, PT-68-69(406)**, LT-68-320(46l)**, 335(4o6)**, 339(459).

N1ote: LT-68-320 is located in a zone subject to a total integrated dose of 120 megar,,dsgamma (40 Year plus accident).

DATE OF OCCURRENCE EST ',ACT.(I X i :C-5-81

100 OF DISCOVERY

CODE IEN DES-EP 8.01) 1~T,~M~~I-/~~I


J-n .7e uLransmit-.ers -will be re-ola-ced vith fully qualified transmitters.

1 A ECTIVE ACTION DEVIATES FROM A D ESIGN CRITERIA REQUIREMENT

1ZV

8c51

I 3j DESIGN CRITERIA DOCUMENT NO. N/A EXCEPTION REQUEST No. N/Af4] ECN REQUIRED YES NOE[ ECN NO L3JSCHEDULE IMPACT P A N

YES El NO [E1 I

-7=0ý Pre-zaration

NONCON1FUK-MANCh K1i-VUli Wj REPORT NO.

Ilil PLANT tT~¶LJ~I 1 and ~

01JL~ WW? JL~ r Cflhl -

P~REPAREAtOAGANIZATIONAT J.W Aderholt/MEB/9-21-81 n -. 4440A oC

DESCRIPTION OF CONDITION -W Vlu

T7'.~iliary feedwater pump turbine electrical control equipment procured under contractV5t23O-83O94 does not have documentation showing environmental qualification. A list ofessential component'16. attached.

DATE OF OCCURRENCE EST C X). ACT. C)9-17-81 2jJECN REQUIRED QYES NO

METHOD OF DIS'COVERY NUREG 0588 Program ~SIGNIFICANT CO .NDITION ADVERSE TO QUALITY

U'NID CODE- (EN DES-EP 5.01) N/A YESU NOD

SCHEDULE IMPACT E~p D3A QN ~R ~ CIFDT

CORRECTIVE ACTION:

Terry Turbone Corporation is conducting a test program to qualify the turbine controls

to current NUREG-0588 requirements.MB '83 1101 01

ASSIGNABLE CAUSE: (REQUIRED IF SIGNIFIOANT)

ACTION R.EQUIRED TO PREVENT RECURRENCE: (REQUIRED IF SIGNIFICANT)

*QA ENGINEER REVIEW AND CONCURRENCE:

LABOR EST. ).ACT. ( ) MH

ACTIVITY NO. I -T-3TASK DESCRIPTION

REMARKS:

~1SCHEOUL. EST A Y*C.

-7R-DATE INITIATED

IDISTRIBUTION:OF.S C OAROUP.ENGINEE RING SECTION

NEB-LS (For Significant NCR")**

Q,.SRS tp~ .t ignificant NCRs5)

DISTR IBUTIE AFTER THIS SIGNATUREI4ANDCARRY COPY TO NEB-NLS ALSO

ALL. ACTION COMPLETE:

*3NCR CLOSED:

.1

BRANCH CHIEF/ORG. DATE

CHIEF. QUALITY ENGINEERING BRANCH4

GDE USE

M

UNI 1 1 and 2

Z31

AUXILIARY FEEDWATER PUMP TURBINE CONTROL COMPONENTSCONTRACT 74C30-83094

rniDESIGNITION

1- SC-46-5 72-SC-46-57

I-Sm-46-57A2-SM-46-57A

1-XC-46-542-)E-46-54

1 -SM-46- 57 B2- SM-46-5 7B

2-NE-46-57

2-NE-46-57

2-SE-46-56

I-SS-46-53

2-SS-46-53

1-ZS-46-57

2-ZS-46-57

1-SM-46-56

1- SM-46-56

2-FCV-16-51

2-FCV- 1-51

NAME

EHpanel and drop resistor

Ramp generator/signal converter

OS test controller

EGR

Wtentic pickup. Cover nor

Magnetic pickup, tachometer

Limit switch, mechanical overspeed trip

Limit switch, trip and throttle valve (FCV-1-51)

Tachometer and trip contactor

Motor operator and solenoid (on trip and throttlevalve)

E81264.02

FORM! 3

WATTS BAR' NUCILEAR P-AINTINDEPENDENT REVIEW

10520DIN521310520. 92.0000ref: 10520DIN3088

Finding Number / F/ 3/0/0/

0


The chemical47W803-1 R24on 4/14/83.is complete:

References:

e~

feed connections were removed from the mechanical flow diagramon 4/12/83, and the piping drawings 47W401-7 R10 and 47W4.01-9 R9The changes were made under ECN 3507.. EN DES corrective action

ECN 350747W803-1 R2547W401-7 R1047W401-9 R9

Program Team Miember Date

OEDC Prog-ram, Manager

Cýiarman, OEDC a iy Cotmmittee

/ate

bate

Black & Veat ch _A, ý 2eW'4/ WA.~ X4-Z~4- "Ae*ý..

Classification: 'Type ______________

Black & Veatch, Senior Review Team Chairman

Category A

Date

D~te-

Z. 3 Z_

2-33

ENGINEERING CHANGE NOTICECOVER SHEET SWP '83 0 214

(BEFORE ISSUANCe OF OPERATING LICENSE)




DATE FES 14 s3Was IJ Analysis Required: Yes

ECN NO. _507

Watts Bar Nuc1lt Piant, SPring CitYL 31A

SWP 204 GB-K

'BU+A 'et Týew -. 2 zI -

No 1

d.T.PBAxTER SW.P -WK; - M__U,_I

re Apared by StiSection- Leader

-R eleased: LPa _APro&ctEngineer eIgn Project nager'Dt

SCOPE TRAKSFEe PKrG: X-003~(2).

Project WATTS AR NUCLEAR2 PLANT Affeacted Unit(s) I~System or Feature WIAIN ALau. FEEOWA-rER J)ý 3A 4 356 SEC.CHEMICAL FEED Zn36Reference & Description of Change REmoyrt s CEM. c FFE. 3rN~NS Fzom MAIN FW, F' YP33

&10N AUX. FtEZDWPATER L4NES. TIE 3P,. O4EM. F:EED TO :STEAM GEN. VJET LAYUP RECIRCUaLATION-

I - r A ~ - -~ fl,.~' ~ a * ~ rL6i'1c PnUULL DI rk-N 2.3fLQ*

-DRAWINGS OR B/M5S INVOLVED:

- , (Data Sheets Required) ~

1ENGIiEERING SUPPORT DRANCHES

Civil PA5ZEjectrical

Mechanical

Nuclear


Civil

Electrical

Mach 2, 4.

FOSSIL. HYDRO & SPECIAL PROJECTS DESIGN

SPECIAL DESIGA PROJECTS

ARCHITECTURAL SUPPORT IRARCK

REF. Pn!2M GREEN TO SPR~OU-E (DES A?- 1-0-; Q76)Yesor-

No

YESlJ12O

PHYSICAL WORK MUST BE DONE 8EOE

Pre-Op lot Fuel 1.Tlwrn Comm'ITest Lo.1d Power Ooer'n Re

Units) I.Uflitmi

Date Branch-Data Sheet

Available

ENGINEERING SUPPORT INRACHES 3 Y4Approval Required

_________ Required for PSAR or FSAR

Required for Preoperational Test:If Yes, Test No.

Vendor Backcharges InvolvedSeismic Analysis RequiredNonconformance Report Required

lst QA Appliesfuel

Security System ModifiedVendo-r(s) involved:_______

CC (AttaCnme~%). #4w Yes (

CHIEF. ARCHITECTURAL SUPPORT BRANCH, WRC126 C-K4j" EF. CIVIL ENGINEERING 6RANCH, W90224 C-9C'IZFF EL ECT R ICAL ENINCIEERING BRANCH. WOC126C-CHIEF. "EC A'NICAL E:GIN:EEVRING BR$ANCH, V7C126 C-KCHIEF. NUCLER EN GINEER IC2 C-9CHIEF, QUAL' T1 ISSIRANC HNH.jO I-

*C~tWGN- DU 7'0 A/aCc Cflrm4.' c*-ietJr.

I'L~ST rFNING IND I~O $ ~CHIEF. PECiIAL DESIGN PROJECTS. W20224 C-9MANAGER OF CONSM ~CTION. E7824 C-9PLANT SUPERINTENDENTNErS. w5S6i c-c

Yes No

No

nU

if fwn#r

HIURAZINE STORAE TAN

-I. STORAUGETANK

3 VIT I CATE

30-22A ZINE 5-A PZ IZ NK IIAE U AZ N ' S£N ! BI - B P OI S E NN P X

CAPLI17S GAILS US CAP ITS SAILIIA'S .U 1 Ia -S. 'R3"211E

6I3Z 63.515 1 i* ''' ~ CA ar

NYRZIEDI i T ZNEMT.AA IN PAMON AW LA

3sU-4-11w l -"A l ', sl 2 2u 0I MI L

0), jups

I IMI MM PILMEIRW 1 4-

I-AuV

OUTSIDE CONTAINMAENT

Si~a--1~S~jINSIDE CONTAINMENT . 1VISP ý1

car III cm

ASS 6

1. PREFIX VALVE UASE 011551AM IETT M IESAM vI I ATIMOOVOTE INE MIT 0 (I SIR ) A. mM TNSSITIGmG (36) All UMI,

(I-Ms-m2.36-u-.i (I.) aU mix m commm.N, mu off$I-M ::T 2

2. ALL ~S AMSW lIPING SINALL MU. iVALID 0ErniE *AS IIVAMU3. ALL FPUta. BAa VALID SAst1/2,sam VALIDVK .$"win GIV EaS.

& ALL TILVIS At[ TO SAM SIZEASOLPIPINGA flA SSICMMONA101173.S. FREDDIE ES AN M SIa VITE CAIIUNWT-rp f ICAS. oU n PIITavo

6. ALL VALUID I~tLNATE USES!TAM.I. <I > MICAimTO VAPIPE CUESSIFiCATm U SA S AA9I"-.

a. AsL. TAMn 51. VIE$'MAIN. PI MV CTIll PIPI EIE 0GNED IAISWMICP553115.I POP. TEST To IS PSIL

11 ALL EMTLPIPIE PFM MM TOis MUNUTE lS! S ESIGNED I= =AU ID1 70?. TOT To 525 PUSl.

IS- ALL SUPPLY PIPINGFODSPIU ru TOiAUXILIAST EllS.FUMTES P5W U$=lam,AVG ISO$4ASAU ALlATO DESIGNED I= G FOOD.1V7. TiSTi ToIS PSia.

11. SALL CSEERAITEPIPING EPLYNTAXESiO A P15 ESIGED FOR aSO PSI.TsF.TESTrTOiS mPAIS.

"ASAIULSEEl OA MIN03

SlUM-IG SHES l---- TAWALA-10VALVE MAKERSTAGSFL-': SIP- "Ago - lot-'S

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SECSUSSP UICAL FEED

P551-IaSERlES - -- - IE011T5 TA.NIATID,30017SEIE S ----- NTIMTASTIONE PO3 & . AiSESFITI S~

12. 551.151VALID) OR NYWAZINE AMSUIA FIXED 30ALL. K SEriT IT1EE(IELAS FOLi5Wt

PPA RELIEF VALVE SICTINSa a.5 m

IAS "Mc lamD5ISO

Also Available (OnAperture Card

F -3SO

UINITS 1&2

FLOW DIAGRAMFEEDWATER TREATMENTSECONDARY CHEMICAL FEED

WATTS BAR NUCLEAR PLTENNESSEE VALLEY AUTHOF

coYisIoSmoE NGIN19RI45 G SaSuS

'84021602~-1.

APERTURECARD

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TVA ARKEEECE STOWiNS425052-2 ------- FLAW DIAGRAM-- WET LAYUP ASVS.

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1-452 1C-4

LCASS UIL-IARY 5105r

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LR4ITS 1&2

FLOW DIAGRAMIFEEDHATER TREATMENTSECOWTARY C-HEMlICAL FEED

WATTS BAR NUCLEAR PLANTTENNESSEE VALLEY AWIIORITY

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WE SAM SIZE AS THE PIPING MILES55OTHERWISE NOTED.

AGE VALVES AWE I-56.060 UNLESS OTHERWISE NOTED.IRS SMIA WE P EF34ED W314 THE4M33 NUINBER.

36A CLASS 6 6ND N PERW 760347 6521-1, WITU CL.. 'S (HANGES

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AES L3361 8366R CCWHTESP836080 3 31508DEIGN635,1.4AN-3NO TA IS 5SHEE1.

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DATE _Jan,ýry 3, >.

(TO) (MU H-.E. McConnell -TELEPHONE 615-632-4450 TIME 9:15 A-

COMPANY Tennessee Valley Authority Cc. H.E. McConnell, TV:

RECORDED BYW-J. Zidziunas LAA( R.F. Blaisdell

PROJECT WBNP - Independent Review-PROJ.NO. 10520 PDCA/File

SUBJECT Finding Report Responses _FILE NO. 15.1000_____ ____

I called Mr. McConnell to discuss the following findings:

1. F300 -The original finding was issued against drawing 47W854-1 Rev. 8. The form3 cites other drawings which have been modified. Since BSV does not have a COPYof the 854-1 drawing and the'rresponse forwarded only partial-drawing.-copkes"; weare unable to relate the information. Please provide copies of drawinrý 47,T 35/-1Rev. 8 and the current revision of the drawing which shows the changes. Al so,provide copies of the 47W803-1, 47W401-7, and 47W401-9 drawinos which show the,area where the changes have been made.

2. F502 -TVA submitted internal memoranda indicating that the FSAR change had been-& ~iestd but ddno indicate that it had been placed in the Commitment Trading

Svstem or if the change had already been made. Additional information is requested.

.3. _F925 - There are still some discrepancies in time that are unexplained. This may--be* do 6-t-o dela-y-s in -communicat-ion betwe~en -the -site--and office. .. Please look :..to

this and provide input.

4. F976 -The partial drawing forwarded by form 3 does not contain sufficient drawingarea to show the change. Please provide a copy of the full drawing.

Homer ind-ica-ted' that -he- wo .uld be sending a-revision for' F894 concerning the checkvalve size.

I advised Homer that I had been in contact with Mr. G. Beasley late last week andhad-ma-d-e "arra'n-gem-ents' to r-e-view-cal-c'ulation-s -fo-r -the F508 response. Copies of thecalculation were to be sent tot.&V' along with data in support of actions taken on-theDR eT- _

~ fiding~hrestill o6utstanding-and a-brief status of each was provided.

I made arrangements for R. Gross to call him to discuss G901 at or about 1:00 pm

12 -15-pmi--I returned Homer's call of about 10:15 am and we briefly discussed F718 and the-informarioa-needed-to put the response-into perspective.-.Homer advised that-progress on-T502 had passed the point of processing requiring aCTR. The information provided was that which was sent to those who actually do theFSAR-updating.-

(TO0) (EW)-

COMPANY-

RECORDED BY

PROJ ECT

SUBJECT

H.E. McConnel

Homer indicated that our letter dated December 16, 1983 (10520 DIN 1054) had listedF329 in lieu of F328. I confirmed that this was an error and indicated that I wouldadd _a notation to our next transmittal acknowledging the error.

-RECEIVED B & V--

-- J-AN G4 1983.\ ROJECT =


2 DATE_13 4

1 - TELEPHONE ____ _____ TIME 9:1i5 AMXk

PROJ. NO.________

FILE NO.-_________ _ _ ____

FORM 310520DIN510510520.92.0000ref: 10520DIN3527


Finding Number / F/3 /0 /3/


Black and Veatch identified a discrepancy in the FSAR in the "time untilcore power decreases to auxiliary feedwater removal capacity". The Itext onpage 15.4-21 shows 1679 seconds and Table 15.4-9 shows 1860 sec. This"time" is not a criteria for the system nor is it an input to otheranalyses. However, TVA has requested Westinghouse to supply the correctvalue and the FSAR will be revised when it is received. We expect tosubmit the FSAR revision by December 30, 1983.

This item has been entered into TVA's Commitment Tracking Reports (GTR)system and has been assigned number WBN-R267.

¾ rga/em Member-Y/~ 2& ~


cyF A C QChairman, O~kD3 Policy Committee

ate

Date

Black & Veatch ,

Classification: Type____ _________


~-

Category 6',

DateP

Date

NLS FILE COP'(

Pi A'O618 (EN DES -9-83) COMMITMENT TRACKING RECORD

3 DATEFILED

4 APPLICABLE TO(PLANT/UNITS)

5 IDETCIATTIOMNUMBER

7 SAR TECHNICALRESPONSIBILITY

8 NLS

RESPONSIBILITY

Z<K Afoap ýe

10 TRANSMITTAL RECORD [FROM - TO -DATE (MEDS ACCESSION NO.) - FOR NLS USE ONLY

XiZ- Po 0lo

11 EXPLANATION (INCLUDE A SHORT TITLE FOR EACH ACTION FOR TROI SYSTEM INPUT) -THE FOLLOWING

COMIMITMENT(S) TO NRC WERE MADE IN THE DOCUMENT/MEETING NOTED ABOVE IN BLOCK 9, "COMMITMENTLOCATION":

(6") Secttr~. cvcrec-,'V6~e- 2 4 ~ ~ S3 ,7JF~

re~ ni &-6 f)~ v va- a/

12 RESOLUTION (FILL OUT ONLY AT CLOSURE)

DOCUMENT OR SYSTEM TRACKING DATErnor~I~Y~! I I

(STATUS AND INSTRUCTIONS - OVER)

-L37

1 RESPONSIBLE 2 DUEORGANIZATION(S) DATE(S)

ACTION (ORG - GROUP -SUPV)

(2)I I(3)/ I(4)I I

9 COMMITMENT

LOCATION

menero 7rl-d /n /-J,. Ljare-iso 7;s5c !_.-L(5eoel A/;,

ENTERED:OR Pt C-lelluG COMMITMENT: rDOCISYS:

FORM 3 10520DIN508410520.92.0000ref: 10520DIN3548

WATTS BAR NUCLEAR PLAN'TINDEPENDENT REVIEW

Finding Number IF / 3/1 / 0/

Coments pertinent to finding:

TVA' s unit 1 corrective action is complete. Drawing 47B427-513 R2 wasrevised under ECN 3511 in order to change the Z direction of node 122to the Y direction. The document was completed and issued October 31,1983. ECN-3511 was written to address all Black & Veatch changes andcan be closed when those changes are complete.,

TVA References (ECN, NCR, CTR, etc.):

EGN 3511

Program Team Member


arman, OEDC licy Comittee

3te

?1- 9-13Date

Date

Black & Veatch_ Aý a4a.;... e,. /ao. ,&1,- GA.4 x V

19vA4A _., I-c.44.. ,I 1fc, Aa~&Classification: Type . Category

Date

Black & Veatch Serijor Review Team Chair-man

:-rE.4N -ESE VALLEY AUT14OR rflY - .ENGINEERING CHANGE NOTICE NO.. 35 - BAC

DIVISIOPI OF ENGINEERING DESIGN - - .

- ~~DATA SHEET NO. I'. .

- , Watts Bar Nucreer Pfat, Sprn PACET -~ 2j~9fProject Manager:SJA,Jfl -J ~ Released By:/

_____ ____ _____ __-.Design oect Manager..

reiiaring Section ~ ESA~sinN. --- McDS Accession No. --

reae 4WS3 ~S2 .- ~BP--'3 .- ..-.

otaIPa4"(RO):. Rdz WB:3O-.-.i- ~ 6 z 7 .~ýupervisor: - - 2 .taft Eng. or R~~Rj~~-- ----. ~

~rhitect: Wr-Y44~J' 6-P YWhP ~10

,rojec _o;~ T ~ ~ . .

- - ý. -.-0-.18-.

-7 --- 3-.

ch _ _ _ _ _ _ _ _ __ _ _ _ _ _ _ _ _ _ - - --2 '

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.. . . . . . . . . . . . . . ...... ....... 14 -

:'-'E ASSOCIATE- DRAWINGS LUST.- REVERSE SIDE-.--.:

V. DOATE RE.SECT. GROUP WRAN-CH ECN D.P.

D_ ISSUED AREO SUPV. HEAD CHIEF CLERK MGR. D ESCRIPTION OF REVISION. OA

____ ___ ___ ____ ___ ___ ____ ___ ___ ____ ___ ___ PAGES _

7 __ 7 Q~d~ ' ~ T ~ - - - .

9-14G3 YM .•ý••. ::•jsm AD W '3,4V 3 4 f IC&-/~ I r 5 ~ -

_ :.IS EM .C Lad

q-2a nfrmatmo ADO. 06.--.-&____ 5'____4A_ 4,O PAC - --.. .x.,..-

TENESEEVALLEY AuTHORIT'Y ,ENGINEERING CHANGE NOTICE NO. ---

*DIVISION OP ENCINFEERING DESIGN. _L- -- . ~ DATASHEETINO. l

-UNIT -- -DRAWING OR B/M NUMBER REV. EXPECTED -ACTUAL -

- it, .Cv~12

-PAU

N DA

W4,7 - 1-

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NJ po7r3 -73 K1_- A

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A ---~ -~_ 777__7

__ ~ gI&~ ___

-' -II

04-713_____

TvA 20575E (EN OESý-7.9).,


:ENGINEERING CHA NGE NOTICE N'.O.3

DATA SHEETNOLI,

1 i

DWGISSUEODATE --

DRA IN MR 0.- NUMB. IREV -LLJMACUL REAK - REV. NO.4 1 - __ .-

8 -7 35 i77e47-~

- 7 V~~/4 2- 7 7-` Th

~ 17 71--'.

S-- f t- .- _ _ J.ELETE-

*~~~t I 7 '

______ _____ _____ _____ _____ _____ ___1 4 __ _ __ _ __ *

_ _ . . . . . .. . . - * 1 _ _ _ __ _ _

F.; ____ ____

PAGE 7

A/ z - le - /) 14

ýINE UPDATEDDATA Sklý

?ORX~ 3 10520DIN521410520.92.0000ref: 10520DIN3538

WATTS BAR NIJCLEAR PLAN'TINMEEFNDZINT REVIEW

Finding Number / F/ 3/1 / 9/


TVA has redone the calculations for the anchor load table 47B427-380 R4 andissued the subject anchor load table October 3, 1983, which created a newroll number. ECN 3511 encompasses all Black & Veatch changes and cart beclosed when-those changes are complete. NCR WBNCEB8233 and NCR WBNSWP8309were written to address the anchor load findings but cannot be closed untilthe ECN is closed. The unit 2 anchor load table, 47B427-448, that wasreferenced had calculations in place; therefore, no corrective action wasrequired. The unit 1 anchor load table, 47B427-380 did not have supportivecalculations. Hence, the calculations were done and the anchor load tablewas revised.

TVA References: NCR WBNCEB8233, ECN 3511, and NCR WBNSWP8309

Program Team Member

CA r4~$l~~OEDC Program Manager

sz, 2- tzate

/1 ?7-r~3Date

Black & Veatch, c ,A 7# ) J~

Clas-si-fication: Type~"" Category ,


Date

Da~te


NONCONFORMIANCE REPORT 1 a 8211 7 022WREPORTNO. WBNCEB8233'

271 PLANT Wa::s --ar UNIT 1

PREPAPERI/CRC-AN;ZATION/DAT5/,2 WIagner/T-PE-CEB-PAS2/1',.9..g2


Problems N3-3-13A and N3-3-14A are unit I and 2 analyses. The uni.t 1 anchor designfor nodes 14C, 295, and 310 does not have calculations to support the anchor loadtables. The present anchor load tables are nonconservative. This may not be theonly occurrence of this situation, hence further investigation is needed.

:6 ATE OF OCCURRENCE EST-( )0,Ac.( 1/80* SIGNIFICANT CONDITION ADVERSE TO QUALITY

1_W OF DISCOVERY Black--&- Veatch Review -ýPAC CHEFIDATEED A ODE (EN DES.EP 8.01) J RNHH IATE

IICORRECTIVE ACTION:

: CORRECTIVE ACTION DEVIATES FROM A DESIGN CRITERIA REQUIREMENT YESf NO 5I3DESIGN CRITERIA DOCUMENT NO. EXCEPTION REQUEST NO.

'ID4 ECN' REQUIRED' [DYES -N00 ECN NO. 3_ cSCHEDULE IMPACT 0 P t3 A 0N

ThE AUS~(REUIRED IF SIGNIFICANT)

t~ TIS~SGENERIC CONDITIONYS O

*ACTIýON REQUIRED TO PREVENT EURNE RQIE FSGIIAT

QA EGINER REIEWAND COýNCURRýENCE:

LABORSTA ,ACT- f24 DATE INITIATED

124 ATIVIT NO.TASK ESCRPTION

AL EN2:ý DE ACTIO COtEE

GACT

DIST0RIB

T AFEs-.~SG

AT

R

ALN DCRN COES TOIO

COMPLELE

ZV5-

ENGINEERING CHANGE NOTICECOVERS14EET SWp W~ 0314 506

feCpOsf ISSUAMCE Of OPERATING L)CZMM

TENNESSEE VALLEY AUTHORITY gWtNoo.

DIVISION OF ENGINEERING DESIGN we bw atzC*~ !

Froe: CeAftVtr Proae MaegW

DATE MAR 14~ 9 r2

was U Ansalyla Requird Yes IW__

-- 4

SCOPE

DRAWINGrS OR S MoS INVOLVED yes Data ab'aEhYe o n

oDar Dataet RmhW~d Apr9 Require

S" .99- -o -

Electrical -i-

66OChanCUI

;.,.2. -_______

C9911. U. mop04

Mach t'..ýE

vve WIn.& psajirla l RaQwued #Of PSAR or TSAR Ysq

or.4 KlwýIT Required le, prpeato~ Twob

smovic""L pIf Yit al Torm No.

Vender B&Ck&-wWUI-k

S.4smic Anooyoss Reuore

sarsaCA. WOn ~lT boO~ eCCRE.n ctorfil rmen~ Report Required

OA APplif

--------------------------------------

cc e*e -

Woo ""111=C W~~ iltM wavJC?. emi

came. cc... 554am.

~NN5S~~ALEY~~hOrrv-. -. ENGINEERING CHANGE NOTICE NO. Z3/ -- ; RP'

Dlv LSION4 OF ENGINEERING OES#GN

S-. -Watts Bar Nucleer'Pfant, Spring Cih. TN E.. 7 -

p~~nProject_____ ______________ aleasedliy

p 2 G -9K Design oject Manager..

'reparing Section

1tepared.

otlPa~e (RO)42- ___ .1]4a~ft Eng. cr1 -.ý---L- -- : . .....

k.rectect: J2 32

SO WP--'833 r_4,L-5 -07WB -2:83 4 8--513.-

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WBP :83 f&173~'~5Q 5?-Vt

WBP I'83 1 :0 28U75 09-TNhet: ,T 'J 7 5 ] - - - -t 7-.-7-- 7 -.

-SCOPE

Troject E3AbFkLJI..I ~ L..r%~ Affected Units 42..ýy ste or.e3

teference &'Desciptiiii of Chan"_! ;7 ,4.J r-4=-&5 -QS U E. -r o7 UtV Y 2

0...

- -- ~- -~~-~---~ --- -,- .- ,-..- - - .-............ - . -.

S- . . . . . . . .

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-* 77777 7-7.7,.- *-j* .77. -. -. . . . - ... rrA7--'' ..** q .

I:

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.~--. 7... .- .- :7- SEE ASSOCIATED DRAWINGS LIST.- REVERSE SIDE.t

EV ~ R Ei-ATE SECT. GROUP R?0 ECIY D.P. TECIINO RVSO ,OTAL

40: ISUDAREO SUPV. IHEAD- CHIEF LERK MGR... . .. PGE

W2 3F_61IJ T- 2ap mg, Ycý Add dwn'C

r- (7_--_ iT•.i Q AsDO 06V&-5--dAQA 4,0,0 A,46- /R4r 3 -

lilE -cs DEET ..~,S,, ... I

-J XDD D W~1. 7)7 -

Is as folws :A.7- ~Aýu..UIR-ot IO nfofmatiofl - - -_--..... ... ... --- - ~ ~

9F-DTPANN AND CONTMO. STAFF. UIl2C7SC.-K-" - --- -.-- PL.ANT SUIPERINTENDENT-..A 7-77

M ErJ. *3cNITECTVRAL 3UPgyR PRMM vacua C-9 . - CONSTRUCTION PbOJECT .HANA*6U- - .7 .-E'* '-'.

:30LE. CIVIL UCGINEERINGC SftAcNH.W M22 C-4 _ 003. WIO V3863 . . . . .

:1I1kf,ý ELCTI~iCAI. £BrGIIENIU ORAflCS.-IC126 C-4 . .A...A.~*.- -A2143 64 S2-.! . ....

MIEF. SPECIAL DE51CA PIOJECTS. W20221 C-9 -.- .- ~ .. ___

I

-IW9

p . , 1 .1 , -

-4A

:2. nh--

TEN NESSEE VALLIEY AUTMORITY ENGINEERING CHANGE NOTICE NO.____DIVISION OF ENGINEERING DESIGN.- AA HE O

DAA.HET O

AFFECTED O -W -' -- ISSUE DATE~

UNIT-- -ORAWING OR BIM NUMBER -REV. EXPECTED -CUL

7 j

*PAGE

* - AT

L2zz 4-7- 6 43- -7-4

Taoý §55 AJL~' 3 ~ Li

7 -T -

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T~ s- - zt-

7W41_ --1- -7 -- -34

-7

- -S..,6 -

I

DRAWtNC OR ~JM NUMRF~

ENGINEERING CH ANGE NOTICE NO. -3 7

DATA SHEET NO....Z'.

DWG ISSUE DATE-

TV.A.ýi575E (EN DES-7-79),

TENNESSEE VALLEY AUTHOR ITYDIVISION OF ENGINEERING DESIGN

PEUPDATED

- -. - -- '7

J~--.REMARKS~ IREV. NO.DRWN OR B/ NUBR Rv XETDIAT

(p I /~')-~-B~I /O~2~~3_j4~71A/4~.ZL.-o L -.:- 1- - I-

_7 Q ~ ''3 3,47

1L4 -7 Vt/:i7 -,:2-2/ /0l 38

7-'~ .7. ~ ~ x r-

-(,D In-)5879 ./04

---- .~~777~7- --

PAGE 7

CuTrT

Al? - -;ý - /jz

I

DIVISION OF ENGINEERING DESIGNNONaCON FORMANCE REFORT

MES ~wo N.SOP M8 0125 178

[21 PLANT WATTS BAR NUCLEAR FULAT

83ý128AGOZZREIOR NO1 .

P4. PREPARMRORGANIZATIONIIDATE ~. L. flieh/S~P/Januarv 25. 1983DESCRIPTIONt OF CONDOITION

Box anchors 47A060-3-8 and 47A060-3-10 fail to meet the stiffness requirements for theforce in the z-direction as required by Design Criteria WB-DC-40-31.l5, section 7.1.4.Revision 1 of 47A060-3-8 aliowis 25.8 percent and revision 2 of 47AO60-3-10 afllws43.3 percent of the load in the z--direcrion, applied on one side of the anchor, to betransferred through the anchor to the other side. Section 7.1.4 of the desigu~criterialimits a load transferred through anchor to 10 percent.

76DATE OFOCCURRENCE EST (X ).ACT.( 12/8/80

77 METHODoF DISCOVERY D'c; r,, r'a 1

WSIGNIFICANT CONDITION ADVERSE TO DUALITYYES93 NO71

I B~ *RANCH c~i4EF/oATEL~i.COoE ENDES-EPS-011

[jTRECTWvE ACTION

fl,

f- - -. f F 1% ME GUEST NO

't -& C-EDULEIkWACT f

i-:S-al

NONCONFORMANCE REPORTCREPO~RT NO, WIMSWM 0

ýCAUM:4 IREA.RNED IF SIGNIFICANT)

fli ,~.. ~ -- - -. -. IO YES)) 11011

*t ACIO REGUIREw TO PRE VENT RECURRENCE: IREOUIRED IF SIGNIFICANTI

IS*INDEPENDENT REVIEW.

120 LABOR EST.1 1. ACT. 4 MH SCH4EDULE EST. 1 1.ACT. IIDAS722 ACTIVITY NSO TASK DESCRIPTION 24DATE INITIATED

EMANARKS:

r~l OS~p~jTI~f 206ALL EN DES ACTION CORIILETE

ENDE PROJECT MANAGERACMSoeF. WellOFF Ica OF GA

______________

MamG4; -- *8RftAHiCN CM MQ DDAGATEkSM Ow 5qwam fCAswASSUT&ftT TO TWE MANAGER OF EDEC flwwt

m ~w %-~saft -aw iq-'ww kcal* OSrt&auTW AFTER TvQS StGf~tA~l

" S.NDCA.11l COPY TO ftl&ESN WESAC&SW

YES No "

FORM 3


10520DIN501210520.92.0000

ref: 10520DIN3549

Finding Number 1F1/31/2 / 1


The Findings.Report described that a footnote to FSAR Table 15.2-3 gave animproper reference. FSAR Revision Package No. 364 (NEB 830622 260) wassubmitted to the Nuclear Licensing staff of the Office of Power on June 22,1983. This mechanism is a controlled and positive closure system for makingESAR revisions. The Revision Package corrected the improper reference in thefootnote. Attached is a partial copy of that transmittal with the relevantinformationi' No additional action is required.

Program Team MemberA Z3843

Date

Date

Date

U±EiJL Program M.anager

Black & Veatch__ ~-

Classification: Type 04LI Category .6.

CA 6.4Ik & Veatch Project Manager


f00,

Date

/ -I-3-Date

'VA 1013 (9NOii.10401

tCNr=Z STATUS GOVUCRNMNL'4


TO L 4. ills, %anager of Nuclear Licensing~, 4 '830622 260FROM John A. RAulston, Chief, Nucleir Engineering Support Branch,

DAE W10C126 C-K 6(;XW7 i

SIJCF:~*&Li.. )q.aj.~La4' - FSAR REVISION PAQtAC V0 U3,4.-&C

Attached is FSAR Revision Package NoJ&& The package containsapproved OEDC design input in accordance with ANSI ',45.2.11 forincorporation into the FSAR. As such, the material should not bechanged substantially without the prior wiritten approval of NEB-NLS.

If you have any questions on this matter, contactat extension '111l

Attachmentcci ýal attachiments except figures

Principally prepared by C-r extension 7/ '/,

DEOS ;FSAR. It

~mummBuy U.S. Savings Bonds Regularly OR the Payroll SaVings P14n

TABLE 15,2-3

BALANCE OF PLANT ASSUMPTIONS USED IN STATION BLACKOUT ANALYSES

Value Used InAnalysis Criteria

y Feddwater Delay Time -60 sec At least one motor dri'ven aa~li~n,..

Auxiliary Feedwater Temperature

Number of Auxiliary FeedwaterPumps Delivering

Auxiliary Feedwater Flowrate

120OF

4170 gpm

feedwater pump will attain ratedflow within 60 seconds after ini-tialization of accident

(1200 p

Minimum of 1 train must deliver tothe steam generators

3-470 gpmG

*Section '6.4?gives the interface criteria ror- the Auxiliary Peedwater System.A -

Item

Auxiliar

OFOM 3 10520DIN521510520.92.0000ref: 10520DIN3542

WA=TS BA.R =LJCZAR ANINDIZIFINDZINT RL-VI:

Finding1 Number IF /3 /2 A4

Corments pertiment to finig

Corrective action is complete for unit 1. TVA has redone the calculations foranchor load table 47B427-382 R4 and issued the subject anchor load tableOctober 3, 1983, which created a new roll number. ECN 3511 encompasses allBlack & Veatch changes and can be closed when those changes are complete.NCR WBNCEB8233 and NCR WBNSWP8309 were written to address the anchor loadfindings but cannot be closed until the ECN is closed. The unit 2 anchorload table, 47B427-450, that was referenced had calculations in place; there-fore, no corrective action was required. The unit 1 anchor load table,47B427-382 did not have supportive calculations., Hence, the calculations weredone and the anchor load table was revised.

TVA References: NCR WBNCEB8233, ECN 3511, and NCR WBNSWP8309

2 '' _Arogriam Team hember

C~ O~ Proram anager

airmanz, "ell Policy Cc==*irtee

ate

Date

B lack & Veat ch -4k5f" VG4/10ý C&A O..V 4'Ppyv7'4:*~.~4'i

Classification: Tlype _____________Category 4

3d'fck & Veatch Project Manager

Sack & Veatch Senior Review Team Cnairman

Date

2-a241e

215e


CEB.9 2 11 17 02?En REPORTNO. ____________

ý21PLANT Watts Bar -F UNIT 1

ýF4 PREPARER/ORGANIZATION/DATI 1 JJ WgerTECBPA2,198

WDESCRIPTION OF CONDITION

Problems N3-3-13A and N3-3-14A are unit 1 and 2 analyses. The unit 1 anchor designf or nodes 14C, 295, and 310 does not have calculations to support the anchor loadtables. The present anchor load tables are nonconservative. This may not be theonly occurrence of this situation, hence further investigation is needed.

DATE OF OCCURRENCE EST ( 1,mACT. ( )1/80, SIGNIFICANT CONDITION ADVERSE TO QUALITY

F7 J OD OF DISCOVERY Black-&-- Veatch 'Review YRNC HES NOTR ODE (EN DES.EP 8.01) jýI _ANCHCHEFIATg -- JA~ La J/fL

2JCORRECTIVE ACTION:

RECTVE CTIO DEIATE F6M A DESIGN CRITERIA REQUIREMENT YS O

I~DESIGN CRITERIA DOCUMENT NO. EXCEPTION REQUEST NO.

ECN REQUIRED D3YES NOQC ECN NO. 3 oSCHEDULE IMPACT 0 P __A3OA


!ID REPORT NO.IASSIGNABLE CAUSE: (REQUIRED IF SIGNIFICANT)

15 THIS IS A GENERIC CONDITION YES E- NOC


0QA ENGINEER REVIEW AND CONCURRENCE:

LABOR EST. ), ACT. ( )MH T -SCHEDULE EST. ( ), ACT.(

ACTIVITY NO. TASK DESCRIPTION DATE INITIATED

f275 REMARKS:

DISTRIBUTION:CONST PROJECT MANAGPEREN DES PROJECT MANAGERGABOEDC QANEB (for Significant NCFRIs)*MEDSNSRS (for Significant NCR' s)

* ISTRIBUTE AFTER THIS SIGNATUREHANDCARRY COYT NEB-NLS.

ALL EN DES ACTION COMPLETE:

-BRANCH C

/

KEL

ENGINEERING CHANGE NOTICECOVER SHEET swp 13 031-4 5O6

(9gEFORIE ISSUAIClE OF O4PEPIATING LICMENSE

TE NNESSE.E VALLEy AUTMORITY 4O

DIVISION OF ENGINEERING DESIGN 'Nf ba, At M' e

Frem : Dirvi P70 --t M -e9W A m 2 4 8 3 3 2P f f1 •DAEMAR 14 SM

was w Analysi RAqWw Yes__No__

SCOPE

Af"twIe~ & Description of Chaow FY

DRAWINGS O0 YesS Do"LVE Br anch entad'(Dar 01111.1- D1 Shet AppIWepe ftW'd(Daa soot Reuiril)No Available

CMIE-

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S.iWM fIPM& ~GISJI' aCam Raguvir for PSAR or PSAR

0099641 Vist valwe?, Req.1.d 0? for keo-t-a Timb

&aevi"4 wpp Was-@ -f I es. Twil NO.

Voierea B'cahm" Imfoead

Seismic Analysis Remusted

-.- SC^L WOO VSUT ME OOfte MlfOAE: Nofconlorvrw~c RepXI"Ort Rquiedd

ft.00 . '-tj..7 ~ GA Applift

T-t L-6 sec~it) $ysten idiftsed S

.,a A 91t.eay o

CC ~~ - . ~~ 15) reClif. asset4as ~ AY.~~aO

mlC*Y.-,&tS Usesl

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me? emeto*.4d~~~ 1m. ~ alas wew

C.5w 1as.

-TENr4s VALLEY AUTHORrrV-Y- 7NtNER CHANGE NOTICE NO.I- - DATA SHEET NO.+~

TP aSOttsNGNERN Bar Nucleetr Plant, Spring Giy TN

Project Managaw.~ ~ Released By/A1, 4 19&37171. -.- i/-j,- _Design 7oject manac~er......4.

Ireparing Section -- ~-7-fr*- /,••515-- A 2. .z

- . 41

*u~ervisor: .-

7! ~

SO P'3Q ~ 50

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WBL83~~ 027, 5A

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-7

- -SSCITE DRAWINGS RE RS

DAT _ý .. .'CT *ýOu B1 PAGEN DP.

0]ISUD ARED SUPIV. HED CIF LR O. -- , C-ESCRIPTION OF REVISION.~ 75 -. -

-I4r83JH N JrEm t-rf- -M %nr--rl-r.,rLI - A

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t7~tfomto - 77,t_ _ _ _ _

: L 5-.- -

NICE. ACOSTT PkN il AND CONTROL- *TAPT,:WAjC7Z4 -C-9STRCTIO.N SPE'WCT~~g---.~ sMIE, ACHIVTLECTUIERAL SUPPORT V922 C-KM CONSTUIO w5S6ECC..ýN . .-

VIEF.- ELECTWICAL-ESINIEEUISG SfACI.62 5 ... 3.-&SaC 3--------- -5-

IEF, SPECIAL DESIGM PROJECTS. WZD224 C-9 ,4

-5 n

'rep rediy:*.*

otýl Pa4es (RO)ý.dz

JR1

krchitect:. Z -Z 2

2ý

.77 ýTL-- 1-:r- -, -. ;

~.~ENGINEERING CHANGE NOTICE NO.___

. ~~ DATA SHEEi NO.':. AG

AFFETED. Dwa ISSUE DATE LDNA'DNAT-N OR 81M NUMBER -,EXPECTED I-ACTUAL- REAk E

'A .3. -- -93RE

v'-;q~ -7 A - 2 --"-

IIVqI7,4I -"I r- I.1 Y .---- _ ~~~***

~~ 1- _ f--3- -7 3

Cc Z -----

.2-I . - ~.-;2- ~ ~ ~ ~ ~ v no .. 0_1 ~ _ i -7?~:Zi

oe. I." I J L F/ ~-n /Oki f

____________.3r_ 3 /0;

+73-:1 -7;____ -

TVA-10CS75E (EN DES;.7.79).,


ENGINEERING CHANGE NOTICE NO. 57/

.DATA SHEET NO.-Z.I'

* . - -. - DWG ISSUE DATE-

DRWN OR BI NUMBE RE -PCE REMARKS i-RV.

SINE UPDATED:DATA Sl-ýT

1 L7W4-17.. 2D/ "0o3{ s-~4L4- 64-17---- 3 LJ:1s 5-L

-7_ -:ý23

-DE ET A rLV* -sA-lA

tp I - - -- 8

-~1 --- .

PAGE 7

A/ ? -- -;ý - /ý Z


MES amto N.SO '8 0 125 178

EDPLANT W~A~rS BAR NUCLEAR PLA1~r

83ý128AOOZZ 0.1 UNIT 1

td PREPARER)ORGANIZATIONIOATE R. L- TliehISUlJanuarv 25. 1983

Ele0SCRIPTIOOV OF CONDITION

Box anchors 47A060-3-8 and 47AO60-3-10 fail to meet the stiffness requirements for theforce in the z-direction as required by Design Criteria IJB-DC-40-31.15, section 7.1.4.Revision 1 of 47A060-3-8 aliows 25.8 percent and revision 2 of 47A060-3-10 allows43.3 percent of the load in the z-direction, applied on one side of the anchor, to betransferred through~ the anchor to the other side. Section 7.1.4 of the designucriterialimits a load transferred through anchor to 10 percent.

LJDATIEOF OCCURRENCE EST(IX .ACT. 1 12/8/80

17 ETHOD OF DISCOVERY r631 L r-")

u NOCOoE EN OES-4P8.O11

is CORECT.VE ACTION

SIGNI FICANT CONDITION ADVERSE TOOUALITY- T NO 1

11

72 f E AC Q E*' O' I~P R( I e.-p I ~ W!

t-.FTIEQUEST NO

3 511 21 75 SC-COULEMPAC? I CA

*BRANCH CHIEFIOATE t;*a I-2S-8-j


E RE~0R~ V~~WpS 3O~-2ei ASSIGLAm CALM: fR.IGURED OF SIGNIFICANT`)

YES) " NO I

ins ACTION4 REQUIRED TO PREVENT R ECURRENCE. IREOUIREO IF SIGNIFICANTI

Ctq *INDEPENDENT REVIEW.

20LABOR EST.( I. ACT. I I mm 2 SCHEDULE EST. 1 1.ACT. I DAYSACTIVIT'Y No. TASK DESCRIPTION 24DATE INITIATEDRlEmARKS:

CONST PROJECT MAN.AGER R. 1. Ilich, 375 CB-K ~ LEIUCINh~JS3P E PROJECT MANfAGERA

Of 0ICE OF CA

-. uzA&*BRANCH4 Cm4EPIOC. DATEkIf lfw~q I-Cg

ASSITANT TO TM! MANAGER Of: Of DC Kkcttv8-w %wow suiWe, --kw Sq-'.. NCR,

.0 0STftl*4Tt AFTfR TMIS SIGNATURE' A=& T CP TO outeSJL.S M tACE31 I

El REPORT NO. VRXVP8309

M17 rMIS IS A GENERIC -M-1

FORM 310520DIN515110520.92.0000ref: 10520DTN3915


Finding Number /F/3/2/8

Comments pertinent to finding:Valve data sheets did not agree with the system design pressure and temperature.The data sheets were corrected by NCR WBNEEB8207 (attached). The correctiveaction has been completed.

Frgam/Team Member

6 cPrgram Manager

Chai an, OEDC Poi Committee

DateL9I

Date

D ate

Black & Veat ch 12J ý Ile 4.4J.i~

Classification: Type 47 Category .I#-

OPl- ~& VathPrjctMnaeBlack & Veatch Senior Review Team Chairman

/L,/t-7

Date

2- // S-'Date

A(

Z'



REPORT NO. WBNEEB8207

D2PLANT WtsBr N ft~lear Plant UNIT S 1 and 2

D PREPARERIORGANIZATIfNIDATE A. F. Massey/EEB/11-30-82

53 DESCRIPTION OF CONDITION

The design pressure/temperature as shown on the data sheet for the following valves does

not agree with the Dressure/temperature per Drawing 47W803-2:

Instrument No.

PCV-3-122, 132LCV-3-148, 156, 164,

171LCV-3-148A, 156A9

164A, 171A

Contract Item No.

73C34-83577it

76K3-87379

23

11-1

Per Data Sheet

1635 PSIG/1000F

Design Press./Temp.Per 47WB03-2

1975 PSIG/1200 Fof

1650 PSIG/1200 F

361 DATE OF OCCURRENCE EST( ),ACT.(X) 11-9-82:7] METH4ODOF DISCOVERY~IC and Net~ tinE UNID CODE (EN DES.EP 8.01)

F-1 CORRECTIVE ACTION:

Revised data sheets submitted to EEB by SW? 830408 046 to change procurement design

specifications to agree with drawing 47W803-2. Memos EEB 830711 905 (contract

73C34-83577) and EEB 830711 925 (contract 76K3-87379) sent to PURCH to verify with

vendor that the changes will have no effect on the equipment furnished. Our investigation

has determined that the revised design pressure and temperature will have no effect

on the equipment furnished.

CORRECTIVE ACTION DEVIATES FROM A DESIGN CRITERIA I

13DESIGN CRITERIA DOCUMENT NO.

ECN REQUIRED QYES- ---NO3 ECN NO.

v~~fl lan ~X1


UA UA NSCHEDULE I PACT [] P

NONCONFORMANCE REPORT Z11qID REPORT NO. WBNEEB8207

F4ASSIGNABLE CAUSE: (REQUIRED IF SIGNIFICANT)

LaTHIS IS A GENERIC CONDITION YESUL NO rR


EDLABOREST.( ).ACT.1 MH 1H SCHEDULEEST.( ),ACT.( )DAYSACTIVITY NO. TASK DESCRIPTION DATE INITIATED

fiREMARKS:

This NCR is complete.

DISTRIBUTION: LM ALL EN DES ACTION COPYECONST PROJECT MANAGER BRNHCIFO.ENDE POJCTMANAGER

*RNHCIE/1GOEDC CA

" ES (for Sinilficant NCR's)*6 EEB '830901 944RS(for SignIficn NCR's)F. Massey, W8A1 3 C-K

*DISTRIBUTE AFTER THIS SIGNATURE*HANDCARRY COPY TO NES.NLS

7= _-

.7/-a- -

MED '83 1027(THIS BLOCK TO BE COMPLETED mY TVA)

CH A NW-1ýQt40KACT

Adoaess 81l comrufllc~t Ion except Invoices toTENNESSEE VALLEY AUTHORITY

DIVISION OF PURCHASINGChattanooga, Tennessee 37401

Telex 55-8417 Telephone 615-755-3011

ANSWE ASAC K-T VAPU RT RFCTA

Taelcopler 615-755-3214

CONTRACT NUMBER must be shown on allInvoices, packaegs. Sh~ipping Papers andcorrespondenlce.

VENDOR CODE STATE OR COUNTRY TVA REFERENCE NO=. 0CHANE

CODE NOC

BUYING CODE ICOMMOOITYCODE CHANGE AMOUNT S

I I I I 482o Wo ChanizeVENDOR REFERENCE NO. CHANGEAT 0FR C EAT

_________________________ 10/21/837 11/8/71'ACCOUNT NO.

PROJECT

Sequoyah and VJstts Bar N'uclear Plants

Leslie Company401 Jefferson RoadParsippany, NJ 07054

AUXILIARY FEEDWATER LEVELCONTROL BYPASS VALVES

In accordance with Lutalie Cnitmncln's letter of October 14,

1983. which is hereby made a part of this contract, we

hereby revise the design condition for Item II-1 in

accordance iwith revised data sheet II-li, Rev. 1, which

is also made a part of the contract.

MATIX.D. fl"CIMSING

~C 2 6 ̀ 83

Reference F. W. Chandler's memo dated July 8, 1983.

EN DES 18)Expediting

All other terms and conditions of the original contract and previous changes of contract_(i]

Previous Total

Correct Total

No Mange

$87,936.00

TENNESSEE IVA Y-AUT(DRIIR o,Division of Purchang

ByPurchasing

TVA 394 (OP-7-80)

ContractorAuditor

K~athy K. Holder- PM

contract FilePurchasing A File

Accounting OfficeConsignee

Requisitioner (2)Plant Accounting

521

= = = M M ýý

October 14, 1983 File: 369

Tennessee Valley Authority750B Commerce Union Bank Bldg.Chattanooga, TN 37401

Attn: Kathy K. Holder

Subject: Contract 76K3-87379Auxiliary Feedwater LevelControl Bypass Valve-Sequoyah and Watts BarNuclear Plants

Gentlemen,

The change in -the design conditions presented in yourOctober 5, 1983 letter and Data Sheet II-lA have noeffect on the equipment furnished by Leslie Co. on thiscontract.

Yours very tru

Charles E. Eric'ssonEastern Sales Manager

CEE: jan

'~y~ -~

Telex 136445 .Telephone (201) 887-9000

TVA 10581-!L' (EN PES-2-77) EUSTONN.~ 77ITEM MU.IUAwITITYINSTRUMENT NO.DRAWINGBEronrr

I I MFR DATA (IF APP)

I -- 1

I- -i-

6T MANUFACTURER & MODEL I ~~e7 [UNIT PRICE UNIT WT _ _ _ _

SERVICE _________ Lak w

CODE CLASSISEISMIC iCI I~ ,.IhbIT CIIA fiji 12 s -a ^ .0'

I-IiUIAt, I Vfl Iirirut .I h;~ r~vvr ' I I.

:11I LINE SIZE!SCHEDULE -- 2--. 12 MAX LINE PRESS. TPSIG)V_ i z7-- -_______

S13_ MAX aP IVLV CLOSED)o 4 MAX TEMP & RADIATION _______0,F___

__ 16 ANSI CLASS MMATEIAL>- 17 END CONNECTIONS -___

6 T8 BNNET TYPE-_N G .

.__ 20 LEAKOFF CONNECTIONS

22FLOW~ CHARACTERISTIC pti Fd6P~qt. POCCO-Or!23 MATERIAL 5s ___

2_4 NOF PRTS PRT SIZE5 __

GU IDING __ft&

SPECIL TRIM -A rz2112 - Sprc J4L R.l4*lfeENI.~~S )wf6S~saeE o-DeepA' ~ ______

2LSIZE &STROKE '01________

SUPPLY 70_-_/V_0-_____

13- FAILURE PSITION CLC IE

13 MANUFACTURER & MODEL "7T IYP ASS/ AUGES Yes __E__s

FOR INPUT OF0 ~ Our~u-SHALT, BE S ,~

1 36 FITER-RE TYPE35 ,~~e _

'ýQ37 LMT SWTCE y~s pero _Xni~38 L.S. CONTACT RTIR - s-4 0/ZovN'C..~39 SLENOIDV VAV yes A~iI&i~40 --.V. CTI-VVO]IKGE4 /5'y 0 _S41 r/p _ __________ 56 00•4f7A X

43 FLOWING MEDIUMTMX LWA KNFOo 44SI NG CONDITIN AT _MAX FLOW(fL I L) TMX L TMl1FCv

c.) 46FLOW-RATE ~i _/1___46PRESSURE PLSIA/ -

= 47 TEMPERATURE Fop /QICL. Pu L(PSI) tzz_ý 2

049 CV CALC(1

50..... Q CV ACTUAL) __________

X---DATA BY BIDDER NOTES: (1) USE FOR 80% TO 90% OF ACTUAL VALVE CV

*--OR EQUAL (z) &rm*raroc 07-Nem 7-'4AJ 9A)6U11"471C mf*Y

NA--NOT APPLICABLE sF sa8sya-a4trmr,.sieocy16MS--MFR STANDARD ,f,1NLF0i*~SEE' I

M-6: DATE:

M-5: DATE: SP ECIF I CAT ION NLi, wENGR:VCiv DATE: 3-/-0 CONTROL V LVESPLANT: AQ14m' &ie ET~~4 NOA Ar- SHE

II

REOU I S I T I ON NO 97377

m

830725T0 1llQA Review Required: Yes _.L No_

J. C. Stracener, Purchasing Agent, 7451 CUBS-C EEO[8 ý-'U ui i 90SF. W. Chandler, Chief, Electrical Engineering Support Branch, WBC126 C-K

July 8, 1983

WATTS BAR NUCLEAR PLANTVALVES AND CONTROLSCONTRACT 73C34-83577MASONEILAN INTERNATIONAL, INCORPORATED

CHANCE Of CONTRACT

Changes in design preasure and temperature requirements make it necessaryto revise the data sheets for item No&. 022 and 023 on the above contract.Attached are data sheets No. 22, Rev. 1 and No. 23, Rev. 2 documentingthese changes. In our judgment, these changes will have no effect on theequipment furnished. However, please verify with the vendor and issue acontract change accordingly for documentation purposes only.

No cost change is expected.

All other terms and conditions of the original contract, as amended, shallapply.

Reviewed by:_" 9 Approved

AMr~l AVDR.F'V Attachments~*/' cc: Accounts Payable Section, E9D88 C-K

R. 0. Barnett, W9D224 C-K*H. J. Green, 1750 CST2-CMEDS, W5B63 C-K

--J. C. Standifer, 204 GB-K**G. Wadewitz, Watts Bar CONST (3)

S: i'.-' P,F, w

by:Chief, ElectricalEngineering Support Branch

CV

Principally Prepared By: A. V. Vickery, Bxtension 4031

043181.11

*Blind note; No impact on seismic integrity coordinated by our A. V. Vickery andyour J. T. Huie on June 20, 1983.

**Blind note: (Ref. SW? 830408 046 dated 4/6/83).

(D

I ITEMNOM. 23 MFR DATA (IF AP.2 'OUANTITY8.3INSTRUMENT NO. icy- -lysi,,164, /V, 17/

.4 DORAWING

.5 REFERENCE 5PS-C /,643S6 MANUFACTURER & MODEL t'I X

*__7 UNIT.PRICE/tUNIT WT.8 SERVICE 141e 'x* 9 CODE CLArSSEIsI C10g A TION IN'UT SI GNAL 4wajIt.4 rr/,sop - ______-__w____I

L' INE SZ' EULE ,zo-12 MAX LINE 'PRESS. MG~i) /75"S13 MAX A~P (VLV CLBED)

' 14 M'AX TEMP & RADlIATION /O _________r 5 IZE/STYLE 6ýzood _x16 ANSI' CtASS/MA~TEIAL' 900 *~, ri~ 7EDCONNECTIONS rzKo

S18 BONNET TYPEx19 PACKING x7

.20 LEAKOFF CONNECTIONSv.21 1_____________ _____________

27FLOW CHAR~ACTERISTIC ms x* 23 MATERIAL a7,~.S 57pj0e x214 NO. OF PORTS!PORT SIZE/.2.5 GUIDING*.26 SPECIAL TRIM AlwpovAeo. Aoe x

27 SEAT LEAKAGE___ ______

.28 TYPES29 SIZE & STROKE ,S K

. 30 SUPPLY KDi P*3? FAILURE POSITION .0Ar~ )

#L U~ .3 2 MANU FACTURER & MODEL 804~,sq ,J*,Z K!C.33 SYP ASS!GAIJGE 10"s-. 314 FOR INPUT OF /40~. 5-d..-q K..

F 35 14 -P. -SHrALL BE 3 P35Z6 /s-psxt X.36FILTER-REG TYPE 4.7AC-35' dc-5vaC K

.37 LIMIT SWITCHES gacaiq.,.w epCo 38 L.S. CONTACT RATING P*,C. /. Z. 3 K'39 SOLENOID VALVE I3-4Y 60,*t. z/. z.&) x

14O0 S. V. CO IL VOL TAGE I 6,2i PCj141 YA.?r'AL C';ERRT:E

43 FLOYWING MEDIUM W4 77f tS414 SIZING CONDITIONS Al A'.' , A7 VIN ztc~Z FLOW RATE 55~" ~.

PRESSURE (PSiA) '#o4~ac 47 TEMPERATURE (F)/D 4

'49 CV (CALC) (1) K........... Q CV (ACTUAL) ____________ _________

X --- DATA BY BIDDER .' ~ .. 7:A.~---OR EQUAL ( .4L4.eNA--NOT APPLICABLE(z c SbiP 4.E

MS--MFR STANDARD 1&--~~. ,4,q v-7)

M-6: DATE:M-5: DATE: SE IAINN./V

ENRA&DATE: 3-31-83 SPEIFCAIONNO_11W

PLANT C 0N TR t L vL[VTS-

orr AAr T

Z-7e,

-A

FORM 310520DIN510610520.92.0000ref: 10520DIN3553


Finding Number /F /3 3 /3/

Comments pertinent to finding:Document in design files the rationale for the acceptability of the auxiliaryfeedwater pump motors to exceed nameplate rating for event postulated in thefinding.

Memorandum to Files (EEB 830928 917) attached.

Program Team/Member


Charma, ODC olicy Committee

?Zt-ir -7j/ ?Dat E

Date

Black & Veatch -r-

Classification: Type____ ___ ___ ___ ___ ___ Category __ _ _ __ _ _ _

Date

'DateiBlack & Veatch Senior Review Team Chairman

4<

. ?-7/ .

-rv& ad tOI-0S4

5ý

UNITED STATLS GOVERNMENT

Memorandum-- Electrical .Engineering Files

TO

FROM

DATE

TENNESSEE VALLEY AUTHORITY~

EEB '830928 917

Barry M. .Fore, Electrical Engineer, w8Cl3l C-K

September 30, 1983

SUBJECT: WATTS BAR NUCLEAR PLANT

BLACK AND vEATCII PROJECT 10520 (B&V)

FINDINGS NUMBER 333

AUXILIARY FEEDWATER PUMP MOTORS

The purpose of this memorandum is to document TVA's response

to

and conclusions regarding B&V finding 333. Attached is a copy

of B&V finding 333 and TVA's finding response

and independent

review (Forms 1 and 2).

Barr Gr

%GFSJ-6 1111 At tachment

cc: F. W. Chandler, W8C126 C-K.

9/28/83 - FWC:JKN,-cc: C. A. Chandley, W7C126

C-

R. A. Costner, 14173 MIB-K, w/i

MEDS, W5B63 C-K, w/l

R. M4. Pierce, 104 ESTA-K

J. A. Raulston , W10C1 2 6 C-K, w/i

M4. N. Sprouse , WllA9 C-K

.3. C. Standifer, 204 GB-K, w/i

ii

FORM 3 10520DIN510710520.92.0000'ref: 10520DIN3932


Finding Numbher /F / 3 / 3 / 5


Comments on attached sheet.

Program Team Member

OEDC ?rogr-am Manager

Chairman, OEEEC Policy Co-itr eel

Black & Veatch

.Classification: 7ýrpe Category4

Date

DateSlack&-'eatchSeior Review Tea= Chairm-an

ate

Da te

Date

Zu- t& 4,U2.1ý C ý/ 77VW -rot-,, 3 C,,,, ý

vZq

FORM 3

WATTS BAR NUCLEAR PLANT

INDEPENDENT REVIEW

Finding Number F335 (Continued)

Comments Pertinent To Finding:

Corrective action for this deficiency was in progress prior to theBlack and Veatch audit. TVA is in the process of compiling a reportwhich will contain the qualification in question. This report will bein accordance with EN DES-EP 3.03 (Design Calculations).

This effort was brought about by NCR CEB 79-23 (copy of NCR and finalreport attached). All requalification documentation will be completedby fuel loading and will be tracked by CTR WBN-E164 Rl (attached).

The following issues were identified as the basis for designating thefinding as open.

1. "The position, ... that the valves are remote from thecontainment has no bearing on the accelerations since the pipingwill modify the dynamic input."

Isometric 47W427-218 shows the pipe routing and support scheme forthe problem in question (0600200-05-01). A copy of this drawingis attached. This isometric shows that the piping is attached tothe steel containment vessel (SCV) at only one point (node K(3).One point is attached to the steam generator (node 99). All theremaining supports are attached to the interior concrete structure(ICS). The SCV is the source of the acceleration in question(DBA-ZPA).

It is obvious from the isometric that the valves (nodes 64CG,65CG, and 108) are, in effect, rigidly attached to the ICS.Additionally, this area is isolated from the SCV by many supports,many feet of pipe, and several changes of direction. Therefore,the remoteness of the valves from the containment does have asignificant bearing on their accelerations.

2. ". . . some internal (valve) parts may not be (satisfactory) . . ..

TVA's statement made in our level 2 response, "Valve design issuch, . . . loads." is shown to be correct by a review of theattached analysis report. This is the analysis submitted by thevendor for the valve in question (6-inch Borg-Warner swing checkvalve).

2

DEO3 :013312.04

Z74

FORM 3



Comments Pertinent To Finding:

Page 9 of the analysis gives a tabulation of calculated faultedcondition stress and allowable upset condition stress for theareas of the valve which were evaluated. Page 20 tabulatesseismic stress at the first three of these areas. A comparison ofthese shows that for these areas seismic stress is negligible.Page 9 also shows that the calculated stress for the next fourareas would not exceed the allowable stress if the seismicacceleration was increased tenfold. Seismic accelerations causesuch a negligible load on the disc that the vendor did not includeit in the evaluation in the attached report (TVA concurs with thisjudgment). Thus, it is shown that those areas with highestcalculated stress versus allowable stress ratio are largelyunaffected by seismic loads; and those areas with relatively lowstress are strong enough (due to standard design) that there isadequate margin to accept much higher acceleration levels.

DE03:013312.04

Z70'


F335

The information submitted by TVA on Form 3, along with the informationcontained in Finding Report F335 and Document Review Record 554, have beenreviewed. The conclusions reached are as follows.

1. The discussion of the proximity of the valve to the containment isconsidered to be moot. The accelerations cited were calculated by a

verified computer program and are in situ values. As such, theirorigin is of no real consequence.

2. The partial copy of the Borg-Warper Report has been examined, and

the position taken by TVA is considered to be defendable based onthe tabulated stress summary. The basic body was considered accept-able based on TVA Form 2 response, and the remarks indicated a generalacceptance of that portion of the valve.

Examination of the Stress Summary for miscellaneous valve parts, as-

suming a nominal 10-pound deck assembly weight and the 11.5g accelera-tion, suggests that sufficient margin exists in the design of thearm, clevis, clevis bolt, pivot pin, and deck to accommodate the

higher "g" loading.

3. The re-analysis effort, which has been undertaken in response to the

NCR CEB 79-23 Report, will re-evaluate this piping. This effort isshown by the attached copy of the CTR to be in a documented trackingsystem.

Based on the above, this item is considered to be resolved.

-Z7-7

LJIV-41 OFbt V A I~.LNtVAUIN I f)I LI I ' C~L '79 0612 01201_I _ _ _ _ _ _ _ _ _ _ __1(.N E

NONCONFORMANCE REPORT 1ubV n 2a on T ,4J

"jtWattsa bar :IFLANT WattS Bar I~; n~~Z. Douglas W8AngIrTOX DATEu* 05 5 STiz

0 gall cntajinmmt vessel (SCY) oomater model analyses tolLavirg a design basis accident11A) indicate shell displacementn in~ and out at approxiuately 6 cycles per second. Piping

attached to containment was Analyzed for enveloye static displacements but not inertial.effects.

79061 4H0211 6DATE 0?OCCUIRENC8 M) ACT.( J~une 51M ac" REQUIRED YES 0 No 0METHOM Or DISCOVERY Desi Review SIOKIPICANT CoON ADVERSE TO QUAUTYUNID CODE (KNOES-EP 8.01) VMS ~no Q8C)IRDULZ WMACT F (3 A 0 N 0 ANONC CNIZT/DATEASSIGNABLE CAUSE - / I'lEnvelope MBA displacements were conisidered to be adequately conservative to account florinertial effects.'

CORRECTIVE ACTION.Piping systeme attached directly to containment vill be -reanalyzed for fLBA using time

ory displacement data from the containment compter models.

ACTION RELQUIXED TO PREVENT RSCUDRENOX:

~'COMPLETION VERMWI BY BRANCH CHIEPIOROANIIATIONIDATZWARKS:

3A GOMOIIP-NOUIEERINO SEC`TION XC _________________"5 0A CHIEF. QUALITY ENGINEERING BRANC-H

S. e ab"w NCR%) QED USE

U'NITED "ATU GOVZXwr 800214A0397 ~

Memorandum TENNIESME VALLE ALJTORrTY48-100O211 016;

TO 0. F. Dilworth, Chief *~AoUi fgine~rwp VOC2.2 6 CA

FROM R. C. Barnett, Chief, Civil ftg4ne.ij* ftanh, WA2& C-.[

DATE FEB 1119S3suBJEcT: um.~ sm 5M1LJ PLANT tUlT 1 AND 2 - IMA MWDD1I CF AT 1m CO1ZAI3W

NDT 3jOPMM! ACCWWEN FM IN X3SIM - ER CI 79-23 -FXLRPR

Attached is CDl's final report an the subjeact nonconformane.

R. 0. Barnett

j?9~ ROB :JBR~t:E1r) Attachmntcc (Attwcmnt):

Ray R. Dumham, W13A9 CAKJ. P. Knigbt, W3210-0r-

R. K. Pierce, 2D4i GB-K (2)

1'L&wy U.S. Smixts Box&s ReSW&vWy ox se Psyrofi Sassas pt..

4O

77q

WATTS BMR NUMXMA PLANITNCR Cfl 79-23

10 CER 50.55(a) REPORT 2 (MIAL)DaA NO~VDEY2T CF STEE CONTAINMENT

NOT PROPERLY ACCWNTE FOR IN DEIGN

Description at Deficiency

Piping which penetrates the steel containment (SMv) vith rigidpenetrations or is rigidly attached to SCV was analyzed and designedwithout adequate consideration for design basis accident (DBA) move-ments of SMV. Specifically, earlier analysis and design of pipingsystems penetrating the steel vessel incorrectly accounted for thefol~lowing:

(1) Most piping systems which penetrate the steel vessel aresupported by rigid pipe supports, springs, and/or bymechanical seismic supports (snubbera). .However, thecontainment and piping response to earthquake and IIBA motion israpid enough to cause the snubbers to lock up thereby preventingmovement of the pipes.

(2) The displacement of the vessel wall and attached piping (at thepoint of attachment) was incorrectly assumed to be only outwardfor the analysis and design of certain piping systems wheremovement of the vessel wall was considered. However, inwardmovement of the containmnt vessel must also be considered where

vessel wall movement is important.

(3) In the original analysis of Sequoyah and Watts Bar pipingsystems, TVA's analysis approach was to conservatively analyzefor containment vibratory motion during a 1BA inside containmntusing static displacements. This analysis was consistent withthe anilysis approach and riiilosophy which was used at that timefor free standing steel containmnt buildings and was judged tobe adequate to encompass inertial effects. It has recently beendetermined that acceleration effects due to the rapid vibratorymovement of the containment vessel may not be adequately consideredby the static analysis.

The attached table lists the piping systems by penetrations which arebeing corrected for this nonconformance. All Piping systems listed arebeing reanalyzed to account for the inertial effects.* This reanalysiswill envelope any corrective action for the displacement problem.

-z oo

Safety LrliCRatlOna Statement

Had this condition, gone uncorrected, certain piping systems would havebeen overstressed during a flEA and could, as a consequence, result in abroach in containment integrity. This could have adversely affectedthe safe operation of the plant.

Corrective Action

TVA ban generated time history and response spectra data at eachcontairnment nozzle location for each of the six primary system DBA's.Using this information, all piping systems having rigid penetrationsthrough the WIV are being reanalyzed giving full1 consideration forthe flEA event. Also, the new flBA movements are being examined withrespect to bellows type penetrations by both TVA and the bellowspenetration vendor. NIo problems are anticipated with thesepenetrations.

The analysis effort-is still in progress for Unit 1 and 2. Wherenecessary, supports for piping systems arebeing relocated or redesigned.Flexible hoses are being installed to isolate the SCV movement fromsmall diameter piping. All analysis,-design-, and construction will becompleted by 1% power.

M - - M - - ý

WATTS BAR NUCLEA PLANT

Piping Penetrations Affected by NCR CEB 79-23

Penetration Analysis ANumbeor FXHome FH)

16293539A

40A140Bi.0D1411.2143A143B143C143D414148A148B49A

149B

50A

52535657

59

AAA

FRI

AAAFlIAAAAAAAAAAAAAAAAAA

System*

CVCS' (Discn)CCS (Disan)WDSWDSANW (Supply)ANW (SupplylCSAB (Supply)WDSPNSCVCS (supply)CVCS (Spply)CVCS (supply)CYC8 (Supply)CVCS (Discb)Containment SprayContainment SprayERR SprayERR SprayCC$ (Discb)ccS (Supply)CO (Supply)CCS (supply)ERCW (Supply)ERCW (Diach)EROW (Supp!X)ERCI! (Diech)

Pipe size

366

.7514143332222'4

12128833666666

Service

Normal charging to Regen HXR. C. Pusnp Oil CoolerExcess Letdown ICC112 to AccumulatorsaN12 to Pressure Relief TpnkAuxiliary FeedvaterAuxiliary FeedwaterAir supply for H2 PargeFloor Sump Pump DischargePressurizer Relief ?umnk MakeupSealwater Injection - RC Pump.Sealwater Injection - RC PUmpSealwater Injection - RC PumpSealvater Injection - RC PumpSealwater Return - RC PUMPSpray HeaderSpray HeaderSpray HeaderSpray HeaderRC Pump Thermal BarrierRC Pump Thermal BarrierRCP, CRDt4, Lover Cant Vent CoolerExcess Letdown IlKRCP, CRD14, Lower Cont Vent CoolerRCP, cRDH, Lower Cant Vent CoolerRCP, CRD*4, Lower Cont Vent CoolerRCP, CRDK, Lover Cant Vent Cooler

Sys Reqd forSafe.- Sbutdomf

I

WATTS BAR NUCLEAR PLANIT

Pip~in Penetrations Affected by NOC CEB 79:-23

PenetrationNumber

Analysis (A)Fix Hose (FH) Syetem*

ERCW (Supply)ERCW (Diach)ERCW (Supply)ERCW (Diach)ACSACSFPSEMEMACSACSERCW (Supply)ERCW (SupplyERCW (Discb)ERCW (Diach)ERCW (Diach)ERCW (Disch)ERCW (Supply)ERCW (Supply)CSASLWSFPSFuel Pool CoolingFuel Pool CoolingUhI (supply)ICs'Cs

Pipe Size

666622

1.1.52.22222222222

'46'42

.22

1212

Service

RCP, CRDM, Lower Cont Vent CoolerRCP, CRDM, Lower Cont Vent CoolerRCP, CRUM4, Lower Cont Vent CoolerRCP, CRDM, Lower Cont Vent CoolerInstrument Room Vent CoolerInstrument Room Vent CoolerRCP, Fire ProtectionContainment Atmosfphere MonitorContainment Atmosphere MonitorInstrument Room Vent CoolerInstrument Room Vent CoolerUpper Containment Vent CoolerUpper Containment Vent CoolerUpper Containment Vent CoolerUpper Containment Vent CoolerUpper Con~i-inment Vent CoolerUpper Containment Vent CoolerUpper Containment Vent CoolerUpper Containment Vent Cooler5er-vice AirDemineralized WaterService to RCP Spray CoverageFrom Refueling CavityTo Refueling CavityTHIl Valve Test LineGlycol Floor CoolingFlycol Floor CoolingSCV Hydrogen RemovalSCY Hydrogen Removal

Sys Reqd forSafe Shutdown

WATTS BAR mXLEA pLAIIT


"For description of acronyrms, see next page.

*rthe CSPiping between the excess letdown heat exchanger and the steel containment vessel in TV'A Class B and isrequired to function as a containment boundry (i.e., a closed system). It is for this reason that It isIndicated as required for safe shutdown. The function of supplying and discharging CCS water to and from theheat exchanger is not required for safe shutdown.

**ISystem does not penetrate SCV but is attached to the BCV.

WATTSI BAR NUCLEAR PLANT


Acronyms System

CVCS Chemical Volume and Control SystemCCS Comiponent Cooling5 SystemWDS Waste Disfposal SystemAYM Auxiliary Feeduater SystemFWS Primary Water SystemICS Ice Condenser SystemFPS Fire Protection SystemEDCW Essential Raw Cooling SystemDWB Deminieralized W49t'r SystemUHI U)pper Head Injection SystemACS Air-Conditioning/Chifled Water SystemEM Rad1iation MonitoringHC Hydrogen Collector

TvAl1018(EN DES- 9-83)

/ Lj/_-S 1-/LI- LCtC/

COMMITMENT TRACKING RECORD-

3 DATEFILED

// 7 / 3;


LAoti rl 1 1f

5 IDENTIFICATIONNUMBER

v%/e.) - 6, /./ e/

6 COMMITMENT TITLE _______________________________________

7 SAR TECHNICAL 8 NLS 9 COMMITMENTRESPONSIBILITY RESPONSIBILITY LOCATION

'j...~ P~~Alui 2jjscezr anj

10 TRANSMITTAL RECORD [FROM -TO - DATE (MEDS ACCESSION NO.)] - FOR NLS USE ONLY

11 EXPLANATION (INCLUDE A SHORT TITLE FOR EACH ACTION FOR TROI SYSTEM INPUT) -THE FOLLOWINGCOMMITMENT(S) TO NRC WERE MADE IN THE DOCUMENT/MEETING NOTED ABOVE IN BLOCK 9, 'COMMITMENTLOCATION":

A~r.*r ~ ~v,-qjAleJ- g 7),*oVI5 ~AM ý,Ji rjr ,ir ,jer~e

F l~r ZZL2. rf 2 ZW,,eAde4 !V-' AA, /--&oqAZCPN fI- A)MA i

AAn.riz A4 - C4) BY 0rr /e-

12RESOLUTION (FILL OUT ONLY AT CLOSURE) __________________________

DOCUENT OR SYSTEM~ TRACKING DATEOR CLOSING COMMITMENT: [DOC/SYS: ENTERED:

(STATUS AND INSTRUCTIONS - OVER)

RESPONSIBLE 2 DUEORGANIZATION(S) DATE(S)

CTION (ORG - GROUP - SUPV)

(2) WaP (l orkc vI3~'i,

(4)I I

I

Auclear Valve Division -_ Ene,

lBorg-Warner Corporation7_500 Ty. one Ave., Van Nuys, California 9409 .* . . - .

- SESMIC ANLSI I76 INdH, 900 12B

CARBON.STEELSWING CHECK --

GATE VALVEii*1

- - .- ---- ~. FOR- ~.. YENNEMEE VAL=E AUTHORITY

- ýATTS _BAR NUCLEAR PLA1~T

gyen REPORT NO. NSR 1455KAB*1-1.p ntPAGE

DATE 11.JAN 78

IAPPROVEDIThis approvoL. ow rat rogse turn owacor frowni any port-of Wis renawWW"s~

,vthe corecness~ of dai!ý.n, aWish W~dimoriom.

-ENNESSEE VAL.LEY ALMH)ORflY

AECPI V-1G SM) BY: L. R. PAMTRft5

.ns'd By Urv Smh 3

TVA FE 8 2~'pr,03ECT: WATTrs B~AR

CONTRACT No:T 7'.4-t~ qJ4

USEFL"9 _-S-BY

N~UCLEA VALVE DIVISIOTBOG -WARNER CORPORATION

7500 `]yrone Avenue~VnNuys, Califor'nia 914109 rll

t:

ý71

Nucleir Valve Division,Borg-Warner Corporation

S7500 Tyrone Ave., Van Nuys, California 91409

SECTION

2.

3.

3.4

3.1;.-

3*1.2

3. :1,3

3.2

3,204

3.2.2

3.2.3

I.4

J4..1

5.

Energyt RERT NO# NSD 14555KAB1-1PAGE- 3

TABLE OF~ CONTENTS

DESCRIPION

INTRODUCTION

SUMMARY.

VALVE ASSR.MBLY

Valve Body

l~ading

ýCross Sectional Proper-ties

ýSbresses

Arm end ~isk Assembly

Loading,

Cros~s Sectional Pr'operties

'Sbr~esses:

.NA.TURAI; WEJCIM OF VALVE A~

'Valve B13ody

CONCLUION

LU

3SSEMBLY

PAGE

7

9

10

-13

13

.18

18

31

31

32

32

39

39

42

'Nuclear Valve DivisionBorg-Warner Corporalion7500 Tyrone Ave., Van Nuys, California 91409

L(AG,'0r_ nergVJAI~E - gy REPORT NO,. NSR 45KAB-1-1

Ppt AGE 4

NOMIENCLATUE

b

d

E

I-

J

M

M

area -,U.,2

age(degree)

angle .(degreeT'

=pul~l -- (kip)...

d diamet er.:*of. -a circle (in)

defleebiom (1O in)

modulus:.of elasticity (ksi)

=nat uralfeq ny (Hz)

=accelerabidon (in/sec2 )

polaren mf-,_IertL ofinera in

- owenb Momenb o ieriap)

-mawz Ab)u

-weighii U1b)

reipoc1 fPoi-zson' s raet. o

.3044159265 _ra~io of circizferece '-o diarne'er of a ircle

ýreacbion .force (id.p)

=rad'u of' circle (in),

shear. force (kip)

Nuclear Valve-Division,Borg-Warner Corporation

500Tyrone Ave., Van Nuys, California 91409-

3 stress (ksi)

SLY. 3 eismic. load. fact or'

-SUM summnation.

T- = torque (ft l'b-,-:or in-kip)

vmode shape,.

w natural. frequency (rad-Lan

x,y,z =space coordinates, in car-t

x disbance (in),

y =disbance (in)

ZI section .modullm (in)

T ~ T lexibi-lity :"matrix

~Tv] unrit matrik.

mass. matrix:

'Iv] --mode -shape-

AEnErgWRER

__Equipmen REPORjT NO~. NSER 4;55KJAB1-1PAGE5

per sec.)

esian systemn

* superscri Pt

a axial

iInside, inte6rna~l

T. ow ind ex. of mattrix

columnn ind ex of mab

- *-* -C-,'

I

ýýuclear Valve Division

7;^': T-Yzrrc -c Var. Nuys, California 91409

max maximal value

p ý-'piping

= t an g eniia1-

.1,2,3 = 3ectonal.;'ýo cndibions

~ii~ ~ 7 ~REnergy.....SYX 4-Equipment EK~ u SR~~A~1

.?)A GE 6

- ~-7

Z?0_

z9/ -

PNucle'arWVave'DivisionBoJ_-g-Warrier 'COfpOraton

@730 Tyrone Ave..-V-an Nuys, Calitornia:91 409

2.S M MR7..

_ 1 Energy RPR O S i5A~-E~ie~PACE 9

ASSEMBLY .DRAWING. NO.ý 455KAB,1ý1.'

DESCRIPTON O1F.. MTERDI-. 2 ALOAL .CLULTD

UP-SET MOIDE: FAULTED MODEVALV SCIN .SPECF2CATION .KI > .(K'

BD,M M-RU SA35OL*GR.U1'24.,30 .54

BODY1,4ECK S SA350 GR.LF1 24{.30 10.29 0906 .2-1 9

BODYBONN.,J. .1A35 ~R~I212~4,30

ARM,~ : i35598,170

BOLT,,CLEVIS-ý. ,A2.16'iGRWCB -32.~4o

PIN, pvcrr A564~ TY 630

DISK SA105

403.50

29.*10

0.

8.21

14 .~2'

2.04I

.RE~JrMED CALMIATED-w

-VALE SETI.ON ICY;:EC fc yc IzS: c

VALVE BODYh1.3.0 5396A

VALLVE OY OS*3 .GG - 2fi28.87.

*~4

'.aa0'.

A.

Z,.

.v,. ,

S - t:-rValve DIVI31n- -

- Borg-Wa mar Cowrpoazon- 7500 Tyrone Ave.. Van Nuys. Cal loria 91409

~4't•:r~;Ene rgy~ .asoeinEquipment REPORT NO. NSR4SSK

PA=-

VALVE ASSEMBLY:

.. . .... I

-, C~~.~ A

uir of Mass-.

____ Eont .

-------------

7 7

-A-7-

1777cj -r''77

A-~.A. 4-.~J4-.. . .-.-. '

- FJIGWRE 4 ALVE ASSEMBLY-

-4no

X. 4,.

M9Z~

Nluclear Valve DivisionBorg-W'arner Corpo rption-7500 Tyrone Ave., Van fquys. Cafifornia 91409

-E n Eerg YItARNER

PAGEN~X

20

VkLVJE ASSE2-SILY:

TABLE -3-4 ,-1

TA-BLE -3-4.2

SEISýMIC-SThESSES kT- 'PrTAN ..

4~55t(AB1-.

SEISMIC STRE-zSSSK M. P LIE'E- -2:-2

34,3)

SEISMIC STFz'z-.--AT- .7 NS,-.

Z-~- V- '4z ~ - --, 7 "E

j' ý7 :7.4----

.4 ~ R

'77~.

.i. -. ~.--.-,".,

C -7. ý'-

Nuctlear Valve Division E,

7EOG Tymone Ave., Van Nluys, Caiiferma 91409

3. VALVE ASSR-SLY.

S4/A0 + Mh/f e A /21

and

The'ntrerical 'val~ues are tsabulated T. Tale 3-8@1.

3W2.3.3 'rlei-net'Co'nnsctin ...

The. clevlz. ~o, bne oncinwl eProvided byprimarily bhe fille6 welds. arot-jd'., -the clevis periph er y

. . .. . ... . . . . .. . ....

Irea~d~2(f 2d)) -1/12

ý ~effee wive-throat j

7-

0 7ýkf at

7

Thu-3 -

Fli/A + M3235' Xi. w /2 /I

fn' ITr'ie l~o~ ~zo ~ ~ ~ n ~T:ws-Y s-

Nuclear Valve Division Energy ro.tr~Wi~Co~poraion PG

75 y nre Ave., Va. u~ys, C~ailcrnia 91409

3. WILVE ASSý-r¶BLY:

eITumtI4ons* The ~a x~lzn'. moa~emt occl..&s a.-t~ he cerxant - of. tbed~isk: -(See. Figune .- )

k~ 2

where

q P -3andard calculate~i (oI- desiLgn) pessmze

IT irrosherkot "Theoy :of ae &es" i be72

mnus,.-Ihe :correzpoandirig ze.-sses are!*:Iý

Al-b .i~nat v ely onierin q t2reat 6h zenter, thefolJbowing'. forxmul~as :a:,be usd

-2-'

-4 -b I.t 1~ C,...

lc~msa_ý o th e.-. p. eLmv

(RJI!_P~~i- Roar K.. 2 :13L

At 1-E-x'. -w-r

Nuclear Valve DivisionBoa-a Ala.-er Co~.rpoa!oni E0Tj0c Avc-., Van Nuvs. Calhio~rna 91409

- ARREnergy,Equipment .REPOR~ I .N, ~ 45Ab

VAL'v7E kSSErMBLY:

TAB-PLE 3-9 . STRESS-DI-SK

Lý&AE1

q (k.43i)

h:,) 725150

3 5 80

K2

(in7-kip:,

(khi)

.)2 (k )

b

. e ......

D029

*~3-,33

279~

2773

5941

K~~ 62",O

A 86

S I I9I3-Lat~MtfrI V"I galI

I 2 I 3 I 4 5I 6I7 ISI9 I10 iPROGRMM DETEAWAOJILBY T/A REmsRT #D. CEN -RI-jo. aimimz I

PIP/NG ANALYISIS AMODEL I13 CURRENVT To REYISIOT 0 ' - -I - - -___________OF 5THIS OWNPIPINA CHAINGE3OO WWHI~~ON VANY .- , .C * ~ 1 ~x___se~~S 4Se

LATERR E VIS//SVOF THIS OWII. RAVE NrIOTREAL//RED r.EOA0IL.1'EZ4HA.9I I.E . somI -1 PX~nI A

A REANALY31S SLIT WILL BA INCORPORATED INTO ltIi i ~IIRE A,*4OB«8'$05S7"OLiN-NEXT REANALY3I5 OF IRIS FR!ILEA1. IAPERT~URE &-*P 1C ,. . A. O*4RRHIAAO

P''.AA S NUM' O02SD-AI HAs"BE- /Y SFOB /I fE' F~ %I -

TEDRAWNB G. 4IWHS7-ZI/AR Iis FVALyIDORI/WIT N ANEW DRAWIN& NIIMSER #1427WA 224zANDPRODOLEM

uNT/L 47W#27-ZZ#RO 1 ISVl/IED. 1~ I\( )E *.___ __

=01" If DEAIL.A IVA

. I'~ MI T- YSBS YS

ASAB

Js& ItC" n. ceI..3-SATAL8 ETI C DTAL ETILEX Y EAII

BuR I. CI'A --------

SY1lo I t vi 0 E 3r o *SOL Cis mftw

104 II4.'16DETAIL G DTIal*. C4's A. 14 A I S

16I ---

IDSA? Ita n A W A&..-TO IIJPA

"A as NAONG 6EOOENS-4

1ARALYING'UIts

A47AW aft. lip" as PS. zt& B INS

I-SA43 -0A-40- IAAllS44/A

f77 1 Z- 65 0 L15i 08 *s1to

O~e). ~ *~ /(jQ/9~' jAt 9/ r\ ~ REATOR CAMEINae. '5 PROBLaM ROME0 ANA

84 7 :3.e 11111 416ol43T T"1445P1.At 31 ATIPR mmkfia Us73 S ý* ItI111ICAMANDPS PW DCLIWATTSmr 1 B1 ARN

Aot) tATAw.karATMDALTPT. At'. a

mB) 291AS IL NG ETAL T ONE 1 M* G

'BIG -234 27

1 12

(03! u-w- l

Mou a £alp #

"Imm, aIwxTNaw

I d tig) asw 1. o

-18)-- I ma ,4 st~m

- fl -AM~l~f 51M

COL"ALNATN

Ma"

ASa a I mlCU ll

slslAURA ll/LC Fsto'S/SC .. .

rINDAS All Sr.AmlEsI.

IICOAL ;,Ts eAi"ANDIAIe8 1454PNSt TTAP9 l/5./LA7-014.

%GqVA5f ALL 2ZV 6M AR6.A 8Ib1'AHNfL*i)LSOWOB.STUEILMNI LINES~,HVh1IS ANOL On C/NA OSA ANO C17A ARCIO PER DB..AWlNG SEQiGS 476001fel?)IT, A WLMI/NO M.A5 00

5A REANAL'A150F WM PROBLEM0AN1PA14 F TV45OFISOPACO&OOO-01f

O0CUMINTAT/Om LOMWIBMEII79-9

ASSEEM CONIOINEDU)T 0MOTIALYBIS. ALA. CALCUALATIONS ANCTO 064H.tr.9 4101401-246..

46 ikls

/OINS N AVE .DCAL CO004.*Arm04 N 5DETAIL Z, EXCfOT AN

RA s t . f wv 40 cc

',A CLASS 6lIAs. QUPTU(LOC5 Ua~/ATCO AT 3T. 01. ZT

qMAINTAINED To ALLOW FARTWIGc P10124 MOVEMENTS.ruitt oLMIvEMLmT /cmilEs'l

M5 TIAN 1.0*All Or ASWaaI NOT INCILUDED, SEE UGI-SIL

.-- zl

0" FVI. X-409DuAL B DtMmIc AN~m.~

OJLZAR PLANTY1~B'

Also Avaflable O1nAperture Card 8402 160294 -)(,o

FbT).,

-=f

Týis Mae" *-^k-SM

F wIr

FORM, 3 10 520DIN5 10810520.92.0000ref: 10520DIN3933

WATTS BAR NUCLZAR PLANTINDEPENDENT REVIEW

Finding Number /F /3 /3 /6I


A compilation of valve requalifications was in process before Black &Veatch identified the finding. A report containing these requalificationswill be issued in accordance with EN DES-EP 3.03 (Design Calculatiolts).Documentation will also be placed in the procurement files for each valvewhich will reference the major report. The major report will contain thecriteria used in concluding that the valve is qualified for the new higherloads.

This requalification was brought about by NCR CEB 79-23 (copy of NCR andfinal report are attached). All requalification documentation will becompleted by fuel loading and will be tracked by CTR WBN-E164 Ri (attached).

TVA References (ECN, NCR, CTR, etc.): NCR GEB 79-23 (CEB 790612 012)Final Report (CEB 800211 016)

Team emberate

OEC ror mMaager Date

Chairman, 01,C Polic Committee- Date

Mr XAc C ZB lack & Veatch ~ ~ ~ I


ac &Vetc Pjct Ma2F~nager


Category

A 4

Date

Date

WIIAU.JCAI)F ~LANCEtLI REPORT CE 061 2 012~I Wktts bar- IMPLA Watts Bar = U n

Itt 1AC.NJMoANIZTIO MyATEr *U Tun . 197V bI?&ON OF CONUWTION

0e1 conltainisent vessel (acV) coo~qter model analyses following a design basis accidentRA) indicate shell displarnesnts in and out at aworxinately 6 cycles W second. Piping

attached to containment vat analyzed for envelop@ static displacements but not inertialeffects.

79061 4H021 1DATE Dr OCCtMRBNC EMUt(I ACT.( )June 5, meN RWitzuna ES 0 wo 0

ASSIGNABLE CAUSE: LIVýkrvelope DBA displacements were, coxisidered to be adequ~ately conservative to account fo-Anertial effects.*

CORRECTIVE ACTION:Pip~ingsystems attached directly to containment will be reanalyzed

soydisplacement data from the containment com~puter models.

'4

for MBA us.ing time

ACTION RZQUIXED TO FP3.XVNT RECURRENCE:

COMpLETIOW TVrnED BY 3aAHCIE CMKIKVRGAWIATION/DAT

~ A oaotw-g~eougzarwo 530110K CR CLOSED: _______________

A GO4IO ZRN8 ONCHIKA'.QUALITY ENGINEERING BRANCH WA-TRIda" (Ote MWAfte NCX% QED3 USE

TWA 10* O3X 0844*)

41. ~ .-- - --.

Z9ge

M M M M M ýý

~L'NITKD IT~

TO

FROM

DATE

SL'BJEc'r:

A=AOOVIW~ff800214A0397 ~

, randurn TENNESSE VALLE AUTHONiTY

UB '800211 016;G. F. Dilworth, Chief Nuclear Ing1.new, WIOM-26 C-K

R. C. Bmmett, Chief, Civil hsgintering brach, W9=4 C-K

FEB 11 w8WAMS MR X==U PLAN tUTMI'1 AND 2 - MEA UNDEM or' S= COUTAINWZ

NOT FROPEY ACCWIZD FM IN DESIG - NCR CDM 79-23 - FINAL REP~

Attecbed is CEB' final repwt an the subjeoct n==onnfmawo.

R. 0. Barnett

j?9~ ROB:JRR:EIMAttaebmet9 cc (Attacbmut):

Roy R. Duhahm, W~lA9 C-KJ. P. Knight, W122330 -

-R. K. Pierc, 2D GB-K (2)

&uY US. Sawsags Beank ReuWdy on the pay". SOVWug P~im -I-

* ~3M

WATTS BAR NUMLZAP RANTMMICEBC 79-23

10 CER 50.55(a) FXPCRT 2 (FINAL)DBA J.NVDENTS -O STEEL C~fITAflO1T

NOT FROMMY ACCW1ITE FC IN DESIGN

DescriptAion of DeficieMc

Piping which penetrates the steel containment (SCV) with rigidpenetrations or is rigidly attached to SCY was analyzed and designedwithout adequate consideration for design basis accident (DEA) move-ments of SCV. Specifically, earlier analysis and design of pipingsystems penetrating the steel vessel incorrectly accounted for thefollowing:

(1) Most piping systems which penetrate the steel vessel aresupported by rigid pipe supports, springs, and/or bymechanical seismic supports (snubbers). .However, thecontainment and piping response to earthquake and IIBA motion israpid enough to cause the snuabbers to lock up thereby preventingmovement of the pipes.

(2) The displacement of the vessel wafll and attached piping (at thepoint of attacmnt) was incorrectly assumed to be only outwardfor the analysis and design of certain piping systems wheremovement of the vessel wail was considered. However, inwardmovement of the containment vessel must also be considered wherevessel wail movement is important.

(3) In teoriginal analysis of Sequoyah and Watts Bar pipingsystems, TVA's analysis approach was to conservatively analyzefor containment vibratory motion during a DBA inside containmntusing static displacements. This analysis was consistent withthe an~lysis approach and philosophy which was used at that timefor free standing steel containment buildings and was judged tobe adequate to encompass inertial effects. It has recently beendetermined that acceleration effects due to the rapid vibratorymovement of the containmnt vessel may not be adequately consideredby the static analysis.

The attached table lists the piping systems by penetrations which arebeing corrected for this nonconformance. All Piping systems listed arebeing reanalyzed to account for the inertial effects. This reanalysiswill envelope sam corrective action for the displacement problem.

/e

Salfety Iinlications Statement

Had this condition gone uncorrected, certain piping systems would havebeen overatrezaed during a flEA and could, as a consequence, result in abreach in containment integrity. This could have adversely affectedthe safe operation of the plant.

Corrective Action

TVA has generated time history and response spectra data at eachcontainment nozzle location for each of the six primary system DBA' g*Using this information, all piping systems having rigid penetrationsthrough the SCY are being reanalyzed giving full consideration forthe MlA event. Also, the nov flEA movements are being examined withrespect to bellows type penetrations by both TVA and the bellowspenetration vendor. No problems are anticipated with thesepene2trationls.

The analysis effort is still in progress for Unit 1 and 2. Wherenecessary, supports for piping systems are being relocated or redesigned.Flexible hoses are being installed to isolate the SCV movement fromsmall dianeter piping. All analysis, -design, and construction will beconpleted by 1% power.

WATTS BAR MJCLEAR PLANT

Piping Penetrations Affected by NMR CEB 72-2-3

Penetration AnalysistANumb"r Fix H : 1!1U

1L6293539A39B'40A'40D40ODI41'42143A143B143C143D41448A

149A4#9B50A5OB5253

575859

AAA

PH

AAAPHAAAAAAAAAAAAAAAAAA

Bystem*

CVCS' (SDuppl)CCS (Disen)CCS(Ds)WDSAN (SppyANW (Supply)

CSAS (Supply)WDSNWSCVCS (supply)CVCS (Supply)CVCS (Supply)CVCS (,Supply)CVCS (Disch)Containment Spraycontainment SprayMMR SprayMMR SprayCCS (Diach)CCS (supply)CCS (Supply)CCS (Supply)ERCW (Supply)ERcw (Disch)EHtCW (Supply)ERCW (Disch)

Pipe size

3661

.75I.'43332222'4

12128833666666

Service

Nqormal charging to Regan EXB. c. pump oil CoolerExcess Letdown HXN2 to AccumulatorsN12 to Pressure Relief TpnkAuxiliary FeedwaterAuxiliary FeedwaterAir supply for H12 PurgeFloor Sump Pump DischargePressurizer Relief Tnnk MakeupSealwater Injection - PC PuMPS~ealwater Injection - PC PumpSealuater Injection - PC PumpSesiwater Injection - PC PuMPSealwater Return - PC PumpSpray HeaderSpray HeaderSpray HeaderSpray HeaderBC Pump Thermal BarrierPC Pump Thermal BarrierRCP, CR114, Lower Coat Vent CoolerExcess Letdown EIIRCP, CR114, Lower Cont, Vent CoolerRCP, CR114, Lower Cont Vent CoolerRCP, CRDM, Lover Coat Vent CoolerRCP, CP.D1, Lower Coant Vent Cooler

Sys Reqd forSafe. Shutdovn

1**

XK

\ K'KKX

X*-*

w 4W

IWATTS BAR N1CLEAR PLANIT


PenetrationNumber

6061626364.

319495666768697071

*727374.757677788283

110114115

Analysis (A)Fix Hose(FH) &Myatm *ý

ERCW (Supply).ERCW (Discb)ERCW (Supply)ERCW (Disch)ACSACSFPSRMRMACSACSERCW (Supply)ERCW (SupplyERCW (Di ch)ERCW (Diach)ERCW (Diech)ERCW (Diach)ERCW ~Supplyý

CSASDWSFPSFuel Pool CoolingFuel Pool Cooling-iii (supply)'CSICSHCHC

Pipe Site

666622'41.51.5222222222222'46'4222

1212

ServiceOys Reqd forSafe Shutdown

RCP, CRDt4, Lower Cant Vent CoolerRCP, CRDM, Lower Cont Vent CoolerRCP, CRDM1, Lower Cant Vent CoolerRCP, CRDM, Lower Cant Vent CoolerInstrument Room Vent CoolerInstrument Boom Vent CoolerRCP, Fire ProtectionContainment Atmosphere MonitorContainment Atmosphiere MonitorInstrument Room Vent CoolerInstrument Boom Vent CoolerUipper Containment Vent CoolerUpper Containment Vent CoolerUpper Containment Vent CoolerUpper Containment Vent CoolerUpper Containmient Vent CoolerUpper Containment Vent CoolerUpper Containment Vent CoolerUpper Containment Vent CoolerService AirDemineralized WaterService to BCP Spray CoverageFrom Refueling CavityTo Refueling CavityUHI Valve Test LineGlycol Floor CoolingFlycol Floor CoolingSCV Hydrogen RemovalSCV Hydrogen Removal

i

NOW

WATTS BAR NUCKLE.AR RLANT


*For description of acronyms, see next page.

"The OCS piping between the excess letdown beat exchanger and the steel containment vessel to IVA Class B an isrequired to function aa a containment boundry (i.e., a closed system). It to for thin reason that It ioindicated as required for safe shutdown. The function of supplying and discharging CCS water to and from thebeat exchanger is not required for safe shutdown.

***System does not penetrate SCY but is attached to the SCV.

WATTS BAR NUCLEAR PLANIT


Acronyms system

CVCS Chemical Volume and Control Systemcc$ Comnponent Cooling System

WDS Waste Disposal SystemAFTq Auxiliary Feedwater SystemNBI Primary Water SystemICS Ice Condenser SystemEFPS Fire Protection SystemERCW Essential Raw Cooling SystemEMS Deminieralized Wi~te~r SystemUHI Upper Head Injection SystemACS Air-Conditioning/Chilled Water SystemRH Radiation MonitoringHC Hydrogen Collector

TVA 10618 (EN DES -9-83)

/)L.S 1:LI: ccj~COMMITMENT TRACKING RECORD

3 DATEFILED

// I7 / Y


A a J r I 4.2

6 COMMITMENT TITLE

7 SAR TECHNICAL 8NLS 9 COMMITMENT

RESPONSIBILITY RESPONSIBILITY LOCATION

10 TRANSMITTAL RECORD [FROM -TO - DATE (MEDS ACCESSION NO.)] - FOR NLS USE ONLY

11 EXPLANATION (INCLUDE A SHORT TITLE FOR EACH ACTION FOR TROI SYSTEM INPUT) -THE FOLLOWINGCOMMITMENT(S) TO NRC WERE MADE IN THE DOCUMENT/MEETING NOTED ABOVE IN BLOCK 9, "COMMITMENTLOCATION":

AIm &fd £ i ' & ,, ry 12V r W.r g/ OZP5 A,,, 2 g Qf AAd~)4 AA VA';

Aa oezopjeE-41 9v 7k'Js opobEfý rAr/S 0 ,.5,Arz)1/rriM .JLrt'AI7'

,!2 Q 'zDez J31 /k/if 710,,.tFi 0CS14A) AA' 5)te (10TA

,4). wogr~~ Ane -2ra O, A" A)r '2es- BY9 Zzr -?;lgolU) 4AAA) rv oj&XCr,? S Pjgit)f ,oJýR RhO 5I* /ý-7 c Vp

u)vsr~qt e7t-x/id-jr Ace zet lp/s' A,ýoe Llmir .2 dv. 0,cc, sq z4?J'-

(11A I r ilt (,AA),-F'; daivoA FeCA) ..210i VALAC RrEr) go',/o-o

I12 RESOLUTION (FILL OUT ONLY AT CLOSURE)

DOCUMENT OR SYSTEMA TRACKINGOR CLOSING COMMITMENT: (DOC/SYS:

DATEENTERED: I I

(STATUS AND INSTRUCTIONS -OVER)

1 RESPONSIBLE 2 DUEORGANIZATION(S) DATE(S)

ACTION (ORG - GROUP.- SUPV)

(1) 2z, 0J.LL 31/I'(2) WdPI. Is /o~~

(4)I I

306

NUMBE R

FORMi 3

307

10520DIN508510520.92.0000ref: 10520DIN3935

WATTS BAR NUCLEAR PLAN'TINDEPENDENT REVIEW4

Finding Number I F / 3 / 4 / 0


TVA' s unit 1 corrective action is complete. TVA committed to revisingN3-3-7A calculation package to include the evaluation for the relocationof a support. N3-3-7A has been combined with another analysis and tsnow N3-3-5A. 47W427-221 RO, issued February 24, 1983, shows thecombined problems. The unit 2 analyses are not complete.; therefore,ECN 3198 is not closed.


EGN 3198

C•6huI~~O-EDC Program Manager

Cha an, OEDC P7l Comittee

3te-%

Date

'Dare

Black & Veatch ~ 6&.,& V ruo* oro"-- gs-we

Classification: Type Category H,

Black & V-eatch Senior Review Team Chairman

1-2 I -Date

Dati

C 6lajý)& Veatch Project Manager

TENNESSEE VALLEY AUTHORITYDIVISION OF ENGINEERING DE-SIGN

ENGINEERING CHANGE N OTICE N.39DATA SHEET NO. 2

Watts Bar tNudle Plant, S~ring. QLy ~I

m: D , Drolt er ý;kp2,,1 CGB.

I

Released By:

BRANCH(Z

- PAGE LL

7- (Desi---rrzroj4/ Manager

Preparing Section -. MEDS Accession No. ME.DS Access;ion No.

Prepare 0"/i ~ SWP 0L0813 5 024 WBP '830808 51(Total Pages (RO): R i0 01 537 RtJD '~fQT 9Section 1 r o B 8 U 2Supervisor:d -j5 6 RStaff Eng.o .I2 WBP F ~i .6

Brnc WBP '830708 517 _ _ _ _ _ _ _ _

- Chif: ~SCOPE

Project %WaJlS gar Atuelgaf P/a ^i Affected Units

System or Feature Pe4u1&#

Reference & Description of Change Re6J%&1VIa d'ý 9FlI 5,~p .- o ic

37z5 LV

r SEE ASSOCIATED DRAWINGS LIST, REVERSE SIDE

PZ.DATE PR E- SECT. GROUP D.P.EC ~ DESCRIPTION OF REVISION roNO SUDPARED SUPV. HEAD CEFLRKMGR. P

iM te+ Duk jýes Jz

-I -D QW& - - --

gedMaterials as follows:

Additional Information:

Chief, Electrical Engineering Branch, W8C126 C-KChief. Architectural DesfignBranch, W4C 126 C-K Chief, Electrical Engineering & Design Branch, W20224 C-KChief, Civil Engineering Branch, W9D224 C-K Chief, Mechanical Engineering & Design Branch. 102SPT-K

C-f.,.1 n LzriLcsirgn tranch- W3SC126 C-K MEDS. E41337 C-K TVA 20575A (EN DES-IC

TENNESSEE VALLEY AUTHORITYDIVISION OF ENGINEERING DESIGN.

ENGINEERING CHANGE NOTICE NO.______DATA SHEET NO.2

DR.AWING OR B/M NUMBERDWGREV.

ISSUE DATE1f1ýECTED ACTUAL REMARKSNo

I 4'7 1427- 213~ 2 -.330- N-/3-/3-3S4

__7____7 ;z I jk 3 , 2-zq-.?3[,1 3 -S-41

eI

I ______ ____________387______

I ~ ~ ~ B ______12______21143__________3-___-3 -- l________ A______________________________

L q7a4a'7-3~ -iS -5-io-'I3 Aj s-I -5W 1__e_ _ _

I ~~-511_ __ _

/ 7 I174-2-7~~~ 1_ Zo-291-631 10*3 131-5

AFF~E-TEDUN.T

d.IAA~ *~I

----------

FORM 3

WAITS BAR NUCLEAR PLANTINDEPENDENT REVIEW

1052 0DIN508610520.92.0000ref: 10520DIN3936

Find~ing Number /F /3 /4 /1I


Corrective. action is complete for unit 1. TVA committed to revisingN3-3-7A calculation package to include the evaluation for the relocationof a support. N3-3-7A has been combined with another analysis and itsnow N3-3-5A. 47W427-221 RO, issued February 24, 1983, shows the combinedproblems. The unit 2 analyses are not complete; therefore, ECN 3198 isnot closed.

TVA References (ECN, NCR, CmR, etc.):

ECN 3198

Program Team Member

OZDC Program Manager

airman, OED Policy Committee

ate

Date

Date

Black & Veatch Cjr 'C'%& AA&.-c %,

Classification: Type R Category


Date

/2-11- fDate

- S fl. #~

TENNESSEE VAL.LEV AUTMOR ITY ENGINEERING CHANGE NODIVISION OF ENGINEERING OF-SIGN DATA SHEET NO.-

Wistts Bar Nudsw Pant, S26n; Cd L

m At ___________________o' ______

Preparing Section MEIDS Accession No.

Prepared 0~/IVi~U 0813 5Total Pages (RO): 2-. R J " 0301- 5SectionSupervisor:

__Staff Eng. or,(Architect. Z- 2lWSP `83 05 10 51GroupHead: 3 WBP 800Branch S - __ _ _ _ _ _ _ _ _ _ _

Chief:SCOPE -

oject wo/ i al "er P/A/., p4 -inystern or Feature 4LA ; 1

?vk L Eced a, Le tr

Reference & Description of Change R 9 ElyV l/

NO. -ISSUED PARED SUPV. HEAD "c-.IEF ýLERK MGR,

IŽL o 0T--

_ _ . ~ bc. .. ~DJDI -- YA

r IC E N . 2 BRANOM2 /,PAGE e

Released By: /r eir-ro Manager

I I MEDS A=ce-S~o No.

0 2 Jl'WBP '83 08a08 _5 1(

~~WB'83U928 52ý

p.

D6Alo5 I'

7 :

5' 1HRAfete nis e

" n. No._________. *

W'.eld Materials as follows:


Chief, Electrical Engineering Branch, WBC126 C-KChief. Architectural Desio-;egranch, W4C126 C-K - - .Chief, Electrical Engineering & Design Branch. W20224 C4I,

S Wan)22 C-'K Chief. mechanical Engineering & Design Branch. 102SPT-K

TE)"CNESSEE VALJ..rY AUTHORITYDIVISION OF ENGINEERING DESIGN.

ENGINEERING CHANGE NOTICE NO. I96DATA SHEETNO2


1 , IAA. -~ I

DWGR EV.

ISSUE DATE

f RFCTED ACTUAL I REMARKS F

7

ur'sT-

41 V1 4 ;W7- -s,4 ~ jT.5

2~~ De 4I. e 4e__

386 -3 L-io-!2A

I~~ ~ 147 1 -g

5 1 7 - .----

LJ

L 7L ~7 47-3 :1 1 I/ r6*3c-1,0313 1 P3 -:5!-,4


INDEPENDENT REVIEW


APPENDIX A BOOK 2FOLLOW-UP DATA




2]pqiarEA'epcFnqn~pW&-rchgUE

* 313FOR.M 3 10520DIN5152

10520.92.0000ref: 10520DITN3941

WATTS BAR NIUCLEAR PLAINTINDEPENDENT REVIEW4

Finding Number / F / 3 / 4 / 6/


Analysis problem 0600200-02-05 has recently been reanalyzed. The regioncontaining the spring hanger at node 133 is a common lapped region withproblem N3-3-4A. The reanalysis as a result reflected the load thespring hanger would see. Drawing 47B427-470R2 was issued October 31, 1983,which corrected the discrepancy. The work was done under ECN 3511 whichcannot be closed due to other identified work not completed at this time.


NCR WBNCEB8232 was written to address the discrepancy andupon ECN 3511 for closure.


k ýA\ G-4 I-dAS 'V.-1) I 5 F 111 ý Lý-aChairman, OEIý Policy Comittee~

is dependent

ate

Date

Date

Black & Veat ch jot,~?A" ~ ~ ~ -

Class if ication: Type At____________

Black &, Veatch Senior Review Team Chairman

Category

171Date

Da e

I

:31yL

DIVISION OF ENGINEERING DESIGNNONCONFORMANCE REPORT CEB '8211 2~ CDI

CW REPO ,RT NO. WBINCB8232?AJWatts Bar 15 .ý 1 and 2

??ER:?ORGN~zTIONDAT C ~ W~ne/TPE-CEB-PAS2/ 11-9-82

rDizESplp IIOF CONDIT !ON1 -1 support de-signp load of 1850 pounds indicated on doc=t-ent 47-3'27-47CR]. for thevariable spring at node 133 is inaccurate. Analysis problems NN3-3-4A and0600200-02-05 have an overlap region with the inclusion of node 133. Neitheranalysis confrmrs nor is within 10 percent of the recorded support design value.T~n NCR was caused probably while transposing numbers from the computer printoutto the support load table and was not caught by the checker.

0 OFCCURENEES(~),cT. ) /82SIGNIFICANT CONDITION ADVERSE TO QUALITYD,:.a- r- CCURENE ES -XAGi. /82YESD] NOK"DO:*BRANCH

CHIFDT0 DF (E:', DES- EPSl 3.01 R /FDAE0

C 0RR:ECT 1V E AGCTI ON:

An' evaluation of the deficiency exposed improper lapping techniques used in-pob1em 0600200-02-0-5. The analysis was reanalyzed'followAing the WsBN Rigorous

rnal :sis Handbook-, sect-ion .200, which explains proper lapping techniques.Ine :r was perfo=ned under E-CN 3511.

*E111.tCTi yE ACTION DEVIATES FROM A DESIGN CRITERIA REQUIREMENT YE[ oO

0ES;:ý--C1E1 3CUETN.ECP O EUS O

EC-.'REOUIRED DJYES NO[: ECN NO. 3511 IL1SCHEDULE IMPACT El P lJA ElN

~5i6Ž~

Azs:'JA3L2 CAUSE: (REQU'!RED IF: SIGNIFICANT) w RP~ O

'IT7!13 IS A GENERIC CONDITION YES El NOE]

AC. ]ON REQUIRED TO PREVENT RECURRENCE: (REUREIFSGFCAT

INDEPENDE"NT REV-ý-: _

LA-2ZýPEST. ),ACT1.( ) HSCHEDULE EST.C ),ACT.(

ACT ~~VITV NO. ~ TASK DESCRIPTION DT NrAE

27, iSTI3UTONn26 ALL EN DES ACTION COMPALE-TE*

CONDST PROJECT MANAGER-ý=s RO- ECT ANAGR -BRANCH CHI EF/ORiG.

NSR (for Significant NCR's)

HAN.DCARRY COPY TO NEB-NLS

ŽýMlxr

ENGINEERING CHANGE NOTICECOVER SHEET swp '13 0314 506.

jeeproff ISSUAWCE OF OPEMATIMM LICZNSL

TENNESSEE vAL.LEY. AUTMOf1ITY usPo

DIVISION OF ENGINEERIN DEIG w ga %W SpurS Cet,

'To: CofmtTUaIon "ad~ MW-

From. On"~i Prood~ Iieao

DATE MAR 14 SMP11,

Wi IA.Mlysih Reaow: Yes__ No

p-=n ~q

SCOPE

DRAWINGS OR0 M NOVD Ye Data BruuCh wemcre w.Tefml

(Dita shoosts RecowW~) ^*&%Dat h AUe Au

No Asalocal

Electrical4 E o

M.Chbn5 Z.~

_____

wC 6AL Kati

Dam 4 RQw orPei at MTo

I. 2-"D aq

wmc itDabet o

V.Nw Bckoes' I~q Da

Sefcurl~ity lC sys em odified~ e

m jtt. oo..rtooa ccm. A"I '

1 a ", e

c-1 0.1 . ty ytw adI

U6too tsrUCu" zl

Mot'.--------------o--------a-------------

C.,, .. u~eie~wf. ~ ~iif.- ~it t.#4

M C6~ ~m*us..~ * i# #S#L I t ciI I v m f C .S* f . I # . M I W P S JCl

l1 .

:,.mi .r. 6it . 6.iS ~ *~ 14 ii ~ S S

STaNt4eE~ssr VALLEY AUTHORfDIVWSON of: ENGINEERING- OESI

ign rojct anag

--- ENGINEERING CHANGE NOTICE NO.___- BRAN4CH EGM - - -. DATASHEETNO.L2

PACE T!Walts Bar NludIerz Plant, Spring City- TN .

- -~- ~ -Released By:

S~~~A! T.... D0 )~.-*- -t 1 esign l'koiecManager-,

'reeparing Section

eare~ * -

[otal Pa;" (RC): d2~ection - --

Uu pervis 0-4:. -

rcitect -.

.MtLJSACcesston No. - -

V1WBP 3 0 4 8 51 5~

[WB 830.7; 7_->-50 4,

.. MtUb Accession No. ý-- -

WBP7183082Z97+50 -74032

~B~ii83 92S 5";

onc -- fhief:. SCOP

,~ .2 -- - Affected Units j~

. .... 77

.. . . . . . . .--- - - - - - - '-t.. = -. - - . ' . . . ..- or-..

efeenc &-escipton'f Cang.*............. ......... &S -E)Ue -~-,

.. . . . . . .. . . . . . . . - -

-- - -.- -. .- -. .--. v.. -...

- . . .., - ... .- -4,

v- .-.. . . . .. ~.- - - - - - -

-- -------------------. .77

S- .*-- ~ - ~ -- SEE ASSOCIATED DRAW INGS LIST.: R EVERSE SI DE . -L -

-7- -alTRP -=TE- ..k TOTAL_ _ _ I-i _ _ _ _ _ _ _ _ _ _ _ _

ISSU C MR~ SUV EAcHEsLR O. DEET 2W-s4 112 PAGS

_ .6t . *_- r,

% AV W. 7 ... --- .-

Mir'~ COST PLANNINGM CONTROL. 3TAWr._r-WSCC .4~-" ' --- -- -PLANT SUP!3IXTEMOENT"-- -41EF: AICNITECTURAL SIPPQIT DRAN~ CO ~ - . C3TjT~ RJC AAE -~" NI

E CIIExC KIWEDS. W5863 C-9

4EV,-ELM. vICA4EG IU-EtX IIU:*NQ 5xIASvCD$-W11*CI26 C-9 "--, - 7-77. .ARMS.- &W.CSTZ C........ ..

-4/ -~!2.J431 J9P Em p_ TI I~h2 -r\aA ~ri-i--r fG'-I

IEF., SPECIAL DESIGN PROJECTS. 1120224 C-9 S ,'- . . -. *

RSwp-'i_ 1" 5- t 4

T--ENNts_-vt VALLEY AUJTHORITY -~EGNEIGCAG OICE NO. 3

DIOVfISIO14 OP ENGINEERING DESIGN- -GNEN DATANSHEE NO'

AFFECT~~~~~~flW A~.~-~A.- .a-Iw SSUE DATE -

UI- -- DRAWING OR BIM4 NUMBER . 1 RE EXPECTED I-ACTUAL-_

_____ If- ~

________ I-, -7 rn Vj -12

-PAGE

-ZnNE

4 REA~KS- -D T.

Tq¶7-ý- Lo t _ _ __ _ _ _ __ _ _ _

44 P fl IS SD -A3-7- ~jT.-

~~ill

- jL-p- - N_ -

- -4

77 4?~- _D_ __ _ _ __ _ _

q-2L3_ __ _ __ _ __ _ _

-- ~ I2~I2A;JV14i ~

-'i- /vw~9~ 1r -1-3~ --

-z- R Z 7 -

1~ 377OCfT- L-.~l f\-5 _ _ _ _ _ _ _ _

14-713 ____ -a-- :77 =7ý,:-7

IF Ii1% ___________

7,1 417 IV- 6. -:/,9 15~L

TVA 2057SE CEN DES-7-79)

-TENNESSEE VALLEY AUTHORITYDIVISION OF ENGINEERING DESIGN

ENGINEERING CHANGE NOTICE NO. -3 F!,DATA SHEET NO... 1

ISSUE DATE I

I mw I DRAWING OR RIM NUMBER REV. I XPECTED ACTUAL REARSREV. NO.

17 /73 4-31-z-.383 3,-.B8I~ -___11__ __

ffiU74-1~72-0-Q- ZL-5 ý W3 -3- 3A

I 4-742~730a ±L

-I- '-7W4-2-7 - 20 / g 10:-9 /1/3__ __3

4-76-4-17-301 -4_ __ __1_

4-7 V 7 -- z LN3--3__ _ __ _

n -2206 -A4I c73g7-2 _

________~ll I- A/.3'M

PAGE F21rN UPDATED

DA TA SI-MfT

- - T 1

I _______________________________________

,35H ) "~/i Iý) "~4K 1 -1;, . I ~,EC6-i5ED VnE6kA1 LOAD

A

15 T6. 21

/I - - I -~

- -~---7(-.<~..--;-

SPRINGS (TPIPýý

LOADS REVISED BECAUSt OF~ REANALYSIS6 OF OVEM-I-APPNC. PPR01 1Vd9 0(oooZbO-0

2 -05 (gg 8Sy-k)

VI

(Co. kc I DTf 6sr I" C..: I wpvl-c- ý. I INS P 131-e-jAEC-jA'P0jI

Icn__l,--L Z+7ý1 L7 I , , I - I

LUG 5 LUG 5.DESIGN ALLOWABLE

LOA D STRESS

21w 6600

NOTES:

:I. LOADS IN POUNDS ON SUPPORT.2. MOVEMENTS IN INCHES. MAX] MUM

MOVEMENTS ARE FOR FAULTEDC PRIMARY+ SECONDARy)t. THE SEC-OND LINE IF ENTERED IS THERMALMOVEMENtS AND THE §UPPORTSHOULD BE INSTALLED VERTICALABOVE THE PIPE IN THIS POSITION.

3. DIRECTION - GLOBAL- Xi, Y.ZSKEWED- SX, SYSZ

4. TYPE-VS- SPRING- HANGAR-CS--CONS'TANT fO CE HANGER

5. LUG- STRESS IN PSI. LOADS IN -L S.THE LUG ALLOWABLE STRESS a WiSTRESS WHICH THE LUG IS AU...-ED TO INDUCE INTO THE PiP-E401THE STRESS DIFFERENCE BE"THE ALLOWABLE STRES ANO T"INDUCED PIPE STRESS FORVACONDITIONS. THESE ENT-WIESAUSED IN SIZING, THE LUG. SEE CEBREPORT 76-20 AND SUPPORTZ-E-.SIGN CRITERIA FOR FURTHIERDETAIL.

6. TRAVEL IN INCHES.7. CL-CLASS OF PIPE.

FOR REFERENCE AN'D COMPANI~ONJ1:WGS SEE SHEET 47v427-201

Auxiliary Building,

System N3-3-4ASupport Loads: AuxiliaryFeedwater Piping System

WAT. : MT I_-

I.. . ....

... .. .._ .........

-3- 1........... ..... .

......... .......... ............. ........... ...... ............. ................................................ .................................... .... ... .. .. .. ... .. .. .

......... . ........................... .

............................

........ ...... .... ......

........ ...............

......... ........ ......

FORM 3

WATTS BAR* NTJCL-kR ?LAN_'TINDEPENDENiT RZEV!.e7

10520DIN521610520.92.0000ref: 10520DIN4310

Finding Number / F/ 3/ 4 /7

0


The 1-1/2"-diameter line is supported by TVA 47A053 typical supports as shownon the attached HEU as constructed isometrics, H427-2 Sheet 11 and H-427-1Sheet 10. The deficiency in the WEN alternate analysis program is documentedon NCR WBNSWP8252 R2. All corrective action is not complete. ECN 3213 isscheduled to be completed by 12/30/83. The completion of all work associatedwi'th this NCR for Unit 1 is being tracked on Commitment Tracking Record (CTRYE346.

Isometric H-427-1 Sheet 10Isometric H-427-2 Sheet 11ECN 3213NCR WBNSWP8252 k2CTR E346

Program Team Member

OEDC Prog-ram Manager

Chairman, OEIV5 Policy Committee

Date

Date

I7 2Date

BlIa ck & Ve at ch

Classification: type /9 Category ~

6t'laO & Veatch -Project ManagerIZ//4,/43

Date

(~ fAAA~4j~P


References:

I 2-It-83 INC:PFEDLIfIE REV~ADDED 5`15IIs TO~ HEI8RS 2-i AZ 55IJýPL

IfL,234 ZS,' ' ADDED AXO~L"4WAJ.a-AND YoID

!HCAIl.DIM,WzIR.ZQ li6,-AU~iiWhS Lv/WA. *C6JJ .1t

e>9-7.92..q PEOR4I W.'CM 1-50, I 4L ILIq"o AL (31 fEJ COnT ____ ESP'TIO0 jDSG CHf<D AFPP!

TVA PIP0UV. CLASS "C"

s Iqra MECA. AUXILIAlt-r FEEWATER

ctMZA U X. j 4L

FL. EL. 13-

Iq

AS CONSTRUCTE

Cc1T 1 ,ýi H 9E.U.0f~~ ~~ ~ C;, . N~ ? HANGER LOCATION

~' ~ ONLY.40~

-/.,> A',

1,-% lKi .. H E NU BE

/'r 8~ .- N0jj~g ovo No

YL ACMENTMostHORZONAL EIA

D~~ !k, T

3 PT/O ,D UL CI1~

.0i -o

N

~,~~'1~

TTh

HANGER NUPABER/TY BRIFS & Ný 70 BVB NO.

HORIZONTAL DIM.

VERTICAL DIM.

GENEI?,AL NOTES:1. PIPIN67*DIMENSIONS SHOWN

AR~E -FORREFEPENCE ONLY.N. I 1O INJL4\TIOW~

a ae Pr 13 61

1 2-13-83 INVC. Flc:H -/AI Mýr

-,VC. KEVLJVE REY: RELIALA1E. H6iRý. 51 7A 8BIADDEO SVSAS TO I4GR&.(.27,7A, 4 6.C:ib.TyP ON_ TWPH6&. I,Z.,,I o I IJ. -REv. 5Vs-0/y

H6RS. 1,2 il0 111. VD1IAT?.-*01N frRW'I1

~EFrMOMM~t 150'Sr.427-.ý. :AlIIZ T.A. iDESCRIFTION'-,.. DSGCHK'J1'PF~v

AS CONSTRUCTED~43f.4~~A LAS VC, dAm sPEc. C-3D CLASS`(

47v.w4-27-2 I:,3

TO1- AL'?L~O -3-6 'cJITr

___ H- 4a-7-zs 3 Zj SH

I-002pT101371

-VIrt ", fýý

TE,-.-,SZ VALILEY AUT-P-C :ZITY ENG

w nG, .~NC:SG

Ies

~INEERING CHANGE NOT-DATA S-KEE::T .-

X/

7,' D;/ 0e s - P7e-

01 2

WBP '830506

2IWRP 1R.1 s nQ

41 YfBP "83 8 04

50 r

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WBP '830902

531.

523539

-hef -t .ý- .

Dae____________SCOPE

roject(' I?47C Ur~ 1VE i A7- Affected Units -I- ~

ystein or Fea3ture ~r'rS ih Ss~s /c~M /s)4zziaPd •/ ',.

ýeferen~ce & Description of Ch2ange .ZZ&. -e~~. '~4

- SEE ASSOCIATED DRAWINGS LIST, REVERSE SIDE

EViDA7Z PRE- SECT. 'v--ROUP 3RAN-I ECN D.P. DES-CRIP'TION OF REVISION TOALE

10.1! !SSUE=) -AREDISUPV. IHEAD CHIEF CLERK MGR.PAE

ý77-- *J- m A t~b Dw.J6 FcL 2L;r.k ,AAI <7,1471 gj4e-45

16-1Jj15 31 jJT65 i n 16 j DpAcz 6~ 47A--(71 -7'-I-A-

pi r- 0/cY q . b~~, EDO Dj G N:. 47, 4 r. ZS ~ VS45C4

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~u.is..-:~o i ~'?IT0tAm 4C-26 CAC0:STP.,CTICI -ý'E:T -k.E*&,C

>!z. CIi. 1; , It: t;hJCý. v90229 C-9 MEI.V34 -

,'~'. LC:' : ~L C. '.rfvlt ICI. 54ý CVC126 C-C Ol.64(7--I ' ýlE~C PI-ziECCT1. .7D224 C-9

E

h0

)tZIPacss R O:

zt1 Eng. a~

% -tcDs Acc---ýSion No.

NCE!11*0. ?ZI-T

e:; z r ea

..........

PAC: Li

TZ -iESSEE VALLEY AUTHORITYot. SICN OF' ENGINE.ERING DESIGN-

ENGINEERING CHANGE NOTICE NC. -32/370,,T ASH E ETN 0.

-- - .... L, flfl C.k1 bIt ILAOCO

OWa suDATE

IACTUAL REMARKS

....... ...

7:

...... ....

3z,/,.

I_ _ ____l- OR.,II .2 -

Z__ 47,442'7- -2 -/-& 2-g _ _ __ _ _ _

/'ý Z 47AeZ7-2 - -T 3 _ _ - - _ _ _ _ _ _ _

/,tZ- 47A 427-2 75 __ - _ _ _ _ _ _ _ _

Izj 47~4 47-2-/3I ,j53__-*

14Z 147A 4Z-7;--Z--/g _ _ __ _ _ _

1,5f~ 47A4427-72-2/ -~~_

1,;r Z%47.4427-2 - 2 2-~-31,e2~ -47A 4227-Z-:Z I -S- _ _ __ _ _ _

/ý2i 14744-Z7-Z-2f,_ _ _ __ _ _ _

__ _474 -479 Z-7 IS 1. 0 ig 17 -127

2- Arn-17>

____ý -1-0 _ -1 1

2 7 I47,44 -79 ---7--9A C) 6-30-Z3 i _ _ _ _ _ _ _ _

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7 7A.5 0~1-:,--4- -4

L 14 7A 560 -44 +3 3_ _ _ ___ __ __ __

___47A5ei' 0-4--+3 -. 30-&31

____ 47A-5ro -4 --5 __ _ _ _ _ _ _

S4~~~~~--30-63 _ __ _ _

*~E.-t5~VALLEY' AUTH-ORITY~I. ~OF ENGINEERING DESIGN.

ENGINEERING C'HAN'tGE NOTICE NO. 3I13DATA SHEEET NO. 3

2 OW I LINE UPDA T E.

DRAW-ING OR B ' NUMBER RIV I EIPECSýE~ Aý JA I I REASrP O

~-!s-e3

________~ -4o___

-I I qo_ _

I7 8 -4-IA q-{____913____

47A54 -5 18 -z3 J -t ~ ____________

o_ 147A45Zo-I __7 -/A 0_________j L l~eQ 3- 07 __ _ _ _ _ _ _ _ _

L~756oi-3 - *1

1 1/~-54 0[I

A A 47 Ocz-n-'-T7-/ZA -1o 4

I 4#?A5&c0~ z 0

PAGE Lý]L

7 = .,%ESS =E VA. LL-EY -' JT;HORI TYC;.-.'SON OF ENGINEERIN.G DESIGN ENGINEERING CHANGE NOTICE NO.____

DATA SHEET NO. ___

Released By.:______-s:NPD Project M~anager

Pr~ez.aring Section

F -e~aredDate

7o..ai Pages (AO):

Se-c-ionSupervisor:

Smff Eng. orArchitect:

G roupRHead:13

Br. Chief/ISOP Mgr.:

- -. I A

I L cze.s on . __ _ _ _ _ _ _ _ _ _

R________R,______I______________________51-t ,

J~J/

........ ...

.............

..........

..........

Affected UnitsProiect

Sys~tem or Feature



F. E V DATE PRE- SECT. GROUP AANCH ECN D.P. DESCRIPTION OF REVISIONNO.1 ISSUED PARED SUPV. IHEAD/ CHIEF CLERK MGR .

192

-- Z I

SCOPE

-.NzS'SEE VLLA-IY- ; S'tS4C i F E- \G: NEER17, 2E i.N

ENGINEERING CHA'!ýE =NOT!C-E No. ?

D AT A SHUTi :'o.3 A

C=AING OR = %NLJ?.9ER

ISS..E- ZIA7:

EXPE-CTEZ RE MAR KS

NEUPDATE,C DATA 9-4-E

IE .. NO .

1 4tk 2-ou 9 irn f3i I-7-- I _ _ _ _ _ _ _ _ _ _

. c-16- 0 _ _ _ _ _ __ _ _ _ _ _ _

* ___ -4-(o7E I 7 I _ _ _ _ __ _ _ _ _

__ _ ~-4- ?oAOl__ _ _ _ _

/ ~~-4- *IZI _ __41

141A48-4I- i7Aj8i

4--3A 5 6_ _ _ _ _ _ _ _ _ _ __A t

4_A_ _ _? - I -_ _ _ _ _ _

I -41Z 1-5 28

-Z- -4A5 -0- 4 -4 2__7_/0__U3

a 4-3G/I6-•3______ 6-sGA1fs7 3 I _ _ _ _ _ _ _ __ _ _ _ _ _ _ _

______ -48- - __ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _

W4'?A~,o-50Z ~i I____________l4-7/~~52-- -4- .516P I________________I '~ - 6- 4_ _ _ _ _ _ _ __ _ _ _ _

________________, (01 -3 \/ I____________________4_____________72 _____ -83___ _____ __________________________ .

0F -ED

PAGE Rl

7 - 5 7' (EN OES-7-79)

-=¾'NESSEE VALLEY AUTHCRITY. SION OF ENGI-NEERING DESIGN

ENGINEERING CHANGE NOT ICE NO.--,-.13

DATA SHEET NO.~

DWG ISSUEDATE

_____I DRAWING OR B!M NUPABER IREV. ýE)-SCTED ACTUAL PEMARKS

z.47A1560- 4-62 -I oto

a -4o 6z

4-- L O5 (__o___f_-_____

41A,5(o- 4- 35' bZ~-SE

-4d

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a .~i~~-L--.------l - ~I z

-.55E (EN~ OE~S.-79)

- NSH~E VA-!LEY AUTHORITYz :O*. OF ENG;,'ýEERING DESIGN

ENGINEERING CHANGE N~OTICE =NO. _____

DATA -0ET,. -

-..- j RAV.!G OR B/M NUMEER

4 7A 0(, -'7ý7 - 2

ISSUE OrAT.

RE.EXPECTED I R E VA C Q KS

ý-?NE U~oATEDfZ DAT-A SHEET

" 47AC'~x5- ?7 -4 I13 -Z3 EEAIZA /.

0 O4-7,44ý- ';Z -1h2i A _ _ _ _ __ _ _ _ _ _ 2-

PAG 9

TVA 1057SE 'E-N DES-7-79)


ENGINEERING CHANGE NOTICE NO.____

DATA SHEET NO.-__

..............................

...........wr ....... ........

...........

............7:7

..........

...........

07:

..........

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iýFFECTEDIWG- I A=UALo _______________

UNIT I DRAWING OR B8/M NUMS~E7R REV. FEXPECTED .R MRK

E i!G I NE ER fif\ O A N GE O~COVER SrHEET p

(BEFORE ISSUANCE OF OPERATINIG LICENSE)

TENNESEEE VALLEY AUTHORITYEDIVISION OF ENGINEERING DESIGN;,,-

To: Construction Project Manager Y" I

V ~' -

, S. ,.S

C NN0. Z /-3

V -ý'


DATE JA 4' fl&

Was lJ Analysis Required: Yes 1 No CjSwW/c--c8

1A),6 3

SCOPE V'

Project W414r77 03 4 R~ NV/e-6-LCAyj PLV7- Affected Unit(s) t ZSystem or Featurev-. aeýDp, S ý-r :- 4/,s~ R1,A/sWR8zszR1dPC ~P~Reference & Description of Change :rsgglde-.- lqek5'se.. Vy4?j Y5 'e.

/VC~~AI v>-rl/:Y1r pJ~s '745DRA4WINGSi OR BfM5S INVOLVED:


ENGINEElRIN SUPPORT BRANCHES

Civil Y014S -O # W4Electrical

Mechanical

Nuclear

KUCLEAR PROJECTS DESIGN GROUPS

Civil

Electrical

Mech -1 6-Z) 1 'J 7-

FOSSIL, IIYORO A SPECIAL PROJECTS DESIGN


ARCHIITECTURAL SUPPORT BRANCH

PHYSICAL WORK MUST 13E DONE 8EOE

Pre-Op 1st Fujel 1%Them

Unitts)

Yes Date Branch-or Data SheetNo Available

-//0

ENINEERItld SUPPORT BRANCHES

Approval RequiredYes or1YJo

anch review:

? 12-feZ.)er DateI

App';?

EUS CIVIL R. CHIEF

E9S ELECTRICAL Bit. CHIEF

EU3 MECHIANICAL BR. CBIEF

,V4 -A~,~fA~7- Z-Chief Nuclear Engineer

Date5

Date

Date

Date

Yes or No________ Required for PSAR or FSAR A/c,_______

Required for Preoperational Test: _________

If Yes, Test No.-Vendor Backcharges InvolvedSeismic Analysis Required i >eiiNonconf.ormance Report Required

lit QA Applies

efuel z i~~ Vendor(s) involved: ___________________

CC (Attacnmne-.t- No - Yes zbi

CHIEF. ARCHITECTURAL SUPPORTBAC.H 2 C-KCItF, CIVIL ER ERN G BTBRANCH , W90226 C-CHIEF,. ELECTRICAL ENGINEEH1I NG RHANCI BC1Z -CHIEF. MECHANICAL ENGINEERING BRANCH,: vTCIS C-KCHIEF. UCLEAR ENGINEER. W10C126 C-9C?'I:EF, QUALITY ASSURANCE BRANCH. 5100 NIS-

CHIEF, COST PLANNING AND CONTROL STAFF, W12C74 -CHIEF. SPECIAL DESIGN PROJECTS, W202Z4 C-9N4AN1&;it OF CON3TP'SCTION. E7924 C-9PLAI 1T SUPERIR TLOENITNEDS. VS563 C-k

(.-17- .Date

Comm't

I

* _ - -r

s ns: tnis secz:icn. re: tz c Sae a as fi~~

I•PAVf i~'d~3J ~~/c7~Z J~~ f ~ 7' Zy 7'ýdIa

(84At2qý-

ieo0o1'2d vtt T ENNE SSEE VALLEY AUHIT 1171 1Y

WBP 83 ~2@ 163~:stez

-. :-J C 5zn&f~. roiect >Marnazr. .at-z~ Bar D-esign Pro-'-ct, 202. G-K

7- - L-- q :1.D '20 I-C ;-:3JEC: WAS BA NLER PLA-NT TUNITS 1 AND, 2 - NNCONFOMŽ-ANCE REPORTS '.BSWT?8252U.!

l~:S.3 2 52 R: , ;BNSWS306, WBzNSW,,P8306R1, `,ENS,;T S31 1, ANDWBNSWPS3llR1

REferences: 1. NCR2. NCR3. NCR4. NCR5. NCR6. NCR

1WBNSL.7PS25,)RLd -,BP 830919 022)WBNSWS252R2 (-,-%? 830919 019)1W.BNS1YP83O6 (WBN 830919 021)tWTNSWvPS336R1 (7.B=- 830919 018)IsBNSV?8311 (WB? 830919 020)WBPSTPS3llRl (IsBP8309,19 017)

Atzached are NCR's WB.N\SWP8252R2, 1-.BNS1N-?8306Rl, and WBNSITP83llRl which identifys 4 _=iicant zonditions adverse to quality which are to be processed inaccordance ---t-h EN DES-EP 1.26.

A-'So attache-- are NCR's WBNSvP8252Rl, W-BNSWP83O6, and WBNSWP831l which havebean superseded.

W. Anderson, M155G MIB-KG. Beasley, W12B21 C-KJ. Cooney. W6D224 C-KN'. Culver, 249A EBB-K0. Barnez:, W9D224 C-KK. Hannifin, 206 'GB-KG . Pratt, 323 GB-K

R.?aulsz:z, 1'10C126 C-Kj. Ritts. W1%-OB8l C-K,%acewitz. Watts Bar CONST

T . C. Standifer

x !U

RC-?: D3A- a c='en ts

cc (Attachnents)::EDS, 7^-363 C-K (w/original of-, NCR 1WBNSWT8252R1)

R.M. Pi-erce, 104 ESTA-K~.D. ::-lley, 210 GB-K

M. N. SErrouse, IW1Lk9 C-K

Pric::llv?repared By': R. C-. Pratt, Extension 2730

B:ý. U.S'. Saulings Bonzds-Rc-z:%ri:,1- onz the Payroll Sat-ings Plan

-. 3

K4

I

D!VSIO SO00F EN G E E 2.=- ES N

NCNO~FR~AXCE~E~~T 83 0919 01~

D-ur-_ing th .e :ast several =~ntns a number of NCRs h-ave cean -.ý-ritten against various aspects of

anrntey nayzdpipllng. This ;C!. is ý,rizt:E- :z z c:d ate thne azi-ýro p.~-:ae NOý"s plusan-: othr nzncon.foirnin izems- found cUur-L. I' s :zaz to v eri qua_-lifL:icat ion r equa lifica-

ti.CM of WBN piping supported in accordance -wi-"z the Ad",N tcrnate ALnalysis Criteria

(C- 76-5). This INCR will be used -for consolidated r rn of the above mentioned program..I- prviouslyv identified NCRs totally included !in this NCR are:

WB3:_:sWvP8220 - Alternate analysis not properly cend.No WE? engineering procedure tocontrol alternate analysis

W1B::5SWP8231 - Technical deficiencies in analysisEN2BS2.8- Flanged joints not analyzed

* W3::sw?8160 - Interface between alternately analyzed piping and deadweight supported piping

not correctly analyzed1N3::5w-.JPE306 - Use of CEEB 76-5 to analyze alumninum pi-n*-Tis poiping is not written the

scope of GEE 76-5.WBESAT?8311 - Use of GEE 76-5 to analyze schedule l0S stainless steel piping. This piping is

not within the scope of'CEEB 76-5.*ParzA ally included in this NCR (last sentence

DA7z? C) OfCcUFR=ENcE ESTi X). Ac7. (I )17

7: MET-Z:D 0- DISCCVERY Design Review

C.-ODE (ENESESO)N

only).'C. 5Ic.NI=!Z.N'T CIONOMTON ADV'ERSE TO CQUALITY

y=EZ X!~

r, a C.

CC = =C7 IVE AC710N: See attached sheet.

cC~E :. EAC7.:% DEVIATES F:.S 'A DESIGN CRITERIA RO!EETr

* .- C~E ~,,~3213, 3549 sc,'r-Ir.PACT .3 P7

9 // 6 /A

N 0N CON'F 0 7 1 - -! --E R E O ý

c on izcEns riave beens identified as zauses ncchsE decicienc~res.

Filure to provide adequate analysis zt:s

Failure to prov-ide an analvxsis procedure.

THIS IS A GENERiC CONDITION YE S NO

ACTION rEOUIREO TO PREVENT RECURRENCE: (REQUIRED IF SIGNIFICANTi

See attached sheet.

* - INDEPENDENT REVIEW:

LABOR EST:). ACT. I M ~\ H I L SCHEDULE =571.[ ACT. I I

I cACTIVITY NO. 23TASK DESCRIPTION 2DT NTAE

i7-R E AR KS:

CO~T ROEC MNAERR. G. Pratt, 32-3 GB--' 275! ALL EN DES ACTION COMPLETE:C'DES PROjECT MA NAGER

C-S.ESS

f for Signifi.arnt NCRs)*.E0S C ISXS (fcr 5infican.t NCRs)*

A-S!SITA'.T TO THE MANAGER OF OEDC (Olualityant Ný;:ear Saietyl..ior Significant NCRs

7- zR!-- AFTER THIS SIGNATURECOYT E-L

* 5 FANC H C H I E ;ORCG.

I`E!=DS ACCESSION NC.

v.3- ____N-

:ecorr-: :'.'e ac:i- for :h~si czzii i O vrfcai:o

r:-otram involves piping in t--a zcc:a cf -z-iz of C B a n WE?.

7.no!Uce- in W?'S sCsooe ik S~- C ~ c -.7ONoae supports inaccordance with drawing series 47AC3-3 ýfr prcess pipes). 47io31 and 052(for instrument lines) anAd L71054 "f -or :2-ntrc-l- air lines). These drawingsýrovide znuidelines for locatira7 an- su:ot-; e -mc supports.

SDES-S7EP 82-18 Program -For 7iemt ~l: isi - Coordinating,Documenting, and Verifying, was ur-::re to ccn rcl h eiiato rga

for process piping within WBP's sc:m-e. GEB's verification was performed.;-- accordance with thi omlaavý rodrs. Instrument and controlair line -qualification was determined *- separate calculations by CEB(0:3 83091li 001). In all cases.,E e~fe all supports as adecuate orcorrects them, by revised drawinggs =der. E-CN 3221-3 (engineered supports) orv-ariances (typical supports).

GEE 76-5 has been revised to clarifc- some areas of- the criteria and providesuidelines in others. However, in :orcer to --ninize additional field work,

t'he verification of Gcualificaticn of t*-e_ pipi-g is normally e-valuated againstcode requirements instead of solely GEBE 76-5. The verification methodsu-.ilize hand calculatilons as well as ccnruter analysis to qualify pipinganalyses which do not meet the speci-fic rules of CE-B 76-5. V7,ne majority of the IWE? corrective action, on Unit I was carried out by a)ersonal Services Contractor; howe-var, some was performed by 'WEB personnel.

1he Unit 2 corrective action will be handled in a similar manner.

18. ACTION REQUIRED TO PREVENT RECU31RiEN:E: (REQUZR--'ED IF SIGINIFICAM7)

1 CEB 76-5 has been revised to clarify- some areas and provide guidelinesin'some previously unaddressed areas. Portions of SW?' EP 43.21, AlternateAnalysis of. Piping Systems - Dczu=-enting and Verifying, address varioustechnical areas. The 47AO53 d7aw-iz~s haves been revised (under ECN~ 3542)to clarify some areas and to require all wiigsupported in accordancewith these notes to be reviewed by X?

S. SW? EP 43.21 has been issued to -conrol th*e analysis of alternatelyanalyzed piping in WBP's scope. In the tuueCEB will not analyze WB Npiping by alternate analysis. x.kny reaanallysis of their current alternateanalysis problems will be by riro7--rcu--s analvsis.

-. Training in alternate analss - t4 s has been provided to 1,.? andCONS? DErsonnel. :he subjects -- :e-se zrair.:nn sessions ,.7re GEEB 76-5,SWTP E? L3.21, and the 47A053 drwnsas =anoron-riate.

'T- 1 C'7=7

DIVISION OF ENGI%=E= 2 DQ S IG

n c

C t CD D1ITON

_2--~- :s: SeV....ý =..:.:1hs a crfe o:_:.s ..- cu a-E~ 0,:

-- ~t ~ an7ze mn. hs NC?, is wr~.~cnc~aethe appronriate NC z ius::-ezz-c---ig I t ems Tour. 7ua_ : a 1_caz'_om r-ual-;ca

:ngsu-:Dorted in accordance_ e -:,.a ~rae Ar>s SC r t Pa7-- -6-5). This NCR will be used for conso':cat&: rED-crting o:h:e above týiEntioned program

s~c::previously identified NC~s total!ý: inazluced 7.-~ 'CR are:

;78 2 2 C - Al1ternate analysis not properly docunantled -pro:merly.. No 57-7 en~ginleering procedu-tc control alternate analysis

S-782L - Techinical deficiencies in analysisC~26- SAGs and DAGs; computer programs not .-ualified for alt-ernate analysis

.C S 21E - Flanged joints not analyzed- I A - Aial restraint not p~rovided bv su-,onorts

S~l~- ±nterl~ace between alternately a'nalvzerF DiDinz and deadweight supported piping* not correctly analyzed

~--i~jzminluded in this ..CR (last sentence on!,.-)_:j * CCENESTXACT.( 1/76 WiSIGNIFICANT CONDITION ADVERSE TOOQUALITY

rri c- ) OF C SOVERY Desionr Review E NO-F& RANC'-;CHIEF/DATEXA k '---:)E (EN :ES.=SP 8.01) NA~-

:71, EC7VE AC7ION:

==:71%'=_ CTION DEVIATES FROM A DESIGN CR17ERIA REOL';REENT Y =SW NE

7FW.!*. C!EiA DOCUMENT NO. =XCcEFTI0'; REUEST NO.

~YE N~ ONNO 313__SC'EDULE V'.t?ACT P A

%CC~CRM.~NE RORT

ElD R EP --.= -T S 2P

-'NASLE CAUS2: (RE:'JIRE: IFSIGNiFiCAN'7

iHIS IS A GENERIC CONDITION YESED NO L7

F71ACTIO6N REQUIRED TO PREVENT RECURRENCE: (REQUIRED IF SIGNIFICANT)

59.04 ENGINEER REVIEW AND CONCURRENCE:

I LA=Q0 EST. C ). ACT. ( ) MH 21l SCHIEDULE EST. ),C.ACT.(

ACTIVITY NO. TASK DESCRIPTION DAEIIEAE

125REMARKS:

I S-:erseded b-v NCR 1-bNS';,?8252R2 (W-B? 830919 0191)

0!': ' D!IBUTION: ALL EN DES ACTION COMPLETE:=ZNST PROJECT MANAGER___________

E.DES PROJECT MANAGER EBRANCH CHIEP/CRG. D

-EC CAWES(for Significant NCR's)~

* E~S(for Significant NCR's)

Z ERIBUTE AFTER THIS SIGNAT URE%:)DCARRY COPY TO NEB-NLSc

T0: 'J. C. Standifer, Project Mianager:, loqa:ts Bar Design Project,204 GB-K __________

7%A

John A.. Raulston, Chief, Nuclear Zgineeriag Support 3-ranch,W100126 C-KI

SEP 12; 19i83SUBJECT: WATTS BAR NUCL!A PLANT - C 0v,---. MEMORSZE~NT (No. WBN::

Atced I& tmný u Bgw-E 3q4 for which responsibilit~~ rassigned tOA at-s a~ Designroject and Construction. It is ben i*t,=~-Vb1for your information and for forwarding to CONST.

Please note that comnletion of these co=itments is due on or by `0_____ _ t_and V"~~.~. '1- ,rseciey Accordingly, please support con~tr~z-tT-x7`activities so that they may meet the co .letion dates. if your comý.--i-'n4ate__iwill not be met, please inform NEB-NTLS by \ A3

LZL5

If you have any questions, contact Jerome Prahl, extension 7160, wl~e-i-s---~idllngthis matter.

John .- ul'ston

JAPr J1.9 G. Wadewitz, Watts Bar Nuclear CONST (T-ýAttachment f the completion date will not be met,cc (Attachment): provide NZEB-NILS with a request for extensionb~"

MEDS, W5B63 C-K 75 \k. , tet '<R. Mi. Pierce, 104 ESTA-K

- -- . . . . . . . . . . . . . . . . .

To: John A. Raulston, Chief, Nuclear Engineering Support Branch,WIOC 126* C-K

From:

Date:

________________Nuclear Plant - Commit-ment 'to._________

The following information applies to the subject commitment:

COMM4IT'I'NT CLOSUR.E - "The subject co~it~ent has been fulfilled (date)__________(initial) ____ QA document _________(NCR,

EON, etc.) has been signed for completion of work required ('ifapplicable).

EXTENSION REQUEST - The commitment will not be completed by the duedate. The new date for completion is : please reviseyour records accordingly. This request h~as been coordinated with

of NTEB-NI.S on

(signed) (Project Manager)

Attachmentcc (Attachment - closure only):

HEDS, W5B63 C-KWBNE .HW

WSP

-34~2,

V~O6! E C~-o4:. COMITENTTRACKING RECORD2 GTE M CECU N DU % ID-ilCT

¶ ~CNSE~EORGAN ZATION

1*~ c~i3~. ~ c~s~

FILED DATES DATE NUMEER

Z 3 4 - 2 3~

COM27~ENTTITLE X- *

7 SAR TERICAL 8 NLS 9 COMMITMENTRESPOSIBILITY RESPONSIBILITY -LOCAT?ON -- -

:cpe Se v t1-3 u-4! 3

10 RASOLUTIO (FL RCORD [FONLY T COSURE WD O) ORNUEOL

11DPA.tTOC~VNT RSSE RCIGD

1. CLOSIN COMMITMENT:~ [DC TYS ENTERE:

(STATUS±! A NDl~si 6NTUTHiONS-OVER)cA-;ý '

13 STATUS

Instructions:

-~The organization making or identifying a commitment fills out Commitment Tracking Record (CTR) bIocr..2, 3, 4, 6, 9, and 11, and (ifknown) block 1. Block 1 should name the responsib~e organization, and inparenthesis a person tzo con-act. Cormmitmnent Location (block 9) should cite dociments containing the

* commitment, (e.g., SAR sec-tions, NCR number, violation report number), and should include the MEDSnumber when it's known.

The identifying organization them immediately transm-its the CTR to N EB-N LS.

N EB-N LS assigns the identifi cation Number (block 5), and transmits a copy of the CTR to the responsibleorcanization and'othe-- aff---t.etd orcanizations.

* The responsible organizartion then (1) controls the commitment (i.e., per-forms the actions committed);(2) upon completion of the committed action, fills out Resolution (block 12, seee note) and returns thecompleted CT R to the Chief Nuclear Engineer, atenzion NEB-NLS, by the return form portion of therelated Transmittal/Return Memorandum (T/RM).P

Note: The person(s) making an entry at Status (block 13) or Resolution (block 12) must initial and datethe entry.

The intent of the-resolution block (block 12) is to provide evidence of resolution, or else to provideN LS with infrmatiJon required to track the commitment to completion.

The resolutic--i block should either (1) identify the resolution work and its date of completion, or(2) cite the tnansfer of tracking responsibility into an equivalent tracking system.

In either case, the MEDS numbers of applicable documents should be ircluded. In case (2) theresolution blcck should inclJude the equivalent tracking system's name and the entry number anddate.

FOIL% 310520ODIN50 9510520.92.0000ref: 10520DIN4034


Finding Number /F / 3/5 /lI


Black and Veatch recommended that the rationale used in establishing thepressure switch setpoint (for the runout protection pressure control valves)be included in the calculation files. We agree that this was not fullydocumented 'and we have placed a copy of the Form 1 and Form 2 comments inthe calculation file to clearly document the rationale used. A copy ofthe cover sheet for this "calculation" is attached.

Program Team Member


Chairman, OEDC Policy Committee

3te

Date

Black & Veat ch -- 74 2,-:;

Classification: Type Category /

DateJ

Date

Black &Veatc Snor Revieiw Team Chairman

EN DES CALCULATIC!,S 3;

X'~Sc)UNID PLANT/ NIF116 -5'V~yAx/,,~ SYSTEM(S) /71V

PREPARING ORGANIZATION SRSCINREV (FOR MEDS USE) MEDS ACCESSION NUMBER

APPLICABLE DESIGN BRANCH/PROJECT RO I- 83 1 4 0DOCUMENTS IDENTIFIERSW . )3 1 4 03(f,/ CtqqW v6N -CA -bU63r1j61~ 35 14-H& - :CK Rl

-110153R2

KEY NOUNS _e~ &

REV RO Rl R2 R3 O RBEDATE ~~ENT O RBE

CHECKEDSr&/J F 7 "3- -

iyI DQ

AP D

ATTACHM TSMICROFILMED:,

LIST ALL PAGES*ADDED BY THIS REV:

LIST ALL PAGES *DELETED BY THIS REV:

LIST ALL PAGES *11

CHANGEFD srTi-jSilS REV:I

TVA 10697 (ENDES-7-78) *Use revision log (form TVA 10534) if more room is required

0/7

FOIL% 310520DIN509610520.92.0000ref: 10520DIN4035


Finding Number /IF / 3 /5- / 2/


The Senior Review Team recommended that the records for specific valuesused for the accident analyses be updated and clarified. In order todo this we have placed a copy of the Form 1 and Form 2 comments in thiecalculation-file. These comments clearly document the specific valuesused in Table 3-1. A copy of the cover sheet for these "calculations"is attached.

Ji Prog km Team Member


Chai.rman, OEDC Policy Committee

3t C

Date

Black & Veatch 7X_ /7 ~ ~


/ 6 11a & Veatch Project Manager

Category /________4_

Date

2-/i1'DateBlack & VeatL'h Senior Review Team Chairman

J

EN DES CALCULATIONS '947

TIlTLE 1ýInk44/,Y7 AOL 70~ '77(C4ý ý57-1:5lfl- UNI PLANTU7

c~~F1Xl,, lzl )-1ý7 SAR SECTION(S)

PREPARING ORGANIZATION REV (FOR MEDS USE) MEDS ACCESSION NUMBER

//C--A---,- RO EB '83 1104 302APPLICABLE DESIGN BRANCH/PROJECTDOCUMENTS / IDENTIFIERS

KEY NOUNS ,411X ~

REV RO Ri R2 R3 TATMENT OF PROBLEMDATE ~

~ECKEP _ _ _ ,6,O - 8/ /,~~ ~

______~•fz~~0040'q /6~

MICROFILMED:-

LIST ALL PAGESADDED BY THIS REV*

LIST ALL PAGESDELETED BY THIS R1EV:

LIST ALL PAGES _ _ _ _e0CHANGED BYTHIS REV:

C-/Y6 72/6#6Z1 ?~•6~5 c•~~~' 3,fc 1 ~ ~

~4iJA ///,d6//&~ 7<3 g ~ 7YA-'(J / ('Xf'S ,f~3A'&~6'5&iiS

/ ~

TVA 10697 (ENDES-7-78) *Use revision log (form TVA 10534) if more room is required

6s~/yyJ'~ 6J~C

,ýBSTP ý,,CT

/ . ý-- -rl ý 11 ý/- 1)

FORM 3

WATTS BAR'NUCLEAIR ?LANT-IN'DEPENDENT REVIEW

10520DIN521710520.92.0000ref: 10520DIN4311

Finding Number /F/3/57 /7

0-PL


Support 03B-lAFW-R55 has been revised from a rigid restraint in the X and Ydirections to a rigid restraint in the Y direction only per the latest analysis.This corrective action is complete and support 03j3-lAFW-R55 R901 was issued.3/10/83 under ECN 3198.

References: EGN 319803B-lAFW-R55 R901

Program Team Member


Chairman, OEDC P~§Iicy Committee ec

II7/1e3Date

/Date.~

Date

Black & Veatch a. ý.

Classification: type Category I,

Date

DateBlack & Veatch Senior Review Team Chairman

COVER S:-W'L--T SW-P(BEFORE ISSUANCE OF OPERATING LICENSE)

TENNESSEE VALLEY AUT HORITY- -- ..-.-. ,.n nCC Kll

0813 50.0 SlI

ECN NO. - /

DIVISION OF E.NGINLLKIINkU Luct ' WAaXs 93r Fu-. ia.rit, SP6119 City, TNTo: Construction Project Manager

-From: Design Project Manager SV 0 3-

DATE UQ 1317982fjw 2.-DeATEN~


Secti on

IReleased: Zf~esign Project Manager

Date

K ~~~SCOPE " ,(-p/A .- 5 f .

Project AL/lt /f /C)/'C1 Affected Unit(s)______

systm o reiui j- S-14 / IF v• 5'(v ,' '5~

Reference & Description of Change !-., 4ý 10 ,4u z-eJ'q .4"? . ~eq ~yvp'3 Jii¶

OtW 'k S ~eci( ~/ C/gM 0,,, yewc.r fac/i~ -re tcý 'f:1 z 0 .0 7"C - %J -e

DRAWINGS OR B/M'S INVOLVED: Yes JDate Branc, nineigBace e rN

or Data Sheet Thravoe EnineigBaceYsorN(Data Sheets Required) No Available Approval Required

ECN is r pI~ nch review:

Thermal Power Engineering Branches

Civil 7/44'1Electrical

Mechanical

Nuclear

Thermal Power Engineering Des Project

Civil

Electrical

-Mech

Analysis

Arch, Hydro. & Spec Proj Eng & Des

Arch

Civil

Electrical

Mech

Ye 3

/410

Ces'Ign Project Man erDate

Approved:

TPE Civil Br/~ Chief Date

TPE Eiectrib Br. Chief

Chief Nucleffr Engineer

1.4

unit(s) 2 r

cc (Attach~ments): ~ .)~ WC2C-KChief. Architectural bfgn rnh.WC2

Cnief, Civil Engineering Branch. W90224 c-K

Chief, Civii Engineerina & Design Branch. W3C126 C-K

Chief, Electrical Engineering Branch, wBCI 26 C-K

'Chief. Eeictrlcai Engineering & Design Branch. W20224 C-K

MEDS, 100 UB-K

'Dat'

Date

Reaq'uired for PSAR or FSAR _____e ____

Required for Preoperational Test: S

If Yes. Test No. 7-1/ 72

Vendor Backcharges involved N 7Seismic Analysis Required__________

Nonconformance Report Required __________

QA Applies

Security System Modified /

Vendor(s) involved:

Chief, N~uclear Engineer, w1bC126 C-Kchief, mechanical Engineering Branch. W7C126 C-K

Chief. Mechanical Engineering & Design Branch. 102 SPT-K

Chief. Quality Assurance Branch. WlIC126 C-K

manage, of Construction, E71324 C-K

Chief. Cost Planning and control Staff. W12C74 C-K

Plant Superintendent

J" . .hc I "

CS 8 X( Y27tK *L G. W_ HOLE ___ -

S~~~4~I~J+ x YNGL E (X-4L.

7 i ~ a.-B PIPE CLA&MPP (E-E SHT. 2-OFZ_ __

- !E~ L EL.. BY T.Y.i

m~wmrUN ... ....

3/98, Nr io ~ I' /ta t~l~r flhk !& ...

-. a.

VSI

f~I - WI - I r- - ~ -

A]

41~~

JAg 47W42.7-2.21ý-RO'

*DIRECTION: YTYPE. __ __ __

+ 2000 .

7~NA- 3000

1<

I ®'ý

8. PI E S17F

VERIIEDELEV LOOKINGAS

APPRdVgt)

DRAVO ISO #E 2 879- IC-17-2DR.AVO CORPORATION P.O. # E-2879-CU~~~r~CONTRACT # 74.ý 38-83015

a"%A1Ts &AR NUCLEAR PLANT -UNIT #1

EAST

N UCLEART.V. A. CL&SS

PIPING SYSTEM

REFERENCE owG,

*LO.CATION.PLAN

£LOAD;

AUX. FEEDWATER'47W427-1-4i (SPipe)

kA&rKN 140.FWR5 HREQO0..L.......-IOCAVN ICHK*D. IAPI'YD.I ATI

B11GEN-PATEPISON PIPESUPPORT -'CORP. 7-N~

aId a $4%mpa~ ""oo CA.~~sS up. -L kA PuP,~ A

-tx I 4__ C. -y- v- 3 6AIt~

of KAI? I ium I

LLEL -Wll 0ý.

48N1219-2-9-

Itý4ý+

7ECITO4 . . - S

_____ .. ...

JW1

NERIFIED"

AS 8 7APPRoVED*.:

5ECTION A-APROJEC W Bt\N '_ =,M 30) 83DRA'WWG$ 038- 1AFW-Ro55

DRAVO ISO #E-2879-IC-17-2DRAVO CORPORATION P.O. # E-2879-

? 7 . . 7 .

NJcLEAMT. y (2"4s

PIPING 3YSTEA AUX. FFEEDWATER *.

IIuj .7k.~ CONTRACT # 74 C38-83015 ..

-wrra BR riu..LtA PAN - NI #REFERENCE DWr, 4l8N1219-2 8 _ -t 1

C~5J~uU(~ ARKmo _03B-IAFW-R55 No. RecO

DRAWN CMK'O. ILPJY0.1/13ERGEN-PATERISON PIPE SUPPOU1T' CRP. ,

OflrrosuRGH F& LR.Wý019V 0 ze&q 30R, goroo. MASL *woý-nd

............. .......... ..... ... .

............. ...... .. ............... .......

.......... ..

........ ..

a.

. . .........

a

.. ..........

M: ... w ...

...... ......

FORM~ 3 10520DIN521810520.92.0000ref: 10520DIN4200

WATTS BAR'.N7CLEAR PLAN-TINDEPENIDE N-T REVIEW

Finding Number / F/ 3/5/8/

0


Support 03B-lAFW-V57 R901 was designed per isometric 47W427-204 RO and loadtable 47B427-385 RO. The support is now shown on isometric 47W427-221. ROand loads are on 47B427-520 Rl per reanalysis und 'er ECN 3198. The supportw4as redesigned and issued-as 03B-lAFW-V57 R902 under ECN 3198 on 3/10/83.Load data on the support drawing agrees with the latest issued load table.Corrective action is complete.

References: EGN 319803B-lAFW-V57 R902

Program Team Member

O~C Prgrm anager

S ~ 5 W ~9~cMc~Chairm~an, OEDC Policy Committee

Date

Dbate

Date

Black &Veatcho-4.

Classification: type ,~Category A

Vetc -ProAj ecMnaeBlackc & Veatch Senior Review Team C~hairman

//ate0-

Date

TV 07C(FN DE!-1 -i ~C~ ~ aj 1 0 NO ICEC 0 [ s: -n;: SwVT c3 08 13 5 00J

(BEFORE ISSUANCE OF OPE RATING LICENSE)

TENNIFSSLE VALLEY AU]THORITYDI[VISION OF- ENGIiNtLER~IM, ~ I~-"

To: Construction Project Manager Wx 3 uv-rPat p~qCtT

- ~ ~ - -- ~" ~SwVP 204 C-B-K

DATE A~UG 13 T1982

Was IJ Analysis Required: Yes

ci

NoA X

con 2 g jýtinLeader-Section62

elease: Datýeleased: esign Project Manager Dt

~r~cI~ /SCOPE 6/loeLpM 6 o- Mo3

Project Ali 8ciV)Ce u Affected Unit(s) / -j--,. 1_1- 72

re

Reference & Description of Changecic 1-n / C/gx " ~ Ae y e/erk,?k VSý-

V,, We~ a7- cn //~ ,r- .iat&/L*.4 4 -

DRAWINGS OR B/M'S INVOLVED: ors Data Sheet Thermal Power Engineering BranchesYeorN

Clhae+e Reriiiredl Ki- available Approval Required


Civil 4/1 2-Electrical

Mecha nical

Nuclear


Civil

Electrical

Mech ~Analysis


Arch

Civil

Electrical

Mech

Ye 3Alp

All0

Approved:

TPE Civil Br Chief

TPE Electri~i(Br. C hief

T I ecana r. hi

Alt

Istefuei

Unit(s) -

CC (Attachments) '1C-hief, -Arch-itectural efgB rach. W4C 126 C-K

Chief. Civil Engineering Branch. W90224 C-K -

Chief. Civil Engineering & Design Branch, W3C126 C-

Chief. Electrical Engineering Branch, WBC126 C-K

SChief, Ecictrical Engineering & Design Branch. W2D224 C-K

MEOS, 100 UB-K

Date

ate

Chief Nucle~rEnlgineer Date

Yes or NoRequired for PSAR or FSAR I

Required for Preoperational Test: Z_Z__________

if Yes, Test No. T~4 2

Vendor Backcharges involved NSeismic Analysis Required K

Nonconformance Report Required - re.f

QA Applies Ke 5

Security System Modified A/6

Vendor(s) involved: o,

Chief, Nuclear Engineer, w10C126 C-K C-

Chief. mechanical Engineering Branch, W7C126. C-2Chief., mechanical Engineering & Design Branch.10 SPT-K

Chief. Quality Assurance Branch, W11C126 C-K

manager of Construction, E7B24 C-K

Chief, cost Planning and Control Staff, W12C74 C-K

planit superintendent

ECN NO. /9

k . 0

DESCRIPTION.9-9- ,. - V - -

Z? 4 WELDlNC% LUG1

z 5/s -; Y. K Z'/LG1. 50T W/AHtR.NUT ____

344 I~z V 7C V.S., .. fo,*CLmS/)____ MYT. Yi&j p W1IT V L:ST 0P.S

- l !4 AHH NUT.. I 93A /2' 0 X 1- 6Y2: LC&. WELDED EYE ROD THO.2___G1t 304- 'a, 'IP CLAMP

7. 2-. C)Q V72." 0) 1V4! L6,. BoL-ra I c 5o 4- X:/'P, 7" LG~. W(2.) 5/8'0 1OLE-S 3' _ _ _

gy 2. 1512.0 '/2! CONCRYETE FA5TENER (PHILIAPIS RrtHEND)______

- - - -7

15S.SWIP BA~tF METAL. PAat4TPn &4 E& 5 Y. TVA.

) By TVA.

r-AV-MO vi jLD I I

JAZ

4

lw

:1ý

7Jji

10%w,

S T. V.A. CLASSTVA 1 Qt0~rA Onf

M 47W427-ý2ý2_*'RO

+ 0

PROJECTC 0NT RACT v3 vý-DRAWINGOt~bt-I KrSHEET -:- ~REVISION

UNAT 2

-LOCATION PLAN.'-.c_

LOADsDRAVQ CORPORATION P.O. # E-2879-

CUTOPIPING SYSTEM ALIX. FEEDWIATER.U~iA. CONTRACT #74 C,38-83015 fftqej

REFERENCE DWGý 48N1219 28 (St 19W6'1T~rS BAR NUCLEAR'I'LANT -UNIT #1I R O 3 IFWV7~R Q~

CONSuMCM

DR1AWN CXK'D. APPYO.1 DATE

BERGEN-PATERSON PIPESUPPORT CORP. -C O. t ~ HTi

DAOmgue.A ISO ~ fVA w#v.aanc...i.. tEVA/-9

DI * -,

,NO.

DRAVO ISO #E-287~-TC~1 7...7

DESCRIPTION

Id ~ Lr- F439______00

i~I - --

1171411?

TA18~ - pj'A

7,-

I~1i AS ,SfCF/IOAN A2Z-A 2

PROJECT\N\CONTRACT T

ýDRAWING/I t26\sSHEET+,REVISION s92UNIT 7V~~ ,?9aQ~ t~&vOo9 R~O

DRAVO) CORPORkATION P.O. # E-287.5

T. V..A. CONTRACT #74 C18-8301 5

W41TM BAR NUCLEAR PLANT.- UNIT #j

ýPIPING SYSTEM Au'F ewA-'Tw.L4~7NZ~-I4 (ip*3)

REFERENCE DWG. 420 IZ1g-2-A C-5sri J

MARK No d3&_fA;W.v'57 NOl REQn

DRAWN CH4K'. APPVD.771)~J~ ' BERGEN-PATERSON PIPESUPPORT CORP. - AA* iT4Zj

0 808T0W. WA5S. 0*00"-MaDGI AM. .E FRANCISCO. CAU HITý GPITTS*IJRGH. PA. 0IHlMP~rSA0,N.Y. 0 NCHADGO.KIL mO 040. -"i4 19t 1.0

-0 38 L A nWG sO3-&A '

8I EI

LOAD:I ! :_ý

F QlGT

(R9005ý VZWOOR RO

FORM 3


10520DIN510910520. 92. 0000ref: 10520DIN4312

Finding Number / F/ 3/ 5 /9

0-FL


As a result of analysis problem N3-3--5A, 03B-lAFW-R65 "was revised under ECN 3198,revision R902, to void this support on 1/31/83. This corrective action iscomplete.

References: ECN 3198Drawing 03B-lAFW-R65 R902

Program Team Member


Chairman, ABDC Policy Committee

Daltel?3

Date

Black & Veatch

Classification:

74. aZtm~4d~ ~ s.'e-~~49~A ~ .c4~s-4- ~q~d / ~

Type Category 4I. _4

Blac-k & Veatc SeirRview Team Chairman

Date

Date

I I

10 ii ~Q~I LC.VER s:k:-IE-r SWP i32 0813 500


ECN NO. ' /6TENNE SSEE VALLEY AUTHORITY

DWa'3s 93r NucI--,r Pia~t Cr

To: Construction Project Manager.nSrgCiy TI

0-iet Maaner SWVP 204 CB-'r(

DATE PUfG 1317982

Was U -Analysis Required: Y

~~5tct{~c± ihwi 0 -2_. 12_.

es NoA 17Lk-Ic~:(O{.

Sectioni n Leader

ý7 Released: //o-, - /2Date

Projeý2ngýe9 --- 6esign Project Manager Dt

P r oj , 'E n gi bpeV

Project Wa/S rl4 MC)u ( Affected Unit(s)_ _____

Syte or Featur 31?x (Xi~ 4 revI

Reference & Description of Change r1 Z, A6___4c !rc4k~ ~ y . ' ~~

DRAWINGS OR B/M'S INVOLVED.. 'es JDate Branc~ hra Power Eniern rnhsYes or No

(Data Sheets Required) No Available Appovl Rqure


Civil A1,4 ,4' 1-7Electrical

Mechanical

Nuclear


Civil

Electrical

Mech ,02-

Analysis


Arch

Civil

Electrical

Mech

NO

Unit~s) 2 ,

CC (Attachments):> <' eChief. Architect~ural OeqIn Branch. W4C 126 C-K

Chief. Civil Engineering Branch. W90J224 C-K

Chief. Civil Engineering & Design Branch, W3C 126 C-K

Chief. Electrical Engineering Branch, WBC126 C-K

~'Chief, Eelctrical Engineering & Design Branch, W20224 C-K

MEDS. 100 UB-K

Yes or No

Required for PSAR or FSAIR _________

Required for Preoperational Test: YefS

If Yes, Test No. TV4 2

Vendor Backcharges Involved At;Seismic Analysis Required tee -

Nonconformance Report Required re_______f__

QA Applies ______

Security System Modified /

Vendor(s) involved: Ye JJýj

Chief, Nuclear Engineer, WlOC 126 C-K -Chief. mechanical Engineering Branch , W7C126 C-

Chief, mechanical Engineering & Design Branch, 102 SPT-I(

Chief, Quality Assurance Branch, W11C126 C-K

'Manager of Construction, E7B24 C-K

Chief, Cost Planning and Control Staff. W12C74 C-K


A/V-LVJ2-

-ILL,

A4

- p -

-AX--- NO lAIII I =-4SZ~.PIPG CLAMP~..

~;1000ZOO R/0 - 1-! - 11"II. c-_ I (DS '3"% 3"XY&/GANiGLfX I~L G

2- - c0 V1 4 6 STUD ALL TNH.

* .4 - 0 1/" AI*I NUTI~ C. s0 4 " X 1/4"t '7" LG. (,I) 5/0e" 40-E,

-7-- 2. 51-2-0 V%274$ CONC-RErTP PAS RtHL EP-IHL I. PS. tru

~ ~ cL t~ ~ O N DEZILET BY ATES P/P/N ANAL YS/S'IIC N~J- o. Oate !DsgOs'wsm c)k~Ikuovf Subml ins

I ~ 4- -- -.C Er-r I so bloc~

~ .C~e,- ~Aa Tb~gT. P~Cd.A~pT' 6 4-7W4Z7-Z04-RoQ-AIboAF-%- iI P id.Aeft- s' 1'A.*

F'T1,, t r .U AL-P - I^kS -1 1 JIT: '71

PlMl bYTVA. DIETOz*_____

H40 OY TVA*,PROJECT

II CONTRACT DESIGN LGD.8DRAWflG#n-bý" 10z SHEET __ _ _ _ _ _

SREVISION92UNIT 14w 4.I'; ___ ____ ____ ___A"-_

~~-3

~ ~ 4POO

1 . ' "( I I

2 1%-;

L .2I,

ELEV LOOKING WEST 1

DRAVO XSO #E-2879-IC-17-2 T.A. CASSaq~ ~ LOCATION PLAN.

DRAVO CORPORATION P.O. *E-2879. BEm - I N-PAhSNttU9 .

T. V. A. CONTRACT 7~4 C 38-413015 *

4~7W4~27-114. 40181219..2m8 AWATTS BAR NUCLEAR, PLANT -UNIT *1-~~'~~~

03-tOVR _*

g'PA P- 3. 1317S

'TEM nUAN. *PART NO. SEDESC RIPrION

(4) 5/,~o- 10LE 5

SEC 770NI A-A

P ROJ EC-- f CONTRAC~Z-

DRLAWINGZ.03 V

SHEET 2,-72 REV._2Z.... UNITLZ-

Z~NIT/AJL 12 _SQ2.= 77;/A R900

sot lueior. 11 , N I Rv4- Ný FCN No. ;Do qn!D ý,T1 Crfl kdcl~uov Eneý Ir maSuhm ý Rec -;

DRAVO CORPORATION p. 0. # E-ý879-

'0 ,RT. V. A. C OD NTRACT # 74 0 8~-8 3G'-

WATTS BAR NUCLEAR PLANT - NT#L

BERGEN-PATERSON PIPE"

-ss~ AUX. FEEDWATE'5REF. PIPING s

DWGS. 47W427-g1-3 ON'~

JOB8 NO. 36 0 4 FAB NO.

MARK &

DWG. NO. 03/AFPY,%SR6

FORM 3

WATTS BAR'NUCLEAR PIAN-TIN~DEPENDENT REVIEW

10520DIN511010520.92.0000ref: 10520DIN4313

Finding Number /F/3 /6 /0/

0-PL


As a result of analysis problem N3-3-5A, 03B-1AFW-R68 was revised under ECN 3198,revision R901, to void this support on 2/28/83. This corrective action iscomplete.

References: EGN 3198Drawing 03B-lAFW-R68 R901

Program Team Member

.OEDC Program Manager

4sy\i~ <_ýý* I'ýýU ýChairman, Q93DC Policy Committee ý

// ateF)

Date

Black & Veatch 4 -4 ,

Classification: type Cat egory 1.?

d1 (f9laz.4& Veatch -Project M~anager

Black & Veac Sei rReiew Team Chairman

Date

12/ A-Date

'4ýwj -? ý'; V -ý / /A, I " V, Ir

TVA 105 75C (i N DES.10-81) -FIt-r--- N!2E i %!G C, tA1 NO [CE'CUV11ER sHE1ET SWPV~ 2 0 813 50 0


3&1

TENNFISSEE VALLEY AUTHORITY CNO

DIVISION OF ENGINEERING DESIGN WaMS 23r NurPiant, Spring City,_TNTo: Construction Project Manager

'From: Desi .gn Project Manager SV 0 3-

DATE AUG~ 13 7982 ij~A Z

Was IJ Analysis Required: Yes N

g2S~eae y ection Seci Leader

/1'Released: Date _ __ __

cT eign Project Manager Dt

Proec 1/// 3/l.CEa-k' Affected Unit(s)________P r oj e ct 3~ ( N , 7 5 • ~ r v

Reference & Description of Change .' 7 L_$6 Av ,g.e'Ag-e- Pe Vd < ye'i 0 Vf"

? ra S1Liec t, If-, c .Iq• c20c4 yIawk We a qC/ýc 12 V

~~~~, ccc /7-' c e *

DRAWINGS OR B/M*S INVOLVED: ' es Date Branc IPw n n e rN

or DaaSet Thermal Power Engineering BranchesYeorN

(Data Sheets Required) No Available AprvlRqie


Civil A14A 10 #2-Electrical

Mechanical

Nuclear


Civil

Electrical

Mech zf2.

Analysis


Arch

Civil

Electrical

Mech

fpyS cAL WORK MUST BE DONE BEFORE:

Ye 3/JO

IV 0

14L

ýUnlt(s) 2

CC (Attachments):Chief. Architect~ural bEfgnAranch, W4C 126 C-K

Chief. Clvii Engineering Branch. W90224 C-K

Chief, Civil Engineering & Design Branch, W3CJ26 C-K

Chief. Electrical Engineering Branch, w8C126 C-K

IChief. Eelctrical Engineering & Design Branch. W20224 C-K

MEDS. 100 UB-K

Approved:

TPE Civil Br-' Chief Dt

Cnie ate

TPE- Electrii Br. Chief

TPt v'Iechanical r. hie D

Chief Nucle r Engineer Dt

Yes or No


Required for Preoperationlal Test: ___________

If Yes. Test No. 74 2

Vendor Backcharges Involved NSeismic Analysis Required r.Nonconformance Report Required __________

QA Applies ke

Security System Modified A/16

Vendlor(s) involved: Ake J9

Chief. Nuclear Engineer, w10C126 c-K

Chief. mechanical Engineering Branch. W7c126 c-K 0Chief, Mechanical Engineering & Design Branch. 102 SPT-K

Chief. Quality Assurance Branch, W11IC126 c-K

manager of Construction, E7B24 C-K

Chief, cost Planning and control Staff. W12c74 c-K

Plant superintendent

.. I H0.1 S;ZE . t¶t I ! I .'ZiT..

i__ ___ Y2.' OrONCRL.TE FASTE.NER (PHILLIPS RtDtiEl-,D)_____

___ ~ ~ ~ E; __T. ON S~AT. ZOF L _ _ _ _

:5 t~c- FCR PeM 4, (PerN 70 Pl,.4) ------- ___

5ee 5"T- Z F=09 5Ym(!,L.S

DI.IR1 ECiION: .... Y

2. TYPE~ ..

Y4 DM!GNl LOAD.

____ ____ ____ PROJECT:.~"'. .CO....... NTRACT y

~~ SHEET.. .... .. ..... ~ ~ : N T 4 I REVISION o

UNI

PIE rLE. 0D*1HC2.ý

..._ ___.........___ ___.._ __. ....... '.3 "0 7o :

K~~~. ................ V. .. C.TR C ........RNU LAR LA TU~ 10

.. ... .. .. . .

'I

i'; -~0,

MTON P.o - Auc--h

IlPNC-4 'T~u-;~;2fr-~e%&w k.-, ~ ~. .~-7W4Z7-8-3 . -

RE.-. ~FEREN'CE D6. V -

I~J~ ~Ec~D-

.~r.

I

b~,r*r?$ ~ NUC AR LA*~T ~ ~

FOP-1 3

WALTTS BAR'NUCLEAR ?LAINTIliEPENDENTr RVI!

10520DIN511110520.92.0000ref: 10520DIN4314

Finding Number / F/ 3 /6 /1/

0-PL


As a result of analysis problem N3-3-5A, 03B-lAFW-R72 was revised under ECN 3198,revision R902, to void this support on 2/28/83. This corrective action iscomplete.


Program Team Member

,--_e-Ž9/ II ý x/ m W /ýpOEDC Program Manager

~cLW ~Chairman, OOC Policy Committee

Date

Date

Black & Veatch


10.. -


Category 4

Date

Date

It / B64ck & Veatch -Project Manager

11.pý

E-A

TVA bollsc r- (N DLF-10-8-1E , ý J O V,1 0UoVE RS:IEE 1 w--3 0813 500


TENNESSEE VALLEY AUTHORITYSccir-M

ECN NO. 3 ,

DIVISION OF- LNIir'Jt-ClS.E~ Nr- Pinl1* -in CyT

To: Construction Project Manager at pi iy I

-From: Design Project .Manager SV 0 --

DATE A~UG -13 7982

Was IJ Analysis Required: Yes _ No3Lý

Prep'red V ~Section Secti nLeader

V ~Released: SProje&2'ýEng!Jje5 i/ *esiignn Project Manager Date

TSCOPE~ ce- ","nL 20 f

Project /V( Cl 'p- L Affected Unit(s)________

Reference & Description of Change I-1> 2i6eAv 1_4u ' f~e-edg/'-Svt o'

S,~c~i Cc C/g~

DRAWINGS OR B/M'S INVOLVED: /Yes YDate Branchor Data Sheet

(Data Sheets Required) No Available


Civil 7/ 4 - Ye- ____

Electrical NlO ______

Mechanical /10 ______

Nuclear _____


Civil /4 _____

Electrical _l_

Mech zZ___

Analysis______


Arch _ _0

Civil _ _v

Electrical _____

Mech JK

Unit(s) II I

CC (Attachments): >~~,Chief. Architect~urdi 6egn~ranch, W4CI26 C-KChief. Civil Engineering Branch. W90224 C-KChief, Civil Engineering & Design Branch, W3C126 C-KChief, Electrical Engineering Branch. WBC126 C-K

>Chief. Feictrical Engineering & Design Branch, W20224 C-KMEDS, 100 UB-K

Required for PSAR or FSAR.Required for Preoperational Test:

- if Yes, Test No.

- Vendor Badccharges Involved

- Seismic Analysis Required

Date

Yes or No

Ala

Nonconformance Report Required f'

QA Applies e

Security System Modified A./6

Vendlor(s) involved: ) Jpj

Chief. Nuclear Engineer. WlOC126 C-K -Chief. Mechanical Engineering Branch, W7CI26C-

Chief. Mechanical Encineering & Design Br'anch, 102 SPT-K

Chief. Quality Assurance Branch, W11C126 C-K

Manager of Construction, E7B24 C-K

Chief. Cost Planninlg and control Staff, W12C74 C-K


-ý,(a I ) , "116p-

I-. _T FkAENLk,(hHILLIeStrA~ 12zj cs 4-)/z7." 8" L. w(.r/B3 0HOLES I _

C- 70 -V,' R_ Y ___G_

F7_I -2 00 3-1 1 END ^T_1T/C-Hl*AEHT __

1 VA a9c -e- VDPit_ go

0 'TVA

1 I III I igt-~"7i3I4.. ... .... ..

.. .. .. . ...,. . ..

....... ... 7=7=7..-

. . . ... .. .

DRAVO ISO ~E-2R79-Tc~

C..AM S6 WELý.O Ii

N

- .5 ~PROJECT !''~7N

-~ ? \SIEET:.- - V-'4 REVISIOli.ý,c 9o 2'

.or.rrich,.Chef ~5 ''

I

....... N

E L N NIUC LEARl

17-; T. V. L CLASS-~ LOAT101PLA~N

....

. ... .

.. .... ...

DR.A\O CORPORATIOiN P.O o, E-2879-AA AL"'. FE, Tr

Sm uC~..e ~AL

V8~121~~2~8 -

T. V.A.. CO!:JRACT.':.l,74 38 .83015 FLL.~4>&.

WIATTS BAR NUCLEAR. PLANT- UN1IT~ -_____

o3~A~rR7? LK i.. ~I~F0 6 1 1.7 R -

ISO. 4'7N4Z7- 2_04-F-0JOINT:MiECTION:

SR 00*J

DRAVO ISO PE-2879-IC.c- ý ilw s ýL cw-pL iý` -r-" c?',"' urt-LOH, c --

-r it SN, sp c-ev'r'1111, p IL

VE.4,7. %p,4-r PPa C.LAWkP To 8pM

PROJECT.CONTRACT

DRAWING #SHEET

REVISIONUNIT

ReasonSupersededConcur--

. - i-f3lyf -

SECTION A A

DRA'A) ISO # E- 2 879-IC -17 -2<(, TM~ JRo 9 VE ̂ 247-ZL6 LOAD-

CORPORATION P.O. * E-28 79 ol-jYSI

T. V.A. CONTRACT # 74 C38-83015

';WAT BAR NUCLEAR KlANT -UNIT #1

1 4w

+~

,**.'a r

AUX. FMEWATER

MARS NO. O~B-~AFW-P~7Z NO.I -

BIRGEN.PATERSOI4 FIPESUPPORT -CORP...-

t 77 774 7w.u.Id S Il, '1S 0bl

DRAVOI

-%-I zsr+40'-ý5)s

FoRM 3

WATTS BAR'NUCLEAR ?LAN'TINDEPENDENT REV=EW

10520DIN511210520.92.0000ref: 10520DIN4315

Finding Number /fF1/3 /6 /2/

0-PL

Coimments pertinent to finding:

As a result of analysis problem N3-3-5A, 03B-lAFW-R74 was revised under ECN 3198,revision R902, to void this support on 1/31/83. This corrective action iscomplete.


Program Team Member

OEDCPoga Manager

Chairman, OEDd"Olicy Committee ~

/l ~ '

Date

Date

7A- 0- ,/rv~ ~ Z4Black & Veatch /.~ ~ 4qd4~.'4...

Classification: type Category 0'

Black & Veatch SeirRview Team Chairman

Dat

Date

TV 07C ENOS 10-81) f ~((A -1C)~ NO [ICECoVERSHh SWP fij 0813 500

(BEFORE ISSUANCE OF OPERATING L-ICENSE)

ECN NO.TENNESSEE VALLEY AUl HORITY

DlIVlISION OF ENGINEERING DESIGN

To: Construction .Project Manager \Va~s Bar NuJiý.iu. Pia~nt, Spr~nq City, TN

SWVP 204 G31-iFrom: Desigin Project Manager _______________________________________________

DATE AUG13 1982

Was IJ Analysis Required: Y

7 ~-~i-i

2242as Nof

-Section Secti~n Leader

ZReleased: Date~1-~~esign Project Manager Dt

SCOPE /,ht 9* PAKA6 3 '(AA/cte Unit(s) ii2-

Project Affected'c/ai-

Syst) orY Feaur jg7,5%- - irv

Reference & Description of Change_ 1-nk Z17 Y ,4vx ptcig/~ S . ,li'e / VCi.- ypk/5 elp~ .41!L7

(1deaL,1j 74 .6 S,9 e f*'-14 C,./e

DRAWINGS OR B/M-S INVOLVED: Yes Jor

(Data Sheets Required) No


Civil A/Aý 7'- e-Electrical NO

Mechanical it10

Nuclear V


Civil/a

ElectricalAl

Mach 0 2

Analysis


Arch JICivil A

Electrical iLMech

PW{SJCALWORK MUST BE DONE BEO :

Pre-Op 1t Fuel 1TenCm'Test Load oerOper'fl Re

Unit~s)

CC (Attachments):chief. Architectural 6e9)gnraflch. W4C126 C-KChief, Clvii Engineering Branch, W90224 C-KChief, Civil Engineering & Design Branch. W3C126 c-Chief, Electrical Engineering Branch. WBC126 C-K

>Chief, Ecictrical Engineering & Design Branch, W2022MEDS. 100 UB-K

Date Brancl-P -'511"/ ' -' ri f 4-A. UOl 4Set Thermal Power Engineering Branches Yes or No

Dvatlabl Approval Required

ECN is r )r3~ nch review:

Des~rn Project Man er Da~te

Approved:

DateTPE Civil Br Chief

TPE Electrita Br. Chief

-r0 iTP-r~echarncal Br.ChiaeO7 y' Da

Chief NucleirEng ineer Dt

,Yes or NoRequired for PSAR or FSAR 5

Required for Preoperatioinal Test: W5

if Yes, Test No. TV4 22of?Vendor Backcharges Involved NOa

Seismic Analysis Required ____________

Nonconformance Report Required ref

QA Applies 1`-J

Security System Modified A/6_________

Vendlor(s) involved: P~~OW

Chief. Nuclear Engineer, WIOC126 C-KChief. Mechanical Engineering Branch. W7CI26 C-K

Chlef., Mechanical Engineering & Design Branch. 102 SPT-K

Chief, Quality Assurance Branch, WlIC126 C-KManaaer Of Construction, E7B24 C-KChief. Cost Planning and Control Staff, W12C74 c-KPlant Superintendent

1~ 9 I s0 11AA~ . r

_A EUIb ATTAcmHAo ______Ul

-r --

42 42 -_q ýN A NRkLLIP'b RZDHlEAk0J _

4a-

.'s

I Q

Zi -p

is t. '.

-4-- -

4- -- I

-II - I -- - I -~

DRMV CQAPORtKrQN: P;. *ý E.M89..

T. V.AJkCQ~rRAT,*74S8O C.r

WAMT MAR JCLA r7 .N 1 .1r 75. flm &7Mbý.

A&'i- iaýFA,.

WNW- AI..~~A ~ . ~ .~Y ay

MUM 4

S I I~Z 9O2

i

W* .,PPlL C.L.m A b~C%sCA60sL It 61( TvkP - -7 .0+

LNýJ ZCN No. care ý C ri ' . )k ... E'rl X'RemA IW A

EL.~ 02-

)04

-CONTRACTODRAWING# 0' Sign Pro C nogý

2-ZBranch Chief IF .4L

'100 PIPE SIZ.EW. 1

7VA R5god .!"004 A~/ - :AZI¶A -A~

ARAVO ISO #E-2879-.IC-17-2 T..4 LS-*ICA)?AM AY

. V ."-, . - . - - - - . -III .

D&S.CRIPTIO#4

AS~ Y2!' 0 X NUýý.GPI -6XTE

S c..s Y4'__ _ - -~

2. C.S 3 ~Y+ ~s 4~ A~ SOWN) __

_ __ _ _ _ _ _ _ _ _ _ _ _

As5.,/

A -_----a.

OKI I"

4ooo

'ki

I

d

TV,? f*9OOX VF MOCOR g/

DRAVO CORPORATION P.O. * E-2879-

c A CONTRACT *74C384L3015

"INVtTS BAR NUCLEAR PL.ANT.- UNIT I

o~; aEG N ! 1 IQ woo;- a" P1O ;41311

WITW FplKO SO4UTH4 S~WiF '2sLaT

SSHEETC 8.??,5

EK CI

4.

Branc CJi

PROJECT.,CONtAC. 152

SHEET a - k

REViSTol 92UN IT \

T.V. A.. lAWLA Ia LoaDL Z

"ExK NO. 03M-1AF 4 -- --.- ,

:ps'R*. XPC O4lliwi14 (l-ZFW zO7 Ro

I~.IfU.t! I ~ I

PART SIZE

-1+-t--

-I t I II I

7kw9*%Q33-iAFW-R0'74 -90Z

- I 1 .1 1

VOT

-vo

FORM 3 10520DIN515310520 .92.0000ref: 10520DIN4081


Finding Number 1,c/.T/ 13/


At the Black and Veatch inspection, construction of hanger number_________

was not complete. The hanger was being tracked as incomplete by the construction

accountability program. Installation of the hanger has now been completed in

accordance with the existing Quality Assurance Program and tracked with the site

accountability program. Attached is a copy of any additional field change requests,

Quality Assurance inspection documentation, and accountability print out.


armnan, OEDC aicy Committee

Date

/ ate

Black & Veatch ~ O ~ ~ ~ ~ ~ ~ 6ad.#4~~~e

Classification: type ,Category 04

Black & Vea tch Senior Review Team Chairman

/ZZ /0Date

Date

N

/0-N

U frf

A49eTWAM

RRI? -

B ~ ~ J9 * N/INi(ýU' IC 26

AI TvA;/ PIPE 21w$

PLANANYO'

-ON 47A42 7-3-3

47AW4 -3 -34

SEC T/A4A-A Al07 To sc4LE

2 PLA7,iE x3pxQ3 esH- AT Z540, 35 jwýýý

MVffwzoP-p-:Z!6x * ST'

ITEm QTy mArERIL4L DESCRIPTIN FOR ONE SUPPORT21SISEISMIC CU~rEGEGOR I STRUCTUFES;

M&VC A CRHZ'9 (4 O IS swP 830413 3&/) MEHNIA UNTJfl SEISNC CAT I SUPOIRT FOR AFW

39.iidg CALC MWDS SWP 530413351 9JPPRT DETAIL .3-5'

TVE VALLE AU

------ ----

LOP

ENGINEERING EVALUATIONQCI 18

1NDENT__ 103Czý-ý

PROC/R:E-COP,7L)--'' . -

CURP114 PROC-ý -2 9' 2-fTEST NO. ____ MzEVALUATION 1 "101 7- 7C4- qI

FCei W-/02 9?5 9 r.Ar?,C

j! o~rner pourentallon meects thte currentWBNP-QCP requiremnents. H+

Engineer- AA

Date /'~

2.'

(.ilw-QCP-4.23-8 Tmsrj1o. 8Attachmut A (LAP)

SUPPORT in

.nerenz-. 1h avig

Acceptd

Un ique 1det i fer

;1 br it-tion

InstalLation _______

Cape V4 A4L 14

Stainless Pipe Prvtect-i.-u _A.4.l~

Gro tAM

inte~gral Attschvmezts .lpsulation S~addle~ or W-~ S9

Stainless Pipe Cleznlin~ssL

Bolted Cwxnecticuue

Cotter Pin*.,

7, of QCP-4.23--8

rOJ £140 TRACIC144

7 W.4:; waroas FULL-41LE PSTE4 aAaf IAN&..O Ult) ~'gee*~O~lSgUO~4NS** ****.4e**g* S..K resole~re PARING01 *.ae**eEaeea.eV~~e Ut.....4.*... .w*.*....$e

1003-A427'3.i *IOO3-.2 1'-41Q41.41-01 HE 'ttoLA ctdw t s1 ' 11102 3!-2'3-- 1-41ldO 1-2Oi Car) 111171~3I.z" q I 'In il U34, ' Vamp 41I4 VIGAl

LJ-273l1003-1 1-4 7 W42 7-201 EIOb M-11612 4i Hr 1A' ii I* Oi OI~CAFI ý1500~

9k003. ý7A42t, 'N 46 9 2 ( i0

14 4' 1. GS$,J . Olt'

a cc 3-A.2i'-7-.3 5, .as 1-4t1W427-42~ 000 H-V'eaa we1 QiAw 0 cii. I *A 9604,600O

.01140 CI.

I LCu3l-A4J27rA44.. . .j. . d ~Ii 1A1W4271.UL 000 0*-9881 I HA 014 GAlp ials at4 94A 944*AO n

In, :: i-741W411-22 I Maf Me94 Ot A* a2k.4 03JO#ýA 6018? 66

040 1.84 Mil OIA -04A 9,4 06047:.9593 - 1-14 a 1-- - -- H WM 020, 44 bU-8+ -

... ..... 9~3 241~i-~- uw ~tni5 il~a4 uy j-wo

CP H"81 01 A o*. 'a1S'. oiihi :A* 06 10 470 4 OOA

* -.1

9

061 k-gsiq

FORM 3 10520DIN521910520,92.0000ref: 10520DIN4316


Finding Number /F-1 /1,,¼-


At the Black and Veatch inspection, construction of hanger number C)-ci-.' *7.



accordance with the existing Quality Assurance Program and tracked with the siteaccountability program. Attached is a copy of any additional field change requests,


The print-out is a Quality Assurance document and will be retained as life of

plant documentation.

~Q ~Y\c~Program Teaklý4ei

OEDC Program manager

ChairmadIA OEDC Pblicy-Commitc

Date

Date

B lack & Veat ch ft, .l.y ... 4,~-c.~

Classification: Type R9 Category

v6 la~l & Veatch Projec-t Manager

I? R .F , v a aBlack & Veatch Senior Review Team Chairman

h&Date

Date

(ý- -R )v C 'n"."Je

-M-ý or",_ (1--A

379

* Al

fX /.ST ,A.f) ".-l- LOCATION PLAN,-44725 1,1eo2J so-e- ATION_7 -0"

.004 AT)TS BAR

.OF CONS-4 X/S7.4-m~a #1

Z-c'' 7)POJCmCOINTRACT701VN -AlDRAWING# Z

/'L4A/ V rwrsuok-7 t S6C7r/O/V 4 -,4

104Dr BL 7B427-500 RO FE * -6

J-4

- - -.. - ,. -''A ,,e.tA..,9 ~I

SERVICE-AUX/1Ae RJ F-~.,*vr- ___________

AREA: / CJ TVA NUC. CLASS: S

MIrnf.~GH L (Mo~CEI tss. MomtmTsI: FT..LDsi REV OAIquopoqFTE" ENG IEN

F MR EDSNUCLEAR INC.FANY. SHOWN ON DETAIL 1 TIFESrEE VALLEY AUTHORITY

_ WATTS BAR NUCLEAR PLANT

map6.OG UN4IT NO.LIU3 P40._ _ MARK 14..

E

U-- - ~ ~-

% t

NOTES:

2.) APPLY mOLYKOTE 321 TOALL SLIDING SURFACES

3.) FMASYI4OL DEFINITIONS.SEE 47AiO50 DRAWING SEF

LOn 0094-TVA 7/73

EDS NUCLEAR INC.SAN FRANCISCO. CALIFORN4IA

I TEPMESEf VALLEY AUTHORITYI WATTS BAR NUCLEAR PLANT

?I UN4IT NO0. 1

-Rt V/51o~v~s 46v VA-

¶T'r"tI.ýF.E VALLIPY A1rr))'RT "'YL~W(~~ 1

VT~rt') (4RAMM, VI~QT1!.% Attachmen~t A

RP.PLY M41.wnRAN0!'TyK-I L

TO :J. C. Standiilfer. Sequoyah and Watts Bar Design Projects Manager, 204 GB-K (3)

n~,I Guenter Wadewitz, Project Manager, Watts Bar Nuclear Plant CONS"I

WD, 83 0506 319Attentiqn! -/ J- -A/ASI '14 9 17)ES e5N

IROIfor rban~e: 45t~tuq Pnint:

r~rawinv! ni~crenancy Vrieor to 17tiel T,na~inot tyor1k PRcI'RFe Nn. 13E

7;ý. i'l:AtpAfte, Fuel TLondini huzt nrior

ý:anstr'ction to Closing. rA~italizeri Accounts

A~eiti-cral flpsip-n __After r'iosing rnpitnlized

Information Accounts for th~e Vntire Plant

r~ocur'ents Affectee 1- 0-:18-7-3 18903)

ý'irked docum~ents requiired and at~tached Yes 0~~

rlcnrnpr.: c-P"imion-'~¼-Ž Yes '

-Ld4A HCA E -2- CtLFAp D FMIcrNS10 1-MiLF

S-PECIFY 01N ORAOWk,Iic "CUA/RAL NOTE 1. 38~ 0,V 'qAq050-IC R6' DO-Ej AI4T"7 ,4PPL

Al WIMPD am4 c4s om sirsAoproval o6,taine$ I~v: TelepI'one ",ero Cy l t' t'e r

NooroveAi for tran~smittal to !".I T)ýq e~l, 6v

--------------------------------- ---------------------------- - ----------------

EC o ate Tssutl~____________..-

Claianie Complete '-- --- (EN flFR Enxinear) (rIesi,

Original Return to C&;Y.RT by rN "R~

Copy 3 -Retained by CGTST tintil oritinal in returnetiCopy 2. Retaine4 hv EV RC~opy I -rsnq

Xn Proiect mxnsf~er'

c-c-*: HANGER INSPEC-TJOM

II

-~ to -J a~

- -J to* i' to to -J to

:~ : z-~ - to -" a.

tO - -. a,to to -J to

~'2to to -4 0'U~ to -4 0*~

in to - to

eiO to - to- .~d -.~ a,- to - to

"'to iC~ - to

'2to to -. 4 to'2CO to -A to~.in to, -. to

~A n to -4 to

'2 in to -. 4 to~to to .-.. to

'2to ci -J a,ato to -, to~to to -4 to

'2to Cl -J to'2CC' to -~ 0'

.2 in to --4 toM to to -4 to

2 in to -J to'2in to '4 to

to to -A to

£~to to .- " to00 ~-A

'~. .~,A ,~i~I 9?

to ~- ~wto to *~4

!hin to*~ ~ 'to'2in to ~ to

'2in C.. -~ to(a to -J to

~in to -4 to

U to ~'4 to

'4, .- ' -. 4 to)~to to 4 09

t- to to '-.4 0)5in .n -J a,.

~to to. -4

to .4 to~to to 'to.2to to toSin to to"in to

.. ,tO to 0~~to toain to a to~in 04 to

'in to to

to toc~(in to

tO CO -4 0')

a in to -4.2to to5in to to

A. Cr.,

- a to

- a to

- V

-'20

- ~ to

- ~ to

-2-'20

-'20

-'20

to '20

to ~ to

to 00

- ., to

- toOtto

to -. 0

to .40

to ~ toto 20

to '20

~~0

-~to

-2 to- to I- to- I

Grouta ~vf~Integral Attac.ýni~Lis .d-4.

Insulation Sajý!1e or

Stainlesa Pipe Ceil'c~_

Bolted Connections

Cotter Pins ~ ~Remarks:

Inspec td fn ccrdanc ith--Rev of QCP-4.23-S

Inanector Dote

WB"6-QCP-6 .23-8 TEST 110. aAttachment A (LOP)

SUPPORT FINAL IN4SPECTION

SUPPORT ID

Raference DrawMin

(cneck)Unique Ident.ifer

Fabrication~

Installation

Caps y5 ' 1

Stainless Lripe P~~

/..'

~: DATE a 115 g3 REPOT, fj42kANCER.._ F(RI ftIqfON. AtND FRAC KING__YIE PACE 78PEO7 ULL-FILE BY SYSTEMs HANGER 10 ICBEAK 0ON& SYSTt94)> 003

ORAIWIG.__ - V~SCR phbo~j _ ____ STAT T E.ST A L.SI U N I E

1033B-1-038-62 X003-2 -7i2-1 0 8MM01 4.01 ~ ~1O3--Xa6 003-2 1-47W427-219 903 *HM 03A* 04A- Ol~s _Ceo.S100 30- 1-G 36-64 X003-2 ..- 42i.0 AiM3 __A___

-190O38-1-038 65 $003-2 1-47A18219 2I 4~.*IP 3' ~tQI C. S10338-1-036-66 X003-2 1-411h427-219 904. HM 038* Q OtIS 07 C. 091* _______

S10038-1-038-67 X003-2___ -1OH'2-zi gN0303-1-038-68 _X003-2 1::47i4 121.ZL9 -9 _ Mk40A*01 S80+ A*/I4 *_/ Mi 03A4 04Ai 0700 CSC* 091*_-uh 1-3561X93z1-H/C2721

k 1C038- 1-03B -- 7 003-2 1-4Th'.27-210 903 4-Q~l HM9 03A* 04A# 07A0 CBS* 091.100.ýiB-1-038-7 T 1-47W427?-21 9 901 VI O01I-10381-38X OO 3

-jj-.'.7bd421-?19 HK103 4 MN 2 -4 W OIA* 0ýA4!~ CA *~A* oar. 09 _-29901 VOID NO HOR* _041*,C

110038-103 8-: RS 1-47W421-219 901 4CI HC 084*

1 0038-1--030-?? 1 -47W421-219 S0 .-got *vl HO Oi9A*30032# J-i:4Z-21 .? 9Q0iLj ..I HO91 08A*0A 144A T*031038L-3-p 10321-47W427-21 9 903 *HE 0114 02A* 03A4 0'.AO _5*08 A

IC030-1-03g-a~~~* X003-28 62______g4H i32ki SO S,A~n -0/1491-H/c____IC038-1--zo H9H.O I99101* 02A0 03J4._C4A*_O61* 08*4* 0081-3-a 003-2 9523 1-47W421-219 903 91-9700 H 9K 0311. '72A* 0304 C4A4 07A. 08434 -

100s--0a-3X003-2 1-41a.427-21q 902 HM19 03A# 04A*.OA 0 -4Coat091

3- 19-9 / C2 0014 .- " ZQ QSQ*20038-2 038-11 ZO0S-00 J(03803 2-4 IW42 7-218 03 MM9 03A 04A 011 CSA

ZO3~0~oO -4w12-ZgC3 HM9 03A 04A 07A 0OA203--08L 003-00 JC03803 2-471*427-218 399 3 4 1 83-,3flu~ia 03_ HM_ 0lH3hA 0A 014 C8fA____38- 2-030- 11 90037-00: (0b3803 2-47W427-21 4

Am ., 5. 14 she 03 HM1 03A 04Ani. .A*

FORM~ 3

WATTS BAR'NUCLZA.R PLA-NTINDEPENDENT REVIEW

10520DIN522010520. 92.0000ref: 10520DIN4331

Finding Number / Fl/ 3 / 6/

C


Per disposition of NCR WBNSWP8272, support 03B-lAFW--R221 R904 was revisedunder ECN 3511 on 4/8/83. All corrective action for drawing changes iscomplete. The documentation for closure of NCR W.BNSWP8272 will be complete-by 11/30/83;

Ref erences: ECN 351103B-lAFW-R221 R904NCR WBNSWP8272

Program Team Member

COEDC Program Manager

Chairman, 0BVC Policy Committeej-

/( f7/9 3Date

11 7A &)"Date

Date

Black & Veatch 7A4. &, P--emoit


IV~ta 1 Veatch-Project Manager

kR~~~

Category 4

Date

Date

:583


I %

ENGINEERING CHANGE NOTICECOVER SHEET SwP 13 0314 50~


TENNESSEE VALLEY AUTHORITY ENN.31

DIVISION OF ENGINEERING DESIGN WaitsBrNce Plant, Spring City, hIA


From. Design Project Manager SP24G-

DATE MAR 141983 .2~e /1v.i

t-I I Anz~vsis Reoulred: Yes - No

Project L ,VAffected Unit(s) -

System or Feature Lui 41Sm0 S NCR 1z M e

Reference & Description of Change 'Exea R Ft ref

V-4qrcwl, /~,'~Arj'VE ~AM. 2- NO- 82, /006 ZZO MOW#4C 1

DRAWINGS OR B/M'S INVOLVED: Yes Date Branch NIERSsuoTsucNYe

(Data Sheets Required) No Available Approval Required

ENGINEERING SUPPORT BRANCHIES

Civil.ElectricalMechanical

Nuclear

NUCLEAR PROJECTS DE31GN GROUPS

Civil

Electrical 4Mech 2

FOsSIL, USD80 A SPECIAL PROJECTS.K216lS

SPECIAL DESIGN PROJECTS-

ARCHITECTURAL SUPPORT 8@AAGU

Fww~S-CAL WORK MUST 13E O)ONE BEFORE:

_)0_NoWC,No

JE-5jk'ts_Az_

IutniI I I I I

CC (A~ttcnmv-ti. 460 - yes (S)

CHIEF, ARCHIITECTURAL SPOTNAsC.WCS - CHIEF.

CIIIEP C CAL ENINEEING RRANC. PU9D2: C2 6 C- 9 ANG

C"UIEF INECIIANICAL ENGINEERINE I ACII WMCID OL RDS!

C"EF. NUCLEA E NGINEER. WITCC126 C-OND ICHIEIF. QUALITY ASSURANCE R OAICI. 310 I-

Required for PSAR or FSAR bU`hq'6Required for Preoperationlal Test: 0 --

If Yes, Test No.

Vendor Backcharges Involved

Seismic Analysis Required ENonconformance Report Required _5__&

QA AppliesA3Security System Modified N0

Vendor(s) involved. biJn

COST PLANNING AND CONTROL STAFF, WtICT4 C-9SPECIAL DE I GO PROJECTS, W2D220 -

it OF CONSTRIUCTION. E70211 C-NNOPE RimR ruOUTWIN, CE

- ,-.,

~~$ 7 59k 5,0- T_4 IA.'& -3

JOINT.

mr pswz a 881ADRETOT.6.dl V.A aTynIE27-C-61LCII9 LN-

-~N _ j LJKAVo __ _ _ _ _ _ _ _ _ _ _N__ _ _ _ _ _ _ _ _

DRAVO CORPORATION P.04 * E-2.l BRU.PTRONPU5WR %~

T-,ý CONTRAC' 174C38-833O15 IV. Pun

SWATTrS BAR NUCLEAR PLANT - UNIT*rI

=4 -fV4 900 - VENDOR, Ro 9wmDA1-,: O30 i. 4;NpIZa f.a I 904

I -~. I...'r -4

Not %

4'j N

a wuý

AL

MI MY tSo.2 2', 9' .-

- f 16 SPLEZA -3 )4i. - -

7 S. z~lt - ex 1 - - - -s"

DIVISION OF ENGINEERING DESIGNNONCONFORIMTANCE REPORT .swV1P

MiEDS Accession No. f83 0 110 12 5

El REPORT NO. W3N-S1%8272

I r~7: UNIT 1Watts Ear Nuclear Plant

PFE-=A.==R/ORGAýýZATION/DAT-r J.. R. liollowa-v/SW-?/7anuarv 10. 1983'57 DESC='TION OF CONDITION

Suppcrt 03B-1AFW-R221. Rev 903 was not designed to thle specified requirements of supportloadS- table 47B427-469 RO. The suD-.crt should be allowed to move thermally in the Xand Z directions and be restrained in t~he Y direction. However, the support is restrainedby a n--bolt in the X and Y directions and will not allow the required movement. Thisdeficiency was identified during Black and Veatch review on finding F365.

_nA7TEFOCCU~REN-'CEEST(X).ACT.( 1 4/21/827. 7ZOF DISCOVER Y Black-and Veatch Review

J -WDE (EN DES-EP 8.01) W'~A

CM,. .. ECTIVE ACTION:

12 SIGNIFICANT CONDITION! ADVERSE TO QUALITYYES _17 %NOD

I , 1 BRANCH C E DATESJ__/

A C T. > D E IA7 E S ýF:RO 1 'A D ESI G % C.-1T E P: , ~E C'-''.EN T ySES 0-

CRITERi4- :'Z)CUMEN7~ *.Z XC=5-:71ON R.EQCUEST NO.

. , -I ' Z.SC EDI-LE rf.'PACT

21I PLAN.-

J5Zc5

NONCONFORMANCE RE-PORTW7 REPOR7 NO,. 17

AS Vi_:ASLE CAUSE: (REQUIRED IF SIGNIFICANT)

E-7THIS IS A GENERIC CONDITION YES 0 NO0

ACT!ON REQUIRED TO PREVENT RECURRENCE: (REQUIRED IF SIGNIFICANT)

'I%::'PENDENT REVIEW:

LA LZ3= EST. ( ).ACT.( MH 2 SCHEDULE EST. II ACT.I

'--VT NO. _ T2TAKDESCRIPTION 24DATE INITIATED

F.E,.'A .R KS:

LE OITIUTION:E6ALENDSATOCMPT:C--STPROJECT f0,NAGER J. R. Hollowa'y, 3109 GB-K 21ALNDSCINOPEEE'. DES PROJECT MANAGER'... F. ESS

C =CE OF CIA_ __ _ _ __ _ _ __ _ _ _

N'ýifor Significant NCRs) 'RNHCH FOGI. CI 7S cisNHCHE/OG

% S= Ifor Significant NCRs)A'--zSTANT TO THE MAN4AGER OF OEDC (Quality

.: ~ ~ n~ ca N C~ sMEDS ACCESSION N O .

FORM 3 10520DIN515410520.92.0000ref: 10520DIN4317


Finding Number //3~ 4


At the Black and Veatch inspection, construction of hanger number________






Program Team Membt XJ

OED~f-rogram Manager

Chayan,- OEDC P~!9 Committee

I Da e

Date

Date

Black & Veat ch

SA- 7.T57 4...

Classification: Type ___________ Category 4

alaA& Vatc ProectMangerDate

Black & Veatch Senior Review Team ChairmanI aef

c., mizv,

5 VA D"I 4-? fw~'~-' 1; pt

N (hZFO3B-IAf#- 9" NMAX)

IN-

LA.

fAUCLCARTr v. A. CL~ASS

I -

flDA~TA TQA P.9Q7O..TC...~.

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PAN CNETS

/9d

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*INFORMATION ONLY

7~P LOAD-

TziIL~A -4

LOCATION PLAN

C)RAVORA CROgON p 0. ir &29-ý9.

T. V. A. CONTRACT- # -74C 32-%W1i5

WATTS eAR NUCLEA12k PLANT, MIT w

BERGEN-PATERSON PIPESUPPORT CORP.

SYTU AUX. FEEDWATERREF. PIPINGDWGS. 4I7W427-3-10 '48NI210-7-3

Joe No. .304-F7AD NO.009 19;4iMARK &£a

DvQoIEt-/AFW-9921 1.11S -l o~ !a "-%L- - -I _________ _______Rd

FORM ~ W75 -

fjzt

f4ot

041 ac~I c~

2p EP :mtw SP 5m7 1S DATE,.?.7

nDA17n TCn r-1970 Tr-ir,

nsM uA4m. NIRT 14O. SIZE DESCRIMION WGIT.

4 2M rZraZxV4`xLGAS REGO____5. .L TS ' *Z*'s xIG AS REQ0 Y~

I- SVE its 17)~. _ _

FCRMBe-2.1o175 -- _____________________________________________________

~.- I - f - Y ft.easantIEbI ~T.C

tITSM OUAM.PARTNO SE. .. aa..AZr~r~r N~;1 31L3 -- s.--. I- -I-1 ~ 'K-3 N pAAM& ____

9i L TS 6E'z f 0z S ASWLVXD/3 T S 3-,3z*,1 ~GASAff~___ - __

12 12..3. - Adul 1jj 04~

ITEM OF 771 mi A#M~MVI. IN AE fA IL/S 40 BE

hC#UT, OF 'fFOWI OFF 03 m Sx

,fl 75fliOj~

TrP> i--

SEE NOMF I

la tw2. na WA6 -

M-86 C.4LC, WEDS SWP 83 0103 04/

[Rev piJ,-R C'H'-889 ,4im c ac no I 1

£LE/A76'CA-AT$o V.A-TLOS ~t~

DRAVO ISO E-2879-IC-16-1

X DRAVO CoRp0R.A~r'ON p.0. ;tE-2379, BERGEN-PATERSON PIPESUPPORT CORP.A. ~ ~ ~ ~ ~ y emTATtlCi101 ~ AWI. FEEDWATER

10 V. A.CNRC 7 9105REF. -, P4PNG STRUCTURAL

"q~TS OAR4 NUC LEAR PLANT -UNIT #~ I WI tJWF7Z~1 1INo- O~JOB NO. 3(, 0+- NO.NV0 ~

_____________________________ MARK sm ; SH EET lV

L.LL~~ ~ ~ SI)~5a-1 ATEI-3I--7,0 OwG.o. No.RZ ~ kim!0

ITA R 0 X4Wae 0~~

a.

-4J

Iff1wrl MM&Y f, t+jl ALJL_ý-Ull ApIllso

*a~cmai~o.

ZZ :747'114"

FELYAT/ON0B INFORMATION

ja4

T. V.A, CONTPUNCT *74 C38-MIS 5

"o'"VATTS WA NUCL-EAR KAMT - UNIT #1

PROJE CTLWY&CONTRACT '74C3-8S0/.DRAWING 035-IAEW-fl2-x5SHEET-3jQEI.TJREV 90-4 UNI1Z......

TVA QBA -a V"fAi A b

aEptaENCE

I~i a aE

SERGEN-PATERSON PIPESUPPORT CORP.0 "T om.";aa. 0 we*&iqsu. mi. a0 SmpuAisqc.04. CAP.&*

0""Savoo,.e.PA. aftems"Se.MW.V C~ L

PIPING svill'"Al-m-

T I 0ý'TSUPPLEMENTAL DOCUMENTATION

WBI,,P-QCP-4.23-8 T---T NO. 8

Attachment A (LOP)

SUPPORT FINAL !NSPECTICM

Support ID

112031. 03B- JRW\~- R225Reference Drawing

A.-copted(Check)

Uniqueo Identifier

Fabrication NA~InstallationMA

Top Bottom Lateral

Gaps WA -K - M fStainless Pipe Protection

Grout

Integral Attachments

Insulotion-Saddlec or Lugs

Stainless Pipe Cleanline~s

Bolted Connections

Cotter Pins

Remarks:1i e I-~f~ L per

WuR 6Inspected in accordance with

perr/-2 8

urn II

* Lub~GU-~A tauI 3S-3 7-XL Ijt; Ua 3 L Ar 6- , L 9 L

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. HAM ULA- ~UIY'A*95 j.vC.J') 4 HA OjkC*

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4I -. ':.I~ 44';'-D * I l" ) 1)1 4

ll9.' L 4 J4. .t ,5. I "--

4 hA I!A 3. 2A- )3A4 't440 'HIt1 1Q-III IV1.~ . t.- 13111 M~~ - l'iTF

1aU38-Jju-iA#'h-%L~u X-hI.2- " -- 47W421~ -ý'o I . HIA OlAA' ]2A' 1)3j* C34A* Itflj,-

JW .A A,9tV UVJ d v ~~ iy 1 !W',F g-ic r ,,. t M -11 1.'A4- 1.I4A 7.: 0 'I,, - t,;Uj j V**'1Ga-1I-s X.*GI-Z 1-47W421-106 M A O1A* 02A* .034 OA- nJfi-

LU Jb LtAI..'i..I.J 1J lIt I --i; r~. 9 do' 2." 1 -. :: .jsý -, -'p L~ I I IA L

R-4 01 3,33 I q IN 2 1. U( ev IT:. r-4 Ft,:),' Ir 4r FlU 1).' I4 -IgA 0 tU 0404 ~1.OU3L--J.As- -~w-i 4i~1- 11,14 2 1 -OI 90L ti -F f!* 6A GIAO CZAO 0350 04A9 ae

I~j3 0,J ,Qt 1 A #1,4. Ch A Xo' . I-,1h'.21-Z0. Ut0 H-,I7h 47;ý* C~A* 1.A* 08*4 OVAOM. 3b-uju- LAp h- .t.U WI AJUJ Z 'UdIL ),; I~. tS I ll -0FINQ I79 VA -t' lar 111'Ti 9 r 94 JNl

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* L-.....tt*'.x:i, :Ar~,-~a.~

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/21H It/C

I Am1W421-?i)2 OM I, bru

A jj-L1-4 7f4%2 !-.'J L "V.-

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2I-~

* FC .A, 12(A^~ 'alc '4Al , .1i' ý4!

L!)iJ.t.*. Q 'J t16 IAI , - %L i9.,9.,-L -. 4 i~l'. -70.U 10. T ~ 999 11 11L ji..- " -9." - ~- I .- )4 99' 7 9I-9.

V jI -ý,J,,_IAfr.._,., )J... V's7k'.1 ',f t 4 HO 'l S A- .0'BA 'II'

1UJJJL-U~d LAw-nZ~d. itU.) -. 1 -4 1 ,4 2 1211 1 P'! P"IA 'IAO flA* ;.304 '4,1- Vt( 1,'

1U~)b-d-AI-.1-. Jjj' 1.-d4'2 1- 21 2I~ 1%. t, H A1A -6 ' 2?A 9

43I 4 '44L* 81

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/0311-H/C

AJ-- il I I S - 9 ý T - Z. I W. -9 1 - I ._ r . I ---- . . . I 1 11 . -, - IN I

. Fin 77,34 7.4- 111Aý

L'ýOJE- ;!I; -LJ4IW--LZZU Is JU 21 1 Q 11,142 1. r I

1-.q 60141d 1--li, I SU NO.. 40.5%11 1'. L

Klua ý

The B&V project managers expressed a concern that there was a conflict

between F757 and F366 since the two hangers have interaction. Both

supports 03B-1AFW-R225 Rev. 904 (F366) and 03B-IAFW-R227 Rev. 904 have

been reanalyzed and all interaction between the supports addressed. The

calculations are WBP 830822 054 and WEP 830810 026.

* EN DES CALCULATIONS

DRO M~"PRMM 21214C0051(I P910071*0- Wbaqse IM S3140068 .!2 0810 0

~ ma a. 1IVUITN OF PROBLEM

R-Hold" A Mt A #-&37 Ost

ammi~~44e*A"eey AWW~

WWI_ i~ T06-/4k/ t~

' ftsEceqr RTUN RIINLSTJ.J NAH, 106GB-

TVA mmn. awoo m *Use a~~o Wo (him TVA 10634) it mw. foam is rqimWd

K) EN DES CALCULATIONSs* MiLARY FUDI*AM6 CnWCWWPJýSA

El El STTdMETW or PRo5LM

rLCL~t~tlotS P'ER-FCP. 4-92.q&, Fme

_____ PAUXLA~NX FEEDW~)AT9-

Su~fPojLX 038- IAR)- R='25.

RzarJ~3 FSPoT ~P4~b ~tFe

ReutstoW ~q03O SUPPM KE13~c .U LPD47 '5LE AC5'TCLAt

AV?*C#Ir /C/ LC

wam~in44S) U W.lg (f.r TVA 10534) if man room k Mquhl

1"W MA10520.15.10001 - 39TELEPHONE MEMORANDUM

0DATE 12/14/83

TO0) Xl) H. E. McConnell -TELEPHONE. (615) 632-L450 TI ME 12:53 X7 PM

COMPANY Tennessee Valley Suthoritv cc, H. E. Mc§2onnell T%.

RECORDED BYýW. J. Zidziunas WL R. E. Blaisdell

PROJECT WBNP-Independent Review PROJ. NO. 10520 PDCA/File

SUBJECT Finding Report Responses -FILE NO. 15. 1000_________

I called Mr. McConnell to discuss Findings as follows.

F757 (F366).- The inspection tickets for hanger 03B-lAFWA-R225 Rev. 904 appear tobe against an earlier revision of the drawing and pre-date the hanger drawing byalmost one year, in one case, and by seven~months in another. Re-examination ofF366 data revealed a similar situation. An explanation and/or revised data forthese two findings is needed.

.F782 - The TVA submittal '_addresses certificatio 'n of the hanger to FCR 7598, butthe changes defined in Form 1 do not appear to have been made; and the hangerdrawing 03B-2AFW-R222, which was forwarded byForm 3, still shows the brace.Please clarify the submittal.

F807 - Please verify the cable designation IA3913 has been color-coded properly.The Form 3 certifies Cable 1A3193. Refer to DRR 727 and F807 basis.

F847 - The computer printout is not legible, let alone reproducible. A readablecopy is needed to verify that the outstanding wor .k __is, in fact, listed..-

Data Sheet 4 references Drawing 47A060-3-8 and 47A060-3-8A against F319'but doesnot mention this Finding; in fact, no mention of F847 can be found in the ECN 3511data that was submitted. Clarification and/or additional data is needed beforeB&V can process this Finding.

F881 -Please provide a replacement printout since the one provided will not ade-quately reproduce.

Homer indicated he would look into these items.

I advisedhýim _tha~t _B&V -will -probably come to'Knoxville to- r-evi-ew the -i-nformati~o-nthat supports the DRR matrix.

barn RECEIVED-B y V

PROJECT #I L

10520;'- 1N211810520.15.1000


DATE 121/

(TO0) 9=M H. E. McConnell -TELEPHONE (6_15)_632---:L_- TIME _____~P

COMPANY Tennessee Valley Suthority cc E. Mc§2onnell T"

RECORDED BY\W. J. Zidziunas R. E. Blaisdell

PROJECT WBNT'-Independent Review _PROJ. NO. 10520 PDCA/File

SUBJECT Finding Report Responses FILE NO. 15.1000_________

I called Mr. McConnell to discuss Findings as _follows.

F757 (F366) -The inspection tickets for hanger 03B-lAFW%-R225 Rev. 904 appear tobe against an earlier revision of the drawing and pre-date the hanger drawing by

.almost one year, in one case, and by seven months in another. Re-examination ofF366 data revealed a similar situation. An explanation and/or revised data forthese two findings is needed.

F782 - The TVA submittal addresses certification of the hanger to FCR 7598, but..ne changes defined in Form 1 do not appear to have been made; and the hangerdrawing 03B-2AFW-R222, which was forwarded by Form 3, still shows the brace.± lease clarify the submittal.

F807 -Please verify the cable designation 1A3913 has been color-coded properly.The Form 3 certifies Gable 1A3193. Refer to DRR 727 and F807 basis.

1-847 -The computer printout is not legible, let alone reproducible. A readableropy .is needed to verify 'that the outstanding work-'is, in fact, listed..-

Thata Sheet 4 references Drawing 47A060-3-8 and 47A060-3-8A against F319 but does

not mention this Finding;.in fact, no mention of F847 can be found in the EC.N 3511data that was submitted. Clarification and/or additional data is needed beforeB&V can process this Finding.

F881 -Please provide a reýplacement _printout since the one provided will not ade-quately reproduce.

Homer indicated he-would l~ook 'into these it -ems. ----

I advised hi*m' t-h-a-t B&V will 'probably come to Knoxville to review the information

that supports the DRR matrix.

barn RECEIVED _E &V_DEC 15 1983

PROJECT #_ZGI_

FORM 3

WATTS BAR'NUCLEAR PLANTTINDEPENDENT REVIEW

10520ODIN5 15510520.92.0000ref: 10520DIN4364

Finding Number /F13 /6 /7/

C


See F371 for comments.

Reference: 47W471-11 R22

Program Team Member


Chran , OEDC Po icy Comm~ittee

7 4. 4'~v

Black & Veatch ,,J,.~~,4.

Classification: 'Type__________

010B~k.& Veatch -Project Manager

Black & Veatc Seio LRviw Team Chairman

L...Category of

12.11/.03

Date

Date

Date

/Date

SEE 47P$471-1 VIOTE 9.ý,

56: (AK- 0.39

N 2:3

I~ T -II K-

-,K-6 CON

o'*

M~/0.9 T .2-4-IS6 (W- 76.3)

A(- 780 f 76/ 1 6-'6 (AK- 732)

W{-1155 & 1513 9-. y: A-762)

Aw&857- ,

2: f

,kALZ1"-A.?-,535:6 4 6 /

MEAf- 79/-AK-333 M1I374JMý-100IY

A.oce 1 1

d.I to~4rcHumAE q (-aw nr)

:. 1-- -fas note

-93? 4009 1 1~~Icw~', 1iI~Ik 123 DLTI7E0 AIfK-835 S ADDED MA'/17a4 AOR EC.? Af-1486 PTR ECN 393?

IIADDEDV PP 0.4 ADUA1'DAA'/CS PiP. ICN 400-9 I.3511 V // 171 .' - "

ITRIAMMED SZYMA4¾'- 72 CA,' PAýAe- 1'1R CN 3511

POWERHOUSE

AUXILIARY BUILDING UNITS 1I&2

ME CHANICAL

SLEEVES

WATTS BAR NUCLEAR PLANTTENNESSEE VALLEY AUTHORITY


,,UBMIT ED PECO.MNE APPROVED

IKNOXVILLE1 7-1P 7Z F-8.51 M 1 4 147 W47 1-11 R?,

PECON NeA.000 *04 CNSTRUCTIED

F/REd

14' 0'(A4K-035)

1 6742(-761)

&3 14t

II 1

FORM 3

WATTS BAR'NUCLEAR PLAL'TIN~DEPENDENT REVIEW

10520DIN515610520.92.0000ref: 10520DIN4332

Finding Number /fF /3 /6 /9/

C


See F371 for comments.

Reference: Drawing 47A427-2-32 RO

Ed/i (1&LProgram Team Member


ItlJ2L/L.Date

f1 Date

Black & Veatch 06. ~* ~~

Classification: type /~Category 109


AP eDate

Date

VALVE OPFP,4aXO S#.4AlT

xN

LOCA TYON PLAN

EL EVATIO1NLOOK/IV$ SO/IT/

NOTErS:I.FOR GENERA 4 NOTECS

SEE~ 4 7A4 Z27-i/2. TvA PIPE CLSS G3. ISO :47W42?7-205R5f3

J/O//ITr: 5c

TrYPE: feRDES/GA LOAP.

FROB3: N3 --3/-A ZA~

-4-A

~EP~PFRA"S4&CA/ 35 W8-8309130

SEISMIC CATEGORf I'STRUCTURES

MECHANICAL- UNIT ICATEGORY I SUPPCRT FORSUPPORT DETAIL 2 - 2

or- -

1,Vlrl,4,4 ISS11,r PC,? rCy -?511

FORM1 3

WATTS BAR'NUCLZAkR ?L.ANTINDEPENDENT REVIE1

10520DIN522110520.92.0000ref: 10520DIN4318

Finding Number / F / 3 / 7 /0

0


The support was redesigned and issued as 03B-2AFW-R237 R901 under EGN 3511 on3/24/83. The loads for the support are in agreement with load table drawing47B427-512 RO. The support is for joint 41 in the Y direction and has designloads of +780 and -2400. 'All corrective action is complete.

References: ECN 351103B-2AFW-R237 R90147B427-512 RO

Program Team Member

c~r~lt1r wE4~mwOEDC Program Manager

SU $N-~s$vr.. ~ (~A ~Chairman, OBVý Policy Committee .TJ

1///8? &-3Date

71 at

Date

B lack & Veat ch7 rv, -4- 41. / .- C.Ao-.. A"- er".. ~ ~4.4 ~ 44L. -

Ca s~sifi.*c a t ion : Typ e Category #

/ QBlz(! & Veatch -Project Manager

Black~ & Veatch Senior Review Team Chairman

Date

Date

ýf ý( 6,ý

ENGINEERING CHANGE NOTICECOVER SHEET SwP 83 0314 506


TENNESSEE VALLEY AUTHORITY ECN No. 31

DIVISION OF ENGINEERING DESIGN ttBaNulrPanSigCtyT.

To: Construction Project Manager asBrNuetPaSpigCl I

From: Design Project Manager SP24G-

DATE MAR 141983 & eI-l'EI

Was IJ Analysis Required: yes _ No I/

Project W i Affected Unit(s) z__-____

System or Feature LiX U4O de ySS g3 WAC ,

Reference & Description of Change EN1E E # Ft /

V1FArCH ,ImmAlAEfAIr erIW i~'&. 2F N06 8?,/006 ZO z~~TC 0)

DRAWINGS OR B/M'S INVOLVED: Yes Date Branch EGNVISPOTOACEor Data Sheet I UPOTRRNM

(Data Sheets Required) No Available Aproa Require

ENGINEERING SUPPORT MRA.CUiES

CivilElectricalMechanical

Nuclear

NUCLEAR PR~OECTS DESIGN GROUPS

Civil I 1Electrical+4"Mech ~

FOSSIL. HYDRO A SPECIAL PROJECTS DESIGN


ARCNITECTUIAL SUPPORT 112A01.

Unitts I I I

CC (Attacnmew1): &Ae - Yes 5

CHI1F: ARC"ITECTU:NAL.1" SUPR .UA . VIC126 C-4

CIEF. C I ViL E'1NER1 G SrM1AIC. 4i C-kCHIEF. EL ECTRICAL ENGINEERING IAC.HCZ C-1kC IEF. ECHANICAL ENGINEERINGNNC. CIAC

C "E. ULEAR ENGINEER. W LC126 C-9

C"hIEF. QUALITY ASURAnC REANCH. 5100 "IS-

JA2-

No ____

Required for PSAR or FSAR N E

Required for Preoperational Test: 0 -

It Yes, Test No.

Vendor Backcharges Involved N

Seismic Analysis ReQuiredYENonconformance Report RequiredQs CA Applies _________

Security System ModifiedN2

z 1 ~ Vendor(s) involved: bin

CHIEF, COST PLA-NIgo Aso CONTROL STAFF. V1C04 c-9CIE F. SPEC IAL DESIGN PROJECTS, W2022% C-11ANAGI~ER OF ConSTRUCTIDAI. E782% C-9

PLANT SUPERINTUDCENT.ED$. We") C-

Date? ?

n I Lun ALL THL2.

IAQUAN

br-rv

__4 - I/a."'CONCRETE P'WNRC EiE~)YVAk ____

- IEZ.- Z 10- FOT S-TUT -ITSM -42. Y1IVA o Fjt)- _

~~~TVA._NVG. 4ZS~-~A - -' -5

------- .* .. .~ ................ ......... . .... .... J..O.. .... .. . . .

...............~iEC IO N .................... ............ Y.... j l..... .... ... .... .... ....

..... ..... ....

.. ...... _LOAD;

................................... .... p

K.~~~~~. E V .L.~O~1 c ......-- ~ _

T.V.A.~~ . ..OC TIO..LN.

DRAVO CORPORATION P.O. E-82T. V. A. CONTRACT #174 C 38-83015'WATTS BAR NUCLEAR PLANT.- UNIT 4_1 2

__TI/A R 90,0 =VEA/DNORS RO

s c-lLL A4 DATE 2' 7-~~1

IBERGEN-PATERSON PIPESUPPORT CORP.I AUX. FEEDWATER .. -

REF. WiING STUCTUMAD ls. 47Wý427-2-1 _1

Jos NO . GE Q7 o E FAB N0.0 0 a %~.

MARK & WaUTr av

waT._ _ _IPART NO.]1

200-32 aoo

~~T PIPE CLAMP_____

:-5~'" R55A%.1/?" 4ý AHH NUT

.. s.. .

.. .. ... ..

Ai& -

z A la m - R'-* LG V411-4 HOLSe, SYVA,f? W^ LG y7v&

MUJTE3

1. LML I N FPtN s UlTIE ~IF{W

ALLOWABLELUG 5

STRESS343003430034300159003430015-000159 00

/670016500.3430034300/6400/590015 70014~900

14 900/~00001200028260

/5-4c0/06001//800/0600

/060/4100/4/00/4/00/5500/55-009500o95D0

2. , E\'vEUITS Iti I1,GES. ;,MA(PR; '7:+ ~f-;L'''

is RT}i*X L uIffs 911BSTPLLED 'iETICAIY AWiYtE

3. DIFECTII -

- RR -

WTPL -

SMTED.

(i?11 MaE~iTS N~E U~ FAJTEDTI-E SECVD LIZE. IF UiTEFEDRhEY SFFCRTaaEUDIHN-RE- PIPE IN THIS MOITIWI.

Z.

-y'SZ.UilDIFEC[ICM FESTPAWIN.RIGID FESTRAH{T

=TB ýfi~ I HRE LJG I S PLL&D TO DfI '0E NMT ThEPIPE WILL RIE STFESS DIFFEPE-Na EET-EEN Th H ALLhWBESTFESS NOJ RE UffLYI PAFE STF7.SS FCR VAwRIU C(ThI-TIU-6. RhEA [fITES ME~ LM) IN SHIMI TI-r U,)3 SEECEB FEFUR 76-20 NiD SLMRT EESIGN CRITERIA FCR FOUR~EETAILSI

6. CL = lASSCF PIFEL,

7. LESJGN [2PI AFFE ýrfilALIZED.8. FOR RLE;-ERNCE ANJD

4-7W.,4?--2O5) 20oG.

321I0&e -5 /b-

coMPApNIlOM DwG5. SEE

Jc- EP E:, SCH4F--FE--R --

AUX. BL-DG UNITS I a 2

PROSLEM N3-3-IA,2AAUX. FEEDWATER SYS.

SUPPORT LOADS

iT 3AR '4u"CLjEAZ~

SL E ~ m ý47 8 1 L7 -5 1 R 0

I 9e7

=3 8L 't g

LINEAR SUPPORT TYPES (TPIPE)

&' JAL

BLG 4 6 SUPPORT 171 ZAA%. B TrIf\ 1 2 tG LI

ZLCN [DESIGN LOADS P IP E IM O'/E VT a cGN

.SI .OINT DIR CL + 0.0 20 L A

SC RR 2 10 /0 0.00 0.0.020

A 56 y PR 2 /0 /0 0.00 0.00 J0 2600

B 5CP 2 ,900 230.0 0.00 0.00 J10 4500

U LS 2 0 3500 0.00 0.0 77 300

D 5 X. R 2 3400 4800 0.00 0.00 .20 7700

~OI/5 Y 1 .030 0.00 0.00 .20 30

27 Y us 2 0 ?38.0 .0000 2600

2'- P 2 60 /00 .20 0.00 0.00 20

27 35 y US 2 0 a/0 . .0 0.00 2/,00

IL 2 1/0D 1200 .10 0.00 .0/0

27 2 6300 5700 D.20 0.00 .10 14000

4u 31 Rus 2 80 2q0 .0 0.00 0.100 2200

5 Y US 2 0 3/00 ?0 0.00 0.00 31900

-1'ý L7 3 2 /2500 12 070 D CI 0.00 A0 /8000C.1%D 41R 2 300 70DA3200

I 63 y' US720 280030 0.00 0.00 20

41 Y R 2 /40 440.0 0.0 0.00150

Y5 U z 2 0 00 240 0.00o .80 2700

? _ 77~ S 20 3 10 0 .10 0 ..0 0 0. 00 3 10 0

51RR? 2 7101700 .1 00003Y

573 Y US 2- 0 00 0.00 /800~~~2 005 40

8 99 X PP 2 5 320 500 0.0 .0 .0 30

57 z9 Y U 0 3/900 0.00 0.00 0.00 C10

~D SLISP 2 30 300.0 000 0.00 3100

163 Y RP 2 /00 1400 -30 0.00 .010

10 USP. 2 3CCi 3800 .90 0.00 00050

77i~ Y loo 27/O300 .20 0.00 0.00 63600

93~ Z R? 2 576CO~ 5600 ./ 0.00 0.00 5000

-B . 9- --X

-- 2- 38 0 46 0 0.00.0 0003

0

FORM 3

WATTS BAR* NUCLEAkR ?LA!%TINDEPENDENT EEVEW

q0?10520DIN515710520.92.0000ref: 10520DIN4333

Finding Number / F / 3/7 /1/

C

Commets pertinent to finding: The corrective action is as stated on the attachedTable I. This finding is one of 24 associated with the mishandling of ECN 2576(see 5 on page 5-3 and 6.3.2 on page 6-16 of the B&V Report). This response coversall 24 findings. EGN.2576 covered major changes to supports on both Unit 1 andUnit 2. At the time Black and Veatch identified the findings it was thought by theDesign Project that all Unit 1 work under ECN 2576 was *complete and the closure ofthe EGN was awaiting completion of Unit 2 work. This was the mishandling of an ECNidentified by the B&V Report. A nonconformance report, WBNSWP83Ol, was issued on themishandling of this ECN. ECN 3511 was issued to initiate and track to closure thecorrective action. The attached EGN 3511 data sheet associates 16 findings with theappropriate drawing and revision. The corrective action for 7 of the findings wasaccomplished under ECN 3198, which was a major reanalysis for the auxiliary feedwatersystem underway at the time of the B&V review. These findings are F845, F855, F949,F950, F951, F955, and F958. One finding's (F853) corrective action was accomplishedper incorporation of FCR H-7589 issued under ECN Sl.

References: NCR WBNSWP8301,ECN 3511, ECN 3198, and drawing

Programa Team Member


47A450-3-67 Ri

Date

D#ate

Black & Veatch epr4htc"~

Category ~

/Bock .& Veatch -Project Manager

Black & Veatc SeirRview Team Chairman

Z-/7lDate

1 2-11s~-

Date

Classification: 'Type

TABLE I

24 FINDINGS ASSOCIATED WITH ECN 2576

FindingNo. NCR

F367 WBNSWP8307F369 WBNSWP8301F371 WBNSWP8301F756 WBNSWP8301F767 WBNSWP8301F783 WBNSWP8301F784 WBNSWP8301F788 WBNSWP8301

F794 WBNSWP8301F845 WBNSWP8301F853 WBNSWP8301F855 WBNSWP8301F899 WBNSWP8301

F911 WBNSWP8301F949 WBNSWP8301F950 WBNSWP8301F951 WBNSWP8301F955 WBNSWP8301F958 WBNSWP8301F9ý63 WBNSWP8301F965 WBNSWP8301F964 WBNSWP8301F975 WBNSWP8301

F986 WBNSWP8301

*To be issued by 12/09/83

35113511351135113511351135113511

35113198

31982576351125763511319831983198319831983511351135112576351125763511

Drawings Issued

47W471-11 R2247A427-2-32 RO47A450-3-67 Ri03B-1AFW-V207 R91003B-2AFW-R3 R90103B-2AFW-R223 R90203B-1AFW-R2 R90447A427-2-34 RO03B-1AFW-R11 R90203B-1AFW-R26 R90603B-lAFW-R91 R90203B-1AFW-R236 R90203B-1AFW-V56 R90103B-lAFW-R15 R90347W427-206 R503B-1AFW-R16 R903.47A060-3-34 RO47A427-1-3 RO47A427-7-04 RO47A427-7-05 RO47A427-7-06 RO47A427-7-07 RO47A427-3'-7 R203B-1AFW-R182 R90303B-1AFW-R180 R9011-03A-404 R90347W427-219 Ri47A427-6-1 RO47W427-5 R7

DateDrawings Issued

05/20/8304 /08/8303/24/83

08/10/8303/24/8304/08/8303/24/8303/24/8302/28/8301/28/8303/10/8308/25/8307/27/8309/17/82

03108

03/10/8303/10/8303/10/8303/10/8303/10/8303/24/8303/24/83

09 /17 /8204/28/8309 /16 /8204 /14 /83

**Per FCR on ECN 51 (FCR H-7589)

DIVISION OF ENGINEERING DESIG NNONCONFORMANCE -REPORT

MEDS Ncc.sson No Oil! 034

DW REPORT NO. V,3\SWP8301 RJ.

Ki.WATS BR N1UCLEAR PLANT LIUNIT 1K ===:RE.=/CRGANIZA-;TION/DATE R. L. Ilichr/S1,.T/Januarv 11, 19,83

E DESCi?TION OF CONDITION

Var~z-_us supports on the auxiliary feedwater system have not been modified, redesigned,or i~nitially designed per revised analysis under ECN 2576.

The above condition represents a situation which, if it had not been detected, may haveresulted in the inability of pipe supports to accomplish their safety function. Thesedisc-:en-ancies were identified during Black & Veatch review on findings F369, F371, F756,F76 7 , F783, F784, F788, F794, F845, F853, F355, F89.9, F911, F9-49, F950, F951, P955, F958,_9063, IP964, and F965.

OF: O OCCURRENCE EST( XACT.( /08 SIGNIFICANT CONDITION ADVERSE TOOQUALITY

1 OF DISCOVERY Black & Veatch Review YES 7L NO I

CDE (EN DES-EP 8.01) N/A Oiý -BRANCH CHIEF/DATELQI

CORýECTIVE ACTION:

-- :.ACTiON. DEVIATES FROM A DESIGN CRITERIA REQUIREMOENT YSN

TERIAý DOC UKMENT NO. EXCEPTION RECUEST NO.

YES N) E N SCHEDULE IMPACT L!7 777A.-

A.

NONICONFORMANCE REPORTW7 REPORT ','. 5S?

2Z :4-SSI GNAELE CA USE: (REQU IRED IF SIGN IF ICANT)

THIS IS A GENERIC CONDITION YES N O0iiACTION REQUIRED TO PREVENT RECURRENCE: (REQUIRED IF SIGNIFICANT)

19 'I!NEPENDENT REVIEW:

20O LABOR EST. ) . ACT.(C MH 12 SCHEDULE EST. ),I.ACT.(I

ý222 LC-:VITY NO. TASK .. ESCRIPTION DT NTAE

25 REMARKS:"I~

"71BUTION:2-ýNST PROJtFCT MANAGER R. L. Ilic.N CES PIROjECT MANAGER

CHIEF, ESSý.FFICE OF QA%`BS (for Significant NCRs('*

.E Cs CI S'.SRS (for Significant NCRs)-.SSISTANT TO THE MANAGER OF OEDC (Quality

and Nuclear Safery)--for Significant NCRS* z!STRIBUTE AFTER THIS SIGNATURE

..ANDCARRY COPY TO NEB".LS

hi, 315i GB-K E61 ALL EN DES ACTION COMPLETE:

*BRANCH CHI EF/ORG.

MEDS ACCESSION NO.

27:

9-77'

TENNESSEE VALLEY AUTHORIT-Y --DIV IS!OPN OF EN*GINEERINr. bmEsIG

ENGINEERING CHANGE NOTICE NO.______ BRANCH [CE5 L-;

antii, .5pring '..fy. TNe~sign Project Manager 5,4,

PAG E

Released By:~ / e a n -- a a e

Preparing Section MEDS Accession No. I . MEDS Accession No.

Prepared 0S WQ.-O31 5 0 7 WBP 13 8 9 507S, R . R -~'Q 5 2Soa aetion ýd. WBP P83042i8 513 5 ,WBP ..830 28 5

Supervisor: -E""

Staff Eng. orW~ ,t 6 R-1.1 5Architect: zWB '83072~7 504g 6(JWB 83 0 3 0GroupRWB

A-.ad.--.-.-'WB '830 8 08 522 7WBP .'83 10 28 5 09Branch IIt W B-

Project \A/T7 CA- M L. L- ]a ^ Affe Cted Units

System, or Feature AAJy. r6 r-,^~~i-~.

Reference & Description of Change c= I-4AN r-..c65 'DUE. TO klkkcCA-A. -~tr-e~ 14


REV. DATE PRE. SECT. GROUPEIRANCH ECN D.P. ECITO FRVSO TOTALNO. IISSUED IPARED SUPV. HEAD- CHIEF 1CLERK MOR. IECITO FRVSO PAGES

_ ___ ~ r~. a c f ci, d pe.e~ Z~3 ~q 3 fl PSM1--k Mk eftc& Ad d W-C54

7-F 1 q-e-3 a-11 MX-K e A DO6 6hV &- ,4 N 1 40,0 Ah& 3/ ýhj' r5 -3

Z~tA Lo~ 3 CS. D12LFTL DU~rS 1 112 ES-i-

rasas follows:

Information:

CHIEF, COSr PLANNING AND CONTROL. STAFF. W12C7a c PLANT SUPERINTENDENTCHIEF, ARCIIITECTURAL SUPPORT SRANC2. ~aLeCKCONSTRUCTION PROJECT MANAGERCH4IEF. cI!1u. ERGI1EERI*C sxucg1wvozz c- NEDS, V5563 C-9CH IEF, EL -T ICAL ENGINEERING BRANCH, VSC12 - ARMS: 640 CST2ZCCHIIEF, SPECIAL DESIGN PROJECTS, W2D224 C-K

UA I A ZIN r- r_ 1 ri U.

TENNE! SEE VALLEY AUTHORITYDIVISIO0N OF ENGINEERING DESIGN.

ENGINEERING CHANGE NOTICE NO. 351DATA SHEET NO.I

DRAWING OR SIM NUM8ER

1 IOwo ISSUE DATE REMARKS

REV. EXPECTED jACTUAL

kA. - A-

-3~~3 __ AJ3-3){

j j \g q ;t-7 - io 6 1 \j/ L327-z - 3 I ý -,A -I k Ni

1__ _l 51131--2 .9

I q W__421_-__OD_-a

I j -1727.~3 N:;- 3'i~

-4 7 }o /- 13 0 93 1. _.

1fJ17R-7 3_y _ '712~ - 1/3-7'35

____ 84 5--;;37 tct- sA ,3 -3 -3 r

_071__)98 0- % 1 IV3 - 3 3A/

J±/3 2-3 78 (11

AFFECTED

PAGE

REMARKS

TV-~1055E EN DS-779)ENGINEERING CHANGE NOTICE NO. 3~/tJTENNESSEE VALLEY AUTHORITY

DIVISION OF ENGINEERING DESIGNJ DATA SHEET NO.LZ PAGEW

ISSUE DATE IN E UPDATEDOWG DATA 9-fEET

UNIT DRAWING DR B/M. NUMBER REV. EXPECTED ACTUAL REMARKS ýREV. NO.

-fi /3 4-27 - 3 83 o 1j288 1413-3.-1114__4-7 k/42-27 -2-3 0 A13__- __-_/4

1 '-7WS4 2- 7 -- 3 J45g I47e2..-3Pl 41

1- 7W4 7 -. z L2D 19o:5-83

___~~ C______LETE :C2 A ~

I 4TBZ7- !270 1-o il ei i-31-33 N:3- 3 - 1,44-3 -5 ~ JN3- 14 2-

.. ......

TVA 10575E (EN DES-7-79)

TEN'NESSEE VALLEY AUTHORITYDIVISION OF ENGINEERING DESIGN

ENGINEERING CHANGE NOTICE NO. 356//DATA-SHEET NO. 4fI

q1i1ENGINEERING CHANGE NOTICE

COVER SHEET SWP W8 0314 506,(BEFORE ISSUANCE OF OPERATING LICENSE)

TENNESSEE VALLEY AUTHORITYDP-V"SION OF ENGINEERING DESIGN

- - -Wafts Bsr Nuclew Plant, SpiriS Ciiy' j-LTo: Construction Project Manager

ECN NO. 3


DATE MAR 14 1983

SWP 20`4 GB-K

&MI~Je (4K-21(Was IJ Analysis Required: Yes No t/

/1 Released: Q tA- AProjedt'Eng eer- Des'gn Prt ect Manager Date

SCOPE

ProJectLd' 13A &1 W AI"r Affected Unit(s)j ___

Sys'ternor Feature, L4I LI4-Y 6O,7F -'SY 38. NC~ fzReference & Description of Change ENDECS Ft I L66ýI CAlC&D$IQ S

42I mg aipo wpevr eEvmEw T.'M 2pp m/F q' looAZZ z-4 77Ar--a -A)

WNGS OR B/M'S INVOLVED:

W (ata Sheets Required)

ENZISIERiNG SUIPPORT 13RAINcES

Civil

Electrical

Mechanical

Nuclear

NUCL.EAR PROJECTS DESIGN GROUP4.

Civil I.Electrical 7-

Mech 2

rotsal. HYDRO 6 310ECl1A-L RJiJC-TSotSIGN

SPECIAL DESIGN PROJECTS-

ARCHITECTURAL SUPPOr RTSANCH

;"~'ý'SIL WORK MUST BE DONE BEFORE

FV-O It FuelLTerr ITest ILoadI Power

Yes Date Branchor Data Sheet EUCIRELRING SUPPORT BRANCHES

No Available Approval Required

__________ Deign Project Ma gr

NO Approved:

No ENS CIVIL St. CHIEF

NA fAm'YES EMS ELE&ICALsi. CIEF

jffi]ý5 ENS !EC14CWAL U. CM IEF

ClhieI' Nuclear Engineer

NO ____ Required for PSAR or FSAR

140 Required for Preoperational Test:If Yes, Test No.

Vendor Backcharges InvolvedSeismic Analysis RequiredNonconformance Report Required

Comm'I Is? QA AppliesOoer~ Refel. - Security System Modified

Vendor(s) involved:L I I I

CC (Attacnme-.til: 44a - Yes f 5)CHIEF. kQCHtrECnJRAL SUPPORT BRANCH. WSC126 C-9CPI tF. CIV1L ERGI EERIIG BRANCH. W90224 C-KC4 E ̀. EL ECTPICLL ENGINEEQING BRANCH. WSC126 C-KcHIE or P[CFA:CA L ENG I EERN SARCH. VIC126 C-KCHIE F. RULCLEAR EKGIN1EERO WlOC126 C-9CVI'IL, JALITT ASSURAnCC BRANCH. slo0 "IS-

CHIEF. COST Pt.Asiar. ARC CONTROL STAFF, 1012C74 c-,BCHIEF. SPECIAL DESIGN PROJECTS. wzo225 C-KMANAGER OF CONSTRUCTION. E71124 C-9PLANT SUJPERINTENDENTHEDS. W5663 C-9

Yes or No

D7ate

Date

Date

Z3-7-24Date

YIES

NInI

~ENNES.EE VALLEY AUTHOrRTY ENGINEERING CHANGE NOTICE No. EIDIV ISKt' 3.~FENGINEERING'DESIGNDAASETN.Z 8AC-

PAGE LF r ~ Project Ma

Preparinr Se..ction

naoer S'5'W 2,04' G8-K

Prepared

Total Page (R0): 2Section i - ii:

WBP '830713

Released By: '4'

4~c Design Project Manager

Ri85Staff Eng- or RR[Architec:: 26

rGroup RliHead: f-4V

B ranch__ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _

Poet &I 77r I L1 4 A W I- Affected Units~ ~System or Feature 4Lk)/I~ W* 7r. - Si'SReference &Description at Change ~/A(~ !U~~ L~-± tr7~ A7~ A~


REV.1 DATE IPRE- SECT. G-ROiU-P.5 ECN D.P.r,4. ISSUED PARED SUPV. HEAD CHIEF CLERK MOR. DECRITION OF REVISION ~ TOTAL____ ___ ____ ___ ____ ___ ____ ___ ____ ___ ____ ___ PAGES

M& l< ~.7roD~

__~m ________Adaii formation: j

C1JE~F, CO:T 'ýA&uu luG AND 004TbOL STAFF.-W120a C-K PLANT SUP(ERINTUO[ITCNIEF. ARCuN E11JOAL S'JPPOWT *IAncV, W4C&2E . CONSTRUCTIOW paPIJECT NAAECi'IZF, CMIL -IGclUING SRAjCA.vW9022a C-S NEOS* 55I6) C-gCAE.i'EY LE:71:AL ESGilCENIIG muANCu1, WOC126 c-K AENS. 640 C3T2-CCRIIEF. SPEC)*-. DESIGN PROJECTS. WZD224 C-9

~WP £3 014 50 8It "CME' A I I -

-------------- 11

TENNESSEE VALLEY AUTHORITY--DIVISION OF ENGINEERING DESIGN.

ENGINEERING CHANGE NOTICE NO.ITDATA SHEET NO. Z..

AFFECTED' ORI OWG ISSUE DATE

UNIT DANGOR filM NUMBER REV. EXPCEI ACTUAL REMARKS

nI .~ f -e

DAGEI

FOAT~AREV.

& v- -. . U ~ ______________________________________________________________

I II _________ I

I I___ I I

_______________ I _________________________________________________________ _________________ - - __________________________________________________________________________

__ I _________ ___ ___ I__ I __ __ I

__ I __ II I

I _

I ___ I I__ I _______ I__________ 1 I__ .1 I__ I I

__ I I____ __ I

__ j I__ I I__ .1 _________ ___ ___ I

_______ I I__ *1 I__ I I___ I ___________ I

___ IV. II I ___ ____________

TrENNZ-SSE.E VALLEY AUTHOR ITDIVISIC!14 OF ENGINEERING OESI

ENGINEERING CHANGE NOTICE NO. 37. N DATA SHEET N.O.

Released By:esign Project manager 20'~~r4 GB-K14%R 14 1983

I

EIRANCH

PAGE I-4*/f . A'&ry1

-tV5ý- Design Project Manager

,Prepariin; Section MIEDS Accession No. -- - IIMEDS Accession No.

Prepa~red C OE W-P 03 0314 5 09 4 _ _ _ __ _ _ _

By: -i~A~ 1 Zfl C- __ __ _ __ _ __ _

Total Pa~ue (RO): R 09R

Section RfWP '83 0401 55Suzerviscr: /10StaffEng. or 2 R

Group RR

Head: A7

Branch I _______________I______

tChief: =ate

SCOPE

Project a~~7 e3/ ! 6L~I 14 r Affected Units 1$ ,System or eature A9'LAC 7 5SReference & Description of Change 7-cF~D- 6 T g&i-e6lt ,#vD fjtz)-7Yj.vi

SEE ASSOCIATED D RAWINGS LIST, REVERSE SIDE

RZV. OATZ PRE" SECT. GROUPBAC ECN D.P. DSRPINORESONTOTALNO. ISSUED PARED SUPV. HEAD. CHIEFCLERK MGR. ESIPONORVSONPAGES

__- ~'%rh _ _____I:_____________________

i'als as follows:

'046 iformation:y

OILC.-3 PLAIIINS AND CONTROL. STAFF, vizc74 C-9. PtAIT SUJPERINTENDENTC AICF g A TGiCTUfAL SUJPPORT SRAICK W4CL2 g CONSTRUCTION PROJECT MAXACER

U:C~IF ;VJ. ENGIIUIIG 62AAcM.vv9oaza C-9 45 RED S " C-NEl, EILLZtICAL ENGINEERING BRANCH. WOC126 C-K ARMS: .40 CSTCZ-C

EF~r SPF:&L DESIGN PROJECTS. W2D224C-

EN, z-~. VALLEY AUTHORITY:ivvSiCZ'. OF ENGINEERING DESIGN.

ENGINEERING CHANGE NOTICE NO.2s:LDATA SHEET NO. --'

DRAl N ORRIMNUMER DWG ISSUE DATE J______________UNIVr DRAWINGOR_____NUM3ER_ REV._EXPECTED ACTUAL REMARK,,

-3 K

.PAGE

EUPc DATA~'RE V.

_____ _____ _____ LE7~

ii~z f4~4,z9Co- 8 ~ .31i3 I

___ I __________

__ I _______ _________

I I

_ *1* IT I

_____ I I__ I I__ I I

___ I I_I I__ I ________

I

__________I ___________ I

__ I -~ __ I___ I __________

I___________________ I -- _____________________ I

__________________ ____ ____ IF ___ I

F _ I_________________________ ______ ______ I

TEENNkS- ,- VALLEY AtUTHORIT-Y --C~dSI~. ~PENGINEERING. DESIGN.

To:VWatts Car N

pwproet anager SW.,p 20~4

I- ig S-Lection

PreparedBY: G5:LAPENN,V67-0A1'Total.-Pages (R0):.. aII

SedionOQ&ý j J/3o1"1L?

Staff Eng. 6 ,.71IRArchiteict:-- I . IAI

ENGINEERING CHANGE NOTICE No. .3511DATA SHEET NO. 4- n

ucdea Plant, Sprin9 Cdy1 ILI-n ~ - -Released By-

MI~L)S At~CP~IOfl N0

VRANCH SWj

-' PAGELJ

- Isign Proj~ct Manager

M~US AC~eS~aofl No

Rjw P30314 51 4vp'o~

MED Accession--~ ____________Accession ____No

549519'8 3 03 295U W BP 83 0 82 3

-~ ______________________________________________________________ -

)VIP '83~r 0412 518 WBP '83 0 9.12 507fR RIoHead:7

Branch':!:-_ _ __ _ __ _ _ __ _ __ _ _

Chief: a tej B '3 0 I

Proiec4-ý7 b'Ii77-S &P IUCL.4i'tA PlAk7- ...-vAftected Units / .

Systefl-qf Feature 4UyL1,j,,ey F~E,601/A T-6e -~

R~eferenice &Description of Change_ IA'GSOi &4, &AMCXe~ V m7,4 /'o-PFA1dFN- EY,eY!5W


REV.[ DATE PRE- SECT. GROU-kPB RANCH ECN D.P.DECITOOFRVSNTTANO. ISSUED 1PAREO SUPV. HEAD- CHIEF CLERK MGR. :EPITONO EISO OAGE

~ C eQ mov~ci -as PAE

13~ -2

Cl5r LCI A 11(1 1A*CM S 1111 CK t Avo S Z & SI

CAIU. SPEII. JCSIGM ROKJ[CTS 0ZD22t C-KsENy

549

TENNESSEE VALLEY AUTHORITYDIVIS ION OF ENGINEERING DESIGN-

ENGINEERING CHANGE NOTI E NO.. 31511DATA SHEET NO.

PAGE.

AFFECTED fDW[ ISSUE DATEuNIT I DRAWING OR BIM NUMBER 4 REV.~ EXPECTED ACTUAL REMARKS

47w~rv~. -~II/):~4

*1 w ý- - 4.-

jill-sqw -- a

-~~~~~r B _ _ _ _ _7Ia

.17

H;--~~ T __

MeeV-msp-

I ~~~9 Fl___ __ ___________

EIZL ___ _ _ _ __ _____J/

A f A W-RZZI 30q 4-____ AL __pb_____________

_ZI ZAFW -~Z1 f __ Ce~~~

II _______3__;____ 44sp

,rN.NESS --E VALLEY AUTHORITY -DI VI'SION CP ENGINEERING DESIGN.

ENGINEERING CHANGE NOT1CE NO.-3 'z\\DATASH'EET NO. A-

ORAWING OR HIM NUM13ER IOWO ISSUE DATE

OREV. EXPECTED IACTUAL

9OL4I3-~\-s3k ZLI-~I~

REMARKS

*1

ýN DATA SHEETrREV. NO.

-~~~~~~ 0 0 15 8 3 1 ..........- 2 q -..L...L

3-aq ~N 444-Z-7 - -7 2__1c B¶?~c

----- -----

4 6 445--7 L- ___ w b 3nw 13V

'1 1 4A, o Go- 3.- 5-1 83 q-1~ 6_

4IO(A;,O- 3-10 3 ~ j-3¶~Z

A..- _----_ q_ _ _ _ __q-

_ , -ll F2 4

__ _ __ _ __ _ __ _

- -" -7 -7,JL ~ ~ A

_______ '- I __________ _______7__E171jl

___1ý Aq-Z__ -7 -E__ I _ __ _

1- rZ - 7 ! -Z F- .z ZQ -- '- 393A 0__ __E

k_______________ ^. ~-I ^-Z I. _ _ _ _ _ _ _ _ _

18fi USV 0 .M3~e

4 -7 AF' - __i 0 \ 0 Z-3 -O%

-7A4Z1-4--S 0 -8

ifPAGE E

TVA 1Z57SE (EN DES-7-79)


ENGINEERING CHANGE NOTICE NO. IIDATA .SHEET NO. 4-

DRAWING OR B/M NUMBERDWGREV.

ISSUE DATE

EXPECTED IACTUALI~ I

'DATAf1R'EV. NCREMARKS

I. *1

___ ___ __ ___ __ 18-cl8 s__ -

0 S-7 '

_____c 44-51_______ P___ I C41c~ 7t

a. 0-35 - 2 Ilvr -e3' iz-q-93 _ _ _ _ _ _ _ _

___ -1M 'O-3-34 __Iz~I~~(Fq 1)___ _ _____ _____ __ Zi-9-3 •

I-ft-. .t-t 1- 1

I _____________ ~

I _______________ _______________________________________________________________ __________________ _______________________________________________________________________________

'I ___________________________________ __________

_________ I __________

F -~ ______________________

_ I __________ ___

-I.

I ___________ ___ ___ ______________

__ I _________ _ ___ ___ ___________

(-A:.CTED41IT

(7

I A, F 96ý9-5-831 ý-16-93 VOID-

TENN.EISSEE VALLEY AUTHORMTY.=IIN OF ENGINEERING OESIGt

ENGINEERING CH*ýNGE NOTICE NO..3ýIDATA SHEET rNO .ýE:

Wats krNcklew Plant, Spring 01y, TIN --

Rele-ased By:AlDesign Project Manager SWP 204 G8.K. A 64R 14 1ýR(

/;7//, 7'I

~' 7 Diign. Project /a4nager

Prep.-: n; Section MEDS Accession No. MD ccessiorY0.R~J -A- R

Prepar 0 P '0`3 0314 511 4By; S OsTS-rSA_-__ _ _ _ _ _ _ _ _ _ _ _ _ _

Total Pzges (RO): R. R1 BP_ _ _ _ _ _ _ _ _

Section __________'830419 ________5

Su oefrvo-or A A R RI,~Staff Exxg. or *Archiltect: i _ _ _ _ _ _ _ _ _ _ _ _ _ _ _

GroupRHed 3 7

Chief:SCOPE

Project L-WAITS BA-I-LM VCLAIr-A PL-Aw -r Affected Units_ _____

System or Future Aux B L-C -A'-IT4-

Reference & Description of Change CH6*AU4Es 7 py) E-r TO LAC..ct.. ;,-A C.

I -4 SEE ASSOCIATED DRAWINGS LIST, REVERSE SIDEI-I

REV. CATE PRE- SECT. GROU RANCH1 ECN D.P.TOA'No. IS- UED IPARED SUPV. HEAD CHIEF CLERK MGR. DESCRIPTION OF REVISION POALE

.~:rials as foli~o.

AWSIa Information:

Cy~. IEF. `_ F LANNING AID CONTROL STAFF. WIC7 C-9 PLANT SUPERINTENDENT:X; EF. _.I~>TECTU Li SUJPPORT BRANCH. W;4126, C-K CON STRUCTICS PROJECT NANAGE*CUIEr, TII. E1GTIEERvG~ 9PAICH.vW90221 c-i REDS. WS563 C-K,41IEF, c.9:TRICAL ENI;CINERIBG 89ANCH, VOC126 C-9 ARKS. 640 CSTZ-CCA I CF. 1pIA DE SI GN PROJCCTS. W20229 C-K

4t1&BRANCH FIs3w

PAGE Lý' I

TENNESSEE VAL-LEY AUTHORITY

ODIS.ItON CF ENGINEERING DESIGN.

AFFECTEDjDRAWING OR B/M NUMBER

ENGINEERING CHANGE NOTICE NO.35IDATA SHEET NO.5

DWG [ ISSUE DATEREV. IEXPECTED ACTUAL I - REMARKS -

-

~

5V\.~ e~~D- 1~2-D ____ ADO~D t~J6,_____ _____ I

I I

_____ _--

I

I I I

I I II I _____________

I ___ I

ii _ U

___ I

1 ____________ ___ ___ I

I I* I

II ______________

I. ___________

I

r I

t I ___ I

______________________________________ ______________________________________ I

I I

I ____________ ___ I

I I_______

__ I

L _______ __

_____________ ___ I

-~7-

PAGE[

DATýAUPO'R EV.N

T-zNN=-S*ZEE VALLEY AUTHORITYDiVISIC't OF EN'GINEERING DESIGN ENGINEERING CHANGE NOTICE NO. 31

DATA SH EET NQ-.(Watts Bar Nuclear MfantSpigjy._____

T~~~~, tSrn Ct.T /1<

BRANCHJUP

PAG EfIFPD Project 1.anager SWp 204 raK

5 -1-33Released By: A r-

/N 7 Pr'ject Mýanager

r ,repa.;- Section -MEDS Accession No. MAEDS Accession No.AJ? 1B F, W m4- R R

Prprc -rag 0 1-P 480 0 O ___________

By: W.~ Lý Coi-0&- Date_ .l B__P__83_-0_5_0_9_5_0_7

Total Plkes (RO): 2- RR

Section5Supervi~r:

Staff Erig. or 2 6Architecz: Mff /A_________2______6__

Group/Head: / R RC'Sr. Chiei C/____________________

SOP Msr.:- SCOPE

Project VVA-11rS_ BAK IMUCLEFA. ?L4A ý r- Affected Units 0 /iJ Ly

Systemn or- Feature 5 LEF'1/C FOR- A oe x EcEI:Af-Er

Reference& Description ofCha~nge! iJcg S4(22 F=O T1zJM SLEG'LC : L4K '78Z- FLUSH

MIErn4 hJOS-1. SIDE OF U*" Lii.e WALL 0oNe- PT'L-cc~

- SEE ASSOCIATED DRAWINGS LIST, REVERSE SIDE

REV. CATE PRE- SECT. GROUPBRANCH ECN D.P. DSRPINORESONTOTALNO. ISSUED PARED SUPV. HEAD CHIEF CLERK MGR. DSRPINORESONPAGES

F2 .als as follows: N0J5A.dditicr-a' information:

TVA 10575A (EN DES-2-83)

TENNESSEE VALLEY AUTHORITYDIVISION OF ENGINEERING DESIGN,

ENGINEERING CHANGE NOTICE No. 3511IDATA SHEET NO..(

________ ________________________________ ____ - r

nRAWIN~ OR R/M NUMBERDWG ISSUE DATEREV. EXPECTED ACTUAL REMARKS

N DATjIREV.

7 -- ~ 6-6-g3 5-~6~3 -rg,~i 5Lee~L~

__ 1~ ________ __ __ __________

__________I.___________________________________

_____________ I. _________________________________________________ _______________ _______________

_____ I I__ I _________ ___ ___________

__ 4 _________ ___ ___________

t ~~~1 __________________________________________________________ ________ _________________ _________________ ________________________________________________________________________

I ___ __________ _ ___ ___ ____________

___ __________ ___ ___ ____________

___ I ___ ___ _____________

I j ___ ___ ___________

_________ *1.-.~___________ I

____ 1. ____ _________________

I _

I.

AFFECTED

PAGE

~;Ii~ 92i .WP ~iH013 5U00

O ~ ~ V\ .TFNNI JS C j AitC)FJTli't

D1V!SIOrl 01- EM NCý Ir!. NI Pir: ( D 01 GN

To: (C ti'~tr1Ctrt), ion P t folj c i ,ner

FORE ISStJf,!iF 01 C,11 ui1..:.1 iNG LICF NSE)

k 2r NV~-r 2-of ~-K~jClhx TN

ECN NO. I 28

SWP7F 201 C3-S-

DATE U 131982 __ ( - -~ 2

Was IJ Analysis Require~d: Yes___ No , 7 i- -At . /c C i)

Praqired b'y' /ci it& 0 1 - ~ F ? Leader

___________ L .~~~•~ Releas.ed: Date___- _ LL -/ 2/' ~~~~sign Project MariagerDaeSOE( lc3 O

Project jq4:/15A 6; c -vjIf- Q-__1____- Affected Unit(s)__ _____

System or Feature 75 /v~

Ref erence & Description of Change -Li1 &T'~ •LcI

DRAWINGS OR B/mIS lN4VcLVED:7'Y5 ae rnl-" '' "

or Data rheet Flermral Power Lr-igineering Branches Yes or No

h (Data Sheets Required) No Avail~able Approval Re.4Uired


Civil 171X /' 2-Electrical

mecha nical

Nuclear


Civil

Electrical

Mech

Analysis


Arch

Civil

Electrical

Mech

CC tAttacriment s).Chief. A'Cil't~ iu ra I iic.Thancl, vv4C 126 C-K

nchleI, Cilvi Engineeringt Brancri. W90224 C-K

Corjel. CIO! Engineeringa & Designi francfl. W3C 126 C-K

Cruel, Eiectric~ai Enoineerifig Brancrh, w8C 3 2 C-K

cnir~cf, Eeictircat Engineering & Design israncn, W2D224 C-K

r,'CL3S, 100 UB-K

EON is ne~f~j~oh review.

De'.~un Pt oject Matn er Dat

________A Appi t .4ed:

TPL Civil Pr< Chief Date

TPE Eiectrie".1 Br. Chiefat

Coie' rNuClegrr Engineer Date

Yes or No

Recluired for PSAR or FSAR__________

Required for Preoperational Test: ___________

if Yes. Test No. 4 2

_________ Vendor BackCharges Involved lo0

Nonconformance Report Required ______

QA Applies e

Scuirily Systemn Modified A

Vendor(s) involved:

Cntef, Nuclear Engineer, W10C126 C-K

Choif MuCroarCal Enuineeriflf Brvflcn, W7C126 C-K

tle, mecnaniclCt Engineering & Ocisgfl Branc't. 102 5PT-K

Crni.f Quality Assurance Prancri, W 1 .C126 C-K

PIanaaer of CuristrU ionr, E71324 C-K

ctilet, Cost Planring aiia Control Staff, W12C74 C-K

Plant SuperIinencieflt

TENNESSEE VALLEY AUTHOR IT'DIVISION' OF ENGINEERING OESI(

ENGINEERING CHANGE NOTICE NO. .L293N DATA SHEET NO.L

Watts Bar N4ucImr.P1apt, Spring QLy 1L3 SPAGES

From: D *_________ __________04________Released By:

I ~ Oe~t9~Er~)~ct Manager

Preparing Section

\ ýPages (RO): 2 R

Supervisor: Rj ~Staff Eng. or2Architect: A/)16

1.11// OvrPgtnn Mana-e

MEDS Acessin f-f

SWP ¶32 0813 501SwP 182 1129 510

swpWP 0202

4jW ~ 0322 513RpWp 'w3 0 412

61'WBP t83 052 0509

520Head: R SWP 83w 0314 52!Branch__________________ __

Chief: DateSCP

Proj ect IAe LsLc,-\(C~~rAffected Units2

System or Feature oX. C, FeJ/vf 74k) •,y• S / MC/ 3 AS

Reference & Description of Change LA 16/, d,4 y Feeclwe'7leo- jSi/s'. ke -i-e V Q ka-o ,r

.0 014dfC4&40( r11e1*4c A 50,0 ce Gcle c/$rr &ft ttýý-e

. cc c ~. 1,,,7 - vaL delex4 0 Aid - / - kt. ec'c 0ý e-/C/' I oig


REV. DATE PRE- SET. GROUP RNHECN D.P. rECITINOOTVSO AGENO. Jý%XýPRED SUV. HEAD CIFCLERK MGR.DECPTOOFRVSNPAE

#O - 2fl3 ,~~~ ~ ~ ~SWf 4Vft - A~~--A~ C'

-2 AM4 rT r7 .4 c_ ob~f £Pfrl1 iiAthiS -p 3, y 4 .4-6

3__ 344z~-44*2iI-~4 e e _

4 5-3 -22 4M9 e-,15 k/A~C

7 YIU._____________

i-ieiu Materials as follows:


CifCotPlanning' and Control Staff, W12C74 C-K Cntructo PoetMnagerChief, Architectural Design Branch, W4C126 C-K Chief, Electrical Engineering Branch, WC2 -

Chief. Civil Engineering Branch, W9D224 C-K Chief, Electrical Engineering & Design Branch, W2D224 C-K

Chief, Civil Engineering & Design Branch, W3C226 C-K Chief, Mechanical Engineering & Design Branch, 102 SPT-K

Plant Superintendent MEDS, 100 UB-KARMS. r4n --'T-i f TVA 10575A (FN DES-1O-81)

m No.

.ENGINEERING CHANGE NOTICE NO. 3/ L3DATA SHEET NO.L

R 59 0-1 9031-"2At

o3~~~~- -*~

'.1.1

a -3 a \ 10 %5"" -% ' l

c36 2-1

~O-vN~4- U.q

.-CM o-&w ~A-

t-U2.-91

PAG E

.53 P--tr j\;-ux 9%

I-2j-Ul t-2-4-T3

9011

d, 3 fs - I A ;-ý - v -71. -01 -% 4"L

TLKNESSEE VALLEY AUTHORITY-DIVISION OF ENGINEERING DESIGN

ENGINELRING CHANGE'NU I IC-E NO..i.L......

DATA SHEET NO.

\fECTEDDRAWING OR B/M NUMBER

ISSUE DATE

EXPECTED ATAI __________________________________ [.....J -~

o3S-iA~='~-g5~ ~REMARKS

V6N20 iZ~ 2~ RR"I /rj £~ L~rIP~ .~~ 47A.J4Z1-ZaI-eO

-Vii

lzr- S'%.i~' 13S.,74 X 22

9

I~~~~~ II'L 909 /~i. 38 ,41Z4~2

--~7- S%4- 1 L -6

C-tsrs S13. 1 )___- ro 2..

3I __ 2-v• Sa -1 2j - 2 ___ 43 _____r-4lA x'-21 a 2

-~'I1)/1+2qoz._________________

4p7s-sI r

__V_7 04/ S42 09 DA 2..

/Vt 0427 962- q 2.

-V7g' rY j -rvA- 1fo A7A4t~-~2A -21

PAGE ~~

V'-n/. xro~ f _______________-_et

7 I 98 1N 2 -Og A27.ý

ill. Io o2-I33o -33i7 ?-

02,

O','.'GREV.UNIT

I

TENNESSEE VALLEY AUTHORITY':DIVISION OF ENGINEERING DESIGN

,LNG INLERING CHANGE NU IFICE NO. 319fDATA SHEET NO.I


ISSUE DATEDWGREV. EXPECTED ACTUAL

_________________ I-I _ _ _ __ i _ _ _ _

REMARKSh LINE UPO!ý-N DATA5.R.EV. NO.

V~~rJ~ 0 ~ £LF~P ~jj~4..J ~fjf,*

'-, u~-i~'-*-- '. ~I 'U - - ~ L Q vAl%~ -J A;442.-7- 2.o4 -m)

I ~-wI'Z99~ __ 3-10-83

I Z- __ ___8134E

I ------------

2 1- 9 O I Z

I VZS' ~i'l142- 9~ 0 _3 6-83 _ _ _ _ _ _ _ _ _ _ _ _ _ _

9 - 11 S)4, 1 A 9i .q __ _ __ _ _ __ _ _ __ _

I _____ -v2/g'N rm-

k__ 47A42.-_ I-o 0 K 0 SO- 31-3 TV4 Pi?s suppbo gef "

-- 3 0~4 Qr 9 'sa 1- -o-4 sp- 3-I7-~3 - A: L .A _j - -

-i-os Ans11742a V.

L - - -

1 ~ ~ S)4. ~C) 3J-.3I

I -7-04 si -FSO1 2-

-7 ~1'

-~-cI S). Q~

____ -~-o~ ~$ a3 -17-3I

.3-)c4-- SW 3__14_______________

Oa-, cxi I

PAGEj

TLENNESSEE VALLEY AUTHORITY-DIVISION OF ENGINEERING DESIGN

JNIT flRAWINC~ OR AIM NUMRER

FNGINEERING CHANGE NO[iCE No. 3 1

DATA SHEET NO.I

DWGISSUýE DATE

EXPECTED ACTUAL REMARKS

Li 4 -1 A-_t-_2- V.A IRA42--l4- -7 - 3A I0

PAGE s

A~~~AA2.7-~~~~ A& 2- -2 -2.2. g)33-33 8 *" , t.

2-

2-

2..,

d" -2%IV6

--------- -------- --------- -------- ---- o--- ------- 3--.r-----.4--*12-

A-1 oZo.3 H 3Q o__-_____r._________

A- ________IS4________3-1_1__

3~i 271 f? Ajff-fr7

oz A.

3-16-9

NIT REV

DRWN OR~ Q/ NUMBER

-_-1 " 21__ 1 z, 3AcA

.A -1 A Alzý-l - I

I VA I ): i5I (EN UES.J I



d4 7A42:7 - I -ls A

ENGINEERING CHANGE NOTICE No. 3 1 91~

DATA SHEET NO.__

I ISSUE DATEDWGREV. IEXPECTED IACTUAL

3-3~-12~ 3i-93

REMARKS+

R7D DC60 xel'Apeef Afe.

PAGE

INE UPCAN DqýATA Sý

REV. NO.

__ 1 A 7 -/ l-

47 AS 2 LI6aRC

A-7&(J4A'7-79 J

0__ 3 O3-/aFu)- V22o 0__ m,3 -54 1144ZI -z Ib1 474:7A#-1- 3- it 1

4_ 4'1LYZ7Z2 -

OAJJi A D?10~ V` Ol' (t,~ .

I REMARKS

...............awE l .. ..q.wJýA

............. ................. .......... ... ............. .-.............................................. .... ................ ....................................... ...... ..... ... ....... ........

- -ýFww'z.

:om:....... ...... ......

..... ... ... ... .. ... w m ... M:d........... .................. ...... . ........

:4 .w ,... ..... ..

0 .

.L'/ .

~~ .. 0 . LO06TION P4 AN (~f,

..........

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...... ..

.. ....... . . ....... .......... .....

...... : ...... :.... "::: L........... .... - ...

2..Fop 6ENViRAL NoriS SEE 47A450-1 I.M7A PIPE CL4SS, C.

I el 3. I4ML YS/S REFERENCES W(rY9) (4)~' ~ISO NO: 47W42 72- 20 6

: -- JT NO: :226

-.-..... 4.......

.....................O............51)

........ ... ......... ..6 ..

... .... .. -- --- S E..S M.C C A T E G O RY.....S T R U C T U R E S

IAECHANICAL-CATEGORV V..::---:*........

~5 '........ ~~ ~ -- U P O T O E .C ..........ISE .E F' ...... ....... .~v, E ..A2S / F- 7 SU P....TIL

6C .......... .AT ................SPVJ 3C AP W TT B R NU LE R

TENESE .... E. AUTO

1:4::: m44 A ......

C77: 7~ .. .................... ..... ---

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7:......... .......

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...........7: L:::::

..... .....

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........ . ..... .I --- - 1. ... .: .

FORM 3


10520DIN511310520.92.0000ref: 10520DIN4319

Finding Number I F / 3 / 7 / 2/

0-PL


Support was redesigned per the latest analysis and issued as 03B-lAFW-R237 R903under ECN 3511 on 3/24/83. This corrective action is complete.

References: *ECN 3511Drawing 03B-lAFW-R237 R903

Program Team Member


~1Y~L Y& ~ (S5, ~L7 oChairman, OEDI; Policy Committeee

/1 /(/FjDate

'Date

Date

Black & -Veatch ~.,$~,

Class if-ication: Type Category o9

'Black & Veatch Senior Review Team Chairman

Date

Date

_rX4 1PO.- 4ilý 4L-J_&-ý

ENGINEERING CHANGE NOTICECOVER SHEET SWP 13 0314 506


TENNESSEE VALLEY AUTHORITY ECN NO. 31

DIVISION OF ENGINEERING DESIGN VlsBar Nucea Plant, Spring Cilys IN

To: Construction Project ManagerswP 204 GB-K


DATE MA9 141983 MI~J~e ~~I

W-- I I Analysis Reculred: Yes - No...X..

Project Lg 1.1~o Affected Unit($s)M- ______-&so_

6yiPdI wNhhAjV4

63014&~VE3

SystemorFeature IQ1-,9 -SYS 1Z~ 1A

Reference & Description of Change Ebs EXCE7 41 /

V41 r~b ,N-5/.~ 'V/W~7DM. F //6e /0 fO (q-qM 1

DRAWINGS OR B/M'S INVOLVED: Yes Date Branch ENIERGSUPT AME Y

or Data Sheet EprovaIRER SPRequ iKIred(Data Sheets Required) No Available AprvlRqie

-- kn -A- Amnik6nch review:

ENGINEERING SUPPORT $RANCHES

CivilElectricalMechanical

Nuclear


Civil 1)

Electrical 4Mech Z

FOSSIL. MYORO a SPECIAL PROJECTS DESIUN

SPECIAL DESIGR PROJECTS

ARCHIITECTURAL SUPPORT 9RASCN

C ooIEF . ARCHCTIT C AL SUPPOQI G RT S A NCH. WSC 126 C- :

CHIEF. MECHANICAL ENGINEERING R0A2CH.N VYC126 C-K

CH:IEF. IUCLEAR EN GI 1EER.W H0C12A C-KC: IHIF. QUALITY AS$URAR CE RANCH, 5100 MIS-K

No ___

ENS CIVIL 91. CHIEF Dt

E03ELETRICAL N. CDate

ENS NEC1001C11L It. CHIEF Date

5i-V uclear Enginleer Date


Required for Preoperationlal Test:

- If Yes, Test No.

Vendor Backcharges Involved g

Seismic Analysis Required

Nonconformance Report Required

QA Applies

Security System Modified

VndlOr(s) involved: U

CHIEF, COST PLA-"INGR AND CONTROL STAFF. WtIC74 C-4CHIEF. SPECIA DE IGSPOECTS. W20124 C-9MANAGER OF CONSYRUCTION. LI*2S C-4PLANT SUPE11ITUOESYNEDS. WSNSG C-K

SIEMENS

i st I

T~C~ R

so, SEE- 7VA, 1Mw 47AC~o- I7k

........ ...

5B-lA.FW- Rzos .

.. .. .. ....

I Al.

lb.........O

...........

EL"V LOOKING LOAD.-

'*-I *"" I~Z ...... g LA4ý""*-","""'",,,7: ....

.UL A . .......... .... .. . .

....... A . ....s. . . .. . . ...

DRAVO ~ LEV LOOIN WESTTcl LCTONPA

ORAV CORORATON APC.O# ?289

t v.-A' C,0N T:R-:A-,C -- #Tv 4 C38SM3O5 7

WATTS BAR NUCLIEAR, PLANT-UNIT #I

u 5i~J zS~~ DAT,...

BERGEN-PATERSON PIPESU PPORT CORP.SYTE AID(ILIARY FEEDW~ATERREF. PIPING STRUCTURAL.

DWGS_ 4n7W427-3-10 '4lN318-2-5JOB NP. 364 FAS NO. 009 "EoD

MARK ItS ET REV

I'~~' ~

9,6115x 8 s r TvA 7-1/ e9oo = V/Zwbor( 40-

Ai/~( loJ

t(Ii~j~.~

I.

1***~..4.

z0

UI.,'U

.I

............... ....

WA77TS 5A B 11,1;i -rAR -.-_1ixN'

10520DIN525410520.92.0000ref: 10520DTN4082

~'ndzgNumber / F /3 / 7/ 3

Ca~en~s er:tnemt to finc..g:

NCR WBNCEB8215 was written to address operating modes documentation at WBN.- Thecondition has been reported to NRC as a 50.55(e) item and is being tracked byNRC Region HI. TVA has undertaken a sampling program to evaluate possiblesafety significance of the inadequate control.of operating conditions .used inpiping analysis. That sampling program is scheduled to.be complete by January 30,1984. All items having safety significance will be corrected prior to fuel loading.The cleanup of inconsequential discrepancies is scheduled to be complete byJanuary 30, 1986.

TVA References:

NCR WBNCEB8215Fourth Interim Report on NCR WBNCEB8215

fl-zz -Ss5Ite

Date

1 taiman~, DO-ff PolicyCire

B lac &i Veatrcb ~A''A ~4 9 ... 6I&.'-

Classi.-Fica:t.on: Type 1?Category A

/ ) lack & Vearch Project Ylanager

Black & Veatch Senior Review Team ChiaiLan

Date

1 - Da tre

eMll-ý r"

r

IP LA NT VB N

FRP~EPARER/ORGANIZATIONIDAT

]DESCRIPTION OF CONDITION

0 10 qq

n~rjn ,'. rTL)L~~..J.,2JUZ

* -UNIT -1 and 2

E J. E. McCord/EN DES .CZEBl5-5-S2

Operating Condition Data

Attached.

61 "ATE OF OCCURRENCE EST( ),ACT.( )SIGNIFICANT CONDITION ADVERSE TO QUALITY

-~ - YES N

77 . FflDISCOVERY- -RANCH CHIEF/DATE--.--L~Ji

CODE (EN DES.-EP 8.01) - 17

CORREC~TIVE ACTION:

Review analysis-by implementation of a sampling program governed byv a special engineering

procedure and evaluate. the dif f erence. bet-ween documented operationaJ. modes and, analysis

operatio-nal modes". The CEB Report 76-2 .rill be voided -and replacie 'with the'operational

modes in a QA doct~ent. * .: .* -

* CEB `82. 0707DIVISION OF ENGINEERING DESIGN


ýýCOýRRECTIVE ATO EtATSFO EINCIEI EURMN EO O - -

DESIGN CITERI DOUE'-O XETINRQETN.-

N flvF NR EC O IýSHDUAVAT- ~

W REPORT NO. W7B'

ASSIGNABLE CAUSE: (REQUIR.ED, IF SIGNaalseIFICANTuxliry)uldn

ThaI opertna noe aaued for piping syst aase ith aular bidn

Watts Bar Nuclear plant are not docum~ented. The operational mode data for reactor

piping . as generated by EDS Nuclear and issued in Civil Engineering 'Bra'nch ~t 7

In the above cited cases, a procedure did not exist to assure that revised w~as

Cor effects on previous issued analysis.

* THIS IS AGENERIC CONDITION YES[D NOE

I8 ACTION REQUIRED TO PREVENT RECURRENCE: (REQUIRED IF SIGNIFICANT)

* Docum~ents concerning operational modes yill be maintained -as retrievabl%~ etliýs

acro-rciaflce with TVA'.s Quality Assurance 'Programl. When a reanaly7sis ishei.eti

%rill require trie operational modes to be =c-xiewed and QA dor-unented. Revision -to

*.operational modes will cause the QA docum~ents -to 'be .rev-ised.

.............. ..............

j 2 ACTIVITY NO 2 TASK DECRPTION DATE INITIATE

NC a rtpdon this form to meet the latest revso of EN DEs-EP 1.26.,

This supergedes CE.B 820507 007.

SDISTRIBLMrON: ALL EN DES ACTION COMPLETE:

EON ST PROJECT MANAGER - . RNHH

EONDST PROJECT MANAGER-BACCH

MEDS .

-v '7' .. .

NSRS (for SignKtwito NCR's) ... ....- -. .

DISTRIBU`TE AFTERTH't.iS. IGN-f. A.T URE~*

-A 4___ Operating Condit ion Data

The Quality Assurance Criteria 10CFIR50, Ap~endix B, section MVI, states,"Records shall be identifiable and retrievable." Also, section Ifl States,"Measures shall be establish~d for the -identification and control Of designinterfaces and for coordination -among participating design organizations."These measures shall include the establishment of procedures among

participating design organizations for the review, approval, release,distribution, and revision of documents involving design interfaces.*

The operating conditions used in piping analysis are based upon datarequested from organizations outside of the Civil Engineering Branch (CEB).The thermal and seismic design basis "source" data is not .in all -casesidentifiable as being current, valid data and in some cases is not',

available. No engineering procedure exists to control revisions to .thi'sdata,-i.e.*, assurance that the analysis is still valid for current,operating conditions.

Also. piping analysis has been done by CEB personal service, contractors whohave assumed that the data previously shown on the piping isomet-%rics isstill. valid. They have signed off -on the aunalysis checklistL-,- item I1I,Checklist 1 - Geometry Check, 3. Isometrics, i (check that design andoperating mode table is shown and correct) without verification that indeedIt is still current and valid data.

*The report which contains operating mode ,data for inside containment (CEBreport 7 6-2) has not been maintained to reflect errors that have beenobserved -in the data. As one example the report does not indicate the140 0 F operating .condition for analys is problems 0600200-02-05, -06, -07,-08, -05-01., and -02.

032113.05

TV4raz

VY'~TT.*r:ý oTATES GOVERNMKENT

Memorandum TENNTESSEE VALLEY AIJTHORIJCEB '8310 18 0 0 1

John A. Raulston, Chief, Nuclear Engineering Support Branch, Wl0C126 C-K

FROM :R. 0. Barnett, Chief, -Civil Engineering Support Branch, W9D224 C-K

D)ATE OCTi1 8 1983

SUBJECT: WATTS BAR NUCLEAR PLANT UNITS 1 AND 2 - OPERATING CONDITIONS USED IN PIPINGANALYSIS - NCR WBNCEB8215 - REPORT 4 (INTERIM)

The information included in the attached NCR and the interim progress belowshould be used in the preparation of a fourth interim report. The fourth

interim report is being submitted because a sampling program is still in

progress. A final report for unit 1 will be sent to you by January 30,1984.

Interim Progress

The guidelines for the sampling program that governs the operating modesused in the rigorously analyzed piping problems for the various piping.systems have been set forth in EN DES-SEP 82-15. The operational modes,.

data were compiled in accordance with Mechanical Design Guide DG-M5.l.l.

CEB is conducting the sampling survey as follows:

- 1; Twenty rigorously analyzed problems were selected.4

* -a. Zighty percent of the problems selected are common to units 1 and

2, unit 1 show-n, unit 2 opposite band, or unit 1 only.

*-b. Twenty percent of the problems selected are from unit 2 only.

c. There is one problem fro m each of the systems which has rigorously

analyzed piping. At least two problems each in the reactor

building and auxiliary building have been chosen. Only one problem

:each in the essential raw cooling water (ERCW) pumping station and

the'control building has been chosen.-

See attachment 1 for a detailed listing of the problems chosen in the

sampling program. New operational modes are being generated and compared

to those used in the analysis. The differences in the new oper~ational

* modes data and the analysis data are being evaluated on a pass-fail basis.

Decisions may be based o'n engineering judgments using the guidelines set

forth in EN DES-SEP 82-15 or by reanalyzing the piping system using the new

operational modes data. Qualification of the flanges, nozzles, and

supports are being considered in TVA's evaluation of the effect of

operational modes on the piping system. If any problem fails the sampling

program, another sample will be made of that system. This second random

-sample would .consist of the larger of 10 problems or 25 percent of the

- problems for that system. If an additional failure is found, a 100 percent

- review of that system will be done. Most system operational modes data are

similar in nature. If a failure occurs, similar discrepanices are more

likely to occur within that particular piping system.

John A. Raulston

OCTi1 8 1983WATTS BAR NUCLEAR PLAINT UNITS 1 AND 2 -OPERATING CONDITIONS USED IN PIPINGANALYSIS - NCR VBNCEB 8215 - REPORT 4 (INTIERIMI)

Operating modes data for all pipe stress analysis pro blems will be formallyreviewed' and documented beginning September 1, 1984. The final review. anddocumentation for both units is scheduled to be completed by January 1986.The sampling program should be sufficient until the final review has beencompleted since the fatigue life is based upon 7000 cycles, of which only afew cycles would be experienced during this period of time. The samplingprogram is scheduled to be completed by January 30, 1984. Attachment 1lists the status of all the problems included in the sampling program. Thepipe stresses for all the test runs were within AS.1-E Code allowables.

Two flanges in the safety injection system. problem did not qualify. Asecond random sample of 10 problems in the safety injection system havebeen ricked and are currently having new operational mobdes generated.

~ROB: SSL:TTAttachmentCC.* L. J.

MEDS,R. M~.M. N-.J. C.

R. 0. Barnett

Cooney, W6D224 C-KW5B63 C-KPierce, 104 ESTA ,KSprouse, WllA9 C-KStaridifer, 204 GB-K

Principally Prepared By: S. S. Lortie, Extension 3627

ATTACHýENT I

WATTS BAR-NUCLEAR PLANTRIGOROUSLY ANALYZED PIPING PROBLEMS

FOR WHICH OPERATIONAL MODES DATA WILL BE DEVELOPED

SYSTEM

MAIN STEAM

AUXILIARY FEEDWATER

BLOWDOWIN

AUXILIARY BOILER SYSTEM

REA CTOR. COOLANT SYSTEM

HIGH PRESSURE FIRE PROTECTION

SERVICE AIR SYSTEM

CHEMICAL & VOLUM!E CONTROL

SAFETY INJECTION

ESSENTIAL RAW COOLING WATER,

COMPONENT COOLING WATER

CONTAINEN T SPRAY

RESIDUAL HEAT REMOVAL SYSTEM

SPENT FUEL PIT COOLING

UPPER HAfl INJUECTION

RADIATION MONITORING

ICE CONDENSER

HAVC

a) Evaluation completed andb) Evaluation completed andc) No discrepancyd) Test r-une) Evaluation not complete.

ANALYS ISPROBLEM NO.

a 0600200-06-01

d, e N3-03-4A

a 0600200-07-01

6, e N3-12-O1A

a

a

a

d, e

b, d

aa, d

c

a

a

a

a

a

a, d

d, e

a

0600200-13-05

N3-26- ZR

N3-33-OlA- -

0600250-08-13

N3-63-05A

N3-6 7-04AN3-67-06AN3-67-15A

N3-70-34A

N3 -72-02.A

N3-74-03A

N3-78-08A

0600250-15-02

N3-90-06R

N3-61-lR

N3-30-IR

ISOMETRICDRAWsING NUJ1-ER

06200-06-01

47W427-201

47W400-208

47W43 1-20047W431-20147W431-202.

47W46 5-209

47W49 1-208

47W49 2-200

0600250-08-13

47W435-202

37W20 6-3047W4 50-20847W450-233

47W464-232

47W437-!200

.47W432-206

47W454-205

0600250-15-02

47W600-407

47W462-100

47W915-100

acceptableunacceptable

I

FORM 310520DIN501310520.92.0000

ref: 10520DIN4334WATTS BAR NUCLEAR PLANT

INDEPENDENT REVIEW

Finding Number /,C/3/ 7141


At the Black and Veatch inspection, construction of hanger number 101 cwas not complete. The hanger was being tracked as incomplete by the construction





Program Team Memb'!\.j


airman, 07 Policy Committee

Date

Date

Black & Vac

Classification: type _____________

Black & Vea7tch Senior Review Team Chairman

Category _________

Date

A1Date

I/ 11a-c & Veatch Project Manager

sot#SW.**# 0 000 0 * *0000 9~*.'~ ot5 ,* V.A*tAt4 .. 0~tat5~ .. ~S~cfu**,toW** .. .. . ... r .Ar. ..

II M~ -~

I~vs.. i-~

J .~fl - (.CJ AIUJ

1 -414~.21 '1 J.'m A. j

J.JJ.U S 1~**I II~"*Z I * I/c. "I " "I

/OSIH-H/t

/ICli-H/C

A*w7 !-7 Thi

,r g77rr*T~j )] 3 14 jw, Ii V I4' 114 .-ý 3 4 14 4 -UULG

1.2' j z Ii . 1414 21 ')C'4 .)H14 0* 0 Y 1& .'qA 07A413 F2 09AýI I I-I L

I b- I J b b(i Hi A0i -i 1-41W421 219 qc * II'4. -I A 'G4 C IA* O de* 0&a O 91*I 0_3L" I. - ý .a - 1 F 1 AUG -2 1-41%4zLl.-Id ý'U.l i) 11 1~I 4 Fil w [JII V L 341. ~ vW. 111pw T aI 5

c;jtI I z- E4 7w4 1 .. I 119 9cUVC * mUI 0'A A- !R U- (* 3 4

I *f' 12 11- 41W427 :1 '3 C10 c II!CIA*

/iLt- -H/C-f ZI ''I i Iv tVI-A * l

L 41:4Z21 -1 ý2. I~ 'j -Cin 'A

/I fW4 I -21 VI W

I "Ji j- .L IL -14 hJJ...I I IfI'~ I-- W;. **'* 9i U I* ou - I ll

/14H -/II C

'XJb- J, 2..... 1Jju~ -416.421 atl q HK A 3'3 A4 t1 04iA-~~~~L- L.JZ I~ UJi .1 U9-J1 u12 E t ~ 1 13, 14 Fll WA..U

L~1JS 3 U ~ 'JI U JU. 13I J~i (P'q oi ý 1' 21' 1 '.. u ' Cm;

Zý3- ýa .)Ji ' ja .l'jjOb3 2-41W421 11 CJ (11 HM A n14A 0 7 0~AAZ;- -3 V ý- ) --%I V ýZ-7"01lm .i o u )(

L Z a Z ~~~ fu' -. " AI . 11

-=NE

r ;UJ.IL Z

. .. %t A I .L )L. ':'j

0 > IS - fjfj

jlju_ý e

I tIv 'I A- "MU. Ots- 1184 W.3Aýluj 1ý

FORM 3

WATTS BAR NUCLEAR PLANiTINflUENDEN'T REVIEW

10520DIN522210520.92.0000'ref: 10520DIN3087



Corrective Action Required:

The FSAR has been revised to reflect the use of the 23 mass point se'ismicmodel. This change is documented on pages 6, 16, 17, and 19 of J. A. Raulston'smemorandum to L. M. Mills dated August 6, 1983 (NEB 830809 252).


FSAR Revision Transmittal NEB 830809 252

II- I-,B3ate

Date

Date

7"4 AA~ c-t4 f4 eBlack &Veatch ~ .,z , 4

Classification: Type ______________ Category _________

Date



(A72li~ & Veatch Project Managerb). 9 -I zz"ýý

. /ZZ

IVA l7II tSHdwo-es)55

UXrflD STATES GOVRNUENT

Memorandum TENNESSEE VALLEY AUTORMT

TO L. M. Mills, Ia&mger of Nuaclear Licensing, 40o CST-4P_ EB '830809 252Fr"N John A.. Rauleton, Cbief, Nuclear Engineering S9pOt3?Branch

DA 1 OCZZ' CEC 9OJUd 2 X 12 8 0DAT A6 5J ~1983

SUN=UC: 7"~ Aft. >kd.(A"%o1' tLb - MSR REVIS ION PACLAGZ 146.

Attached is TSAR Revision Package No@. &A-Ž The package contains

approved OKDC design input in accordance with ANSI A5.2.11 forincorporation into the TSAR. As such, the material should not bechanged substantially without the prior written approval of NEN-NfLS.

If you have any questions on this matter, contact__________at extension '7171

Attachmentcc:" 6 SD 3563 CAK, Wall attachments except figures

Principally prepared by . . . extension 7

0105 ;ISAR.1f

in... Buy U.S. Savings Bondi Rqularly on the PayroUi Savings Plan

0ý

WBflP ý FSvz.

A time-history analysis of the same beam model was perforrmed Inorder to develop response spectra for equipment attached to thecontainment vessel. Four artificial earthquakes, each havingarn averaged resronse spectrum, greater thar. the destgn responsespectrum provided the seismic input. Using each cf the artificialearth;ua ke s individually, the beam model was analyzed and historiesof~ acceleratlcr. were generated. For each cf the accelerationh istcr.es, resr--nse spectra for various mnass points and valuesCf assumed equir-en t damping were generated. The desirn srectraw:ere the ernveic-es cf the spectra igenerated frcm the "cur earth-quakes. These calculations were performed ty CL'&I ccmputerprcgram-s !,^17, ::LL, and !~668, all tf which are described in.Ar~pendix 3.FC.

SNcn-Ax~sy7rm7etr~c Lrsu o Lading~ Arnalsls

-he ncn-axlsynmetric cress'.z'e Icardlrg (*:ASFL) results from anssmdsudden ruptu.re in the reaz~tcr ccaDlart system. 7he asso-

clated press-_re loads are dynamic in na-_;rp and v'ary with timeIn.......e circumferential an~d rmerldiarnal directions in the

vessels. The loads are r.cn-axisymnetric fcr a shcrt period.uminnatinz in .uniform irnternal cressure throun-hcout the contain-%ellt. :cor anal:. sis purposes, the ccrntainment was subdivided

.. rt-n-Ine vclumes arnd pressure-time histories determined.c ahvolume for the postulated ru::u:'re, i.e., each treak in

the eac crcoolant system. pe ressure histcrles for each ofthe ".clum.es were c:.-.-utcd ty. the WestInghou;se Flectric Corporaticn

slgthe cý-4e netwo--zrk dccu:-.;ented In Section 6.2.1.3 rigures..-Cand 3." .2-11 sho.-s the vles used to character!ýze

-he nressu.re in the ccntalmm,-ent.

vrmoanalyses ...ere mnade for twelve treaks in. the reactorplping, sIx hot leg and si~x cold leg breaks. Two separate

and dIst-Inct _a:alysis-7methods were -used In theŽ desIEgn process.-'-e overall vescel resprcnse -.,a!- de-emminod ty a d:. r-mic annalysis.reatinc -h vzel asal-umed m7ass cant!!-v.er ten- and by 3

...... ....esl w..hch -_-nsidered ýYe Offct of. cnvitraticn 7cdes.

1. Eeam Aýnal.sis

7n te Elu-ned mass team7 nna>.'sls, each '-ass rerresentedthe mass or the vessel ~_.c--:-.~d attached -asses.

.ecano~llve- tca-. model lcae *.:Ith the foroýes from-.the MAS. the fcrct:s *~o*- vdinto rin-d Y ccomp.cnents

-_Prl~ei: as -ao:-----'n -1--;,-----n the north-south and

ag j,4 e e14emf 14-deq1',O e 7-vyc4 .cc-A-"cc rq~ d45ed -sde _'4eu

cj.ýcd &P. 7,14 _(z.,

1 -d 1 As,'e-c i A -4.- ~.Uls ASeSee,,2Cf.: b ^T~s.ss I',".,Ae4 01nn-S de icc/ I shoo.'. ;n

A.2 nee-/ti 4l~Seih .o! ..- .,d 1'r2die 3 .. rewcie/y. ell

TAIILF -3.8. 2-. 2ELEHENT PRIOPERTI ES

El 4,176,000 K/Ft2

G-1,670,400 K/Ft2

INorth-South m

of In ciaFtTta

68.7 x 10375.3 x1075.3 x 103

68.7 x10

68.7 x 10374.7? x IC74.7 x 10J743.7 x 074.7 x o74.7 x1074 .7 x o74.7 x 174.7 x 1

64.5 7 10354.0 x 103

22.8 x'103

13.4 x 10340.5 x 018.2 x 10

otion East-West: motion

Shear of Incztia, ShearFactor Ft Factor

.1emeoit,No.

Length,Ft

1.006.226. 508.009.0011 .009.50:i.506.004.505.009.509.509.509.503.502.50.12.00

12. 469. 549.009.003.00

'ý4

A~kn,'3

ArVa,Ft

41#. 5545.5545.5541 .5541.5541 .5541.5541.5545. 164-5.1645. 1645.16145. 1645. 1645.1645. 164 1 .3u41 .30411.3024.4024. 5024.4,628. 23

68.7 x 10375.3 x 10375.3 x 068.7 x1068.7 x i0368.7 x1068.7 x1068.7 x1074.7 x o74.7 x1074.7 x 1074.7 x 10~74.7 x1074.7 x o74.7 x io374.7 x 10368.3 x 10364.5 x 10354. 0 x loj22.8 x o13.4 x1040.5 x 10218.2 x 10

CotitrtFt

137152152137137137137137146914914914914914914.911,9

137129108456268

36

¼II

TABILE 3.8.2- 3HIASS POINT PROPERTIES

Total Weight, Additional Weight,KjRLK - -iiP-S

91.87147.60227.64393.4',335.23424. 10220.28158.12310.98145.52222.08407.87295.51318.18216.8969.60

192.21302. 84183.10114.66155.6784 .0023.25

12.35.7

73.66220.39131.64.215.4287.9756. 11

194.8140.4261 .65

197.6685.30

107.9773.065.43

45. 1554. 780.03.6

47.719.322.5

Weight Momaent-of In~rtin

K-Ft2

305 x10491 x 10 3754 x 1

1,301 x 10 31 108 x 103I1,402 x 1

728 x 1523 x 103

1,028 x 10481 x10734 x 103

1,:0349 x10977 x 103

1,052 x 103717 x 103229 x 10O3630 x10933 x10485 x 1

227 x 103192 x10396 x 102106 x

10

North-South Motion. East-West MotionEccentricity, Eccentricity,

Pt -Ft

0.02.430.9950.0

-0.0330.57

-1.53-0.820.991.230.25

-0.13-0. 105-0.052-0.075-0.0360.00.00.00.00.00.00.0

0.02.430.9950.0

-0.0330.57

-1.53-0.82

0.991.230.2 5

-0.13-0.105-0.052-0.075-0.036

0.00.00.00.0

.0.0'0.0().0

11: -i -!

Mn~sPoint

No.

A10V1%1.~

ELMIT NO.) rL L IGT

I ~ 15PL' 9 248

2_ _ _ _ _ _ _ 2.0

16419 ~9.546

12

-01169.5'

EOMTHATC 9.5'

I(EL 76 . 2 9 395

@ ~9.5'

PERSONAL A LOCK @ 9 .5

EL 76.02.7813851

6.5'

EL 702.78i 0 1 1_____ 6.2188,

A ~FIXED I

57'-6" INSIDE RADIUS

F.IGURE NO, 3.8.2-90SECTIONAL ELEVATION OF STEEL CONTAINMENT VESSELAND LUMPED MASS MODEL FOR SEISMIC ANALYSIS

'I.I

CRCMFSTIFFENERS:

STIFFENERS:

10520DIN212910520. 15.1000

TELEPHONE M EM ORANDUMDA E J u r 3 , 1 8

(TO0) (K H.E. McConnell -TELEPHONE 615-632-4450 TIME 9:15 AM X

COMPANY Tennessee Valley Authority CC: H.E. McConnel, 11T

RECORDED BY -L.J Zidziunas L41A R.F. Blaisdell

PROJECT WBNP - Independent Review-PROJ.NO. 10520 PDCA/File

SUBJECT Finding Report Responses -FILE NO. 15.1000_________

I called Mr. McConnell to discuss the following findings:

1. F300 -The original finding was issued against drawing 47W854-1 Rev. 8. The form3 cites other drawings which have been modified. Since BSV does not have a COPYof the 854-1 drawing and theirresponse forwarded only partiil Ar~wift`ng..cooiesg w-lare .-unable to -relate the information. .Please provide copies'-of drawinr, 4717354-iRev. 8 and the current revision of the drawing which shows the changes. Also,provide copie .s of .th .e 47W803-l,-47W401-7, and 47W401-9 drawinc~s which show thearea where the changes have been made.

-2. F502-- TVA submitted internal memoranda indicating that the FSAR change had been..requested, but did not indicate that it had been placed in the Commitment TradingS'ystm or if the change had already been made. Additional information is requested

3. F925 - Tere are still some discrepancies in time that are unexplained. This maybe dio to delays in communication between the site and office. Please look intothis and provide input._

4. F976 -The partial drawing forwarded by form 3 does not contain sufficient drawingarea-to show the change. Please provide a copy of the full drawing.

Ho"mer indicated that he would be sending a r'evision for F894 concerning the checkvalve size.

I advised Homer that I had been in contact with Mr. G. Beasley late last week and"ha& -made arrangem .en Its _t .o _r .e view .-calc 1ulation s .1for the F508 response. - Copies of thecalculation were to be sent to -6V along with data in support of actions taken ontfhe DRR 1ifna - - _-

Tinf~omr th~i~f This '4,Tft~i fidhs~r-oti l ots taffiidfiiiAnd -abrief status of each was provided.

I made arrangements for R. Gross to call him to discuss G901 at or about 1:00 pm.KC time.

12: 15~ - --- -----

I returned Homer's call of about 10:15 am and we briefly discussed F718 and the-information needed--to put the response-into-perspective.--.Homer ~idvised that-progress on F502 had passed the''point-of pro-cessing req..xiri-g a---CTR. fhe information provided was that which was sent to those who actually do theFSAR updating.

(TO0) &W)-

COMPANY-

RECORDED BY

PROJECT-

SUBJECT

H.E. McConnel.

dzsný

Homer indicated that our letter dated December 16, 1983 (10520 DIN 1054) had listedF329 in lieu of F328. I confirmed that this was an error and indicated that I wouldadd a notation to our next transmittal acknowledging the error.

j pd -

-RECEIVED &V\-JAN0()4 1983ROECT


2 DATE 133

1 TELEPHONE __________ TiME 9:15 AM)1

CC.: _ __ _

_PROJ. NO.________

FILE NO.______________ __ ___

FORIZM 3 10520DIN511410520.9.2.0000ief: 10520DIN3165




The project manager's remarks stated: "Although the TVA position isreasonable, 'hatýd evidence,' as required by the project instructions,was not submitted to substantiate the claim. Classification istherefore based on our inability to confirm the position taken by TVA."

The following is an attempt to provide "hard evidence" to support thecontentions made in the attachment to form 2.

(Continued)

/J - r- er3Date

Date


~~4NY5 ~ \~ ~Chairman, nDC Policy Commtre

Black & Veatch

Classification: Type A

,/ BŽ9k6 9FVeatch Project Manager

Cat egory I

Date

DatiBlack & Veatch Senior Review Team Chairman

Cý _fJU

Evaluations of the TVA Form 3 Comments

F503

The form 3 information has been reviewed in conjunction with the informationsubmitted during development of the original Finding package. This reviewindicates that although absolute confirmation of response spectra used is

not available, sufficient comparitive information is available to reasonablyconclude that appropriate response spectra have been applied...

This item is considered to be closed out.

FORM 3



1. Format

It is clear from the description of the original finding that thejob ran. Therefore, there could not have been a change informat.

2. Base Acceleration

Attachment 1 shows an SSE spectrum for the average of the fouraccelograms. The plot was taken from a TVA design criteriadocument as seen by its title. (In the FSAR, the spectra areplotted to a minimum period of 0.05 second, which does notapproximate the ZPA as closely.) The ZPA from attachment 1 at aperiod of 0.03 second is approximately 0.23 g. This is equivalentto a 1/2 SSE ZPA of 0.115 g.

Attachment 2 is a copy (taken from microfilm reel 6771, job 418)of the results of the subject analysis. The maximum base (masspoint 1) acceleration is seen to be 0.119 g. The agreement iswell within our ability to read attachment 1.

3. Vertical Spectra

Attachment 3 is a copy of the job control language for thevertical seismic response and spectra generation run, also takenfrom microfilm reel 6771. As seen, this job read the sameaccelograms as the job in question from disk file EQRECORD.Attachment 4 is a portion of the results for this run, showing a0.31 g spectral peak for mass point 3 with 2-percent structuraldamping at a period of 0.15 second. Attachment 5 is a plot of thesame spectrum taken from CEB Report 81-4. From attachments 3, 4,and 5, the contention of item 3 of the attachment to form 2 can beconfirmed. Similar comparisons can be made for periods other than0.15 second.

4. Limited Access

The reviewers have previously confirmed that the records were readfrom private disk files (attachment 3).

2

013311.01

q(Pv-

FORM 3

WATTS BAR NUCLEAR PLANT

INDEPENDENT REVIEW


5. CBI Comparison

The CBI results are based on the response spectrum method using

the site seismic design response spectrum (attachment 1).

Consequently, a comparison with the subject analysis would only be

approxima te.

6. Summary

The additional information submitted in support of items 2 and 3

should be sufficient to substantiate the claims of the attachment

to form 2.

3

013311.01

____ I DYNAMIC I

100

0

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3-0_jwa

0.

0

ARTHQUAKE ANALYSIS OF CATEGORY I STRUCTURESEMBANKMENTS___________ _____

WB-DC- 20-24

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CRITERIA ASAFE SHUTDOWN EARTHQUAKE

DESIGN RESPONSE SPECTRAROCK - SUPPORTED STRUCTURES

2% DAMPING

Figure 3

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, ~

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X&AN AVfAA4vt OF 4 EARTHQUAKE RECORDS t

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TENNESSEE VALLEY AUTHORITY 01/12/76RESPONSE ACCELERATION SPECTRUM

WATTS BAR CONTAINMENT VESSELMASS POINT NO. 3DAMPING RATIO 0.0201/2 SSEFLOOR ELEVATION 716.5VERTICAL ACCELERATION

9 00 0.10 0.20 0.30 0.40 0.0 0.60 0.70 0.60 0.90 10

PERIOD IN SECONDS

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0

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WATTS BAR NIUCLEAR PLANTINDE~prNDEN'T REVIEW

10520DIN511510520.92.0000ref: 10520DIN3731

Finding N~umber fF /5101 /4


Revised the FSAR to show eccentricities used in the analysis. Performed ane igenvalue comparison and generated response spectra to justify not usingthe 5-percent eccentricity. All corrective action on WBN is complet~e;however, the initiating NCR is generic and the SQN FSAR changes are holdingup closure because all SQN changes are submitted on an annual basis.


NCR GENCEB8213FSAR Change - NEB 830823 262Eigenvalue Study - CEB 831028 008

Program Team MemberH- )-3

ate

Date

Date

OEDC Program iianager

Qhair.man, OEM Policy Committee?

Black & Veatch

Classification: Type VCategory 19

11'k&Veac Senior Review Team Chairman

Date

~Date

40,.


F504

The data and documentation submitted by TVA was reviewed in the Civil/Structural

Department, and the issue is now considered resolved based on the following.

1. Modifying the FSAR to reflect what was actually done is appropriate.

2. The comparative study done by TVA confirms that the effect of the 5 per

cent eccentricity is small.

3. The results obtained by TVA are reasonable because the containment geometry

provides good torsional strength, and the seismic forces are typically

smaller than LOCA forces, which is the case if WBNP are expected to be

larger due to the ice condenser.


ME DS Access ion No. CE B 8W 0728 012

WREPORT NO. GENCEB8213 R1

1W PLANT Sequoyah, Watts Bar 13UNIT All

14 PREPARER/ORGANIZATION/DATE K. R. Spates /CEB/1l-8-'82[5ý DESCRIPTION OF CONDITI.ON

The Sequoyah and Watts Bar FSARs committed TVA to consider 5-percent eccentricity in the

seismic analysis of axisymmetric structures. These.-commitments were not met in the analyses

of the containment vessels for these plants.

I67DATE OF OCCURRENCE EST (X). ACT.) 1974-1978 51SIGNIFICANT CONDITION ADVERSE TO QUALITY

W D OF DISCOVERYRee7o oanenYS NE

0 W ODE (EN DES-EP 8.01) R6 10 ANC CHIE

ED CORRECTIVE ACTION: j rAV

Revise the Sequoyah- and N'atts .Bar Nuclear Plant FSARs to-indicate how asymmetrictorsional affects were taken into account for the steel containment vessel seismicanalyses. Prepare a comparative study of the containment-vessels eigenvalues withand without a 5-percent offset.

1CORCIEACTION DEVIATES FROM A DESIGN CRITERIA REQUIREMENT YES NO

.1ý3 DESIGN CRITERIA DOCUMENT NO. EXCEPTION REQUEST NO.

1041 ECN REQUIRED E] YES NO[ ECN NO. SCHEDULE IMPACT P A EN

NONCONFORMANCE REPORTWREPORT NO. GENCEB8213 R1

16 ASIGN'ABLE CAUSE: .-(R-EOQU.I _E SIGNIFICANT)

The way the FSAR was written, it implied that all axisymmetric structures were seismic ýanalyzed using an eccentricity of 5 percent of their outer diameter. However, this is

not true for all axisymmetric structures. For example, the WBN steel containment vessel

was modelled using calculated actual eccentricies at various levels of the structure.

The root assignable cause of this NCR is inadequate review of FSAR material.

THIS IS A GENERIC CONDITION YES~ NoO


Section 3.8.2 of the FSAR was originally prepared prior to the issuance of EN DES-EP 2.01.

EP 2.01, section 4, requires review for accuracy of SAR inputs. This EP is presentlyin place and affected CEB personnel have been trained in its provisions.

19INDEPENDENT REVIEW:

f20@ LABOR EST. ( ). ACT. ()MH 21SCHEDULE EST. I . ACT.) DAYS

ACTIVITY NO. TASK DESCRIPTION DATE INITIATED

F2 5 REMARKS:

This revision was made in order to remove all reference to the deferred Yellow CreekNuclear Plant.

DISTRIBUTION: L6ALL EN DES ACTION COMPLETE:CONST PROJECT MANAGER

SEN DES PROJECT MANAGERCIEF, ESS

OFFICE OF GANEB Ifor Significant NdRs)*''RNHCIFOGMEDS CISBRNHCIFOGNSRS (for Significant NCRs)~ASSISTANT TO THE MANAGER OF OEDC lQuality

and Nuclear Safety)..for Significant NCRsDISTRIBUTE AFTER THIS SIGNATURE_____________________HANDCARRY COPY-TO NEBNLS--- MEDS ACCESSION NO.

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