ML20198K472
| ML20198K472 | |
| Person / Time | |
|---|---|
| Site: | Comanche Peak  |
| Issue date: | 06/01/1984 |
| From: | Douglas Dodson, Vega A TEXAS UTILITIES ELECTRIC CO. (TU ELECTRIC) |
| To: | |
| Shared Package | |
| ML20197J316 | List:
|
| References | |
| FOIA-85-59 QI-QP-11.18-3, NUDOCS 8606040036 | |
| Download: ML20198K472 (108) | |
Text
_-
l INSTRUCTICN ISSUE l !
TEXAS UT1UTIES GENERATING Co. NUMBER l REVISICNl l CArc j PAGE j
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CPSES g
QI-Q P-11.18-3 4 ;EW I -
, 1 of 10 PRE?ARED SY: 7 h [-/M M T a. b I O [M[LCATEb' /[,
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1.0 REFERENCES
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2.0 j GENERAL l 2.1 PURPOSE AND SCOPE
- The purpose of this instruction is to delineate the methods l l and criteria to be used in the perfomance of ultrasonic j
' thickness measurement of Non-ASME items. ;
2.2 INSTRUMENTS 70R LH:0RMA"10N DN.Y :
i l 2.2.1 Cathode Ray Tube (CRT) Readout j
. Any commercially available pulsed, reflection-type inst' ument r i wi th an A-scan presentation may be used if it meets the following requirements: l
! a. The instrument shall be capable of generating fiequencies of at least 1 MHz througn 5 MHz.
l
- b. The ins trument provides linear presentation (with 25 !
- percent) for at least 75 percent of the screen height ,
(sweep line to top of screen). ,
l[ ! - c. The instrument contains a signal attenuator (accurate ;
l- over its useful range to 20 percent or t2db of the :
l- nomal attenuation ratio) that will allow measurement of signals beyond the linear range of the instrument.
- d. The instrument shall be maintained and calibrated in !'
accordanc; wi th CPSE3 Project Calibration Procedure CP-CPM-13.1 l
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INSTRUCTION ISSUE PAGE REVISION DATE NUMBER TEXAS UTILITIES GENERATING CO.
CPSES QI-QP-11.18-3 4 Jgy 1 1984 , 2 of 10 i
- e. Any commercially available longitudinal wave transducer l' may be used if it meets the following requirements-l
- 1. Transducer's elements shall be no la rge r than l 1/2 inch in diameter or 1/2 inch square, for general !
scanning. i
. 2. Transducers used shall be in the frequency range of l 1 MHz through 5 MHz. Transducers shall be operated i at their rated frequencies.
4 2.2.2 Digital Readout l t
- a. Krautkramer-Branson Caliper CL-202 Must use CA-211 or CA-215 Aeroteck transducer 5 MHZ !
Alpha 1/2" or 1/4" diameter. ,
- b. Nortec NDT-124 l
The standard tranducers fo r the NDT-124D are the Series E, 5 MHz or 2.25 MHz. l 3.0 INSTRUCTION -
l 3.1 SURFACE REQUIREMENTS ;
i The finished contact su rfaces shall be free fram surface li roughness and/or irregularities that would interfere with transducer movement or impair sound transmission. -
l 3.2 COUPLANT Any commercially available couplant such as glycerin l' may be used on materials other than nickle base or austentic stainless steel alloys. When couplant is used on the above l.l mentioned material s, the couplant shall meet leachable !-
,; chloride and fluoride limits of 30 ppm, respectively.
. 3.3 CALIBRATION STANDARDS .
! Calibration standa rds should preferably be mde from the f same material as the material to be examined. Other i standards may be used provided they are preven to be ,
acoustically equivalent to the items being examined and meet ;
the following requirements- '
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INSTRUCTION REVISION ISSUE PAGE NUMBER DATE
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CPSES QI-Q P-11.18-3 4 JUN 1 Md 3 of 10 1
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- a. The reference standards shall be uniquely marked for identification.
I The reference standards shall be marked with thickness I b.
verified by mechanical measurements (traceable to a !
i National Standard).
! c. In lieu of specially prepared thickness calibration
- blocks, a portion of the iten to be examined may be measured with a calibrated measuring instrument with. i smallest measuring divisions no larger than .001. j 3.4 CALIBRATION AND EXAMINATION SEQUENCE ,
j 3.4.1 CRT Instrument The following sequence shall be followed:
- a. Connect the transducer and other necessary equipment to the instrument, and energize equipment and ,
calibrate as per b and c below. j
- b. Apply couplant to the calibration sta 1ard and apply I transducer to standard. i,
- NOTE: When calibrating the instrument, always calibrate .
! to a known thickness below and abov. -he thickness i of the item being inspected. j
- c. Select two steps on the calibration block that encompass the anticipated thickness to be measu red . Adjus t !
range and delay controls so that horizontal screen !
divisons represent inches or fractions of inch metal l i path. As an alternative, the metal path representing i1 the thinner section may be delayed off screen and only ,
the metal path difference between the thicker and thinner steps would be represented. In this case, !
'l the units between the back reflections should be l counted and the measured difference batween the two '
! thicknesses shall be divided by the r ber of units.
' Each unit will now have a thickness s Je which when ,
added to the thinner thickness will ec _1 the thicker thickness. ! :
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INSTRUCTION ISSUE PAGE REVISION NUMBER DATE TEXAS UTILITIES GENERATING CO.
CPSES QI-QP-11.18-3 4 JUN 1 192a 4 of 10 )I
- d. Apply couplant to iten being examined.
- e. Position transducer and make any amplitude adjustments in order to obtain a back reflection amplitude of at least 80 percent. l
- f. proceed with examination noting thickness readings on ;
- UT Thickness Report (Attachment 1). Equipment calibration should be checked each 30 minutes or after ,
- 25 continuous readings, whichever occurs first. -
I I
- g. All results shall be evaluated for acceptability based l applicable specifications, drawings, and procedures.
, i NOTE: When using this instruction for detennining length, l
l location and/or diameter of Nelson studs welded to embed plates see Attachment 2. -
1 344.2 Krautkramer-Branson CL-202 1 The following sequence shall be followed:
i
- a. . Connect the transducer to Caliper CL202. i
- I
- b. Energize system by depressing en/off button on front l
- panel of instrument.
I' i
- c. Apply couplant to opropriate calibration standard and :
apply transducer t. the standard. I NOTE: When calibrating the instrument, always calibrate to a known thickness below End above the thickness '.
of the iten being inspected. :
e 4 '
j i
- d. Turn tumblewheel switches to read longitudinal velocity of
'4 I material under examination (common velocity given in ;
Attachment 3).
i e. Continue to tu rn tumblewheel swi tch until the unit j reads the standa- thickness 2.001. l
- f. Verify calibrati- on remaining standards selected in !
i sequence "c" above .
i i g. Apply couplant to iten to be examined , and couple !
i transducer, note thickness in thousands and/or inches I
! (do not adjust controls). i
- h. Record thickness reading on UT Thickness Report.
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INSTRUCTION ISSUE '
REVIStori PAGE NUMBER DATE l TEXAS UTILITIES GENERATING CC.
QI-QP-11.18-3 4 JUN 1 1584 5 of 10 3.4.3 Nortec NDT-124
~
i The following sequence shall be followed-l l a. Turn the instrument "on" using the on/off test switch. j
+
, b. Place a small amount of ultrasonic couplant on the
' standard.
l NOTE: When calibrating the instrument, always calibrate :
i to a known thickness below and above the thickness
- of the item being inspect'ed.
- c. Place the transducer face into the couplant on the i
i thinner standard , adjus t the zero contr01 to read
- tne known reading.
- d. Remove the transducer from the r.hinner standard and
- check the thicker standard. If the high reading is !
correct, place the transducer on the intennediate standard (s). If they read within : 2'l;, the instrument - ',
l is calibrated. .
- e. If the thicker star trd does not read correctly, adjust !
- the calabration control to read the high measurement, !
! then go back to the thinner standard and readjust the !
- zero control. Repot this until both steps read j correctly. i
, i
! f. Verify calibration on renaining standards selected .
I
~
l g. The accuracy of the readings is dependent upon the ;
couplant thickness and smoothness of the pa rt. A ;
- lighter couplant should be used on smooth surfaces for
,j 3 accuracy. On rough corroded su rfaces, a thicke r -
j couplant is necessary.
,t t
- h. When the transducer is not in contact with the sample
- or the coupling is not adequate, the instrument will l j read 1.
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! 1. Record thickness re ing on LK Thickness Report.
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NUMBER CATE TEXAS UT1UT1ES GENERATING CO.
CPSES Q1-QP-11.18-3 4 g 7 g4 6 of 10 t ATTAOiMENT 1 f i SERIAL NuneGER I OUAUTY ASSURANCE DEPARTMENT 3Na*
UT THICXNESS R EPORT Joe No. 35-1195 uNet Pact _ es -I enosecT CPSES J e. .. .no s v *T s a ;
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]I-QP-11.18-3 ATTAONENT 2 The following technique shall be used when determining the length, diameter and location of Nelson studs welded to embed plates by the pulse-echo, A-scan, straight beam method.
- a. All the requirements relative to CRT thickness examination shall apply except as follows:
- 1. The transducer used shall be restricted to a 1/2 inch diameter, Gama Arcotech.
- 2. The calit ration standard shall be a IIW block meeting tne requirements of 3.3. Multiple back reflection method may be used.
- 3. The cali'oation shall be verified on a mock-up embed plate with a welded stud. The stud length and diameter and embed plate thickness shall be the same as that specified on the drawing for the j stud and embed plate weldment being examined.
i
' "0TE: As an alternate, bar stock of the same material type (i.e.; carbon steel for carbon steel ect.) and diameter may be substituted for the Nelson Stud. The bar stock shall be attached to the plate with a full penetration weld. The overall tolerance for the mock-up assembly shall be the tolerance for the plate
_ thickness (plus or minus 7%) plus the tolerance
- for the welded Nelson Stud length (plus or minus 1/8").
] 4. The ack-up plate with welded stud may be used to l
make fine calibration adjustments, i-
- b. ' retest Preparation
.. Using an ultrasonic instrument calibrated per "a"
- above, scan the embed plate mock-up at the area-of the stud locating the area of maximum ampli tude.
i
- 2. Without maving the search unit, mark the top and bottam of the search unit (mark with respect to the
- vertical as installed) at the center (Point A and B).
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INSTRUCTION ISSUE DATE N '
TEXAS UTILITIES GENERATING CO, CPSES
, QI-QP-11.18-3 4 JUN 12 8 of 10 I
[
- 3. Move the search unit horizontally until the amplitude drops by 50%. Mark the center of the search unit on the side corresponding to the direction of scanning (Point C).
- 4. Move the search unit in the opposite direction until the ampiitude increases to maximum and then again drops by 50%. Mark the center of the search J unit on the side corresponding to the direction of scanning (Point D).
- 5. The dimensions derived from the mock-up shall be l compared to the embed plate - Nelson stud examined in the field as follaws:
Length - detennined at point of maximum amplitude.
. Diameter - detennined by comparison of distance between points C and D.
Location - detennined by drawing a 1,ine through points A and 8, and C and D on the embed plate -
, Nelson stud examined in the fiel d. The vertex j formed shall be the reference point for the stud
, center.
NOTE: The mock-up my be permanently arked and used for comparison with embed plate -
Nelson studs in accordance with paragraph "a"(3) above. The search unit frequency used shall be marked on the mock-up
- assembly. The dimensions marked shall be i verified each time the mock-up is used
'd with a search unit of the specified ll size and frequency.
ll3 c. Procedure I
- 1. Using an ultrasonic instrument calibrated per
! paragraph "a" above scan the embed plate at the
- suspected area of the stud, locating the area of j maximum amplitude.
- 2. Proceed and mrk plate as detailed in pa ragraph "b" steps 2 thru 4.
i 3. Compa re dimensions obtained pe r paragraph "b"
- step 5.
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INSTRUCTION ISSUE NUMBER REVISION PAGE TEXAS UTILITIES GENERATING CO. DATE CPSES 4 JllN 1 1984 9 of to QI-Q P-11.18-3 I
'1
- d. Recording of Results Results are comparisons to known dimensions and shall be recorded on Attachment 1 as follows:
Length - length of stud shall be recorded separate of plate thickness. -
Diameter - the diameter specified on the drawing shall be recorded'plus or minus the difference in the diameter derived in the field. Ex: If the distance between points e and d is 1/8" greater in the field than on the
! mack-up the diameter would be recorded as: diameter specified on ' drawing + 1/8" (See Figure 1, attached) .
Location - location shall be shown frcyn plate edge and adjacent studs.
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INSTRUCTION ISSUE DATE N
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CPSES 4 M I E3# 10 of 10 QI-QP-11.18-3 ,
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ATTACHMENT 3
. COMMON VELOCITIES (VALUES APPROXIMATE)
Ma terials Longi tudinal-Veloci ty IN X 10 5 SEC i AL 2.5 i -
.j Brass 1.5 Cu. 1.8 Fe. 2.3 i St.St 2.3 HO 0.584 2
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9 a BROWN & ROOT, INC.
OA RECORD Quality Assurance Depsr: ment NCR NO. M- 9918 R-1 Ncnconfor=ance Report (NCR)
CPSES-35-1195 PAGE l OF N j DRAWING /IDENTIFICAT!CN (REV) TAG /ID NUMBER LOCATION OR ELEVATION RIK NO.
TBX-2-ll20 T3X-RHAHRS-01 790 Safe Guard 03970 00M No.
NONCONTORMING CONDITICN CP.0001,S/021y g DOCUMEN".7IOLATED: DWG.5774 REV. 5 PARA. hAIbORY H-16 ,
I During the Pre Service Surface examination of the residual heat exchanger f weld defects were discovered. Weld defects are described on attached copies of Westin ouse Nuclear Services Division Inspection Services, Surface Examina on Data, Procedure ISI-ll REV-10 dated 8-24-83 and 8-25-83.
! REF: Weld Supports lWS Data Sheets 1 thru 10. QA RECORD Weld Supports 2WS Data Sheets 1 thru 10. RTN. CA REVri7
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i REV. 1 : To revise disposition. ARMS ~,. c REV. 1 : By G. Towers INDEXED -su),h l c s Y-Ml @
. RE?CRTIC 3Y: DATE:\ RE'. PROVAL + DATE: C.A.R. .;r.'.3 ER:
, G. Towers 9-21-83 t o ("L5 93 N/A ACTION ADDRESSEE 'N' STAM2 EM NIS-2 jiECUIRED ASPE C E I Z't:
XXX YES NO M ES 0 XXXYES NO Moehlman ,
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, DISPOSITION:
A-REWOPX 3-REPAIRE C-USE AS IS D-SCRAP E-RE*UFli TO VINDCR
!, Excavate all indications as mapped on the attached QA Reports. -
l Support WS-1 MT/PT Report #16246 Page 1 of 1 Support WS-2 J.D. Scott 10/13/83 Page 1 of 5 ;
l All excavations to be repaired with weld metal to the original designed ,
conditions and examined in accordance with ASME Section III Class 3 Requirements (Shell Side) Special Precaution Should be taken when repairs are near pres !
sure boundary of vessel. Engineer to be advised before start of work. .
Vessel N Stamped-Joseph Oats Corp.
Sef. 2P3b 7on2rstTEhW 4Hada/ W &as
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CO R OVAL NNUn A'$:
WW ANI VIEW JRRENCE:
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WORK REQUIRES TUGC0 OPER$
, PROCESS AN ASME CODE N!S-2 kO85-59 M
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BROWN & RCoT, INC.
oA RECORD Quality Assurance Depart = enc NCR No. M- 9918 p. l Nonconfor:ance Report (NCR)
, C?SES-35-1195 ? AGE k 0F b A -
DRAWING /IDENTIFICATICN (REV) TAG /ID NUMBER LOCATION CR ELEVATION RIR No.
TBX-2-1120 TBX-RHAHRS-01 7on ka fann = r d n1070
""U RcoM No.
NoNCorloRMING CONDITION CP.0001, S/0 21gnSYSTg DcCUMENT VIOLATED: DWG. 5774 REV. PARA. ORY II - llo During the Pre Service Surface examination of the residual heat exchanger weld defects were discovered. Weld defects are described on attached copies of Westinghouse Nuclear Services Division Inspection Services, Surface Examinatia l -
Data, Procedure 15I-11 Rev40 dated 8-24-83 and 8-25-83.
REF: Welded Support'IWS Data Sheets 1 thru 10.
Welded Support 2WS Data Sheets 1 thru 10.
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RESCR ID 3Y: D KEVIIV/ APPROVAL / IDATE: C.A.R. NUM3ER:
G. Tcuers 9-21ATT: 83 7 sl., :(,w.;- '.! .b.( p 7, , , .
ACTION ADDRESSEE 'N' STAMPED l ITEM NIS-2 RE':UIRED ASME CCDE I EM:
Moehlman y YES \ / NO YES < NO X YES NO DISPOSITION:
- $ 3-REPAIR X C-USE AS IS A-REWORK D-SCRAP E-RETLTI TO VENDOR i Repair to be performed in accord'ance with RPS #707280 and #70728'1 attached.
I
- 1. Engineering to be notified prior to beginning work.
I
- 2. Weld metal in excess of 1/16" not to be removed without engineering approval.
- 3. Engineering to be notified upon completion of work.
g'Rev.1-ExcavateallindicatinnsasmappedontheattachedQAReports.
Support WS-1 MT/PT Report #16246 Page 1 of 1 Support WS-2 J.D. Scott 10/13/83 Page 1 of 5 All excavations to be repaired with weld metal to the original designed con-ditions and examined in accordance with ASME Section III Class-3 Require-
' 'ments (Shell Side)
Special Precaution Should be taken when repairs are near pressure Engineer to be advised NfENert of workMsel N Stamned.iffe c'n hI h ,q ;^ u ^
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r _ _;__ b l. f f[ BRcWN & Root, INC. 90f9-QA RECORD Quclitf Aszurtucc Dspart=cnc NCR No. M- 9918 Nonconfor=ance Report (NCR) CPSES-35-1195 PAGE OF DRAWING / IDENTIFICATION (RE7) TAG /ID NUMBER LOCATION OR ELEVATION RIR No. TBX-2-1120 TBX-RHAHRS-01 7Co ha fonmira n1o7n
#U ROOM No.
NONCONFORMING CONDITION CP.0001, S/0 21pSTSg DOCCME:G VIOLATED: DWG. 5774 RE7. PARA. hbRY N -lk' During the Pre Service Surface examination of the residual heat exchanger M d defects were discovered. Weld defects are described on attached copies of Westinghouse Nuclear Services Division Inspection Services, Surface Examinatia l - Data, Procedure ISI-11 Rev.10 dated 8-24-83 and 8-25-83. REF: Welded Support'IWS Data Sheets 1 thru 10. Welded Support 2WS Data Sheets 1 thru 10. O, o , REFORIID SY. DAT FMAPPRoVAL iDATE: C.A.R. NUMBER:
- u. iowers 9-21-87'. m R,% '9,/r_2.l B 3 M&
ACTION ADDRESSEE 'N' STAhPED ITEM NIS-2 REoUIRED ASME CODE ITEM: 3 Moehlman Y TES \ No YES # No X YES NO DISPOSITION: A-REWORK 3-REPAIR X C-USE AS IS D-SCRAP E-RETURN TO VENDOR Repair to be perfonned in accordance with RPS #707280 and #70728'1 attached.
- 1. Engineering to be notified prior to beginning work.
l 2. Weld metal in excess of 1/16" not to be removed without engineering approval.
- 3. Engineering to be notified upon completion of work.
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- Nozzle to Vessel Welds: 12" Diameter Integrally Welded sucports: 2 Inlet Flange Bolting: 52 - 1.375" 01aceter 18.5" Length 0
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/'. 07/18/34 .) ATTACHMENT I PAGE 1 ,; PART B SHEET --_ 0F --- j OPEN DESIGN CHANGE LOG AFFECTED DOCUMENT UPDATE REPORT DNG 5773 SHEET REV 3 l
NUMBER REV STATUS NUMBER REV STATUS NUMBER REV STATUS i v ------------ --- ------ ------------ --- ------ ------------ --- ----- NO MATCHING DCN RECORD PREPARED BY --
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Allegation Sumary l
- 1. Category No.: 19 TRT Member: V. Ferrarini
- 2.
Subject:
Undersized welds and loose nuts on the Vertical Residual Heat Exchangers.
- 3. Suninary of Allegation:
(GAP witness C, I. #35) AW Supports on the Vertical Residual Heat Exchanger (VRHE) have undersized welds. STR Support bolts for the VRHE had loose nuts.
- 4. Region IV's
Conclusion:
No Region IV report was tested for these items.
- 5. What TRT Had Done: ,
AW The TRT discussed the allegation with the knowledgeable field personnel and discovered that this allegation was in reference to " base line" weld examination that was performed by B&R to assist them in their compliance with inservice examination. The welds were not undersized but rather had indications that were repaired. The TRT reviewed the records and looked at the field installed welds. SRT The TRT reviewed the records on these bolts, and it was discovered that these Abdid not have these traceability records. These bolts have been/ worded /and will be installed when they arrive putting the records in order.
- 6. TRT's
Conclusions:
(a) Not valid - AW This allegation that the weld was undersized is ,e not valid. The weld was repaired and done so by procedures. (b) Valid - STR These bolts were loose. They will be replaced with
. new bolts since the documentation package did not contain the proper paper work for the bolts. When the new bolts are installed, this allegation will be considered closed.
(c) Safety significance and generic implications - none. (d) Relation to past and present hearings - none. J h _ .-. m. _r . .
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This concern is discussed in angles specified by drawing. paragraph E.b(10).
/
Residual Heat Removal Heat Exchangers (RHR d fer Hxs Suppor ! (4) ' The reviewers requested the licensee to installation d the identify anc' provi e review the bolting requirements, the drawings anThe drawings and so records for the RHR Hxs. The bolting requirements were not tion records were provided. records were not proviited by the identified and the welding 's visit. The records anco.'information th e v isit completion of the inspector llowed to had been requested about 1 to 2 days before the end and licensee personnel indicated insufficient time was a provide all of what was requested. d ; d ity The reviewers examined the RHR Hx supports li for visual we h code
; (size and location were not checked) and installation of b 4
The weld quality appeared satisfactory ainst which (ie, accord requirements). threads exposed between hthe nuts and the surfaces a
~ d (apparently they would tighten. Also, the threads between t
inadvertently).
#y I o The status of the final inspections to bel inspection performed on the -
/ -
unclear, but the reviewers were informed that a fina +o d remained J of welds and to verify that bolting was in place an
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[ - be pe,rformed. , Hxs ' d As already indicated above, theh team. This appears installatio to be
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were not readily identif.ied by the licensee. contradi
- c. Conclusions i rs $Rp.[
j Based on their examination and findings described llation of above, i h require-L;.
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generally concluded that theAslicensee's their assessment progr ibed above, the ( ments, commitmentsevaluation and good engineering
- to complete the review pract reviewers recommend additionalThis will be identified to the Com relative to such components.
i ' Peak. Project Director for followup.' c~ ~ P c F0lA-85-59 a
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(.- SSER AB-12 DCP4
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/('7 Draft 7 - 1/30/85 SSER
- 1. Allegation Grouo: Mechanical and Piping Category 18, Equipment and pipe whip restraint bolt and nut problems.
- 2. Allegation Number: AB-12, AB-7, SRT-9, AQP-3
- 3. Characterization: It is alleged that:
- a. Some bolts holding the upper steam generator (SG) lateral supports to the wall plates were cut off and were incapable of securing the SG lateral supports to the embedment plates in accordance with .
design requirements (AB-12).
- b. Bolts were cut because there was concrete in the hole and the bolts would not fit and the heat numbers were cut off these bolts (AQP-3).
- c. The component cooling water (CCW) surge tank anchor bolts were cut of alignment with the holes in the baseplate and the anchor bolts were bent to fit the holes (AB-7b).
- d. There was confusion as to where to use jam nuts during installation of pipe whip restraints (SRT-9). (The NRC Region II Special Review Team [SRT] raised this concern.) %
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- 4. Assessment of Safety Sionificance:j The NRC Technical Review Team (TRT)
.. ... reviewed Region IV Inspection Report (IR) 84-12 (pg. 12 item 5), which J
, addresses the bolt cutting allegations (AB-12, and AQP-3). In addition, the 4e.
TRT inspected the actual installation of the SG supports nd found that it agreed with the referenced support drawings and design changes. _ , ., . . ,
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h -. L The TRT learned thit Texas Utilities Electric Company (TUEC) purchased ~ l . 144 bolts which were 9 inches long (11 inches longer than the required 71 inches) to meet the hstallation requiremeitIfor the SG supports. Work j package MRB-550-013-RB, Rev. O shows that these bolts were then cut to 71
/Ar inches. TUEC was unable to,provid an^ inspection record or traveler ..
ka ws.R*W M .44 .1 wf f.'r ' ruf (W'G - ' package (forTRTreview. This package would nonnally contain evidence of . .
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t bolt length and bolt heat nue:bers/ The absence of the inspection record ;. ^"-, , f.
.". raises a pMial safety concern since the four support beams require a ,~ _
-V f ,' total of Ikbolts, and these beams are designed to restrain the SG -
during a seismic event.
~..
. ' , , g,. 2 . . . :.; c fbb r i Sawing off the end of the bolt may have removed some stenciled (~'~~..._ identification, as alleged.7The TRT assumer that the markings removed mere the manufacturer's temporary markings which identify the pieces - during the manufacturing process before the required pennanent markings are applied to the finished product. The TRT verified through field inspections that the permanent markings were on the bolt head and that traceability was maintained. , i e ey - 74 - .
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The TRT had an jnitial interview with the alleger (AB-12, AB-7) during/ 4 a_.___.__.___ .- } which the TRTsfully understo7od ti concerns.eThe TRT was unable to contact the alleger for an interview concerning the completed work. The alleger (AQP-3) was unable to be contacted since no telephone number or ,i I address was known. ,- f I
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1,_ , , . . A .' :* ' The TRT traced the installation history *for the CCW surge tanks and foundg ~~ that the as-installed anchor bolts did not line up with the tank support baseplate holes, as alleged (AB-7). TUEC discovered the misalignment 1 during installation of the tank. TUEC sent a letter requesting the manufacturer, Applied Engineering Co. (APCO) to approve a modification of the baseplate. APC0 gave TUEC the permission to proceed with their modification, sent them a revised drawing, and TUEC modified the base plate as described on construction traveler ME 78-108-1101, Rev. 1. This
~
traveler described the modification.s approved by APC0 in detail. 75 N 'd '
, su.h.:St ;$i V4C.R'$.'.yQg W5j'd.idW' % $ k. ' . " . " ~
_ ' : k c. , t : .: ? ' . ; -t u . v. . The TRT visually inspected the installed CCW surge tank cnd closely -- observed the anchor bolting arrangement. The TRT observed that all the g., bolts were straight and found no evidence they had been bent or that there was binding in the holes. The embedded anchor bolts were also free ' ' '
.. l from any signs of abnormal abuse. The TRT observed that the threads were clean and that there were no gauges.
To determine if the jam nuts were properly placed during installation of the pipe whip restraints (SRT-9), the TRT reviewed five Gibbs & Hill (G&H) drawings for pipe whip restraints (2323-SI-0581, 0581-01, 0584, t
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'0585, 0585-01 and the unincorporated design changes against these drawings. These whip restraints are located in SG compartments No. 4 and No. I at the top of the steam generators, and are intended to restrain
/
W- the main steam (MS) line in the unlikely event of a complete rupture of b ccie the MS line at the SG outlet. The TRT also reviewed the documentation
...~...
( .g.. q ' ... I . packages for pipe whip restraints M-22 and M-25, including the weld
,- travelers, QC inspection of structural steel bolting, QC inspection of y W. welding, and as-built drawing , ...,,,., <!!/ -
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-The TRT also reviewed in detail the requirements of desion change -
. g ., ,. . ,
Es authorization (DCA)14813,R2.IkninterviewswithQCinspectors,theTRT . 6*"' ,,0
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learned that]this DCA w very. confusing, and there was no agreement as to g."- d, g
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its actual. intent. )
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-ra %. 4 %1. tXA G0% N'A During a field review, the TRT observed similar pipe whip restraints and
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.saw no jam nuti'ke TRT also closely observed the bolts for M-22,'M 225,s a .-
._-and M-41 and determined there was no evidence of upset threads.',However, - - -
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t,. J.1 _.'. these whip restraints receiveda epoxy topcoat which could very well cover tup any. evidence of threads _beina upsets The TRT interviewed the iron
"'~ ^ d n,is%d s worker who had signed off the cons truction% %l.w p6rtion on the weld traveler
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g ~ (CD80-031-3401) for these bolts.! He stated the threads were upset by l 7, W w , A Wph. 6-Qing a center punch to strike ,the threads near the nut., He said that he sA i .c . ., e .3.m. recalled upsetting these threads and pointed cut the bolts that were in
'E*d s. .~) 'chestienje iron worker also stated that since the upset threadh u.. 6--
1 c.+h dose to the nut bevel, he could understand why the TRT could not see the, , paJ I ames bN.,supsetting; however2 he was certain that he-had upset the _thr_eads The
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eqha W '*k d..I..i'1:h. . also
.... uucontained EE nrecer 0A/0C sien off for thread
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[ ko ; 4hb M The B&R QC inspectors produced a {DCA (18853)}which stated that epoxy coatings could be considered to provide protection against the nut vibrating loose (i.e. the same function as double nutting or thread upsetting). The TRT reviewed this DCA and agreed that epoxy coatings will provide this protection for these nuts.-EadS ?- Jam nutting or upsetting of thr,eads is not a ASME Code re,quirementm
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.becattse pipe whip restraints /are not within the boundaries of the ASME Code. These requirements are the requirements of the design organization responsible for the whip restraints (G&H).
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- 5. Conclusion and Staff Positions: escu Re EMVJE_
The TRT concludes that the portion of the allegation (AQP-3; AB-12) dealing with loss of traceability has no technical marit. This portien, therefore, has neither safety significance nor generic implications. The TRT found that the absence of installation inspection records created
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a potential safety neern since these beams are required for restraint of the SG during a seismic event.
' ~ " '
, , . c .; < - . ,
The TRT concludes that the baseplate was modified as alleged (AB-7); however, the TRT found no indication that the anchor bolts had been bent. Accordingly, this allegation has no technical merit, and has neither safety significance nor generic implications.
The TRT review confirms the SRT observation that there was confusion concerning the double nutting / thread upsetting requirements for pipe whip restraints (SRT-9). However, documentation shows that upsetting was perform o c c ( gd and inspected. The TRT f % o evide j p eve thet-the
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, threads were upse,tj (-field inspectitnt); however, frcm the documentation e-- M
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and from talking to the actual installer,6 TRT concludes that the .'
)
threads were upset. "The installed bolts also received a epoxy topcoat E,?.s s $ which will ensure that these nuts do not vibrate loose. The TRT concludes that this allegation has neither safety significance nor generic implications.
- 6. Actions Required:
TUEC shall, if possible, find the original QA/QC inspection and installa-tion reccrds for the restraint in question (AB-12 and AOP-3). If the records are not retrieved, TUEC shall provide evidence such as ultrasonic measurement results to verify acceptable bolt length. Should unauthorized bolt cutting be verified, TUEC shall: (1) replace shortened bolts with bolts of proper length, or provide analysis to justify the adequacy of shortened bolts as installed, and (2) provide justification or propose measures to ensure that no similar concern exists for bolting.
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- 8. Attachments: None.
8-
- 9. Reference Documents:
- 1. G8H Drawings 2323-51-0550, Rev. 4; -0551, Rev. 5; and -0519 Rev. 4.
- 2. AFC0 Steel Drawing 77-667-303, Rev. 2.
; 3. MRB-0550-013-RB, Rev. O.
- 4. G&H Drawing 2323-5-0762, Rev. 2. -
- 5. TUGC0 Drawing N-2640-359, Rev. 1.
- 6. DCA 1967, Rev. 1; 3220, Rev. 0; 5290, Rev. 1; 8656, Rev. 1; 9909,
; Rev. 1; and 11648, Rev. 10. , 7. TUGC0 letter CP-0065, dated March 2, 1979.
- 8. APCO letter 2640-422, dated March 28, 1979.
APC0 letter 2640-435, dated May 30, 1979.
- 9. TUEC QI-0P-11.14-1 " Inspection of Site Fabrication and Installation of Structural and Miscellaneous Steel."
- 10. Gibbs & Hill Specification 2323-55-168 " Structural Steel" (Category 1).
- 11. Installation travelers CD-80-031-3401 and CD-80-048-3401.
e
- 10. This statement prepared by:
V. Ferrarini Date TRT Technical Reviewer
. Reviewed by:
L. Shao Date Group Leader Approved by: V. Noonan Date Project Director l i: !j.
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Q: Please state, your name and address. Q: ince your last affidavit, is them additiona inf omation you have remerrbered or have knwledge about regarding the Comanche Peak nuclear power plant? A: Yes. I have personal knmledge of impmper welding of the stainless steel liners. Instead of having a backing strip with a 3/16" to 3/8". gap, them was just a butt wid and a heliarch wim for a fil'let. I also know of ~ improper installment of the CCW surge tanks. While instal: ling the tanks, the anchor bolts weru out of alignment with the holes in the base plate of the tanks, a'nd instead of plug welding the holes up in the base plate and redrilling to fit the anchor bolt pattern, the anchor bolts wem bent over to fit the holes.-
# Therefore, when they tried to put the tanks in the proper. location, the bent , ,
, studs became binding in the hole. This caused the bent stud to beccme cut on one side and the straight studs to stmtch from sc much pmssure being applied.
Also, the toquing was improper. . Q: Was this safety-related ("Q")? h i A: Yes. Both of them were safety-related. g/ I
~
Q: Are there other concerns? GD A: Yes. I was also told of improper bolting in the upper lateral restraint; for instance, the bolts were supposed to be 7" long. When they coulon't get them I l . in, they cut about 3" off and now they have a 2" diameter bolt with only a pene-o tration of 1/2" inside the threaded hole. This is true on some of the bolts;
; I don't know how many. This was on the upper lateral restraint of the steam generators.
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yQ -1 ' I was also told of unqualified personnel doing welding. And there were also craft people signing off on the maintenance cards instead of QC inspectors; in other words, forging the QC inspector's name. There was also improper documentation of maintenance cards. For instance, there was a shaft taken out of a motor in unit 2 and placed in unit 1 and for three months the maintenance card hold point which was called for the shaft to be rotated was signed off by verification by QC when in ' fact there wasn't even a shaft there. Mill-There was also some welding done on a valve with tr}e valve seat closed. wrights realized that they should have had it open 2nd tried to get day shift QC to go ahead and buy it off; when the day shift QC would not buy it off, they opened it up and have the night shift QC inspector to buy it off, c I also have a notarized statement from a person about when he was core boring, he found some areas in the concrete where the concrete was so powdery that it wouldn't even form a core. Also, in the stainless steel fuel pool, north 'and south, there is some stainless steel spray pipe. The pipe came with holes drilled in them and t someone decided to drill the holes larger. The pipe department drilled the hcles larger; now the pipe is full of drill shavings and cutting oil. (At least it was when I left.) As far as I know, it was done without QC being present. I don't think it called for any papemork, but the shavings should
\
be cleaned out so they won't get into the fuel cell racks and cause any problems like jaming. I called this to my superintendent's attention; he said there would be demineralized water in there. What's the use of putting demineralized 4 water in a dirty pool? N .. ., That's all I can think of right now. There's so much that went on that I keep remembering things. When I do, I'll be in touch with CASE and can be contacted through them if the NRC wants to get in touch with me. I'll be calling CASE from time to time. t *
- , . . . . . . ~ , . , ,. . - .- -
I have read the foregoing 2-page affidavit, which was prepared under my personal direction, and it is true and correct to the best of my knowledge and belief. The foregoing affidavit was prepared under my personal direction, and l the thoughts and words expressed therein are my own . thoughts and words (with the exception of minor grammatical changes, either to correct spelling or to clarify what I meant, which did not change the intent of my thoughts). , Where questions were posed, they were posed by CASE. l STATE OF TEXAS M 7c! - Cn this, the .2 h day of June ,1983, personally appeared
;._:f.. ' . . .. , known to me to be the person whose name s
L. ._-u i is subscribed to the foregoing instrument, and acknowledged to me that he executed the same for the purposes therein expressed. Subscribed and swcrn before me on the ,f hz day of June , 1983. I 2/L KC&/wn) Notary Public in andpr 'the State of Texas
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AS-2 . GD CONSTRUCTION OPERATION TRAVELER 35 1195 l EQUIPMENT NO. PAGE4OF2 TRAVELER NO. @ UNIT I NO.@ QUANTITY t
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kI N Y DATE 30/ IC/'IS PREPARED BY 49 m$- \j k :xz-DATE /0N0 O QA/QC ENG ANI REVIEWED BY G A- DATE _ NA ANI REVIEW QAMC6 Ml[mrt jMA ENG ANI OP.NO. DEPT.' OPERATION 1C M i(,1,,M121G HT SL # V * $ 464 OPC M CCMFCCTlCM C' CfD-RE LEASE. Ft2cM M AR.E44c054 l MO C6TAIM [b 3 1A HW. %6 %M WJ 4e/>19
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lJS , FIRL', AEMS ,TUGCO , LEH Figure 2.4-1 . Pag:2 1 of 1 ARMS b COMANCHE PEAK STEAM ELECTRIC STATION lgg g g ( DESIGN CHANGE AUTHORIZATION __ DATL (X)M.9 (WILLNOT) BE INCORPORATED AUTHORIZATION NO. 3220 b . IN DESIGN DOCUMENTS ' SAFETY RELATED 00CUMENT X YES N0
- 1. DESCRIPTION: DESIGN CHANGE YES X NO A. APPLICABLEX573C/' 0WG/DCCMX% 2323-s-0762 1 REV.
B. OETAILS The ton of bolt elevation for the Southwest anchor knir of the Hvdrocen Purge Exhaust Air Filtration Unit at elevation
. 873'-6" of the Auxiliary Building is in conflict with the equipment drain connection.
SOLUTION: Cut 1-3/8" of f the ' top of bolt in question. This modification will orovide full thread engagement and will' r __ meet the design intent. c0R 03 - mF An MGMERiXG Lv 6N ~
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V joa NO. 35-1195 n beCECi O
- 2. SUPPORTING 00CUMENTATION L ' ' \
- 3. SIGNATURES: FT/ss 11 27-78 ECE1VE" A. APPROVED BY:
' 'GayRepresentative
//
' Ja t'e
[ B. APPROVED BY: (( b Responsible Engineer
//-27-7<?
Date
- 4. STANDARD OISTRIBUTION:
B&R Field (Original) (1) y= a A O t GaH-New York (~, ; -M g Q "".f h
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TUGC0 Site QA (1) - B&R Site QA (1) K-> W
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A)C(2 , ' No(6E'
- TE..AS UTILITIES SERVICES Ir4 P. O. BOX 1903
- Ct.EN ROSE. TEXA5 76043
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CPP-00825 March 2, 1979 ( . Applied Engineering Co. I P.O. Box 1327 Orangeburg, S.C. 29115 7 ATTN: Mr. Dean Harris COMANCHE PEAK STEAM. ELECTRIC STATION 1981-83 2300 MW INSTALLATION MISALIGNED CONCRETE ANCHOR BOLTS FOR CCW SURGE TANK
&- 6Cf.p$ l
Dear Mr. Harris:
l To confirm our telephone conversation of today I am sending'you a sketch
- showing a detail of all ten holes in one end of the support, it will also i show that five of the ten need to be revised, and the fix that we are proposing. i We would like for you to review and see if this is acceptable or if you
; have a more feasible fix.
Please send us a proposal for a review and an analytical report for this. If acceptable you will be sent a purchase order for same. . 1 Very truly yours, O hhY.!" R.R. Boedeker Ris$ke 35-1195 **'"*"''P**""""" RECElVED OCT 7 198J DOCUMENT CONTROL F0lA-85-59 9/V __d_. _W .
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kFCO NuclOar RECEIVED CM Chcrieston Hicnwcy. Orcnceburg. South Ccrolino 29115 APR P. O. Box 1327 Telex No. 573 492 803/534 2424 2 1979 March 28, 1979 Tens Utilities Services, Inc. CPSES Const. Ottice Letter #2640-422 l AB- . g_ Texas Utilities Services, Inc. Post Office Box 1002 M_ WGH Glen Rose, Texas 76043
$_ BJH Attention: Mr. R. R. Boedeker -
REH RCB
Subject:
Comanche Peak Steam Electric Station JPP LKH TUSI P.O. #CP-0065 (g g APCO Job No. N-2640 r ' Component Cooling Water Surge Tank JSM p M RLE_ - w
Reference:
TUSI Letter CPP-00825 to APCO BJM dated March 2, 1979 g7g Attaghment: Sketch - Baseplate Reinforcement for CCW Surge Tank
Dear Mr. Boedeker:
We have reviewed the baseplate design for the subject job, as requested in the reference, to evaluate your proposed correction for misaligned concrete anchor bolts. During our review we have discovered an omission in our original baseplate design calculations. Although the baseplate is adequate as designed for normal conditions, it is unacceptable in the case of a seismic event. APCO proposes the following solution to both the misaligned anchor bolt and baseplate problems, as detailed on the attached sketch. APCO will provide pre-drilled plate inserts to reinforce t the baseplates as shown in the attached sketches. APCO will also provide revised drawings and design report to l reflect this change. Upon receipt of the inserts, TUSI may use them as templates to locate new anchor bolt holes in the existing baseplate. Please note that it is unncessary to either repair the existing baseplate bolt holes or to weld I the plate inserts in place. In order to provide these APCO would require a drawing detailing the exact locations of inserts,k the misaligned anchor bolts. r FC1.A-85-59 l fl2
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m . Texas Utilities Services, Inc. 3
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' "C )3 March 28, 1979 ;. -.
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We will require approximately six (6) weeks from TUSI accept- _, ance of this proposal in order to. fabricate and stii'p the inserts. l! If you have any questions or comments, please call us. . Very truly yours,
- m/ \
.X) . P /~'a u v .
R. D. Harris Project Engineer, Nuclear , RDH/rbf cc: H. R. Rock, G&H d B. George, TUSI R. E. Holloway, G&H J. C. Kuykendall, TUG Co. U. D. Douglas, B&R
WAPCO Nuclear e e i 1525 C?cdemon Nghwcy, Crmgetxso, Soulh Caodno 29nS P. O. Som 1327 Telex No. 573-492 803/534 2424 i
/9 May 30, 1979 i
i b N. b N .' M ' h bdO
- Letter No. 2640-435 i r I Tcxas Utilities Services, Inc. I P.O. Box 1002 Glen Rose, Texas 76043 }{
i Attention: Mr. J. J. Merritt, Jr. , i Manager of Engineering and Construction
Subject:
Comanche Peak Steam Electric Station ; TUSI P.O. No. CP-0065 APCO Job N-2640 l, Misaligned Holes in Support Plates
Reference:
TUSI Letter CPP-1284
Dear Mr. Merritt:
)
As per the reference, we have examined the attached sketch of ( as-built anchor locations for the Domestic Water Storage vessel. ;
, After careful review of the baseplate design, we concur with }
your proposed repair method of flame cutting the existing holes j cs shown in the sketch and welding in place " thick plate j over the holee. j \ l
' Also, provided that the ccw Surge Tank is not put into opera : ion j (remains empty), we agree that the misaligned holes may be !
olongated and the tank be secured to the ceiling prior to final j repair. ; l If you have any further questions or co:ments, please do no } hesitate to call us. j I l Very truly yours, j i i
- n. D. p% %is i er
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! REV BY C *DAre NM#o QA/QC ENG ANI AAN REVIEW D T1 v* OAAu:
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- op. no. OeM. openArtoM ..
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' Verify structural assembly, numbers and pl..art numbers * .,, .g-I QC McCrding to referenced drawings. ' M V .
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# (2) l IW - Plug any unused inserts and cut anchor bolts as.shown QC <'d the m ferenced drawings. ,, . . . ,. ..
verify concrete surface pypar.ation in accordance with~ (3) QC r
.QI QP-11.0-6. ,.
j /fg7,, () N Inhtall the structural embly in accordance with the mferenced drawings and applicable design changes. u T4
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fih kpl pv e no (5) IW Install the $ilti Super Kwik bolts in accordance with ., I CEI-20. . . . -
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4 N. i ' M QC 'I spect the Hilti Super ik Y nstallation accord- F/ ,
@ " *(6) ing to CP-QP-11.2. 'T i .y 4 V -
y ..{.? (7) FT Verify elevation, column line location, p1mb and %/p - levelness. vi. g ' _p ' (8)h Coord ' Release stre[Eral assembly to subcontracts for field
%P ; W 1 ding as shown en the referenced. drawings. ,,
, j 'h (9)h Sub. Release structural assently'fmn subcontracts.
h f} h (10)p Pipe g Verify that pipe work is ccaplete and that the pipe sT on final location at the, pipe whip restraint locatio n. g g- 1 As built pipe at the pig whip restraint location an'
; (11) p F.E.
attach as built to the Traveler. , {J Verify line and elevation of structural assembly and FE e #(12h QC locate U.bar brackets and/or pipe bumper, locations. Pl)RV . I Coord Release structural assembly to subcontracts for welding (13% U-Bar brackets and/or pipe bumcers to structural ~
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24 CONSTRUCTION OPERATION TRAVELER CONTINUATION W 5 F#3 g ., TRAVELEM NO. ACTIVITY' OESCR'IPflON F Jlh'
<*WMO - O % 3.-o/ Pioe Whip. Restraint Sucoort Insta&ation.. t PAG (2, OF g pagPARED BV " DATE N* %
REVIEWED SY #' OATE N8 # '* S S ANI REVIEW g g- :- DATE_ 9 g w_i.ica.?T. _. _c wt.? '. C u *: - , , u.- m"rve: i.d; r-d c. .-
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CCNSTRUCTICN CP8IRATICN TRAVELET2 CONINyf G n3337,n,, , TRAVELER No. ACTMTY CESCAIPTICN '81' V alVlh i IUlV '4 c_p po- o 3 ( - 3 4 0 / Pipe Wnio Restraint Installtic h - _ he k,3, er f g-PREPARED SY u Mdb I% CATI M'3 [8"/_ k k$O I REvtCWED SY M NOfI A 9-- bL- GAft 'M T C2. V Vd & ANI REVIEW - -
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3t IW Bol't tightening as applicable shall confonn to the follcwing " t,. QC(W) criteria: MQh~ g - ructbral bolts per CCP-22 (inspected by QC per QI-QP-11. f v b. Hilti Bolts per CEI-20 ( inspected by QC per QIt.QP-11.2-3). N4, c.' Nuts on anchor bolts and thru b s shall be__ installed snug l. M f g'( 11cht.(Rt.d> DCA- II, B99 Rt.V.1 c c S** *ce. Ille@ J[A/f ,tC 9 jfjfej 32
. d. :> crew anchors shall be installed sntig l'.ight and completely Q g/p ,j/g engage.the threaded.portien of the anchor per CCP-22 ( inspected by QC per QI-QP-11.14-1).
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, CCMANCHE PEAK STEAM ELECTRIC STATION
- DESIGN CHANGE AUTHORIZATION AUTHOR;IATION NO. 8656
('.0000 (WILL NOT) BE INCORPORATED IN DESIGN DOCUMENTS
. SAFETY RELATED OCCUMENT XX YES NO ORIGINATOR: CPPE XX ORIGINAL DESIGNER
- 1. OESCRIPTION:
A. APPLICABLE APffl0WG/t%% WEE 2323-5-0762 REV. 1 B. OETAILS One SAB-152 anchor bolt located in the northwest corner of the
. c ,I ecuiement room exhaust fan foundation at elevation 373'6" of the Auxiliary Buildina has been broken.
. SOLUTION- Add extension as shown en the attached.
rna 0FFICE AND a,_niIin..an _ -- ESE ONLY ~
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- 2. SUPPORTING 00CUMENTATION
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- 3. SIGNATURES: OGS/dt 10/2/80 A. APPROVED BY: F --
/d -2rN (CesignReprespntative Ca te B. APPROVED BY: b, 2. Imd /, /p/B-o ' Originator 0~
a te 4 STANDAR0 OISTRIBUTION: ARMS (Original) (1) r Quality Engineering (1) JOE NO, 33 ;;;- Technical Services for Original Cesigner (if CPPE originatedW)E C g l y g g
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fU l FOLA-85-$"","l, j ma ;
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- - ENQlNEERING DIVISION W 6 "[ 10s No. 3d' //+# _
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7./ [h- '< Page a f 3 s ,m nGuRE 1. C Tb--,C._ A.ND I" ENG N =. M.G l,St O"k'Je4EAK CHu m A = CaI =STENi N ELECTRIC STATICN CCA f:0. 9909 Rev. I ('AILL) (13hlX:0XR) BE INCORPOPATED IN DESIGN COCUMENTS XX YES NO
- 1. SAFETY REi.ATIO CCCLHENT:
XX ORIGINAL DESIGNER 2.. CRIGINATOR: CPPE Applied Engrg. Co. Dwg. No.
- 3. DESCRIPTION: N-2640-359, Sh.1 of 33 5 REY. 4 N-2640-359. Sh. 2 of 3 s A. APPLICABLE SKiWCWGdCCCUtXtMX : a-cow -sos, an. a or 4 , 3
- 8. CETAILS: THIS REVISION VOIDS ann CUprDCA rt Fra-9909;FEV. O .
On CC*d Surge Tanks ACPI-and CP2-CCATST-01 (Vender Tank Nos. N-?6.10-359-1 and -2 resoectively) the inverted saddies or succortine weidments. hancino frem riefd soffits of ceiline beams at AB E1. 895'-6". are to be reinforced bv crafts as shown on Acolied Engrg. Owg. dN-2640-359-A, Rev. O, attached. The forecoinc is authorized bv Gibbs & Hill hieme dGTT-7674. dated 3-31-81. a telecoev which is also attached. Its'iustification is indicated in Acolied En9r9. Co's. Stress Analysis Recort (TR 2610-01-1. added enev v spen n g_ w an.9 san _,co.3 3 . ,, n. Dev. 1
- 4. SUFCCRTIMG COCLHENTATION:
Gibbs & Hill Soec. No. 2323 Ms.65. Rev. 3 in Owas. Nos . 2323 M1-0700. Dev. o- 2121 Mt.ome . o v -
- 5. APc80 VAL SIGNATURES:TTC:jb 18 1981 /
A. CRIGINATOR: hdL 4 CATE ((8-8l B. OESIGN REPRESEN*ATIVE: i #if sb . DATE 4.[16/f) VENCCR TRANSMITTAL RECUIRE0; YES XX NO 6. CCA regn ;;.go
- 7. STANDARD OISTR!BU ICN: JOB No. 35-1195 ARMS (Original) (1)
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FA3R: CATION CP MODI?ICATICNS TO T33 SADDLES OF CCW SCnGI TETT.s AS SECWN C5 REFIRENCE 1. IT MUST 32 C:;;23SOCCD TET THIS IS ONLY A CC:iD T:CHAL APPP.CVA:. PIND=;G Tn: SAT:57ACTORY RISCLCTICN C7 CCMNCITS I23 GT.'i-50647, DICISER 18, 1980.-
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H +t, Y@CA ' C0ftAttCHE PEAK STEAtt ELECTRIC STATION DESIGN CHANGE AUTHORIZATION (WILL) %"tXXXXTJ,X BE INCORPORATED IN DESIGN 00CUMENTS DCA tt0. 1967 REV 1
- 1. SAFETY,RELATED CCCUMENT: XX YES NO
- 2. ORIGINATOR: CPPE XX ORIGIttAL DESIGNER
- 3. DESCRIPTION:
A. APPLICABLESEC/0WG/0$7J.Eg 2323-5-0762 pgy, 1 B. OETAILS THIS BEVISION VOIDS AND SUPERSEDES DCA 1967 REV 0 Add anchor bolt detail and arrangement for CCW Surge Tank in accordance with the attached sketch. ' v - - Rev. 1: The use of ASTM A 194 Grade 2H nuts is acceptable in addition to Grades 4 & 7 . g' -
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Q \': : 7. m, .,l.iq : n. N .Y. U 4 SUPPCRTING COCUMENTATION: E I S. APPROVAL SIGNATURES: JDC/bgf 4-22-81 A. ORIGINATOR: O , ,, m ;61 DATE V 22-6/ l 1 B. DESIGN REPRESENTA IVEh-i [M- y DATE 82-[]
- 6. VEN00R TRANSMITTAL RECUIRED: YES NO xxx
- 7. STANDARC OISTRIBUTION: CCA FOP 11 11 -30 Apts (Original) (1)
Quality Engineering (1) TS for Orig. Cesign. (1) 5. 5 , APR 241981 ! l i
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