ML20206U537
| ML20206U537 | |
| Person / Time | |
|---|---|
| Site: | Comanche Peak  |
| Issue date: | 07/25/1985 |
| From: | Noonan V NRC - COMANCHE PEAK PROJECT (TECHNICAL REVIEW TEAM) |
| To: | Ellis J Citizens Association for Sound Energy |
| Shared Package | |
| ML19284C882 | List:
|
| References | |
| FOIA-85-59 NUDOCS 8607110014 | |
| Download: ML20206U537 (61) | |
Text
{{#Wiki_filter:o 4[ g, g U ITED STATES NUCLEAR REGULATORY COMM!SSION ,( b g ; WASHINGTON. D. C. 20065 *
\...../
JUL 2 51985 Mrs. Juanita Ellis Citizens Association for Sound Energy
- 1426 South Polk -
Dallas, Texas 75224 Re: Transcript of 6/17/85 ."eedback Interview -
Dear Mrs. Ellis:
Enclosed is one copy each of transcripts of feedback meetings conducted by ', telephone conference call on May 2, 1985 and June 17, 1985 wi We appreciate your participation in such meetings in that they contr o 1' the resolution and close-out of open ifcensing issues, ( .- [Yector
/ -
omanche P ak roject t . j
Enclosure:
As stated cc: M. E. Kline l
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l 8607110014 860624 = = , PDR FOIA GARDE 85-59 PDR _
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"11 2 5 1985 Mrs. Juanita Ellis ;
Citizens Association for Sound Energy ' 1426 South Polk Dallas, Texas 75224 Re: Transcript of 6/17/85 Feedback Interview
Dear Mrs. Ellis:
Enclosed is one copy each of transcripts of feedback meetings c cted by telephone conference call on May 2,1985 and June 17, 1985 wit We appreciate your participation in such meetings in that they contribute to the resolution and close-out of open licensing issues. Vincent S. Noonan, Director Comanche Peak Project
Enclosure:
As stated cc: M. E. Kline f' , e e ! l ' 0FC :CPP , :CPP l : : : : _____: _____2_____:_______1. '_:____________:____________.____________.____________.___________ NAME :CPoslusny :VSNoo ai l: : : : : _ _ _ _ _ : ._ _ _ _ _ _ _ _ _ _ _ : j . _ ______:____________:____________:____________:____;_______.___________ DATE : / /85 :( /) 85 : : : : : 7-/4-95 M dI 0FFICIAL RECORD COPY r e 9 0 6 l 1 l l t i 1 1
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'j U VII - 16 ,
6b VII. (continued - 16): In reference to. the need for combined tests, Mr. Tapia ~(Tr. '6508/10113) states in answer to whether test should have been combined tension and shear:
"Not in my opinion, not in the Richmonds."
Beyond this, the test procedure used by the Applicant used 4 layers of steel reinforcing top and bottom, which does not represent the most adverse condition at Comanche Peak. Mr. Walsh discussed at Tr. 6490/1-10. his con-cern that the concrete slab used in the test was more heavily reinforced than in the plant. The following discussion took place (Tr. 6490/11-6491/6):
" JUDGE BLOCH: . . . Is there a panel' member who is familiar enough with the concrete and reinforcement to be able to comment on whether the test conditions were unrealistic with respect te the reinforcement of the slab in the test?
" WITNESS TAPIA: I'm somewhat familiar with some of the details in the plant, although they vary, but I would say that the majority of cases,-
for inside containment, No.11 bars are used on either phase, two forces on either phase.
"That is typical. There are other orientations. And I would say that ,
the testing of the Richmond inserts with the concrete block would resenble those same assemblies utilized inside containment with respect to the reinforced concrete.
" JUDGE BLOCH: Because there was No.11 bars used in the test, also?
" WITNESS TAPIA: Not so much tha'., but because they are similar. It
.doesn't bl.le to be exactly No. 11 bar. It could have been No. 8. There l are many variations." (Emphases added.)
In response to Judge Bloch's question as to what the differences were between the No.11 bar done in the plant and the sample that was used for j the test, Mr. Tapia suggested that they look at CASE Exhibit 834 (the test report on the Richmonds). Mr. Tapia concluded that four layers of steel l, were used: layer 1, No.11 is 10 inches; layer 3 are No. 9's at 10 inches. 1 In the other direction, layer 2 is a No.11 at 10 inches and layer 4 is a i F01A-85-59 - f2./t/6
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; VII - 17 VII. (continued - 17):
No. 9 at 10 inches. Mr. Tapia stated that, with rega'rd to the. similarity between what was used in the test and the containment, that "it is typica! f the reinforced cross-sections used inside containment." (Tr. 6491/7-6492/15.) Then Judge Bloch asked (Tr. 6492/16-6494/22):
" JUDGE BLOCH: Are there any sections of the containment that are suf-ficiently weaker than this, so that the test data should not be considered -
applicable to those sections of the containment?
" WITNESS TAPIA: Sir, there may be some structural elements that don't have four layers, that actually have two layers, but I don't think that that would greatly influence the test results at all. -
" JUDGE BLOCH: And is the composition of the concrete and the . method of '
pour sufficiently similar so that also provides an adequate basis for generalization for this containment?
" WITNESS TAPIA: That is correct.
"MS. ELLIS: Mr. Chainnan, I believe there are documents in the record already which indicate that there have been some sections which by engineering judgment, where reinforcing bars were not included, were never included, and we are concerned very much about those particular -
areas.
" JUDGE BLOCH: Do you know whether those areas have any Richmond inserts?
"MS. ELLIS: We do not, but we think that somebody should find out.
" JUDGE BLOCH: Mr. Tapia, do you knes if this is a possible problen; that therr are areas of the containment which engineering judgment caused less steel to be inserted in the concrete? . . . No steel.
" WITNESS TAPIA: I don't know of any, but if you didn't have any steel in some of those structural elements and yots loaded them, I don't think they would function.
"I'm not aware of any." (Emphases added.)
> VII - 18 Y
VII. (continued 18): NRC Staff Attorney Scinto suggested that Mr. Taylor might have something to add. From Tr. 6495/5-6500/20:
" WITNESS' TAYLOR: In my recollection, the only steel that has been left out, at least documented on the plan, concerns approximately 50 percent of the steel in some columns that were in the auxiliary safeguard build-ing primary wall referred to as the EA wall on the site.
t "Now, the particular steel --
" JUDGE BLOCH: Just one second. You said documented in the record.
" WITNESS TAYLOR: Not in this particular record. I don't know that 4
it is here. I don't recollect that it is here.
" JUDGE BLOCH: Just the way you said it, you limited your conclusion.
"Do you know of any place in the plant, whether it is in the record
! or not, that this is being done? l
" WITNESS TAYLOR: Sir, this was the subject of'an inspection that I performed approximately four years ago based on a nonconformance report that gave me particular interest. I reviewed the citation in the non- s conformance report. I reviewed the engineer's disposition to that non- '
conformance report for validity, and both were found valid.
" JUDGE BLOCH: Now I have asked a much broader question. It has nothing '
to do with that nonconformance report. It is whether from any source l of information whatsoever do you know of portions of. the containment from which steel has been omitted because of engineering judgment?
" WITNESS TAYLOR: No, sir."
... " JUDGE BLOCH: What the witness said was that most sections were A like that, and that in his opinion the ones where there is somewhat less steel are sufficiently analogous so that the same test data will apply.
~
l " WITNESS TAPIA: Yes, sir. l " JUDGE BLOCH: I guess I do have a question.
"How can that be? If you somewhat reduce the strength'of the concrete by'taking some of the steel out, how can you use the same allowables l from a test that had more steel?
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VII - 19 VII. (continued 19):
" WITNESS TAPIA: Mr. Chairman, the steel in the case of the test block is there to simulate plant conditions. It is not there to provide strength to the Richmond insert per se.
" JUDGE BLOCH: But w'ithout any steel. you say there would be no strength?
" WITNESS TAPIA: I didn't say that.
" JUDGE BLOCH: You said you wouldn't count on it holding up? ,
" WITNESS TAPIA: No, no.
" JUDGE BLOCH: Would you clarify that?
" WITNESS TAPIA: I said I was not aware of any places, any structural elements in the plant where steel has been completely left out. In that case, you wouldn't have reinforced concrete. You would have plain concrete.
" JUDGE BLOCH: Would the test data apply to such a place in the plant with no reinforcement?
" WITNESS TAPIA: The test data on the Richmonds would apply but it would -
be, I believe, nonconservative, because you would expect that in concrete that is not reinforced, you would expect a slightly different behavior. Not significant.
... " JUDGE BLOCH: But the recent tests had steel in it?
" WITNESS TAPIA: Yes, sir.
" JUDGE BLOCH: What value did that establish?
" WITNESS TAPIA: The values that resulted are those that are listed in CASE Exhibit 834 on page 4, listed under maximum applied shear load. ,,
" JUDGE BLOCH: . . . How would those full values apply in concrete that had less reinforcement than the test sample, or would you have to do an analytical adjustment because of there being less steel?
" WITNESS TAPIA: I would say that for plant conditions that I'm familiar with, and I believe you are referring to instances where there are only two layers of steel, versus four, these values would still apply, yes.
6 6
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VII - 20 VII. (continued - 20):
" JUDGE BLOCH: But because of a notion of an amount of leeway that is in the rest of the analysis, certainly because you could not be confi-dent that the data with four layers of steel would apply to concrete with two layers of steel? Does this have something to do with the design margins that you are not worried? How much difference would it make, percentagewise, in the strength of the concrete, to have two layers instead of four?
" WITNESS TAPIA: I don't believe it would influence it at all. The strength of the concrete that you are relying upon in the Richmond test is in con- ;
crete -- the failure mode that you would get would be intention (sic - should be in tension), what is referred to as a shear cone, or the - pull-out of a cone of concrete that radiates around the Richmond.
"Now, this is a shear failure of the concrete.
" JUDGE BLOCH: Where is the Richmond embedded? Is it embedded so that it is between steel, or is it on top of the steel?
" WITNESS TAPIA: It is between. It is interlayered.
" JUDGE BLOCH: But the steel has no effect on when it would fail? -
" WITNESS TAPIA: It might have a slight effect. I don't believe it will have a large effect at all.
" JUDGE BLOCH: Ten percent, five percent, bgenty percent?
" WITNESS TAPIA: Five. I would say five percent.
"And in fact with respect to the strength of the cone failure, it might be less with the steel there because of the discontinuity in the shear cone.
" JUDGE BLOCH: So as a matter of engineering jud0 ment, if you got very close to these allowables with only two layers of steel, you might as a matter of engineering judgment want to analyze a slightly lower allow-able for that wall?
"You said it was 5 percent different.
" WITNESS TAPIA: No, sir. If you had four layers, or if you had two layers.
it wouldn't matter." (Emphases added.) i..,...........o
, VII - 21 i !
VII. (continued - 21): - There are several aspects of the preceding which need to be considered here. Let us consider first the matter of reinforcing steel which Sas been i omi tted. Mr. Tapia stated that he didn't know of any. Senior Res dent Inspection - Construction, Mr. Taylor stated that his only recollection was regarding about 50 percent of the steel in some col' umns that were in the auxiliary safeguard building primary wall, which was the subject of an inspection which he performed about four years ago based on an NCR, that he reviewed the citation in the NCR and the engineer's disposition to that NCR and found both to be valid. When asked the specific question by Judge Bloch "whether from any scurce of information whatsoever do you know of portions of the containment from which steel has been anitted because of engineering judgment?" Mr. Taylor answered "No, sir." [ w However, there are instances in the record of these proceedings which
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, indicate that rebar has been left out completely, designated "use-as-is," "O or embedded to an inadequate depth. We call the Board's attention to CASE's 10/18/82 Response to Board's Directive Regarding CASE Exhibits; in this 4 document, at the direction of then-Board Chairman Marshall Miller, CASE . made a detailed analysis of many documents which we had sought to introduce into evidence ("to focus CASE's exhibits, to eliminate repetitiveness, and ' to get a manageable group of relevant documents into the record which will j be of assistaace to the Board as a decision-making body "). All but one of , the documents which we requested be admitted into evidence in our 10/18/82 l - 1 W
- - , - , , , - - . . . , ..n. _ .. . , -_.,. - . - - , - . - - - , -
i - i VII - 22 I VII. (continued - 22): pleading were subsequently accepted into evidence by Board Order and later officially in the record. Among these documents are the following: CASE Exhibit 364, NCR C-520 , i CASE Exhibit 479, NCR C-669 - CASE Exhibit 482, NCR C-809 CASE Exhibit 483., NCR C-810 , CASE Exhibit 484, NCR C-811 All of these NCR's have to do with reinforcing steel being omitted from placements, bent and mislocated rebar dowels which were never embedded to the required depth, etc. The preceding NCR's were dated prior to Mr. Taylor's be-coming the Resident Inspector at Comanche Peak (in 1978); however, there is one other especially striking example of shear tie reinforcing st' eel being o omitted from a concrete placement in the Unit 2 Containment. This item should have been (but was not) reported by Applicants under 10 CFR 50.55(e). It was $ reported by Mr. Taylor himself in I&E Report 79-18 (NRC Staff Exhibit 70), and appears to have been referred to by Mr. Taylor in a later I&E Report in which he also referenced the steel which was left out in the auxiliary safeguard building primary wall (which he told the Board about at Tr. 6495- . 6500); see laE Report 79-26/79-25 (CASE Exhibit 253). The omission in the .
- (
Unit 2 Containment led to the NRC Region IV office ordering Applicants to
- issue a stoo work order. The ultimate decision was to leave the reinforcing steel out of that placement. See complete discussion regarding this under '
Section in these findings on CREDIBILITY OF WITNESSES. With regard to Mr. Tapia's statement that he was not aware of any such areas where reinforcing steel was omitted, there is nothing in the record l
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. VII - 23 '
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VII. (continued - 23): to indicate that he ever ' attempted to ascertain whether or not, in fact, , there were such areas. Obviously, he might well not be aware of such areas if he had never attempted to investigate whether or not they exist. Equa'11y obvious is that his lack of awareness does not mean that they do not exist. Another aspect of this which needs to be considered at some point during these hearings is the use of "rebar eaters" out of procedure and without engineering knowledge and/or approval. The improper use of " concrete eaters" and "rebar eaters" has been or will be discussed with NRC investigators by J. R. Oillingham, Robert L. 'Messerly, and Howard J. "Robbie" Robinson (see CASE's 8/3/83 letter to the Licensing Board under Subject of: Record , Regarding Discouragement from Reporting Nonconfonning Conditions at Comanche Peak Nuclear Plant). Obviously, if there are areas where the rebar has been " eaten" out by the improper use of these "reba'r eaters" without proper notification and approval of engineering at Comanche Peak, this could have a direct bearing on the issue at hand, just as could the omission of rein-forcing steel. It is our understanding that there will shortly be a report on this issued by the NRC Region IV office, following the investigation which was recently completed; it is CASE's understanding that the i;RC investigators investigated the allegations, then turned any technical matters over to NRC Region IV inspectors to pursue. At this point in time, CASE has no idea what the investigation / inspection report will contain; however, we do have raservations regarding NRC Region IV's involvement (see CASE's 8/3/83 . letter, especially at pages 4-5,16-18, and 24-30, and attached affidavits and deposition). i
Q
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QUALITY ASSURANCE DEPARTMENT !' it. NCR so'.. t- 18 0 QA RECORD NONCONFORMANCE REPORT (NCR)
;;OJECT CPSES JOB NO. 351195 8 AGE 1. CF -'
STRUCTURE / SYSTEM COMPONENT TAG /10 NUMBER LOCATION OR ELEVATION l RiR N O 13 UNIT! Service Water Component SW-1-010-004-A33R i 1 Aux. Feedwater Support AF-1-001-007-Y33R 4'// N/A M !alTRENO i
- 3) NONCONFORMING CONDITION CATEGORY C-3
! ,'3 00CUMENT VIOLATED: 10CFR50 Ann. B PP. V& REV .# ARA '
VIII lSeeattachedsheeC. f p. , m e,n. 3 u, p . e..n>.., y
., n l CASE EXHIBIT .
l t ii5 REPORTED SY- e 161 O ATE ( AL '110 QATE.
!J.Patton ! 11 / 5 /79 '
// / f / 7 M
'i PREPARED Sy: i 181 O ATE. M sISSUE0SY: i 112) C ATE.
r R. Michels l 11 / 5 / 79 Mu, ///A s l // /.f/ FF y G ik;
!i131 OISPOSITION AS$1GNED 70 t t 48 OUE DATE. 115) CCRRECTIVE ACTION REQUEST. CAR NO. #ist ASME CODE C' ASS! j D. Frankum 11 / 19 /79 ii- Recuired Z Not Recuired -MO , 1 Y" No di
- e 111 OiSPOSnTION C H //*f*7 7 l'M //* f' 7 9 REWORK REPAIR USE AS IS SCRAP .
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i188 CONSTRUCTION REVIEWIAPPROVAL ' t 19) O A TE. 4201 QA/QC REVIEW APPAOVAL. [' i211 C ATE.
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1241 ANs REVIEW AP#ROVAL; J 6 8 2 51 O A TE. 221 ENG. REVIEWi APRROVAL i 12 31 O A TE. l / / .
' 2 6) VERiFIC ATION 1331 REMARKS. i
! SatiSf actory CUnsatisf actory Not Rec'd 2 7' CA.CC ENGRiiNSPR V E miFiC A flCN i281 C ATE i
! / l j
0 ANI CONCURRENCE '30s DATE LA,E
.AR _ _ RE
, F0lA-85-59
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. NCR No. M-lS02
' ATTACHMENT j:~;
i .. I. DRAWING AF-1-001-007-Y33R '
%. "! ' Ji. i fljj y A. Revision 4 of support traveler required WARC 193 to be incorporated. This WARC was issued to replace FW-2 with FW-2A. The original place per ABRF 00073 should have been used; it was not . AERF 00073 is now missing from the traveler package.
B. Item #11 has been added on the bill of materials per ABRF 000315. ABRFs cannot be used to add or delete iten numbers. , . C. CMC 8417 R2, 10-3-79, Instruction 5, removed item 7 and added items 9 & 10. Item 7 was QC verified on 9-26-79 per ABEF 00072 and 73. Weld 2 & 3 were ' made on 10-18-79 using plates called out on ABRFs 00072 & 73. CMC 8417 re-quired removal of item 7 and replaced with items 9 & 10. This was not accom-plished and items 9 & 10 were not fabricated. Craft personnel failed to fol-low design changes as per CMC 8417. D. Sheet one of drawing AF-1-001-007-Y33R lists welds 3 thru 9. Welds are not numbered and there is one more number assigned than needed. The drawing is unclear as to whether the welds are vendor or B&R welds. . E. WMF Log has line drawn through entry indicating rod was not consumed, however, entry shows 2 rods consumed. Line entry is not initialed and dated. f
. c; I F. CMC 17671 is unclear; does not define reasons for change or clarify. -aj
;e G. CMC 17678 dated 10-18-79 calls for shims to be installed between support and ! .+
wall. CPP 199 3, dated 10-11-79 deleted shiming and specified grout instead. #-
. s II. DRAWING SW-1-010-004-A33R A. Item 6 fabricated and verified on 9-25-79 per ABRF 00062. CMC 7401, R1, $jE 9-26-79, deleted item 6 and added item 8. Construction personnel lined -
through item 6 and changed it to item 8. Item 6 is being used; it is dif- . farent than item 8 and not per CMC-7401. , B. Hole spacing has been changed on the ABRF. *
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C. Entry on ABRF by craf t person indicates ABRF is void.
~
SUMMARY
Exhibits I & II attached show h pl and_ failure to, conform to sections V and VIII of 10CFR50,' Appendix B by both craft an'd' Engineering personnel. The drawing control and design change controls as specified in site Procedures has - been neglected such that both these documentation packages cannot support these applicaale regulatory requirements. l
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- QUAUTY ASSURANCE DEPARTMENT ni seg g g,ggg7 77 l RECORD
{ NONCONFORMANCE REPORT (NCR) 840.'tCT C7st S JOd NO. 351195 Pact- l 08 - 11UN6Tj STAUC?umEs sYs TE*A j COMPONENT TAG.lO NUMSE4 LCCATICN C A I'.IVATION Sim NO, l Service Water iComponent* SW-1-010-004-A33R 1 Aux. Feedwater iSupport lAF-1-001-007-Y33R N/,1 N/A . 4451 , '4iT,a
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I(3)MONCON70RMINCCSNDITION esi ccCuMast viot.arto; ASM ,Section ITF **
.v N/A ,,,, 4452 l l G-3 See attached sheet, f
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Rev.1 Changed document violated and delete suirinary. .
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l 11/ 5/79 Mu, .,. h _ ' 1101 OATE.////V/7 ( in eas**Aao .v- . isi OAT ; n u issero ev- V . o zi oA f a; R. Michels l 11 / 5 /79 4M R #44, r
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it Ji o.ssCs4 Tion AsslGlet0 TQ: If 46 QUE QAf t; 1111 CORRECTIVG ACTICN at00EST CAR NO. if# 89'aiPCUce Cus31 D. C. Frankum 11 / 10/ 79 4 Recured-':T Met Recuired ! % Y" n n cisrcssr.oN: w ,p a y i See Attached .
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Y $$/$ $N 7c/ $$$5Yb kh r'M;3, TLL r GT;4 2 L ' W 2 2 0' k y I '"'"' QA RECORD i " " ' M .'eiory r u ni.ii.e.eio,y : Noi R.a o l caricq igg, garg. FI T N QA sqgyngw
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( - NCR No. M-18024 / ATTACHMENT 9920 g07 y (i
!. ORAWING AF-1-001-007-Y33R A. Revision 4 of support traveler required WARC 1936 to be incorporated. This WARC was issued to replace FW-2 with FW-2A. The original plate per ABRF 00073 should have been used; it was not. ABRF 0073 is now missing from the traveler package. ,
- 8. Item #11 has been added on the bill of materials.per ASRF 000315. ABRF's cannot be used to add or delete item numbers.
C. CMC 8417 R2. 10-3-79, Instruction S, removed item 7 and added items 9 & 10. Item 7 was QC verified on 9-26-79 per ABRF 00072 and 73. Wald 2'& 3 were made-on 10-18-79 using plates called out on ABRF's 00072 & 73. CMC 8417 re-quired removal of item 7 and replaced with items 9 & 10. This was not accom-plished and items 9 & 10 were not fabricated. Craft personnel failed to fol-low design changes as per CMC 8417. D. Sheet one of drawing AF-1-001-007-Y33R lists welds 3 thru 9. Welds are not numbered and there is one more number assigned than needed. The drawing is unclear as to whether the welds are vendor or B&R welds. E. WMF Log has line drawn through entry indicating rod was not consumed, however, g - entry shows 2 rods consumed. Line entry is not initialed and dated.- F. CM517671 is unclear; does not define reasons for change or clarify. G. CMC 17678 dated 10-18-79 calls for shims to be installed between support and wall. CPP 1993, dated 10-11-79 deleted shiming and specified grout instead. II. Drawing SW-1-010-004-A33R A. Item 6 fabricated and verified on 9-25-79 per ABRF 00062. CMC 7401, R1, 9-26-79, deleted item 6 and added item 8. ConstnJction personnel lined through item 6 and change it to item 8. ,It,em 6 is being used; it is dif-ferent than item 8 and not per CMC-7401. B. Hifti bolt size has been changed on the ABRF. C. Entry on. A8RF by craf t person indicates ABRF is void. g , l . e
4/c/l m 1802 R1 ) DISPOSITIO,1
//JeD/
IA. ABRF 0073 was voided by craf t traveler dept, as the result of a hilti bolt being broken during plate installation. ABRF 00315 was issued to refabrica-te the plate (item 11). .The plate, item 11, and the FW 2A, have not been made. ABRF 00073 was removed by the craft traveler dept, and is being held in the traveler dept. files. , IB. Item 11 was added to the. bill of material by the craft traveler dept. via an ABRF; this is not per procedure; personnel have.been instructed to discon-tinue this practice and follow procedure. IC. Items 9 & 10 were incorrectly listed as item 7 on the bill of material and i accepted by QC. They were listed as items 9 & 10 per CMC 8417 R2. Craft personnel have been instructed (See 18 above)to follow procedures.
- 10. Drawing No. AF-1-001-007-Y33R indicates that welds No. 3 thru 9 are vendor shop welds. This item is not a field nonconformance as these weld numbers were not generated on site.
IE. Field personnel crossed out the second to last entry' on the WFMt. by mistake. This is to be considered a valid entry except that the 10/22/79 date was entered on the wrong line. FW No. I was tacked welded on 10/19/79 with (2) rods consumed and (3) rods returned the last entry is correct in that (S) rods were with drawn on 10/22/79 and consumed in the completion of FW No.1. Responsible individuals have been instructed as to the proper method of document correction. . IF. CMC No.1761 shows the reorientation of item No. 4 which was misfebricated by the vendor. This CMC was generated to approve vendors misfabrication. IG. It is the discipline engineers prerogative to generate a CMC design change in variance from engineering guidelines. However in this specific instance grout will be used as per CPP-1993. r c 0 R , , e e,. . . . . . . . . . . . . ,
, ,.. . . . . . q. :.m O
4/(if n)-/$ d2 t/ fcf 4Se lc2 $ II. ORAWING SW-1-010-004-A33R II.A Item No. 6 and No. 8 are identical plates. ABRF 0062 was voided because it matched CMC #7401. The QC inspector requested that ABRF 0062 not be voided since he had already signed off item no. 8 on the Bill of Material (Per ABRF 00062). The " VOID" note on the ABRF was lined thru and initialed per the requirements of CPM 6.9.
~
II.B Prior to QC Field verification,1"x12" Hilti's were.shmw) on ABRF 0062 in error. The correct size Hilti's as shown on~ CMC' f7401 Rev. 2, was shown on the ARBF (0062). .. II.C See II.A (Above) , , Ta y.-a N4 T. [ 0 ,Q j r c ~. y .. . .,.,:,,
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3CB NO. 35-1195 0 '"$
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Gibbs S HI!/. !!Q. DEC 0 41979 ,,, 4; - CPPA-3572 kECEIVEV ,W 42 vW u A$ 5d lc2 $ TO: J. T. Merritt, Jr. DATE: December , 1979 _ i V FROM: R. E. Heim JOB NO -
SUBJECT:
NCR M-1802 R1 . REF. M-i
! COMANCHE PEAK STEAM ELECTRIC STATION 1981-83 2300 MW INSTALLATION NCR- M-1802 R1 .
~
l i b.h y . .. - . By copy of this letter we are advising Brown & Root that the "Use As Is" disposition on NCR No. M-1802 R1 is acceptable. l
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B & R DCC DIST. i l, P.131 3 110::.
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