ML19329F044

Nonconformance Rept for Apr 1974.Rept Consists of Bechtel Nonconformance Repts,Nonconformance Rept Log & Status Book, QA Discrepancy Repts,Quality Audit Findings & Mgt Corrective Action Repts Written or Closed During Month

ML19329F044
Person / Time
Site:	Midland
Issue date:	04/30/1974
From:	CONSUMERS ENERGY CO. (FORMERLY CONSUMERS POWER CO.)
To:
Shared Package
ML19329F037	List: ML19329F036 ML19329F044
References
NUDOCS 8006190837
Download: ML19329F044 (36)

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jd;4)2 NONCONFORMANCE-REPORT LOG & STATUS BOOK -

REPORT AS OF

) PAGE COtAPL bO PROJECT NO. 7220 Q.C. ENG. 5:G[ M~

8SjG-S PREPARED BY SOURCE S AWS NCR NO. c NONCONFORMANCE _

4 CLOSED BY DESCRIPTION / REMARKS DISPOSIT. ROUTE XMTD REPLY RETD C-1 A 12-7' Dick Grote Wall dowels and Access Tendon Gallery Slab. Unit 2. Pield PE Re-:.ssued 6_20-7' Buck Kinney With sketches attached. PE AA on 0-1 C-1-1 7-12-71 Dick Grote Wall dowels and Access Tendon Gallery Slab. Pield PE T-12-73 6-1h-7[

8-20-7' Buck _Xipney Attached Sketches. PE AA 8-20-7 C-2 S_7-73 Ruck n nnoy #7 Rchara_in containment #1 are Undersized PE '0-1-73 10-h-7 10-13] ~j Buck Kinney PE AA C-3 9-12-7] Steve Grant 28ca #9 Robars cut off @ 582'-6" to set certain Field PE A)-13-73'0-5-73 10-9-d 10-9-73 Steve Grant Columns for supporting frame. Reactor *Bldr. #1 PE A h J

C-h 9-28-71 Clay Clark Liner Plate S-1-6-2-1 weld cracked after Field PEkl0-1-73 30_8 7 1-11-71 M. P. Hendrick Application of prime coating. PE A# C 10-5-73 j

C-5 9-28-71 Steve Grant > c:

Trumplates by INRYCo in violation of documentation Field PE , 10-1,-73 10-8-7 1-30-7h T. E. Valenzano Requirements PE AA C .

10-5-72 I C-6 1Q-h-71 Clav Clark Liner Plate S-1-1h-U-1 Mill Stamned Humbers'and Field PE O

10-h-73 o 10-15-73 1116-71 Clav Clark Vendor Stamped Numbers do not match. PE AA ao m_3 g zj C-7 1.0-8-73 Richard Grote Pour No. C0(675 a d icket 11787. 6.16A Air & Gk" Field PE 10-15-7:! 1 1-26-7

. Pour CC 61.j)a 117 36 i 12-7-73 Richard Grote .

Slumbo.

Air ntent 2.1_y 2. ,p d Tickets 2.9M respective 11794, ly.95, 117 PR AA 11-23-73

'C-8 10-8-73 Richard Grote Pour No. A(57hla. Ticket 11711. Low Air Content & Finld PE 0-15-71 ,

1-28-7i

__b 11 ~40-71 S. Graham 11712. No Testing. PB AA 1I-20~73

' C-9 10-29-7.3 Clay Clark Liner Plate S1-7-U1 Mill Stamped Numbers and Pield Mat 1 10-29-7J t Spvsr. 11_13-11-1h-73 Clay Clark Vendor Stamped Numbers do not match. m + ,, 11-13-7 3

• C-1010-29-7!1 Gary _R._Knall 14" C_oncreita..Aggr.e!ste_. failed _ Err.ilation, U.S. Test _ lield _. PE 10-29-73 1 1-26-7j 11-29-7 Gary W. Knoll ing did not retest or notify Bechtel. A 11-23-73 PE

.a 11 11-0-1 Steve Grant #18S. Grade 60 rebar. b=+ WKE 20LO failed strenett Fini d PE 11-9 11-23-73 11

_3 Steve Grant tests run by independe, _ ab . -

PE AA 4 b'-73

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D NONCONFORMANCE-REPORT LOG & STATUS BOOK REPORT AS OF _ '

PAGE COMPL N. M

.E Q.C. ENG. SIGr{hw."'T I8 'IL-PROJECT NO. 7220 l SOL'RCE STATUS

, ._ BYE' PREPARED BY NONCONFORMANCE XMTD REPLY RETD DGCRIPTION/ REMARKS DISPOSIT. ROUTE CNo CLOSED BY Field PE 11-16-7 11-26-73 11-2-73 B. J. Stockton Rebar lengths increased from cut sheets 10-1h in. 3

>12 ~

J. C. Fitzgerald Test bars cut from fabricated bars v/o approval.

~

PE AA l 2-21-7h Field PE 11-20--7 3 11-29-73 p13 1-19-7' IC E 74nnev Cadwelds in nlace have voids creater than_nlleved 11-28-73 l

12-31-7 L. R. Albert by Spec. C-231 Rev.h. h .@. / //+ , . / ' PE AA Fi eld-. PE 11-20-73 11 73 0-1h' 11-16-7 3 S. Grant #h Rebar. Heat # C3807h. ASTM Grade 60. Pn41 nd tun PE AA 11-23-7 3 l 1-2h-71; F. A. Kapla of six testo.

v Field- PE 11-20-7J 1 2-3-73 11-16-7 1 B J stockton Tennile testing _requivaman+a' a+ 19?n ahn+ anun 11-28-7 3 C-15 . PE AA B. J. Stockton Cut 2 Splices from Unit #1.

12-11-T Field PE 1 1-27-73 I

Steven _ Grant Type "B" Qadweld sleeves on thickened liner plate 1-10-7h 0-16 11-16-73 1-9-7h PE AA 1-1h-71 L. R. Albert 1969, show rust inside.

Field PE 11-23-73 1 2-6-73 Cadweld Splice No. h-E-107 shows no evidence of b-17 fil-21-73 C. E. Kinnev PE AA 11-30-7 3 12:13-7' O. E. Kinnev vemanent reference line per C-2310 Rev. h Spacinc.of_rebarn & minning_ichnra Ant Til ds B T 4 mJial a PE 11-26-7 3 12-6-73 D-18 l1-23-7' S. Graham PE AA 1 1-30-73 l 12-6-73 S. Graham Wall. Elev. 57h' Listine of Cadweld onlices with interrupted derom . Field PE 12-5-73 2-15-71 0-19' 11-29-71 C. E. Kinnev PE AA 1-29-7L 2-15-7h L. R. Albert ations, per Spec. 7220-C-231 Q. Rev. h.

ts-:.-?r o. .r. .wmr. M Listing of Cadweld Splices with iD_terrupted defo m Pield PE 12-1h-73 1-10-71 C-20 11-29-71 C. E. Kinnev 1 2-31 -"3

.z: n .  ;.: .; ations, per Spec. 7220-0-231'Q. Rev. h. PE AA B. J. Stockton

, 1 t 13-17-73 Field PE 50EA 60' 18S Rebars heat # 79Th57. re.iected for 12-5-73 l2-13-7

~

0-21 1 98-7 ' L. R. Albert-AA 3

failure of elongation test per ASTM-A 616-72. PE

'2-21-72 L. R. Albert /A/ n << e L._R. Albert . Listinc of Rebar Heat Numbers on which user tests Vic.1d__ PE pfjy gu c'.g: / Tee 4'

C-22 11-29-75 N68. 69/~# t i- P AA W63 C E./dn v i have not been verfomed. Mat i re'a urior to 11/70. PE Cadweld splice 4 hE123 found to have renerally Pi ni a N.A.

P L. 1%_Alb'ert N.A. N.A. N.A.

C-23 1.1-30

• 1-0-231 0. Rev. h. rP I L. R Albert torous metal ver Spec.

2 I 20 e>wc2 asv. is * --- - b_- . _ _ _ . _ _ - _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _

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NONCONFORMANCE-REPORT LOG & STATUS BOOK ~

nEPonT As oF -

PAGE COMPL O.c. ENG. SIGN PROJECT NO 7220 PREPARED BY SOURCE STATUS

[ __hh C

NONCONFORMANCE CLOSED BY DESCRIPTION / REMARKS DISPOSIT. ROUTE XMTD REPLY RETD

_o_N 2-17-7:

C-2h 11 7' D. J. Stockton Rebar size 18S. heat #C-18972 faileA_ initial user Field PE 12-5-73 -

2-13-7 ~1 I, 1 2-19-73 B. J. Stockton test. 2ea subseauent sannles passed ASTM A-614 PE 'AA

{C-2$ 12-1-73 B. J. Stockton Rebar size 6. heat # 91117 failed user test. 6248// Field N.A.

N.A. J.A. N.A.

l2-12-77 B. J. Stockton delivered. Not used for structural rebar Reject C-26'12-5-73 n_ R. Yinnny 0 Arnnn of Morth Pinnt THka. Went Pi nnt Tiika. Unrti FieM PE 1 2-17-73 h-19-D-20-7h 3-21-7h3-15-7hh-19-71.

east Dike. & 100' Berm. 7220-c-208.nev.? tent frem nn. Pn aa C-27 12-6-71 C. E. Kinnev finer Plate S1-G-U-1.,__ Disposition of NCR 40-h not Field PE 1 2-10-73 1-22-7L 2-21-7L M. P. Hendrick followed ner Spec 7220-0-60. PE AA 4

C-28 12473 C Ynn11 Admixture tankn on on-site Batch Plant do not have Field PE 1 2-7-73 12-27-7?

2-26-7h L. R. Albert a means of agitation per 7220-C-210.Rev.2.Eara.a 8.9 PE -AA 2-6-71 S. Grant Two Sleeves velded on thickened liner plate for Field C-29 kl. A. h.A N.A. N.A.

Superce led by NCR C-29Rev.1 inner urimary shield vall trior to FOR C-2h annrovt 1 R> ject C-29 2-12-75 S. Grant Two "B" Cadweld sleeves velded on thickened liner Fieli _. PE 1 2-13-73 1-8-74 R,v.1 -

3 1-8-7h S. Grgnt olate usinn P1-A-IR. No veld specified in 7220-C-11 1PE AA C-30 ' ?-12-72 S ~Crnnt Coping of Reactor Bldgs Base Supnort Columns exceded Field PE 12-1h-73 1-22-7h PE AA I-7-7b 1-22-71 S. S. Grant Ainimum allowable.

A fit-up lug unn romnved fynm T.inor pinto R9 1h U1 1-QS-7h 12-12-7 l C 7. Clark FJ ol d PE 2-19-7j C-31' PE AA 1-h-7b 1-16-7h C. F. Clark creat.ing a rouge creater than 1/16" deep.

C-32 12-1h-7 3 C. F. Clark s601o weld nod Ser.#h2660-N documentation reports Field PE '2-27-7] 3-25-7h A. L. Boulden 18% elongation. C-111. Rev.2 reauires 2296 PE AA 1-20-7h 3-26-7h Ci 33' 12-12-7' Cm F. Cl3rk Platg_gsagablies S2-h-U1 & S1-1-U9 innt prnnnurn n w Ti nl d

$i. A. N.A. N.A. N.A.

2-19-7h C. F. Clark . test.  %,+ - -

B.'J. Stockton

- C;31[ 1-h-71 #

Certain 18S rebars from TNRYCo are not cut to with.- Field N.A. r N.A. ' . A. N.A.

L. R. Albert e C-39.Rev. 4 Rework 1 in 1/8u from sauare.nei '

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NONCONFORMANCE-REPORT LOG & STATUS BOOK N REPORT AS OF ? #'

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• PAGE COMPL 5b <

Q.C. ENG. SIGfd '/W

0. EII _ PREPARED BY NONCONFORMANCE SOURCE . STATUS

_cT[

o CLOSED BY DESCRIPTION / REMARKS DISPOSIT. ROUTE XMTD REPLY ' RETD 4

-35 12-3-73 C. F. Clark Plate assembly S1-6-U-1 gas channel blocked 2'0" from Field PE 2-19-73 1-QS-7h 1-16-71 'C. F. Clark left edRe. viewed from bottom. DE AA 1"k"7k

-36' 12-31-7't B . .T. Rtonkton 9omo Cadweld'nieeven have burra. nhavines. etc. Pinia PE 1-2-7h 1-10-7h 2-1-7h L. R. Albert innnonfoming to C-931 Unv. h PR AA 1~8~7k

-37" 12-20-71 L. R. Albert 2-2 Section 11_h._ Rigid Sheathing must have end capu Field .PE 1 2-31-73

-11dh 3-21-71r L. R. Albert 3r other devisa for protection from damage. elements PE AA ~7-7b

-38" 12-31-71 B. J. Stockton bugs for 3/8" Dlate fabricated on wrong side of Field PE 1-2-74 l-22-7h '

1-22-71 S. S. Grant alnte for Base Slab Units 1 & 2. PE AA 1~7-7k

-39* 12-18-71 G. Knoll Juring tanks below specified temperature. C-208Rev.2 Field PE 1 2-28-73 1-10-7h 1-10-71. C. V. Knoll PR AA 1-10-7 4

-h0 " 1-1-71t M. P. Hendrick  ? late assembly Sh-3-U-1. heat discolorations and Field N.A. N.A. N.gT. A.

2-20-71 M. P. Hendrick lulges. Elev. 633'-2" and 6h8'-h". Rework

! 1-2-7h R Crnnt

-h1 111 vi al a 3-6-7h L. Shively 19." trim barn (mk R121 Mnnnennturnd 13'-3" nnt PE 1-8-7h /./fa/ /.v'8J/

l 3'-0" out'-to-out as on 177RYCo cut Shts. PE AA

-h2 i 1-h-7h S. Grant Trumplate assemblies R/B 1 & 2 grease vents. coatines. Field PE 1-h-7h 7h 4-2-74 D. C. Thompson .tnd rust. PE AA

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-h3b 1.-7-7 h B. J. Stockton Torizontal B6 x 8.5 s not fabricated in accordance Field PE 1-8-74 1-10-7h 1-2h-7h F. A. Kapla v/ INRYCo Dwgs. E-3. E-h. E-7. & E-8. PE AA l-5~7b -

-Q 1 -1 5-71 M. P. Hendrick I/8" E-6010 Weld Rod SN 5h023-0 & 5h283-0 received rield PE 1-17-7h 3-25-7 43-28-7L d 5-6-7h M. P. Hendrick at .iobsite with twelve (12) broken containers. PE AA ,t.90 7h h 90-7 4-1-7h

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%cs L o G <m2cT 7 son Tne nhnet 7.

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. /c2_lDe3 f-M 381 ' 7h J. T. Stocks PR's disoosition of NCR 0-18 anthnriend unn of P1-A Fi nl d

' . A. Kapla 2-21-7 on column lugs. Field us; -A-Th. RevorY

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2-21-71

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, i. .d t - f t, vf gj 11 - NONCONFORMANCE-REPORT LOG & STATUS BOOK '

REPORT AS OF PAGE COMPL // ' b

• 7s '

PROJECT ..'O. 7220 Q.C. ENG. SIGN. r.e4 8 *Nbb

._ b_$fj- PREPARED BY SOURCE E

NONCONFORMANCE STATUS Cdaig CLOSED BY DESCRIPTION / REMARKS DISPOSIT. ROUTE XMTD REPLY RETD

-!O-24-7~ M. Parker Hendrick Radiogranhic Renorts 10-16-73. 10-18-7'4.' 10-19-74. i W-1

~ ~ ~

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Field 1 1-6-73 M. Parker Hendrick '& 10-2h-73. No record of ASFf-TC-1A for Case & All strom Field NA .NA NL IU The bninren no thin nhant in not being uned. see page 7.

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.. r NONCONFORMANCE-REPORT LOG & STATUS BOOK .,9, neront oave -

/ ,

E .'zS il$.Nicn

v. PROJECT NO._ 7220 <

• ' STATUS

'O RIG. NONCONFORMANCE .

,,R NO. DATE PREPARED BY DESCRIPTION / REMARKS .. 1. oxy, s.o,y, e. oxy, no.

noure wTo 3 RETo ctosco ecosso sv I

i iformance Reports written ur der G-1 Rev. Oh were designated by inttav (donnting Civil, Mechanica' and Welding) i fonco knd b;r number. Nonconformance Rc ports written under G-3 Rev. 05 will be designated by consecu,1ve nunbers orly.

C-210. 1 1/2" & 1/ha ennnento nc ~nentn nnn+nm-Not I L. R. Albert L5 # 1 -1 8-71 G. w. Knoll viela 1PP11 a

$22-7h2-21-7h

- c l ,

inatedwithrock'salton1-15-7E&I-16-74  !

Not N# 1-21-71. L. R. Albert C-39. Rebar Ht 479Th47 fniled a 77.<00 PRT lic.1-24-7h 2- 2-7-7h L. R. Albert i during tensile test of qualifying splice X-7-V. ;5-7h Not -

0-50A. Discrepanov between mill ntnmpnd nna nhn MR Applio 1'-30-71 , L. R. J1bert  ;

h7 1-21-71 C. F. Clark stamped slab numbers, plate S2-6-U-2 upper plat 31-21-7 4 able i 2-26-7h l

8 1-21-71 C. F. Olnk C-111. Leak chase chnnnel. Rh-2-U 1 A R3 1 L1 : '1p ic- 1-23-7h repair procedure not followed. able 3'1b'7b l

' 2-25-7h A. L. Boulden h9 1-21-71 C. F. Clark C-111. Weld Ran between Penetratinn L 19 T. nna 'ip ic- i-23-7h ,

assembly S1-3-U-2 not within specs. able 2-5-7h f- ~ ~

50 1-21-71 P. T. Carpenter 0-208. Frequency of testing nggrngnto fnv nnn- Field lic. 1'-24-71g

, rse dkb 1CR crete not conplied with per USTCo QA Manual. 1-21-74 able <n %w 1

,. 2-21-7h 7 Not I SuperSleded by 31 1-22-71 P. T. Carpenter 3-210. Placementn ec(489.9<hn A($78 A7)n%, yield gppy ie, ypIpgp

C(582.0)a, A(573)a, i CC(585)a, air test data. 1-22-74 ,37, 2-7-7h NCR51hev1J.Tice .

3-230. Placement A(47hin. 3cy ennnvntn pl.pnna 2-8-74 [ 2-27-7h L. R. Albert

@2 1-23-7l P. T. Carpenter lic 2-27-7h alth air too high. able C-208. Frequency of tenting a0Erngnto fnv nnn- Field 2-22-71ii12-9-7h 1.-9-7h L. R. Albert 50 1-2h-71 P. T. Carpenter crote not complied with per USTCo QA Manual. 1-24-7 4 R v.1'

' C-230- i t" i n e nm i n g n gera cn + a o"* " f ""n a n t i nn - Field lio 2-h-7h 2-6-7h P. T. Carpenter

$3 1-29-71. G. W. Knoll 1-29-7 4 able

^ Not niLAC E'D by 1 CR 5 av 1 111- Mn vivocedura in C-11' 2 for removal IL.R. Albert

$h 1-303 of rejected Cadwelds from Th,-..ened Tdner Plate ,able MOdb I si.PAGEg i

oc.os. ;

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2 -

~NONCONFORMANCE-REPORT LOG & STATUS BOOK .y ,7 j .z 4,q e. . .

REPORT D ATE '

PAGE COMPL

~*" ' " "

s. PROJECT NO. 7220

O R IG.

NC] NO. DATE NONCONFORMANCE STATUS PREPARED BY DESCRIPTION / REMARKS s. 7.o4TE s.oaTE *.onTE '*-

ROUTg XMTD .RETO CLOSED CLOSED BY 55 2-h-7h L. Shively 0-210. Placine _of out-of-snec material in relati og Not3-7-74  !

to moisture content of soils.

g, 56  ?-h-7h R. A. Moray 0-19. Rebar received with end cut creater than Fieli

- [8-74 2-8-7h Ap lic L. R. Albert 1/8" from square. Parts 13,14,15, & 16. 2-5-7L able 54 2-4-74 L. R. Albert C-111. No procedure in C-111 nov.9 rov vnnnvn1 0 RW 1 of pp yic_ 2-13-74 3-26-7l L. R'. Albert rejected Cadwelds from Thickened Liner Plate. 2*"27-N able 57 2-7-74 R. J. Voleslagle c-19. Rion-ation tent or nobnv ut 475P689 rnilna Field

.nitial and two subsequent tests.

Ap lic 2 11-74 L~ R' Albert 2-7-7L able 7 11_P .

V ' ~

58 2-13-7h A. L. Boulden Field Not I C 111. IFP Yn-17tev. n annn nnt annnmnnnn AOM cnde Applic2- 8-7h 2-28-7L A.L. Boulden P roposed Section III referenced in C-111 Rev. 2 9-11-7hable .

59.

? 7h L. R. Albert 0-111. No prnnnanm enn vomnvn1 ne "n" novian Field 3~ *

• r leeves from thickened liner plate in C-111Rev.2 2-13-7h p lic abin 2-22-74 50  ?-1h-74 s. s. Grant 0-60A. Sumn liner plate fabriented incorrectiv. Field 2-18-7L2t18-7h 2-15-7 Jnfo.

51 2-1h-7h G. W. Knoll 0-270. Pinn of net tent for comnnt nnt in nnnenr Not 2-19-7h 2-27-7h L. R. Albert 11 mance with ASTM C-150 & Spec. C-230.

((J ' 2:27-7h

( -910. u nnia namivturnn env nnnnento n1nnna +n Not 52 '  ?-1h-74 u. W. Knoll g_qg_7g

^ 2-27-7h L. R. Albert date in violation of Spec. C-230 (contain Chlorik$ , 2'27-7h

? 2-1h-7 A._ L. Boulden Not 5-7h n 111- P1n+n R1-3 TT 9 m nv- An9' hona pan +av Field Applic-than " measured w/ 2h" straight edge. 2-1h-71L able il 2-8-74 P. T. Carpenter C-210. Placements CC(G82.2Gla A(478.67 hah. 0 '

tw. 1 i '

i~ 2-18-7h 3-29-7h P. T. Carpenter CC(j8o,)h,A(5p)a.Ai3

. test data. 3;28-71.

4- 2-18-7 R. A. Moray PT R-1.2. Liould renetrant M1 s veceived v/o M.S. Not f 2-27-74 Moray matl' certification. 2-18-7hApplio- 2-g7-7h B

__ [ '~ _ [___ __ _s.PAGE i f; L _ _ e C 9 s- _.

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1. - NONCONFORMANCE-REPORT LOG & STATUS BOOK . , f .; , g u ,. . ., .

REPORT D ATE

• PAGC COMPI.

Q .C. ENG SIGN

s. PROJECT NO. 7220

• ~ ** **

O RIG. NONCONFORMANCE STATUS NCR NO. DATE PREPARED BY DESCRIPTION / REMARKS s. e.o,yc s.o,,, no.

2.o,1 ROUTg X M T C' RETD CLOSED CLOsCD BY

~

65 * :!-18-7h A. L. Boulden 0-111. T,iner Plate penetration hnien min-Ir7- 2 1.A -

2  ;

able '3- b'7b g 66 2-21-7h S. Grant C-52. Secondary shield wall. thickened liner 3-!18-71 L. R. Albert pplic 2-25-7L plate, bow in piece #G1A. able l 3-18-7L 67 2-22-71 C. F.. Clark C-111. Penetration inntalled la from ponitinn Ap lic 2-28-71 3-27-7h A. L. Boulden chown on drawing, able 3-#7-71 68 . 3-62. Secondary shield vn11 thickened linnv pinne Field Not / '

2-22-7L B. J. Stockton Applic 2-25-7L L. R. Albert-fabricated incorrectly.

2-22 "hable 5 3-lb-7b Not 69 ,. 2-22-71 C. F.. Clark C-CO A _T.iner plates for UDit 42 have the edge of Applic

)

74 Sdpercededby L. R. Albert plate located incorrectly. NOR 69:Rev. 1 able M* S Not 70 3-h R. A. Moray 0-42. G-321TL Block 16 not filled-in envrectly. 3 g_h App 13 3,18-71. L. R. Albert

? arts numbered A3-A, B3-A, & 03-A. able i 3-10-7b Not 3-7-74 71 3-5-74 C. F. Clark n 111 Butt welds of leak chase channels. C-111 A 3-4.9-7b 9, 10, 16, & 40. Full penetration velds & notch aspplic able -

S. Graham. C-11. Anchor Boltn FC 102G Tynd TT heat number .S.

72 3-6-74 .

painted incorrectly. .

Not 3-7-7h 73 3-6-7h W. O. Howe C-2. Fillet velas 11nted on fom have lenkn beh Lnd Appu 3,28-7114-1-7h L. R. ilbert lube tube, cable Jeld rod recieved with no chemical analysis M. S. . Not g 7h 3-11-7 4 R. Moray ** * ,* , Applic-

- 1/d" Sandvik ER 309 Weld Rod Heat No. y>>060 able i Weld rod ~recieved with no chemical analysis M. S . . Not R.. Moray Applic-

75. 3-11-71 able 3/32*:':KayE303"Old-RodHeatHe. 302171 M

a 1'11_ Non-nneli fied weldo idine channel Field Not 3f18-71. L. Boulden 76 3-11 l C. F. Clark - ~

support.

3-1k-71 Ag io 3 1g_7h j .

5 I~'

i NONCONFORMANCE-REPORT LOG & STATUS BOOK y , , .7 , ./ .7 .

3 REPortT o ATE PACE COMPL

~ ' ' " " ' " *

s. PROJECT NO. 7220 .

' ORIG. NONCONFORMANCE NCR NO. DATE PREPARED BY . i STATUS DESCRIPTION / REMARKS e. 7.o4Tc t o4Tc 8 o4Tc '*-

ROUTg XMTO I ft ET D CLO*EO CLOSED BY 77 3-18-7h L. R. Albert c-208. Robar user's tests nerformed to ASTM A-615 Not 3-19-74 {-22-71 3-22-74 68, not ASTM A-615-72, specifically bend testa L.R. N M bab 78 3-19-7L R. A. Moray r 66. Po 7990-r-6739 Parts 13 1h. & 15 ao not ?ield No p-3-7h conform to ASTM A-36-70a, but ASTM A-572 cr. 50 3-20-74 j .

79, 3-20-7L L. R. Albert 3-42. C-321-D not proporly niemaa for pinto P9 A No

[j-5 ed

/ 4RR AEO-78.

(heh E _77 80 3-20-7h Field Not 3-25-71 C. F. Clerk- 1-50A_Platn Anny C-111-18 hulgn in nhnp unla- 3-20-7aApplic h-26-7h A.L. B ulden I

able 81 J-22-7h R. Anderson IOCM. Muclenv clnnn piping fnbrientoa prinv tn 2 eccipt of ASMS Code Classification List.

g g pg able 5-1-7h '

82' 3-27-7h L. Shively 0-211. Duct Bnnk ntrinned 10-12 hourn after nin..Not h-1-7h

~

ocment. Ambient Temp Aot within 10 of Conc. Te[.plic

~

74 4-30-71 L. R. Albert 69 2-22-7h C. F. Clark 0-50A. Liner nlates for Unit #2 have the edge oP ~ ~

Rsv. 1  ? late located incorrectly, Anp ic 7h ible l 'l 83 3-28-7h H. D. Foster, F-104AC. Documentation released by Rnginenving Not Apj 71 licable not catisfactory, not ledgible. g h_S i -

84' h-5-7h R. Grote n 939- mnnuntntinn nnt vnnnivna with c-391-D M.S. No J-10-7h h-10-7L R.A. Moray .

form for waterstop material 'on AEO-105 4-5-74 , ,, _,

'I 4-3-t4 85 h-5-7h A. Amani C-60A. Floor nlate back-un strins has undersire No 4-;8-74 4-8-7h L. R. Albert flange thickness. ,, ,

t c-110. Ansnmbly Y W'f& w 'f-/4-7f ' nut nf Field t 86 4-11-7h H. D. Foster flMprima coating npplied No 4-11-7h H. D. Foster Spec. 4-11-7h '

h-18-7h 87 4-18-7 M. Madden E-h2. Duct Bnnv Pannunyn nha +na 9 mon 9- a+ No. 4-18-7h h-3-74 5=8=74 i i u. W. Thompson i

ps;irr , .

I  ::.PAGE 1 o C-o s-s ,

e 9 *a NONCONFORMANCE-REPORT LOG & STATUS BOOK

... R;PO RT o ATc '

PACc COMPL Q .C. e NG. SIG N

. PROJW, tv "). 7220 f

• ORIG. NONCONFORMANCE STATUS ICR NO. DATE PREPARED BY - DESCRIPTION / REMARKS l

' e. 7.oxyc e.oare

• omve **-

Rourc xuTo acro cLoseo . cLosco av 88 4-17-7h J. C. Church 0-208. Raymond International borines in reference No. 5-3-74 to NCRs C-26 & 55 have 5% railures on a Dikes.

89 . 1-2h-7h 4 P. T. Carpenter C-230. Pour CC(491.4)a. Unit //2 base slab.1 int No b-l~7b j o f tickets and yards placed of out of spec matl. ,

90 !4-25-74 G. W. Knon -

C-230.PourAl478.67)e. 9 yards out of npen conc . h-26-7h placed. ,

91' 4-30-7h C. F. Clark 0-50A. bnntvntinn n 93 T, nut nf' span por c 111 No. 5-1-74 92 .C-8-74 J. F. Gibson C-111. Liner Plate MK F 12-L. Velding not within Spec,. P1-Ac-Lh. ,

t i

0

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h I >  ;

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3' 1 OF 1 g W **PAGE .

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=

. 9 g, REPORT SKETCH Yes [} r.*O DA E y't

, [). . Iy . NONCONFORMANCE ATTACHED 3,

DATE l,12 20 l,73

%J PROJECT NO. 72'20 nov.

s. ITEu t:Aut c y,,

1,W7 u toCATsoN AnEnluLuc. s. owote..a r No.

allery Trnmolato Asse-hlips 3sse Slab R/B #1 & #2 101822 DOCUMEftT NUMBEtTEgTLE. ~

7. lf'SPECTICN CHIT ERI A owG Ill SPEC O OTHER O iEXPLAIN) Vendor Dwg. 7220-C2-8-5 9. P.O. N o.

ADCnESS ENCnG. O cosSTR.O oTHEn Q (EXPLAINI 7??n-r ?

Inland.fprt 2n fcos t . Prnci - ro. chicagn. T11innic Nc,NCoNFOHMAf4CE laiSCREPANCt CESCHIPTION: ASME YES O

10. 11.

NO E No. (LIST SERIAL NUMBERS WHERE APPLICABLEI

1. Plugs in the grp. Lase vents- for the trurolate assemblies in Unit I do not exist.

2. Vendors dwg. 7220-C2-8-5 calls for coating of the trumoets on the inside and cutside with M0-0X-10-500 or equal. The trumcets in Unit 2 have only the ._

interior _ coated. The trumpets in Unit I have little or no coatino remaining.

3. Trumplate assembly baseolates in Unit 1 are rusty on their permanently ev.:osed 1 side.  ;

. l I

, n .41 . /:

eIj\t 1 mrn %. ' ' 't X 6 % i. L ! 9 / W G / </ 7+'

Date Date COACUHatiNCE:

/Ah4-

12. idCH Fr4&Atik.D BY:

Wl "** & ll5h4- 0M"%*

REWORK O REF.CT O ROUTE TO f RO.*ECT SENGRG

_ -s #(/

13. FIF.LO OLSPOSITION:

ROUTE TO f 1AT*L St/ V. O E NOTIFY AUTHORIZZO IND. O

~

-.s 1

Plu9s have been ordered and will be installed when received.

2. Request that the dwas. be chanced to only coat th_e' inside of the trumpets.

Request coproval of Viscosity 1601 rust preventative as an eaual to N0-0X-1D-500, to be applied to the inside of the trumpets by field forces af ter cleaning of the tubes with the Hvdro-Laser.

3. Baseplates will be cleaned to insure full bearing between the baseplate and post tensioning equipmant just prior to commencing of the post tensionir.g operation, and to provide adequate seal surface for crease caos.

(1:M u.? Gl! 6 ;" r.x tM.- M%{4. / -HW D re i

APPROVAL OF Fli LO C. TSP54 LON:

k- 14. FIELD DISPOSITION BY:

Date pre  % , 2 ;.-/'l h i ) . ,. i h~.

/ha<a- - thh+ Co.vCw.z i=E P

/

u t-AUTh t":D __, .

15. ENGRG DISPOSITION: O em O mum mO ea f*O [R USE AS IS O SFE r.ELO'.'l E2C Engineering Concurs with Field's proposal on the following items:

1) Install new plug on grease vents.

2)' Dwg. 7220-C2-8 will--be- revised to. cal 1 for . coating of_ the_ trumpets m the insi face only. Your request to use viscosity 1601 rust preventative in lieu of NO-OX-ID-500 is approved.

.., / // /

3) Me approue Iten 3 of paragranh 13 of this MCR. ,, y ' 4/ t } :.-

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DISPOSITION ** ,g As,TH. Inst

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' ' ' ' ' ' '  ! '"""~

NONCONFORMANCE REPORT

. _ _ _ _ . . . . . _ . . . . _ _ __ - ..----..------,.-...--m or .. _2 . l"'"'IO!!r.v.1 onawnm.ra ni no. v.enoscci no. ]mi n._ q

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2 7220_ 3' E " u(:2, p ) {, "- - "* ' ' 7., / ]----

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" --l-( ' 3 vf ioairo av 3m[ /

incu c scuori on .. ir cu i.o ca t ion f - 8 oave --

$s_ ting _Pr.couen :y U. S. Tes_t_ing_ Laboratory '_ 'jX.j  !/- 2N@ uf;</ $ ./

, scw.as avan.ca s.svanvue systra no. p. . ecreaccus.wv rany L j acv. e er. g g N/A N/.A I

N/A I N.say' 4' * ---f-v , s p ~~,, .. >* ~.

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2. = o usi~ c ~ u n uevio nsi g uouve o rici.o u.uincenino a nouvr io m cn.ai.surenvison

o. ~2ns euronuina conoivion, I

~

F;ti_1,ure to co.mply with the frq_quqne" ;ge.quirement for nradation_analy_ sis ofJrte.pping ec.npreic_acc._.ic be used by Chnzpion. Inc. in the uroduction of concrete for Job 7220. U. S. Testinc_ Laboratory O.JL._ Manual states sueh tast-in_g vill be made on_ cycry_ incoming 120 tons. _

This_ van not dono during_the period 12-3-73 thru 1-16-7h1 a minimum of 20 tent; era indicated on the coarse agg. received and only 7 vere made.

/rs.,1- . & fis.t,. u n ai. ricto o scosi ion aesus.rs.

2.

y rgci.o o.scosition erici.o accomucuoavioniaourc vo enosccv cucinccuinc The fol_lowint corrective action has been taken:

LI U._E._ Tent.ing_hb_g_r,'. tory Chief was notified of the dincrep3ncy.

l2.I i'e was _ informed that even though final acceptance of concrete agrlregate is' based on h test results of samples obtained from the belts loading the plant bins, He is still e::-

l pected to fully comply with the requirements of his Q.A. Program that states (Con't shn.2)

22. GN11.M c k MihG oisco s.T iOM 43. cNGINCcRING oisPosivioN Resubise l

Rpar 7"0-L. 203 Soct._7,,.3.1 m "i res "p l i n g "n e n r.greg' e a Arape .

l l f rn- rho hine nr un i_31 __. hon n e rs" nnd rho :: n re.n l o c nrn < t b j e c e r. . ; en n prndnrinn nn nl yci e -

there fo re . the requirements of C-208 will s';ill be T et..ustpc the nroposed field l corrective actions. Engineering recommends to "use as is" the material in question.

[ R'E Y-f' } Y h k ~ 5 -0 A oc.e3 cennn enance acouinco g ,o as. nceccico mayc,nai oisposition O - vvaa a == ~ *a o..... p/ , pl. . er/

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3 ' g AGa. 9 8 9. fee le it's NONCONFORMANCE REPORT or 2. . ._ 73

--.. . .. .x_.- - - - - -

- _ . . . . . . _ _ . ...w _ ,. - . - - - -

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Code I.n. land. Ryerson / Chicago,Ill. i c___--

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J4. KCu t sNC 4N .fl4 UCT 80N $s QRouTc To riCs.o cNGiPICCRING ' O aou's To u^Traia'surca' 3oa -

JC. S3Cf4CCNFof4MeNG CoNolT8oNs

_Vnit #1 Pillet volan nt lo. cations. lia.ted_bclow have_2ee.ke__(incomple.tcy.ol.d. seals)_behind_ lube._ tub.o r VL_y13,_.ylh. vi8. v28,_v35, vho_,_vh7.,__y31a_v_51_.y50m v& .v6A,_v g ,_y79,_y90, v g _vloo,_v1.02_and_yl.,9k.

r Tille.t_We16._at_lo_ Cation _J87_isJncomplate_gt_yight regr_y_qrM. cal on trumplate_gs vievosi from center of containmn.nt_i_

Unit #2 F.illet vel as at loca.ti. o. .n. s_ l.i._s_t.e.d__b..elow___h. av.e l.e.a.k. _s.__.(in_ coa _n_ic. t. e.w. eld _s_ea.l. _s. )._b_e_ hi_n_ d.. _l..u. .b.e h

v> V12, V18, V27, V33, yh2, yh6, Vh9, v!C, v53, V5h, v6h, v69, v73, v7h, v8h, v98, V107sna v108.

ca. O ric'o o'drosmon Urici.o nicouacNo.moniaourc To raceccr unc.accamo asi rici.o oisiosirmN acsus.vs'

_As_.qtated_in_the._"Reaagn_Dr_ Change" on SCI!_No. 0-2-hool, the form plate & seal veld are_fo_r_

_concrcic_.formn only_.___Most__of_thq_granso_y.cnt couplipga vore either_phygigally touching the tear _inr p. late, thgrebuak_ing_no coal veld necessary, or far enough_avay from the bearing pinte to allow a weld bead to be run between the coupling & the plate. on the above named .

ne-~,hlinn. thn connliner van oniv n fraction of an inch ovav from the bearinc plate qnkine

• * ' " ' ' * " " ' ' ' ' '" 5 """

continued on page 2

. cNon.ceniNo oisrosmoN

__En_gineerinn concurs with field recommendation to leave the assephlinn ne rhny nrn- Tha sss c hlie.s_v.cre_donienna en ha unna ne n enneernreinn form _during-concrete pour-ing-of r e ctor buildinn base slab.

@ M 7/."M' l S/ kI h/.1 '

l-u.es eczaoM cNANcc ncousaco gno 26. aceccreo u^veni^t. oisrosmoN O a w a- va = *~ = = 27; oc Acccrra,Nes j . f, .

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or 1 79

- es,muusma n,m s . . a.as- - -- -- - - - - - -- -

3 oATC 2f.. DIh8'OSS f SON CO N Curtaa L NCE __.-

wt - . . . . .

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B c j new.

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. a s. n u u ..t .. . Liner _ Plate s. sr A.n ve sTsTcm uo. .y ,i ri. ACcuCnT , ant P2A ~ N N/A

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_7220-0-52-AC_ _ t 3. At.M C Q YEs 17. sOuil CC ,

'M eTR AC10.afLOC ATIoM CoOC . _ _ _ _ , , , _

Dino Supplier .,. _ . _ ,, _ _ _ _ ,,, _

.J..T.,Ryerson &., Son,Inc ,_Southfield,,Mich. .

.1 c a M HOUTC TO M AT EHI A L.suPCnVison

i. euT.~c .ust auctions' O pouTc To raC4.o ENGINEcH3NG . - .

.34s

p. nt% Con. onusno ConoiTion:

Suppli.er._.pr}try. instrue.tigng_(D) on fom G--G315/A -t//&/ etD attached to technical speci Contrary to the above, line 7 was not sicned by a suppliers ntate in part " Sign Statement of Confomance on line 7".

Nonconformance noted during receiving inspection.

retrocontative for thickened liner plate P2A received in on MRR AM-78.

Opc tarr aunlied. .

11. FIELo otsPoseTioN RCsOLTsr O. y raCLo osseOs TeoH OreCLo pCCoMMCNo ATsoNfHOUTC TO PROJCCT CNG.NcCRING 4

__2; tope.r _do_cumenta. tion _rac.eiy.ed _

Taterials supervisor to obtnin required document si nature 6 from the supplier. Work may

• 3-26-7h. / Aq. t

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'nmeand on thin iton un to inntallation. nondintP~ receint of n'oner'documentati_on.

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CONSUHIRS TOWER CCMPAIN 7 2' 0- C-5 2

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l n in n .PURCitASE OF TUTCKENED LTm2 PLATE ' ,

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• NONCONEORMANCE REPORT

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S1-6-U2 NA / NA ( I ' . . . . ,, .. . ,, ..

c. eum.easc oui >cu wo. no.oc recto insercrion ri.au no. is. ni.etaccucur ccusas. no. g 4/ o-23 ~

7220-C-50 C-111-18 NA

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Southern Boiler & Tank Works, Memphis, Tenn. s,c ' 00 . 6 Construction i 8 8. C? outing er.sTHUCTsoNss Q RouTC To FicLo CNGINCcRIP.C . O nou's To =^Tsai^' 5ur'avi5o ,

.:. un co~. ouni s co-o.r.on, During inspection of plate Sl-6-U2 of inspection plan C-lll-18, a bulge was observed in the shoh weld between the two plates making up the assembly S1-6-U2. Further examination revealed a tear in the plate approximately 1 inch from the shop weld 42 inches from the right edje (standing at bottom of assembly looking toward inner face).

a ). f;1ricto oiscosiTion Oricto nccomucuoarionssourc va estosccv cucinccninc  : .,ricto ciscosition pesutTs.

Remove the non-conforming arca and replace with conforming, material in _

f .. / /j?.~ # ;c'r-2-[ <.'-c4,d' accordance with Specifications 7220-C-ll1. Work may proceed to completion. , .I.dr F6,M 7. .'i </ ./ u// ef# e ek 0 2,,' P A , 4 n-n M,. :.a!. n .e < . d f

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i nnN. o. run n <. No. . aie r.,u e s s o up . ..n r.s w .s1s" N **n n o 2 n'*

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lN;t Applicable - Not Applicable .Not Applicablej l ##E 'V.

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Bot Applicable ,'y c ," gw D. fd3UT4M D ONSTRUCTIONSs Ccnstructio { _ _ _

Q HOUTC TO FICLD ENGINrI*HING Q 540UTE TO M ATERI AL SUPERVISOR ,

>; N1NCT,NF O HM ANG COPORTIONt l - '

The_ duct banka_placed under.Eield_ Inspection Plan C-231-160._werc_ partially ntripaci.. ten.(10) _tn twalve (12) hours after placement. Sp_qcitt_ cation C-2310 Rev. (_. Paragraph 13 2.h_.stateo__id_part_that.tho.m.bir nt l temnerature_;:ho3tld not excqcd 10 above or belnw__the._temperaturn of the_concretn J ontrnrE +n +ha nhove,_ the cone _re_te temperature has been 65 whilethe_ambienttemp.crature_hasrancedfromamininumjr48.to_a.carinom l of 78 within the enclosure. ' -

l Three tacs arnlied. .

2 9. FIELD DISPOSITtO N R E*eULT*;

O FIELD DIsro$sTION , FIELD REC,OMMCND ATION/ ROUTE TO PROJECT ENGINEERlNG l' The actual concrete temperature determines the effectf.vencnn nf_prnroccion; nne che l smbient temperature around the concrete. 65* cone.rcte temperneurn l i n e n,1 in nl o,+ 10 l is. ideal for curing . Field recommends to "ur.e as is". - 4 /r a l

962e/ Atc ' '

+

' ENGtN E E R BNG DISPOSITION 23. NGINEERING DISPOSSI BON RESULTSs fheintentofSect. 13.2.4 of C-231 is to require maintencnce of a temp. within i 100 of the r

Nnp of the concrete when placed to minimize thermal shock on the fresh concrete. Data in b1 ick .

L9 as well as telecon to R. Ryden on 4-4-74 indicates that the temp range exceeded the intent f f C-231, alth6 ugh no freezing temp was noted. Therefore this is a non-conformance to C-231., id nust beprevented on future pours. Not-withstanding the above, Engineering recommends "usc-as- i s" .[/ f 4 /

d Ln-as-much as cracks caused by any thermal shock will not adversely affect this duct bank con : re t e . . . .' . *? t'. , V '

NO

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7220-F-7200 _Rev._1 cd32:2_Rqv_,_1 . _. N/A 7"" * ' """ " ' "8~ " "

C. Co N TD AC T o R/ loc AT 8o N 35.AsME Q VCS 5 7. Sou R C E s esCTem ea,e CoDC

_]L1a Company,,,Chicaco u Illinoic iT c u CI no Ala, Company,,_ _ ,,,,_ ,,___ _,

0 4. H3UTB,4G int.T R UCT6cNSs $ ROUTC To M ATEHBAl SUPCHVisoH Q 84ouTC To r8CLD CNGINCCll8NG ,

8 9. N3NCoNf'oHMONG CoNDIT8oNs Contrary to Specification 7220-0-232 Rev.1 requires documentation in accordance form G-321 I).

this, material received on MRR No. A m-105 did not have this documentation.

I I

22. O reci.D oiscosiTioN grics.o neComNcNoarioNinouTE To enoscCr cNGiNcen NG 21. rica.D OtScostTION RcSUL.75:

Approval given to install up to point of embedment in concrete. Material supervisor will Jo e pation_ rac_e_ived, .

nbtain proper documentation. T)'c\G 6 9/h,#, C[.r,'/5$ / f2[ .<///8/JN

/TA .6 ... 2 0.Y,:, fi. .-? , ,:0'Y' R.i !.N/ .i/.</ W

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$ 5 ** ($ { jT.h as.f : nb * $ . s**.f.I A Y-9 ~}'h GC SMa'EC70/1 WPa.0Eb pect//mG/figst f;cciyri).'7hig Jf('/? R.,j ir prfew p g.1/41. h/hy)k

22. ENMSNCCHING Di$POSITBoM 2 . ENG4NCERING DISPOSITION RESUL.75:

! l

. d' A e #1 m A f4. 83 DC5tGN CN ANGC REQUIRED ONo O v cs. s,r: 4rre.C Neo.

2*"' "^"'^*""5"' "

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SPE C. - REV. ADO.

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NONCONFORMANCE REPORT I.

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7% el8M*0 8 TION 8 0 48 88 8 8 DHi1W NJ/P AMT NM. . K CV. 7.riiOJ[Cr No. 3 2. ) i' e*us T i ,)nY 8

il A 8.7 ,' *#-

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ebi.acemens r>nr no[*\l nFh. PA r. M. .< 4/k/"14.

6...:. .,Cffs.-*  :

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N/A U/A T/A ,, , ,

runcuate onoca no. '. ..oc rics.o susrection ri.au no. ... ncri.accucur sen aduo. < -; 7'd.8 V

7220,-0-50.A., n/A _ N/A ),,, ,,,",,',,",,,',",,",,,",',','",[.-

c ~ =cio . c.1.o i i . .s . ovs n.sounce ,,,,

CODE Reactor #2 Base Slab eveu Ot no Southern Boiler -

. CO u fin 3 .N sT a uCr eon ss - Q nouTE To FiELo ENGiNCcialNG O nouve to marensai.surcnvison e D. nHNCCHFonMiNG CoNo:TeoN.

M4 X 13 member back up striping for welding of floor liner platna has un,dersize flanco thickness.

AISC Manualrequiresthicknesstobe.371with.010undersizeallowable/flangemeasurementsequaI.3h6to.350.

o- O r:2'o oiscosition picLo necomacusarioninourc To encercr cucinscnino an. r{ci.o oiscosition aesuLvs.

t Use as is. Material is adeouate for purpose intended. ' Beam is embedded in concrete and in mernly designed for welding back up strips, not 'as structural members. [ ..,M[U/M, /p ia. anuncaninc oiscosition 23.c .cineenino ossrosmou assus.rsi Fnoinnering ennenen t.rfrh rho Field rnenmmendatinn en uno rhn M4v11 "nn-in."

The i

M4x13 is used as an anchor for weldinn the floor liner plate and is adequate with ',

I thd reduced flange thickness for the purpose intended. It appears that the section supplied by the vendor is a W4x13 (flance thickness of 0. 345") . /4[ <//// .

YY,f74 a

~

te.o eccita cuance acouinco p/'o u as. mmec M Amini. oismsme g 7 a ~~~ argynycy, g ,

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- m avvmonesto esseracroa save BelC[ R EV. Aoo.

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'i2TAraa e is iiT'"~ ~ ' v.. (. c. . .s i i. . e e . . "a "" m ' a a i.u a r. .u<... . u no ' ' j n.;'v. ,. ... , . . .r e r N o.

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J:..I/. h -- I.-lI.~ .'.

. ~ -

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.et-i--9-1 S" ; "_.1 8'y 7 o t.lpplicable. , s.not.

n e es.a Appl ..u u.icabin I

r - =J; i'~. ~., 22',7.'t.

] l.f.

.=,,

.ra,n..a:.c o.au u NO.

b,o.On.,cuu,NceefraNenNNO.

' c1* e'C-

.N r a=ussu NO. .

s.,

y

:r,7=.t.'.;; .;;:,7[- ' 1/ //

C- 1.10=%)*Rev._.1_ _ .9___Not

-/t. - 7Applicabla t' ,/, ,

,7220-FSC-16_. ___

Q?.i f8 AC .0 8e. LOC AT BON ll. ACfAc O vos iv.sowac' / _ .. . . ._ . . . . j

• COOC

, Par. ell Centings__ .__ _._

sica J ,m ,,,.. .,Sub-Contractor. .-,s. .._ ._, ..,. - - -~

p. nour No .NuiuuCriONS. g nouTc TO recto cNG NccNiNo O aoun to Marcas^t.surcav'soa -

'). ##H P.Cfice Ft1HF13NG CONDITaOte t j JSp.cc.ificat. ion _2220-C-110_Bpv. h. SCN 0-110-40.01 Prime _c.cating_carhozine 11. Sub,1cc.t_Specificatinn al l own_p-i'-a ,

i cent thi::1 na m of' 9 tn ), mil n 3 10%. An npplind +n nnhjent pinton; pnintmthinimenn is from 3_8 mf1n-te 7 ril_c.

1 .

lOnntagapplied.

28. FacLO Dsst 058 TION SECOULTSs C. $ FIELD OsSPOstTjoN OFIEL.D f?ECOMMENOAT80N/nOUTE TO PROJCCT CNGINEERING l  %

1 QC. t 7 .

~~

RE Bu$7~ c'_hgced/ >W A CZO/lc % co M .S4 4udVMTw' MeM N

.2mc ov.* av ,1. ma e.nn-4%i/ d .1 hCCosts.'ofr*t/Nd.

e'O J ,, n s c L /ra W l

iu i - > er r- </-N- 7V

\

l/ .

22. CNG8N CC R ENG 045POSITaON

23. CNGlNEER$NG Os3POf ITION HC$us.TS:

l l

l l

l24. 83 DE243N CH ANGE RCQutRE O "* **"'"^'""'^'- '5" 5 "

U"c'.'"."*'"""'"

O e j'/$ ^/c'G' 2 -

t/ 'J#/ *'O.!D'~

• /k/.?-N

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g; , , . . . , , , - ,,,,

spawsNs RcV. OCH ,

sect. nEv.- A D O. ___ -

OCm~

_ - __ MR111M _. _ - _ - _ _ _ _ _ _ : _;___________

i......

M .

p.. . . . .. .- .

.~ ..:...um- .

' - ~

L- NONCONFORMANCE REPORT *~#

[^[," ,' ,1 ,

"[ ."O' _'t - fy'

$cm.N .,' rani eik. -

-~

r N,TE U nhkCTWo. "'"" " " ~ " TanUTJWGoy ' ~ T Gt ic v.. uc.cose r.oh cONcount Ncc

'547 I4 1220 mC = e CrCc" "

}lLj,QL i W'/I~7'/_ = * '

~K '** " ' " ' ' " ~**"

Duct Bank- * " c" ' c^ n "

Turb. Bldg. l^Tcq [/ /!*,

. '3 v a' io^Tc0 av - -

h~acrete_

C GAL NUMOCR Encased Rnt ettavn EL_S9/66" Col. N & L - 10

9. 57AHTUP SYSTCM NO.

f. /_2C ]

I n .

NO.

?' finn'ak* -8% h g// h F

C fs NA I/' . HA nCl*CACEMENT ( PAH l' R C V.

l

• "V". == , Y*/ -

, , . . . . , , , , .. i..,ci -

DLICH AZE CROEM NO. 3 0. OC FIELO INSPCCTION PLAN NO. t 6. HCPLA CE'MCNT SCRIAL NO. ,

/}. g [. [,,[" , j#s f *'[ t 1531._(3_",Pyc Conduit) E-42-7 NA '""~ '

HTO ACTCR/ LOCATION lt.ASME Q VCS 17. 50 U R CC - # '/f" * "* * * * "' '"/ '"

,,,, ..v......e........ ....

A - .T E M 8 NO Con 3truction ~

6 UT BN3 ENGT RUCTBONS:

Q QROUTC TO FRELO ENGINECRING O aOurcTO=^TcAsa'SuPcav'50a

• iNONC$NF4RMING COND8780Ng Obstruction is located inside 3" PVC conduits of doct bank running east - west between

,1.

lines N & L and col. line 10 at Elevation 594'-6" of the Turbine Building Unit 2.

Length of raceways affected i b approximately 24 feet.

Raceways are identified as;__2BA002, 2BA003, 2EA011, 2EA012, 2EA001. -

I f l

l O rac' = O'5rosiv>ON SricLO ncCOMMc 40 ATiONiaOurc TO PaOecCT cNciNcca:No zi. ricLO OisPosiTiON r iTs>

1 i .

b*ve partially completed raceways to be abandoned. New raceways to be installed

'r e ntta'ched sketch. -'

l

- n'

, g N!NnIN22 RING Dl5 POSIT 80N i

Ls f%/n c/r-rf T T K M V.T @

23.EN( 698 3$ 1'"tiNi.0 6%I*CO fT Cl4 L *t l ** '

ti* 6' _

• 'b ll l 5 $ S / N b DAl$ 'k $' W Y*/Y / $h _ #

,,. VA,(0lWD.0/*f hbY 5 # '

/.n. mv .- a - &wnim . _Oe.w, ,c-c.n rev.:s- /anwAbep7Eg 4'MicnYid^ FbyigQije,. ,

7M~~s B b w le. -

na ^ 2 -

" ?* %4~-8;7)-

Mik 1

$ 0 ff. . win ./ .0.*2 W bsl 30 etsiEN CH ANGE REQUIREO 26. H EJECTt.D MATERI AL# DISPOSITION O as*vaava=u"6**a - 2 7. O C , CCCf*TA NCE ' , ..

{f.

LE YES, SEE ATTACHEDs Dsense e.1_ ?,Q r r.o ( **'7*:,.,

, , c , t_ - , S** *% , /~5 a s sean sas oc a.eesesse */

AWIN3 *4/** / R EV. O

==

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• _ e.gs avv.oneaane.s. scram ears

~

EC. . R EV. ADO. '

s "O* $

h me _

6 _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ __ - - - -

a h .8 m 0

• 18 p p 1,- g - . -

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) k.A .g aq -

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t O', J 2+2 A 4 ..

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z o >ti s. . . . -

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f ~ ." NONCONFORMANCE REPORT A /, , l e"^P / ss

=

p AWIMf gPART NO. 3REV. 7. PROJCCT NO. Y /

3 D AT 25. DISPOSITION COf4 CUR R ENC E We 92zo ITlM L%CGlPTION e zo% l2 92zo

5. STEM LOCATIO N 12.l(Ef0RTED{ f. 6('hC% i s m ' l ;~ - -- y ^ -

I DATE M / ~ ci. x L J //2' Q" L. ismo Diars [3.VAh'hto f n TED av&k7N f, W&O (. d !L,.2 '

5 4PaesH-i ;

'REV.

ct}*iese e se e.=t.ss %aJ.-k./73.,

BE 8 AR. NUMBER 9. ST ARTUP 5YSTEM NO. s t.g' EPL.ACEMENT P ART NO.

i.. pg I h se / k;,

pf. 4p f s

,., [ [ g / / . ; 7t"[..g'./([

I ,*/ Q, e /, k/

'U ,.CN A L E G R O E R NO.

?O. QC FIELD INSPECTION PLAN NO. (' /./C ls. REPL ACEMENT SERI AL NO. ,

biew.we;- 6 zio A 2 M 24 z E; si, sz, ss + s4 ~

g l. ASME 5 7. EOU R CC

& 7. .y-OMTWf CTCR/ LOC ATION Q YES p,,,

• /!> #0.' * * *4 3 $ 1 TEM NO $ Y

.Q*"W.5/? _ . ,

.OUTIN O $NSTRUCTION58 HOUTE TO F8 ELD ENGINEERING O aOUTE TO MATERi AL supervisor

, NONC.TNF# R MING CONDITION:

l Spec 7220-C-208. Table 9-1. Dage 14a sta.tes in part field densities. mnisturo enntont tost fronnancy -

bill' be one per every 500 cubic yards of fill. Actual test taken was one per every 2300 cubic vards. Ref: NCR #C-26 &

INCR#55 It was recommended by Project Engineering borings be taken to evaluate the in place density of affected areas.

- ( '

l Approx. 500 samples were taken in areas as designated by Project Engineering (work done under subcontract FSC-60.

lRaymond Internation) Out of all camples taken 5% are actually failures.

l

23. PIELO 081 POSITION RESULTS:

O E's o'sPos'T'oM Kr E'o aEcoMMENoarioNiaQuTE TO PaOJECT ENGINEERlNG lDisrecard failures as they are widley soread out and not far out of spec. A large percentac a of those failurne. a re al en jin the top one to two feet of dike and wouhl have to be reconditioned before pla9emen.t of er bankment anyway. We j recommend leaving dike as is with reconditioning of top lift as required. $(3;(/M//s5-7</

l f

1 WL'Id(MRTNW%

n. uNxiMEspiNG DisPosifiON

- 23.

Y.igh6 oentigt f Ts Bued upon evaluation'of data from the boring program initiated in response to NCR C-26 kbi ggy_.34g7A, 2/

s, Ennineerine recomnends 'the Plant Area fill be used-as-is. A summary of the results of the BECHTEL POWER CORP-JOB 7120 boring progrm is being completed and will be forwarded under scoarate cover. Earthwork may proceed on the plant drea F111./f.#8 O-M-N/

i M/-)-

st- s d -30 ' /4-

r.  ; <

n. " m um 3 nr:2N CN ANGE nEOuiREo gNO 2*.Rmumum mmm ma Q[,7, " " ~ "

0 O v Es.sEE ATvACMEo. .. .... .

' n E v.'

mAwiMa oCN ,,,,,,, ,,,,,,,,,,, ,,,

,, E C. -Ev. A n o. .

~

_l

~~ ~ ~

e C o m.2

,. m c pn.gm __.g.

p- .

l NONCONFORTAANCE REPORT ' 'cr

"^' ' ' 2 89

. . . - --m------ . . . _ _ _ . _ , , . . . . . , . . . - - - - - -

_.l

7. t*88oJcCT N9. 32.I o sa Co uY 23. onsrosof TON CGHcus4HL8e4 e.

a. Ensanw Nr.f rase r e O. i NcV.

"~ ~ E **~~ 2'E " ". " 3'"

ine_e. C-230 _ _ !3 7220 .

a u [ "d . [ g I ' ^'" 'DATCb-M 14-

5. e s 3 am oessN ert soM g. gT cM LoCATsO N No. 2 Reactor "f #^ /

'Qd,J'%"'f(IC[1i './U'/7

oncrata C-1 & C-2 Base mat; pour No. cc(591.5)a ( ....

......".u.=~..-.-

u <c:ai.Nousea ..sranruesysrc= No.

y ,4,,reaccucNr ,aar No, j ncv.

1 .... ,. - .. a . ....

!!L^_ uLA

... oc rici.o NseccrioN ri.4N No.

b..yA ni coaccucNr seniai. No.

o rUxcNa-c onoca No.

QA C-208-6_& C-231-86 _N/A

..ca~ = c1...n. c.1.oM ii.. sue o ves ,,. sou.cc _ _,, , _ _ ,,, ,,,,

CooC

h.impicn Inc., On Sice Batch Plant irc u XO No Subcontractor ~. - ..._ -

Ja. sapUTiNG NsTRUCTeoNS: @ RouTc To richo cNGINcCRING O "ou'c 'o =^'ca'a' 5urca v'So"

r. NuNeturoNusNa coNossioN, Nonconforming conc. rete was placed in acntainment No. 2 base mat. The breakdown is as_ foJ_ lows ?

Type Mix Truck Ticket No. Yds. Placed . Reason Rejected 0718 6 6.4 7. Air (Too liigh) C-1 0722; 6.4 7. Air (Too liigh) C-1

'31 0763 2 I 6.8 7. Air (Too liigh) C-1 _

0767 -

1 5 " Slump (Too Iligh) C-1 ai. rici.o ciscos.r oM ncsui.vs.

2.. o ricto oiscositioN gr.cLo necomucNoarioNinoure to rao,ccr cNG NccN.No Fer the__ctost pa_rt. the_nonconfoIming_ con.crctelinted_in_ Black _No.19 vns rested nnd reject.ed -

Thq_yardane placed is the result of discharging _e_nough_ concrete.to_._ohtpin_a_ representative crople.

Yardaga listed in Block No.'19 represents approximately 1% of the total volume placed.

Concrete mixes are desiened at rmim n slump nnd nir conenne. nnvi n ci nn.- nnena uf11 nne

25. CNGiNecRING ossrosITsoN MesuLTss

23. cNGINEcHING ossrositioN 1 2 * " ' c' c "^'c"'^' '5" 5 " """"'***' "' ac ^ ccc"'^"cc 1% 63 2Cc8CN CHANGc B4cQUIRc ONo Dse...

Oyes see avracNeo - ==. ..- ..

acV* oCN ,_ ,q, g,p_

[Eb A W N ?$

n ev. A o o. ,

tecc i n -. Q ^

nnity UM au.l sqei

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C p S m i i i f N m m u u i m i m u A A ja-A u u l " l A lu A l l l S S d M S S 4  % S 7 S

/

4 7 7 e -

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3 5 " 4 " 3 6 8 o -

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. k k_, c c c0 5 8 1 8 2 3 6 2 5 7 1 1 3 7 8 c u a _

- o7 4 4 2 5 6 6 6 o d f l 8 9 1 2 2 2 2 2 3 3 4 4 1 1 1 1 i e 0 ' B0 0 1 1 1 1 1 1 D r 'a

- (l hl l1llll(f t r,

gp" *. ~

"^*** '"'"**'

. NONCONFORMANCE REPORT ier 1 90

- a, _-

,~ --

' parc

n. oiseosition concouncacc

~mwenc.i ant no. inev. v. rwosccr No. s a. conicoav is gC-W,

i

-.T- '- ~ - -

Specification 7220-0-230 l 3 7220 __va . wuv hu'l -

ioar .

P'n- - " ' '- - ' m:-

. irc u o scni 1.o= .. ir cu i.ocation garco or Concrete PlacementA(578.67)e k ,'..caec. of u d yM Ej ncv. h "y........u..~.--.

N .

seu.a. uu cn .. s ra.it ur sisrc= uo.

/ . T.c =cn,,aor77 .

@ II/A i ll/A V I ,,,, ,,, ,,.... ,,..

_l runc.. :eonocano. ... oc reci.o inseccriou ri.an no. . .. neri. accu cur sca 46. no.  !

Subcontract 7220-C-230 0-231-196 Rev. 3 II/A -" " * " ' " * " ' " ' " " ""

e a r n a c t a nii.o c a tio n ...asuc O ve5 i'. sounce Champion, Inc. - On-Site Batch Plant .1 c = e no Subcontractor __

J. csurian insr u uction s, e nourc to rect.o enGincenino O nourc to marcnimi.surcavisoa .

. arnceuronuinG conoirion.

Two (2) cubic yards of concre.tn Mi r A-1. Tinkot 410h1. vith f'ivo ($) pmInan pov ynv4 unanmef gh+ s eccent was placed as Lean Backfill ITorth o f "D" Line Vall between Auxiliary Building and Contain ent Unit #1.

Plecement A(578.67)e.

/ - Too 55. ric'o oiscoseTion ac5ui T5e tr. O "ci o ossrositio'( Grac'o acco==cao^vioataourc to eaosect caciaccaiao Tho totM cQncItte in Pincccent_._A(tl78.67)e van 32 yards. The strength requirement of for- .

111x A-1 is 2.000 PSL__Eresent test data shows averane 28 day A-1 strenrths are 1789 PSI.

An undenreight of five (O nounds ner yard will not cause sufficient strength loss. Both

__ Champion. Inc. and U. S. Testine Co. have been instructed to inqure that each batch of i

concrate is within tolerances. Field recommends use as is. af8 R' b4 / 25 ~14 23. cNG NecR NG,oisPoser:ON Resui.rse ER. GNG NcCRlNG o 5PositioM

~ ~ ~ ~ ~ "

3C.83 0CZlEN CH ANGc RcQuiRco O no O e .. 9 " """"

. O yes, see avracuco. .. .... ......... ....

DRawsN3 n c V. DCN avenoesas, ease. .v.. ..v.

.Pc c t v. Aoo. ~ -

^ ' " - "

^" "'

9 __ _

$P' ,.

• '#^* " " * " "

• NONCONFORMANCE' REPORT e ,. 1 91 I AW8N sf/AR Y NO. 8REV. 7. PR OJ ECT N O. . 31. R EPORT ED BY 'DATE 23. DISPOSITaO N CONCU R R ENCC

• • '~

R-23-L IT EM CE2C'48PTION l 07220 S. BTEM LOC ATION jggo to 2100

@[ Odw - l4'30-?f Ep'P^ "'

' " " * " l " " " l " " "'

( '^'Y"W

~ .Jt > :t vb'. !- M

E rietratlon Ass'y. El. 635'-6" cont. #2 -

e.Te ECL8AL NUMBER 9. ST AR T UP S YSTEM NO. fI t[ PLACEMENT P R NO. R E V. ** eae e t r.no e m e.es.s a. .

\

NA NA NA l ...,o,..... - ....

SURCN AEE ORDER NO. 3 0. QC F8 ELD $NSPECTION PLAN NO. 16. R E' PLACEMENT SERI AL NO. a

~

1220-c-50 C-111-1h

" sou'cc NA "

• l"' ""7 " '"'" "

s NTa ACTopfLOC AT.

" Southern Boiler and " ^5== 0 ves .. .... .... .. ....

Pank Jorks_-_ Memphis, Tenn. .T E u O NO Vendor

. CO UTINS SNSTRUCTIONS Q ROUTE TO FIELD ENGINEERING Q ROUTE TO M ATERI AL SUPCRVISOR .

H ANCON FGRMSNG CONDITION:

th re are two small areas in the thickened liner plate of the above noted penetration assembly'th'at are not in confomance irith SpTeification 7220-0-111 Par. 8.2.2. i.e. The max. allowable deviation from the nomal curve'd surface is 17h".

Phsoareasdeviateby1/2"and3/8"respectively. The non-confomance was noted during field en'gineers inspection. '

~

One Ta.T Applied i

@FIELO RECOMMEND ATION/ ROUTE TO PROJECT ENGINEERING 23. F8 ELD OtSPOSITION RESULTSs Q FIELD DISPOSIT80H Pietid recommends:

" Repair" - Stiffen the plate at the defomed area by velding an angle to the ,

~

back side of the plate. The weld to be no more than 3/16" fillet 2" long every 6".

~

Stiffener to be approx. 2'-6".long.

D. N j d 4-=30-ye,;. .

4

.. ENEINEE RING OISPOSITION ,

13. ENGtNEERING DISPOSITION RLSULTSe 1

de

• . 9

?

• • ""** " * " ' " '5""'" U~""~~ ' ' " " " * " *

• b.13 CEf tGN CN ANGE R4;QUIRCO ONO o.c... -

t O T ES. SEE arr ACNEo. ..,,

avv. essau .r =,

PC C. V. ADO. .

_ w_ _ _ _ _ _ _ . . .

__% . ..gg...-__._._. __ - _ - _ . - -

n  %!.::. , a,7~ ~ n'-

g~ -

OOfil.lIY [!UOI[ l b I$

/ '

Jan. 30,1974 7

rrm.

i  :

\ ' - !AAS#10 Md.=,rr:w,..o 3="="- - - -

"jR .; . ...

g, ,. . . ,, . .. . r -

OA hianagement O . . .. . J. Lauric

.. dland ..

t- .3 r.3 ........... ,,....

Site Files B. Kinne - .

...u..-............................

L3acponse to ALAB- 106, page 4, par. 2. 3. 3 and 2. 3. ! (dated 5-25-73)

Er:m par. 2. 3. 3 ,

Insp;ction and examination of construction work completed, materials in stos age, and Leccasible portions of embedded materials will be performed in a timely manner so r.s Lo propcrly cvaluate'the condition of the work and materials before the performance of n:w construction work would prevent such evaluation.

A documented viuual inspectioh record for the stor.ed waterstop material was not available Sn the site ALAll-106 record package as required by par. 2. 3. 3 and 2. 3. 2 ci the Re s or.se 3c(^ %B-106. Some of this waterstop material was embedd'ed in the Unit 2 Tendon Ga_Jy Wall concrete pour identified on Inspection Plan C-23'l-6, 9-6-73'.

v 10a Perform a review to determine if an equivalent inspcetion record is available at the cite. Document the results of this review.

• ~ "

. . , a . . . .* .= r. .. - --~-

......w.w..n........u.....

10a Project Suoerintendent J0a2/15/71 N."f;7.V.T,'."..". frf.~"-- ---

~ " ' ' " " ' - * - " " " - - - - - " " - ' - - - - - - - - - - - - - -

.s

.St r d water stop was inspected on 2-4-74. The water stop identified above was inspected -

(J';he n_ cine of placement.

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QUALITY. ASSURANCE DISCREPANCY REPORT 3 oAo iDEuT.uo. . .

(QA DAILY LOG SUPPLEMENT) JOB NO. 7220 008 0

'- . h/29/7h 1 1 PROJECT /DEPTJSELLER 2 PotNT oF ORIGIN @ FIELD 5 oAD PREPARED DY ,

• Mid1Rnd - 7220 O OFFICE G. Richardson 6 DAILY log DATE 7 CHECKLIST ITEM 8 WHERE FouND 9 DISCUSSED WITH h/29/74 N/A Storage north of' Containment No. 1 ff""117 10 CONT ROLLING DOCUMENT,SECTioN' , PARAGRAPH.ETC ,

Spec. 7220-0-2, Rev. 3 and NCR No. C-37 u ouoTAfloN 1

Sect. 11.h " Protective cap or other devices shall be provided Spec.7220-0-2: ~

to prevent damaEe to the ends of sheaths -and to prevent entry of sand, rain, snow, etc. during storage." .

NCR C-37 Block 15' , .

. l

b. "

-and cover with tarp. ,

. c. New caps for storage protection are not necessary providing tarps are used. ,

d. Base on performing (b), (c) and (d) above, on site rigid sheathing may be used.

w 12 DISCREPANCY DESCRIPTION Contrary to the above the rigid sheathing for cCntainment no.1 is being stored outside with no cover. This condition was noted by Quality Assurance on h/26/74 andh/29/74.

s ..

13 RECOMMENDED CORRECTIVE ACTION

1. Issue an NCR

2. Store _ properly

, 3 Issue storage instractions or take other action to p'revent reoccurrence.

14 SCHEDULED COMPLETION D TE

• IS RESPONSIBILITY FoR CORRECTIVE ACTION 6/06/7h E. E. Felton 16 CORRECTIVE ACTION TAKEN s

17 DATE COMPLETED 18 SUOMITTED BY RESPoNS10LE AUTHORITY ,

19 CoHRECTIVE ACTloN VERIFIED UY oAE DATE

_ . ~ . _.-. , ._. . _ --__ . F I G U R E 7.-

Rout? To This C;py Tcr '

Til? 16.3

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Issu2 Date wra n_ ig7c CSK231cy SHHowall Project viainna 3 g, y .

g CQHills WExessler (2)

WS1,ager . (last) WTHolub CREuxg'3 Pl"Eg Tile Title NCR's on Contreet Fil" (AE - Constructor)(Desic M

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V

l Nonconformance No QF-10 This Nonconfomance Report is Issued to: Prepared By M #C ) Date5 7.h.' Martinez- ,

Reviewed M  ! Dat'e Bechtel Project Engineer -

Written Reply Req [ed By Date 42 Ann Arbor, Michigan Action Required By Date 4/25/74 w$oisresponsibleforcorrectionaction.

Nonconfomance Description and Supporting Details: ,

,74 Radiographic work on the Containment Building Liner F1' ate is not being doc accordance with the PSAR. Revision 3, Specifiention C-111 was issued on February 1 1974. This revision implemented the requirements of Amendment 23 to the PSAR. Ilow C-Ill, Revision 3 was withdrawn on February 12, 1974 and from that date on, work wa not being done in accordance with the PSAR. There is no question on the quality of work done since February 12, 1974 as the interim radiography requirements, which were reverted to, were previously approved for this work.

AEC Reportable Yes O no ' see Proceaure 9 - Reportins or merieiencies to x

.. AEC Notified on. By Method i Reco= mended Corrective Action (If Appropriate): -

1) Revision 4 of Specification C-111 was recently issued and we understand that t.h revision brings the field work into accord with the PSAR. Verify that C-111, Rev.

does bring the field vork on liner plate into accord with 'the PSAR.-

1 Corrective Action To Be Taken:

Revision 4 of specification has 'been issued for hse and is in accordance with Amendment 23 of the ISAR

~ Underlying Cause of Ronconformence:

Revision 3 was not used, as the field could not fully implement it. Revision 2

.was theref ore reverted to while the field prepared to implement the requirenent of Revision 3.

(Corrective Action Implemented and Nonconfomance Closed) Confirmed By[/i; Date 4 74-

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1To De Provided by Addressee. .

! O 3/15/7h ) -

rme_O

.This Ccpy Fcr *

. Rout 7ho Fil3 16.7

s. Issua D;t3 Am 11. 1974 CQHillo SHHow211 HWS1cgsr WEKe301cr (2) -

Pr Sct Mid1nna CSKeeley olub -

File Title NCR's on Contractor

~,f 3 .

(A-E Constructor)(Quality Assarr

() Nmeenfomance No QF-11 This Nonconfomance Repod :.s issued to: Prepared ByT[4she DateMW/

Mr. J. P. Connolly RMned B k edam Bechtel Project Fiel' 8'uality Control Eng. Written Reply Require [By Date 4/11/

Action Required By Date 5/1/74 who is responsible for correction action.

Nonconfomance Description and Supporting Details:

Bechtel Field Inspection Procedure G-1, Section 3.8 g lista monitoring and reporting degree of adherence to drawing / specification and materici control pro-

, cedures as a task assigned to the PFQCE. Contrary to this, there was no record of monitoring adherence to drawing control procedures by the PFQCE or his staff when ekecked at 8:30 a.m. on March 28, 1974. Furthermore, Bechtel's field Quality l

Assurance organization identified this problem on January 10, 1974 and letter  !

QCFM-015 from J. P. Connolly to G. L. Richardson dated 1/24/74 stated this would l be done monthly.

l AEC Repoztable i

Yes No x See Procedure 9 - Reporting of Deficiencies to AEC AEC Notified on By -

Method

)

Reco== ended corrective Action (If Appropriate):

Develop procedure for monitoring drawing and specificatio'n control, instruct the assigned individual (s) in this procedure, and begin imple=entation.

CONSUMERS C PAyy C.orrective Action To Be Taken:

{

A.oR 11574 MIDLAND PLAN PROJECT Underlying cau.se of Nonconfomance: MIDLAND MICHIGAN (Corrective Action Implemented and Nonconfomance Closed) Confimed By Date _

l

. 1 0 -

1 To Be Provided by Addressee.

6

. , ,6.

This Copy For

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, 9.12 _16.7 Cgillo SHH w211 Issua D2t2 3.,,. 4 3 3_ 3 9u l Prohet M[d 1 k,$d -

}4Slegsr WEKsoolcr (2) )

(' CSKeeley lub -

File Title Ncp'n nn rnnerncent

(s (A-E Constructnrl (Ounli ev A "" r -

Cl Nonconformance Tio OF-12 This Nonconfomance Report is Issued tc: Prepared By f6/~ld . Datd/>r/

Mr. J. P. Connolly Reviewed [p#T K /d m Da ,

Bechtel Project Field Quality Control Engineer Written Reply Require [By Date gn Action Required By Date 5/1/74 who is responsible for correctim ac, tion.

Nonconfomance Description and Supporting Details:

Bechtel Field Inspection Procedure G-3, Rev. ", Section 4.10.2 requires this PFQCE to notify the PQAE of any nonconformance. nich may be reportable in accordance with article 50.55(e) of 10 CFR 50 or are of such magnitude or quantity that an MCAR may be required. However, there is no documentation showing this was done or that an analysis of reportability was made.

AEC Reportable Yes O No x See Procedure 9 - Reportins or Derieiencies to Arc AEC Notified on By

• Method t

Reco== ended Corrective Action (If Appropriate):

Develop procedure for analyzing NCR's and documen*.ing the review and impleme the procedure on all NCR's including those previously writtea.

Corrective Action To Be Taken:

hderlyingCauseofNonconformance:

(Corrective Action Implemented and Nonconfor=ance Closed) Confimed By Date

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\. ,I I

To Be Provided by Addressee.

- -