ML19320A468

Nonconformance Rept for Aug 1975.Rept Consists of Bechtel Nonconformance Repts & Log,Status Book,Qa Discrepancy Repts, Quality Audit Findings & Mgt Corrective Action Repts Written or Closed During Month

ML19320A468
Person / Time
Site:	Midland
Issue date:	08/31/1975
From:	CONSUMERS ENERGY CO. (FORMERLY CONSUMERS POWER CO.)
To:
Shared Package
ML19320A467	List: ML19320A466 ML19320A468
References
NUDOCS 8006180689
Download: ML19320A468 (57)

Text

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NONCONFORMANCE - REP 3RT LOG & STATUS BOOK '*

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s' "'k?$@$e'l'E55'b3;7il'1 y?

p,sj PAGE COMPL.

1. PROJECT NO. 7220 _ _ __

RC. ENG. StGN .

NCR ORIG. 8A PREPARED BY NONCONFORP.1ATJCE NO. DATE **

DESCI{IPTION/ REMARKS ROUTE XA CLOSED CLOSED BY 244 12 R.A. Moray 74 lulk Items. Bolts not pr)perly marked rield flo .2-16 1 P. . A . Mo ra y Varies L2-4-7d -74 -75 245 L2-6-7 1R. Revereza C-231. Aux Bldg #8 'r@ba r s broken,1lall s Field tio .2-9

?2/ 5 F 2 '3 3-25 A.L.Boulden 1.203 !2-9-74 -74 -75 246 L2 M. Hopfenspirger C-tin- 1inor plata

-74 surface defects, Field tio li-k'D75 S6-15-U-2 & S5-13-U-2 1.109 '2-9-74

-74 247 L2-10 J . C . Fi tz ge ra l d

-74 C-231. Unit #1 Base Slab. crack in Conc Field flo 2-13 2 L.R. Albert Az 300-420 1.105 .2 74 -74 -75 243 12-11 R. Revereza

-74 C-231. Aux Blda blockout _for Structural Field flo 12-11 1-14 L. Shively Beams ommitted 1.205 .2 /4 -74 -75 24'9 L2-11 L. Johnson C-211. Excessive Structural Backfill Field flo 2-12

-74 2ift placed 1.002 17.-12 L. Johnson

.2-11-/4 -74 -74 A 25b .2-13 J. Aldridge C-2. Damaned Semi-Rinid Sheathino fl0 1 -74 1.107 Field

_.2-13-74 -75 (O

251 2-13 E. J. Manning C-38. Dama'ged Structural Steel

-74 Field 1 1-24 8-14 R.A. Moray . c 1.201 :2-t S-i'4 75 -75 co 252' 2-13 F. Etheridge C-111. Ifronn weldina nrnceduro usod

,4

-74 Field 12-17 12-30 12-31 A.L.Boulden C 1.109 4H-%8-70 -74 -74 -74 O 253 . 2-17 E.J. Mannino v

-74 C-33. 'lamaned S t ructura l Stael. shionent Field 1 1-24 8-14 R.A. Moray ao C-10 1.201 1- t F -i'4 -7f -75 =75 254 . 2-18 A. Boos C-231. Aux Bldo Ifall

-74 Rebar coverane Field 12-19 12-20 12-20 L.R. Albert 1.203  ! a-19-i 4 -7i -74 -74 255 . 2-19 11. C . 0 ' ile i l C-111. Gouces on edge of Jane t.iner 12-19

-74 Field Plate RD-9-13 _

1.109.  : 8-19-i'4 Nu- -74 _

).10? 09r14 OC gs n - - - _ -

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NONCONFORMANCE - REPORT LOG & STATUS BOOK u

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PAGE COMPL.

1. Pr.UJECT NO. 7220 .C. ENG. SIGN -

NCR ORIG. STATUS PREPARED BY NONCONFORf.1Ah CE NO. DATE DESCF[lPTION/ REMARKS h0UTE X TD CLOSED CLOSED BY 280 1-31 G.G. Butler

-75 i.-173. Hydro water for 2CC3-72 not with - f=i=a=t* 1-31 2-13 4-18 R. L. Bowren' in limits of letter BEBC598. ASiiE,4.353 F if-M= - 7 5 -75 -75

?81 2 975 J.C.Aldridge 7-11137. Bulk flaterial criteria, no Fkeh6 flo 2-10 Lertiticateiot conformarce 2 75 2-10 R.A.Horav

-75 -75 282 2-5 R. A.floray

-75 71 - 1 . Coft of conformanca nnt r c <f fnr 9 ?, H H 3 4-18 R. A. flora v list of Items. ASME 4.029 2-5-75 75 -75 283 2-7 J.C. Aldridge  :-6G. Documentation for F-10366. AE0-49 1 M.S. U -

R. A. Moray

-75 '

i-321-D Form _h3 1.101/1.201 2 75 284 2~-7 J.C.Aldridge -13

-75

-66. Oncumentation for F-19366. AFO-4n l M.S. Mo 4 R. A. lloray

ert of Conformance !!TR 1.101/1.201 2 -/-75 -75

-75 285 2-7-7E R.A. Moray M-204. Ileat Codes , fiarkir q, Sizes on No 2-18 Field 4-10 R. A. ifo ra y Fittings,F-10577. A5f!E 2 75 -75 -75 286 2-10 J. Fitzgerald '

- 2 31. Curing of nour CC(593.5)e

-75 =ieh! 2-11 2-20 2-20 L. R. Albert 1.205 r la-75 75 -75 287 2 A. L. Boulden

-75 C-111. Nelds on 1iner n1 ate to hold oipe restraints r feld il 2-13 2-18 A. L. Boulden 1.102 2 12-75 -75 -75 238 2 L. R. Albert 75 C-39. Rebar KE-2041 Failed user tost = % e:1:4 2-18 0-4- ^

• for over-shipment 1.103 IL t S -iE 6 -75 -5 * *

-75 239 2-13 R. A. Moray

-75 C-38. Shioment C-17. tun beans d a n a n a rl ~4e44 2-21 3-10 8-14 R.A. Moray 1.201 1-LG-15 -75 -75 -75

!c0  ?.-21 R. Revereza

-75 C-39. Aux Bldo Finor clah n n ie ra r Field " - -

vertical dowels for contraction openino 2-21-] 5 7 -

D L.R.pttW12.7 291 2-25 R.A. Moray llo 2-23

-75 C-38. Documentation not Rcd for Muts/ _e MS

-75 Bolts / Washers L 101/1. 201 24-75 -

M03 09/74 OC Page 27 v.p 1' OC m i gj

y-NONCONFORMANCE - REPORT LOG & STATUS BOOK u.

• hlE RT DATE Y # f ' " 0 ' .

g j' PACE COMPL.

1. PROJECT NO. 7290

.c. Eric.sion *

2. 3. 4 5.

NCR ORIG. NONCONFM.1Ah CE STATUS DATE PREPARED BY ,,g ,7, ,,g ,7, ,,o ,7, ,,,

NO. ,,

DESCQlPTION/ REMARKS ROUTE XMTD RETD CLOSED CLOSED BY 292 2-25 R. A. Moray C-38. 2-28

-75 Documentation not Rcd for weldino M.S. flo 3-17 R. A.fioray studs 1.101/1.201 2-26-75 -75 _79 293 2-25 R. A. Moray 4-11 R. A. flo ra y

-75 C-39. Rebar dees not conforn to anrvd f=icibi 3-3-75 4 drawings 1.103 h3sm 75 -75 294 2-26 L.R. Albert C-231. Curinh temp below Snec on 6th M o lx! 3-3-75 5-16 5-19 L.R. Albert

-75 day of cure, CC(593.5le 1.105q -g_g -75 -75 295 3 A. Boos ( -231. Aux. Bldq Slab olated without

-75 Ff6Fa 3-3-7E 3-24 4 L. R. Albert required rebars 1.203 8-8-7! -75 -75 296 3-4 A. Boos C-231. Aux Rdln wall mie : inn nno hnr 3-4-75 5-15 D.C. Thompson

-75 Field flo 1.203 3-4-75 -75 297 3-5 R. A. flo ra y f1-104A. Two spools with same number 4-10 f=i=e=hi 3=13=

-75 ASi!E 4.134 -75 s -4R-76 75 293 3-10 A. Boos

-75 0-231. Aux Bldn walls. robar innnthe finid 3 3-24 3-24 L.R. Albert vary from requirements ~ 1.203 s 76 75 -75 -75 299 3-13 R.A. Moray

-75 C-18_ rin c unn n t a t i nn nn ART" n-??S #1, 3 , tio 4=1=75 4-7 R. A. Mo*ay Bol t s / ?lu t s 1.101/1.201 :l-16-7! -75 300 3-26 R. L. Bowren r 1n- namagna n e nn unnn -

reca4nt insaect Fieh 4-10 -17 R. A.ilo ray

-75 tion, 1.201 fl-26-7f -75 -7 -75 301 4-2 4-10 4-21 R. A. Moray C-38. Damaned Reams . Shin nen t C-21 Eield 7-30 R. A.Mo ray

-75 1.201 ,75 -75 e.-a-75 -75 302 4 R. A.flo ray C-38. Damaced Beam. Shinnent C-23 -

F i= el-d 4 -

-75 ,

d 76 -75 303 4-7 R. A. Moray U-inan- snnni ens c h e e.t.--n.3 t Enginearing - 0 ~

-75 5 aoproved. AM 4.134 n._ _ ,,

Ao.ios oon4 ac n cm p ',y_

Pane 28 s_ )

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, .e NONCONFORMANCE - REI' ORT LOG & STATUS BOOK u. ..?',,7.J-/5 g til ,j REPORT DATE $7~75 'I7'"

g,.-' PAGE COMPL.

1. PROJECT NO. 7??'o

2. 4 5*

NCR 3'O RI G. NONCONFORMANCE STATUS NO. DATE PREPARED BY 8*

DESCQlPTION/ REMARKS ROUTE XMT CLOSEO CLOSED BY 304 4 R. A. Moray 1- 10 4 A . Spool martiinq d- ffers from T4. S . 'lo 4-11 5-12 R. A. floray

-75 reader sheet markings ASME 4.114 4-3-75 -75 -75 305 4 R. L. Bowren IP rrhP. Storane on Stern Generator Field

-75 ?E-51A. /.S!' E 4.021 1-9-75 306 4 h.R. Albert  :-231. Concente tnmnnraturn. A(rnqia' risld 5-1C 5-19 L.R. Albert

-75 -

4 -75 -75 1 205 d-6-96 -75 307 4 R. A. floray 11-204. Fittinos.F-10577. AE0-9?R. fia r H nqM.S. 'IO 4"10 3-7" R.A. Moray

-75 and Documentation. ASPE 4 7E

-75 ,-75 U 4 5 12 308 4-17 R. A. Moray 1 1- 104 A - Rondor ehnat has incorrect s non' M.s. R. A. !!oray

-75 numbers. AS!!E4.114 4-21-7 5 -5 309 1-23 L. R. Al bert C-230. Batch Plant nualification nast pi eM 5 7 7-8 J.P.Connolly

-75 due. 1.105,1.205 o-?3-70 75 75 -75 310 A. Moray 7-30 R.A. Moray 4-]

R. c-3a . Danaoed Beam. Shirment C-?^

1.201 N el d 69q_yg 5-1-79 S-l[

-.7a -75 311 4-30 R..A. !!oray ~ C-18. nnans shinnnd. nnt nn chinninn 11 . S .

M 5 5-12 R. A. Moray

-75 List 1.201 --l-7; 75 -75 312 4-30 R. A. itoray e -3n_ Danannd Rnans. shinnnnt r p s; Gim M 5 5-27 8-14 R.A.floray

-75 1.201 G-1-35 -75 -75 -75 313 5-2-7 i J . ll.1111 er C-33. Bean material tensile strenoth Held 5 5-27 5-29 L.R. Albert over ASTM A-36 limit 1.201 6-#-75 75 = -75 ~75 314 5-29 R. A.flo ray C-38. Beams, Shinment C-27 ivithout Field flo 6-16 6-17 R. A.ftoray

-75 weinht or orientation marking 1.201 4-30-7E -75 -75 315 5-29. R. A.flo ra y C-33. Damaaed Deans, Shinnent C-?6 F i ci d. 63M C 8-14 R.A. Moray

-75 _ 1.201 { 70 -75 -75 _

Page 29 oc m p

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. NONCONFORMANCE - REPOR LOG & STATUS BOOK 12' i . REPORT DATE7** ' - L M 9'

• 27 gy PAGE COMPL.

.C. ENG. SM

1. PROJECT NO. 7220 STATUS

, NCR ORIG. NONCONFORMANCE DATE PREPARED BY 8-NO. DESCillPTION/REN ARKS ROUTE 'XMT b OSED CLOSED BY 316 5-30 L. R. Albert  :-211. Structural Cackfill fla t ' 1 out -

ic'd 7~ *7 D

-75 )f Gradation. 1.004  :-30-7 ;D7 75 7 J5J.P.Connolly 317 6-30 .t . Shawl C-38. Damaged Beam, Shipment C-26 rield I 7 8-14 R.A. Moray

-75 1.201

-76

. 7-1-75 318 7-10' R. A. Moray '1-204. Sandvik nA Manna- nnt annrnuna d 7-15 8-13 8-14 R.A. Moray

-75 hSME

'7 9-75 -75 -75 319 7-17 R.A. Moray ~4 8 C-38. Beams made from wro_no size matl E4el.d -75 75

-75 1.201 C-29 7 =17=75 ,

320 3-1-7! R.A. Moray f1 11 c; Excess fla t ' l not shon insnortorl_ Field

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no G-321D. 4.134' ASME 3-7-75

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321 3 L.R. Albert  :- 2 39 . Concrete Temocrature Irield

-75 C(622.25)a' 1.105 '

-4-75 322 8 LR Albert ' 230_ Canc re t e Ai'r Con t en t

- rield d,-4-75

-75 C(622.25)a' 1.105 3-28 '

323 8-5 R.A. Moray 't-92. Storann F-1-lo'4  !!R fin t n r nne pjeld

' No ~75

-75 rotated per schedule. 4.001 l-6-7 7tM~ S $-//-75 f. . A AL CG B.T 324 3-6 L. R. Albert r 'i10_ Plant Arna Fill nnisturn h o l ni., Ef-3d 8 f-//- 75

-75 requirements. 1.032 557575 -75 E 75 8-26-75 L.R. Albert 325 3-7' L. P. . Albert c-?qn cnnerntn c.,1inae ir nnt cores -

cield

-75 oer sp.ec., tenperature. 1.205 3-7-75 U-4b rae x 326 8-11 J.P.Connolly C-231. Robars 9 lini t #7 Pinn Tunnnl J =i=e=ld -75 9-2-75 75 not bundled. 1.203 B=d2=J6 327 8-14 R. A. Moray C-38. Fabricated Beam 1e_noths Field No 8-25

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NONCONFORMANCE REPOP.1

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3. x n2muonar no. j c e v. i. ,asect n# ..rc- wrdo v

( j oars as o.scosm aacu m *.cc ee Below

_S.rcu ocsc niereon l 7220 - <4W< s 112/13/7L " - *r fI*2F "5"" "

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.. . .~ h@t- kQ j . . ..(v.y r. .

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.., no. 8 oar 7i[ /

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C-38 C-38a-20 N/A

.. cou r..c roa,coca r.on i ...s-c a vis .,.sou cc 7",,',, ',,',* * * "_' ~ f.

New City Steel Corp. Chicago, Ill. .v e .' @ ., - Vendor T; -ou r.~a .nsrauho~ s. p oourcroe. coo caci cc..~c o .oursto - rca.. .u.cav.soa G Co e.o.v.oN ;

... NoNCo N F oR M.

Structural Steel received on the jobsite (Railcar #B-36b238) was damaged. Twmge consisted of

~

. bent antles, cracked welds and missing angle. See page 2 of 2 for item information. Hold tags anolied 1 of 6 thru 6 of 6. "Q" No. is 1. 201.

m 7

egr. coo accom c o.rio f our e to eni.,ccr c,.c.nu .no Continued.

m. gr.ci.o o.s os.r.on a e.cyo o.scosir.o =csuurs-Bent connection angles will be straigitiened l or replaced (field option). Straighteni ;n / db -[*'T '"

to be done by cold forming in accordance with AISC sp.rcification 5-50, Sec. 1.23.1. /f9,,_ev/,_,n/ 7 /M 29 p If replaced, neu angles and welds vill be equivalent :o those shown on vendor's draw ings. b.i., A5 72;W /d3 N fl .Y 3 f. f Cracked welds will be maenetic narticle inspected to .leternine the extent of the dan mo (%n Arent hna N.e)

22. c NGINc c M.NG o.sPos.r ooN 3 3, cf.G.Ne c RING o.sPoser.oM Re suLr s.

Project Engineer concurs with repairing' of structural steci in cecordance with the provisions of AISC specifications page 5-30 para.1.23.1 and page__6-11, and AWS D1.1 para. 3.7.2.4, 3.7.3, 3.7,_L_3.7.5 and 3.7.6. The residual stresses resulting from the repairs will not affect the ultimate strength of the subject members f /. y /. fg >; wl./._ [ [1./ %.b

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.s ocs.cu cn.ncc ac ou.-c o g,,o 'a. - 9-~--~~." '

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NONCONFORMANCE REPORT (CONTD) s . czc 2._o r _- aca ao- l.

Bloc};_Uo.J_ Continued.

UdG_Ilo,_ Piece _Ilo._lbrk N]R_Ho.

1. C-38-136-2 242-B6C 1 of 6

2. C-38-131-2 233-B110 -

2 or 6 3 C-38-81-2 -

205-31hc 3 of 6

h. C-38-90-2 221-Bhc h or 6

5. C-38-108-2 231-Bloc 5 or 6

6. C-38-131-2 233-Bloc 6.of 6

1. Piece IIo. 2h2-B60 L*"$2!TN!lgndC=ackedWelds J_3_ ,_ , _ ,(

2. Piece _IIo. 233-B110 -$5fM3f12 C@.ca '..*mllo

3. Piecc_flo. 205-Blh0 Bent Angles and Cracked Wolds '

h. Piece IIo. 221-BhC' Bent Angles and Cracked Welds

5. Piece IIo. 23l'-B100 Bent Angles and Cracked Welds

6. Piece !!o. 233-Bloc Bent Angles and Cracked Welds Block 20 Continued and repaired in accordance with structural welding cod 3 AUS D1.1-72. Section 3.7.2.4. .

Angle which was missing will be replaced with original angle or replaced with new angle.  !!ew annle and weld util be equivalent to those shown on vendor's drawing.

All repair work to be donc and documented in accordance with field procedure for fabrication and repair of structural steel, FlC-6, Rev. O.

A gjpected.. implementation _date_1-31-75. _ u k w / h l,j_~___ _

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Wh.te Copy - Originator Canary Copy - Feeld Eng.neer Penn Copy - POAE Goscenrod copy .OC

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See Below l 7220 _ D.2/17/7L

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C-38 Shpt. # C-10 C-38R-18 N/A -"

.. co ~ 1. .c r o.,moc . r.

c -s ". u,u cc y. .=. <'...d - ~ 77 - ....

New City _ Steel Corp. Chicago,_Ill.

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=X:. Vendor OS Roul 4NG SNsr RUCrioNs. @ rtourE ro F sELo ENGINEER. G Q our E ro M.r E H 6 AL su,E N V.soR

$ 9. NoNCoN, oM MI, G CoND.r dom a Structural steel received on the jobsite (Railcar # CW-132682) were damaged. Damage consisted of bent angles. cracked welds and bent flanges. See nage 2 of 2 for item _infornati.on. IIold tap anolied.1 of 6 thru 6 of 6. "Q" No. is 1.201. Dr= ace noticed durine receipt _insprotion.

pg ,.E o o.scos.r.o BM m.E bo .E co--E , o. r.o,., ou r E 1. . . ,E c v E nc. E E ,.. . .. ,.E co o.s,os.r.o E s ui.rs :

Beat connection angles will be straightened or replaced (field option). Straighteni n >, /3 /. .-: . s / / -/ . . .

to be done by cold forming in accordance with AISC .;pecification 5-50, Sec. 1.2.3.1. / . % ,,, ry g.,,, jy,,7 ,,.,,.,.

--If~ rep 1mced, ntv angles and weUds will-bn equiv.Tlen-- to those shown on vendor's drat ings., . j -e

-Er e ck ed-w e l d s -w l-11-be-ma gn e t- i e-pa r t icle-ins p e c t ed-to-d e t e rm i ne-the-e x t en t-o f-t h e-d ar a ge ,b'"

and repaired in accordance with structural weldinn code AUS DI.1-72 Section 3.7.2.4. + 14 77 - c- /E - -  : 4-(See Attached Sheet)

A 2. E NG.,.E E. M ING o ssrose r.O N 3 3. E G eNE E R.

k.M G o.sroser aOM RE suLt s.

c'"

Project Engineer concurs with repairing of structural steel in accordance _

/'fc.Nfsfff[;y),['[..,.,,.,,c ..

9 with the provisions of AISC specification's page_5 - 50 para.1.23.1 and page 6 - 11, and AUS D1.1 para. 3.7.2.4, 3.7.3, 3.7.4, 3.7.5 and 3.7.6. The r_es_idual stresses resulting from the repairs will not affect the ultimate

-Y5 strength of the subject members. f t . .'- f. . . , , ,,, . ,./ . % /,.

as. is oEs.Ge. ca. .cc aEau aEn @,o , fa - ~ ~ ~ a - ~= = a n oc .ccE er. cE. - .. ,,

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NOfJCONFOf:f.1 ANCE REPORT (CONTD) s . e m_.2 o r_2._ .. ace.=o. M 3 _

Block L. 19_ Continued.

D'4G._JIo , P.iec. No. Damtge_ h cripiton NCR_ Tag _Ila.

1 C-30-131-2 233_E8C Bent _ Angles _anl_ Cracked Welds #

1 o f. 6 2, C-38.30-3 12.ltB_3B Bent Angles _gg LQracKej_ Welds i,.,s t _9. w S f'>sq[n s-n -q

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2 of_6 ,e xs.,1;p"nx -.<q u- en no In."'-

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3. C-38-98-1 222 B60 Bent Angles and Cracked Welds

h. C-38-95-1 213 B2C Bent Angles and Cracked Welds 3 of 6 b 1M '

i b of 6 Si "< l

5. C-38-86-2 212 B2C Bent Angles and Cracked Welds 5 of 6 54 HS L

6. C-38-131-2 233 B70 Bent M anga 6 of 6 " . wt Block 20 Continued.

Bent bean flange to be straichtened by means of cold bending in accordance with AISC specification 5-50_,h-- 1 > t.)

All repair work to be done and documented in accordance with field procedurs_for_fabricatinn nnd_ repair nf structural steel, FIC-6, Rev. O.

_/ ! /J Expected implementation date 1-31-75. ,/4 $,duM / - T' - 7 f Block 20 Continued (Field Disposition): _.[ t b z., 7 7/76 '

Items _l,_3,__4 _5,__6 listed __in__ Block 19_w_i_tdoted sli_scr.epancies are rej ected and shall be ret _urned to vendor. -

e co s s-2 ,-

White Copy - Oreginatos Cae ** v r opy Feeld Engeneer F .. Cos,. - PO AE Joidenrod Copy - QC e-9) m .

1. 3

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NONCONFORMANCE REPORT [j// b ./' r. -. o, _x~ 2__

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_1220-C-38AC Shipment C-17 C-38-R-28 Rev. O __ N/A

" souace p W "-"--",-]- "'

. co r. c r o-,coc a r.o,. .....uc O ves '7,..,,,_... v ....

_I_ngalls__ Iron Works, Veronau Pa. ir c u to _c __ __ Vend _or __

s. ou rina .-st a uct.o~s. p.ours to .c o ena.ucc.. o O aourc to = area'a'suecavisoa 0 9. hor. con,o n-eNG co No.r eon:

'I'he._following_t wo_h e ams_werel und _t o _h e _ damage d_up on_re c eipt_ ins p e ctio n -

201;B3 C Bent Angle & cracked weld

~

D 310B2 Bent Ancle & cracked weld "O." No, is 1.201. [ Holi Tags applied.

Q a s . racco oss,ose, a nesuttst a.. Jf e.c oo o.scos.r eon / "gricto accomucNoar.oNinours to enosect eNosNecains

.p_naged_struc_tural_bcans_20_4RlC_and_3 LOD 2p__.w. i31__be_teraired in accordance with the O ri .S 6.I .)I .DI l '.

provisions of AlSC Specification paragraph 1.23.1, pape 5-50 and page'6-11.;) AUS Dl.1

+ '/; u - ;y. - /1.kau. f .-

.pau gupJis_1 lt2,4. 3.1,3. and 3.7.6 and Bechtel Welding _ procedure PIA (structural / fig ,._f/f/ jf D , L fY/ Q b All repair __ work to be done will be docunented in accordance with field procedure >, fd 77 z. - /-y'f g. , hg"9*.g .,g-/9

/

--See Sheet 2--

Ekb"c'qli$3 On~;rs to the repair of the damaged st uctural beam in accordance with the provisions of AISC Specification Paragraph 1.23.1 page 5-50 and page 6-11 (see correction in, block 20), AUS Dl.1, P aragraphs 3.7.2.4, 3.7.3..

art 4_.1,7.6 and Ecchtel welding _ procedure PIAUI (Stru:tural) . A. L. Desai OS./ !. l~ W ni '

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19. P.orsCoNFoaMING CoNotrioN.

Specification 7220-M-201 Rev. 5 naragrapA_8.5 states _in_part- "on L.reproducihla copy nF r h .s following shall be submitted to_the buy._ey_(gr appIp.yal_p_rior to start of fabrication of n11 n n c i on r.1  ? nn ' 'l pipinn.

n. Spool._dctn i l shears "

Contrary to the above, spool _shee t 2IICD-21 -SC 1 'l--6 .A_ nev. 2 11/2nL7/. n : n up n l i n <i by_ vendor._uirh anennonrar*n Continued on Sheet #2

• • - O "<'o o'sros'rioa Gr'<'o arcoMuraoar eoe /aour= to rao.sCr e r.cea s c ai+u. ai risto oiscosition a< sus rs:

Rc_queg_KngineerJnn resolution to establish preferred method for handling spool detail sheet revisions by Grinnell and Enginecru.g approvals.

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/ GRINNELL KERN , I.

ELCHTEL ARP -

Q 23-0101 C LG 530 -6 439 }

TLX 547 12/6/74 16:13 I i tiTTN M R. D. F ORM 1tJS NJ I

%r' \_s' CC R. H. TI NS LEY SU BJ EC T - C ONSU'4 ERS POVER C OMPNJY MI DLAN D P LAN T - UIII TS 1 AN D 2  !

NUC LEAR tN D..C ONV ENTI ON AL PI PIN G I

P. O. 7 2 20 '-M -1 d A TB' .

GRINNELL J0iss-~7h 91 - 7094 FI LE: M -10 4A, M -10 43 l I

1 FLEAS E DE ADVIS ED Tl! AT SHIPMENTS OF PIP!tJG ASS EMDLIES SHOULD NOT II l'E H EL D BY INS P EC TI ON DU E TO M I N OR CH /JJ G ES T O Til E M AT ERI AL AN D I OPERATI ON S!!EETS OF CODE 1 APPROVED SPOOL SHEETS. GRINtJ' LL H AS I!EEN AUTHORI ZED TO M AKE SUCH CHNJGES TO F AC I LI T ATE SH OP F ABRIC AT I ON 2 VI TH OU T ADDI TI ON AL BECHTEL APP ROV AL AS LONG AS THE DIMENSIONS OR CONFIGURATION '0F TH E AS S Ei BLY DO N OT CH AN GE. f R. L. C ASTLEDERRY INN ARBOR / 7 P E2118/ LS V

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Commur.ication Control'

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DATE May 30, 1975.

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sPECirici. Tron cur:ct vmicE  ;

ECIFICATIO:t ;0. 7220-M-201 ILEV. 5 DA'1T. 1/7/75

., . ~-

P,PECir1CATIO:: TITLE Technical Spec; for Shop Fabricated Piping for Nuclear Service

-~

Cl!Al:CE REQt'ESTED BY j CLIEliT Ql;G' R' G l FIPLD VENDOR / CONTRACTOR 1 011A1:GE Par. PARED.BY / . ibN4/)? M DATE 6 @/X',

-' ' Add to paragraph j.5:

}

DESCRIPTIO:10F CHA :GE: The fabricator is authorized to modify the list of labor operations !

of sketches approved for fahrication by the Buycp to. utilize ,epecially ordered pipe as lonn :

ce the dimensions and configuration of the assembly do not change. Authorized labu'r opera- l tions, shown on a revtsed " s-built" sketch, are limited to: -

1. deletion of shop weld and associ,ated labor operations and non-destructive examinatiot..

2'. addition of shop uc3d i End associated operhtions and non-destructive examinations.

Additional welds are only pc..nitted .for all. Nuclear Class 3 arisemblics and nuclear Class 2 assemblics Icss than 6" in diameter.

~ ,

3. weld cnd preparation buildup. ,

V:rification that the "as-built" assembly is identical to the t, ketch approved by the Buyer, cxcept for .the authorized operations listed above, shall be .ade by the Buyer's shop in~

spector authorizing shipment. A reproducible copy of the '2 ;-built" asserably shall. be cubmitted ,to the Buyer with a copy submitt.c'd to the jobsite wi'th the . shipment.

,7 8 y; 1 1

REliSON TOR CllA';CE: TodefineBechtel-Crinnell.agrcebentoncon, tract o .ent for

?.0 7220-M-104A. '

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. i [hf APPROYAL SIGNATURES b b ., ,

DATE j

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3. eT E M oESCR ert SON 3/4" S/11 Pipe Fittings QC IIold Area ,f _ .f,6 ( h/47 7." 7'[jf([x M [p/ /). [ *

....... ..... ...T..T....T.-No. 3 . . . .c. a_ . . .. .... . ....

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7220-F21057.7._(AE0a'L2B M-204-R-9 Rev. O N/A

'"q,'g*}*,,*]"_*b-"j" S T. SoWRCE

e. con T R AC tor /a.oL a T eon s t. A5ME Qv.S ___ __,_,, ,,

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'o "< $ ') c ao '"< < a 'a o

= u ' a_yendge Ta__o_ 'o " a ' < a ' a ' Su's a v '5o "

St. NortCoNFoRMaNG CoNotitoN. Nonconformance written against t.he following SA 182 F 304 AS!!E III Class 2 material:

65 - 3/4" 90 Ell S/!13000# - IIcat Codes GZL 6 GUX 15 - 3/4" 45 Ell S/113000# - IIcat Codes GYA 6 CYR

. 15 - 3/4" TEE S/II 3000# - IIcat Codes GXK L CUA 1 Purchnco n er'a r re q uircs _C=3'/1 -nao._b e._us e d._to_.K ransmi t docttment1ttion .

Continued on Page No. 2 a.

gnuo ,.s os.T.oa 0"no a c co="c e'o a o'*iae u r s ro aa > >< c' r e o'*.< c a'~o ni r eno o'5ros'no + as su' TS-Five (5) fittings to be returned, Material Supervisor to obtain G-32s]-D ~

[,fj',,,f ff,, f/,fe./ - ~ ,.,;.

for the remainder. Material is rejected and returnc d to vendor. 7 .f. 9,$ .)f.., y,3/ ;g;. . . c.y,q , f,p kl ht./ f/ s'/7S _ y l*W 1*

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n a v. 7. esostca no. c' Spec. C-38 l5 07220 sa rjroyy v

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c. s uwCH Asr onoE n No

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• 220-C-as C-2s c_38-8 .;i ,

c. con r a A c r oniLoc A r ion N/A

__I_ngalIs_ Iron Works /'/erona ,_ Pa.

si AsMc O vas

.r . M El_No ir.sovace Vendor f,-",,'~-"-7f er nouraNo sNsrnucrioNs. pourt to /izLo cNcaNesn No O acurs 1o M Area'a'suPravisoa

90. NoNCoNroRMeNG CoNotreoN.

The following three (3) beams wer.3 found to have bent angles and cracked welds upon recetip.t__inspution E'

"0" No. is 1.201. 1 Hold Tags applied.

411Il.3 417B1 Ee E

433BI s2 y rec to oeseoseveoN 70 (QricLo accomMcNo AreoNinourc ro enostct ..NosNerneNo as rirLo ossroserioM nesutrs:

_DanancLStructural beams 415B3E,.417BlE, and 433BIE will_bc rexp repaired in  !^o ,..(

J// f f y ' J f/J,'f ' -

recordance with the provisions of AISC Specification paragraph 1.23.1, page 5-50 , ,

,.- j4j,, 7,j,77 g y., .,7 ,,j , ,f, . g / -

rnd page 6-11; AUS Dl.1 paragraphs 3.7.2.4, 3.7.3, and 3.7.6, and Bechtel Welding Procedure PI-ALh (Structural). All repair work shall be documented in accordance g,, ,ggj 'e ,,,{ //.y g' ,'- ,

with Field Procedure FIC-6, Rev. O. ,. ff./ 7;.,,,. .fg/,g, . f.fj 3,+ - ,y's , /

22 E NG0NL L N DNG ossPost r 00N (continued on Sheet 2) .-

i. - s 2 3. E NG eNE E RING oesPosersoN REsubrs-Engineerinc concurs to the repair of th'e damaged structural beats in accordance with the provisions of AISC Specification paragraph 1.23.1 page 5-50 and page 6-11; AWS Dl.1 paragraphs 3.7.2.4, 3.7.3 and 3. 7. 6

, and Ecchtel Welding Procedure PI-Alh (Structural)

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315

2. oa a w P.G,ca n T No. . _ _ _ _ _ _

.h/_/f,oaTE p E v.

e r j.go,,yr,io y jr

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..sE=.a6Nuu.Ea QC Hold & Sasse Road

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_1220-C-38 C-26

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e. con T a acioniLoc a T eon N/A 'Y" * *" * * * * '* **" " * * "

se.aswE O vEs 'Tsouact [

Ingalls Iron Works /Verona, Pa. .',E.' j$ No Vendor ....

S t. Houi nHG 4HSTituCT soHs. MetouT E To F 4ELo ENGeN EE RtNG O aouTE To aaTEa a'suPEavisoa

" ~ ~' ~" ~~ ' ~ "' "'

F Beam 418B1. has a bent stiffener plate. Beam 424H3E has tuo (2) bent angles with cracked welds. Damage noted during receipt inspectiCn. "Q" No. is 1.201. _2 hold tags applied.

20 h F aCLo otSPoS4TeoN M @eELo HECoMMENo ATeoN/ route To PRC JEc7 ENGINE E RING 14 FlELo ot%FossTaore nEsuLTs.

n Daraan structural benJ3s 41831E and 424n3C uill be repaired in accordance uith the (1 ,..,./// f/ .e./..

~a . , ,

// s . .

grovisions of ATSC Specification narar.raph 1.23.1, page 5-50 and pane 6-11; AUS Dl.1 S l 7/ a f e "/./j )4 ^*l[' k ptraaraphs 3.7.2.4, 3.7.3, and 3.7.6, and Ecchtel Welding Procedure Pl-ALh (Structur 1) .[., e M [2 'ff,/ ,,,,

/ j,7; .

All repair uork shall be documented in acuotdance with Field Procedure FIC-6, Rev. O f,, pj y ,- ,, . j,,g r /./ EN'-

y "Instructnons for Field Fabrication of Structural Steel". See Sheet 2 '#

/ '

22. E NG6 HEE MING o85Pobe f eoM 2 3. EPeGINE E RING otSPoStTeoM RE SULTS-Encineering concurs to the repair of the damaged structural beams in accordance with the provisions of AlSC Specification paragraph 1.23.1 page 5-50 and page 6-11; APS Dl.1 paragraphs 3.7.2.4, 3.7.3 and 3.7.6,.Scd Bychtel Welding Procedure Pl-ALh (Structural).. g , f I)dfj ff L Ma g,jd WE G'n m ..

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_ _ _ _ _ _ . _ NONCONFORMANCE REPORT D J A WSNG/PA N T NO.

j 3 R E v. 7. PR OJE C T NO. _ _ _ . _ _

o- * *^ **My Sp:cification 7220-C-38 l >

07220

12. R E PO ft T E D B Y

'DATE gp. fy ,__[$

25. DeSPO5a TION CO NCU R R E NCE ITG M DESCRIPTION (1) Aux. Bldg. Beam 4. IT E M LOC A TION

' .a /ED BY k /3-7f I

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Wg b j 3AL UMBER 'DATE

9. ST M R TUP s V5TE M NO.

420B1

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Shipment C26 *~ .

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gl.ASME tt/A '7 - -- 7 ~l:

ngalls Iron Works /Verona, PA. * ' C YES 9 7. SOU R CE y"..'...~....~....~.~~

J UT0NG 8NSTRUCTIONS:

{ 840U TE TO FIE LD ENG 4N EER 4NG o El NO Ven d.or_

o, cGuroRumC Cm U.T.ON: O ou'c To a a Tc a'* L supe R visO R Beam 420BlE inspection. has (1) bent connection angle with cracked welds.

"Q" number is 1.201. / Hold tag applied. Damage noted during receipt d

h Fl[LD DISPOSa TION '

O' 'c'o accomacanar'oasaourc To raceccr c <c'acca'ac a n. ric'o oisros'T'ON arsu'rs lalerial_is_rejec.ted__for discrepancy stated in Block 19 and_shall he_.rcturned en /~ -1 YTd'II A< b vendor for corrective action. I

%, .b .s SN 77 7c Ne z. , . /. 7 f'l.,yh ~'.,9 ;

&. 7h/75 9G4NE E R4NG DI$PO SeTaO N

13. E NG tNE E RING O t5PO5aTIO N RESU LTS:

3EitGN CH ANGE REQ.JaRED .. -

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NONCONFORMANCE REPOR1

2. Da A wsHG/P AL T NO T. PH M AICT NO.

_ _h g ,, 2 313 '

l 6.E V. 3- # E H T C. /(l4 OATE 25. DISPOISTISH CVNCUR RE NCE

_ Spe_g._]220-M-2 04 '

3 07220 w hA.' Moray / 7/10 / 75 l

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_b)_ Heat _#_45.4077 & 480919_ N/A N/A I u .....

.,yRojyyggg.16T76

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.. CO N T R.C TO R, LOC A T .O N .. ,5ME g) v.:5 .T. SOURCE /*/"e" *i" " '"*"* f'/

Sandvik Steel Inc./Clarks Summit _, Pa. .T E M ON3 Vendor ' 'h h h A h_2 ' / [ [ -) 3 - 6 18 ROU T6MG SNST H UC T60NS.

QHOUT E TO FaELO ENGINE E H 4NG O aou'c to ~ ^ '< H'a' 5uac a V'5a a /

09 NONCONFORMeNG CONDef EON.

Specification _J_220_-U-204 and Pure tase Order _7220-F-10576 and 7220-F-10383 require vendor to

, furnish material in accordance with Spec. 7220-G-23 Rav. 4 and use form G-321-D to transmit documentation. Spec.

7220-C-23 requires the vendor to have a Quality Assurance Program and form G-321-D requires vendor to submit a Qualit_y Assurance Manual. Spec. 7220-C-23 Appendix 1 states in part, "Bechtel will evaluate the description of the

_ quality Assurance Program to determine its acceptabilLty. An acceptable Quality Assurance Program is a mandatory req uiremen t for placing an order". Contrary to the above an accepted Quality Assurance Manual is not available

20. O FsELD Oa5POSITeON QFIE LD R E COMME ND A T3ONtHOUT E TO PHO AEC T ENGtNE E NING 20 FIELD D45PO5tTaON RESULT S Co:'. tin ued Previous review and audit of Sandvik Steel Inc./Clarks Summit _, Pa. for approval

_and_qualif_ iga _t_i_on_to_the approved ASME materials and manufacturers list was considered sufficient for QA approval. Subsequent interpretation of Spec. 7220-G-23. Rev. 4 has required additional evaluation. A " controlled copy" of Sandvik's OA has been transmitted for review by Project Ennineeri_pc. _ F.' h -/ P W

22. E N G 6h E E R SNG Da5PO 5t f eO N 2 3. E reGeNE E RING Oe5PO5sT ION R E SULT S.

Sandvik Steel quality Assurance Manual has been reviewed. Comments resulting i L, .I I[ ' 7 . 3 / _:/ -

f recLthis_ review vere _transmitud_by_BEEC-82Lda ted_ July._21,_lSIL Engineering

'l ~ l / / N. v. - '

f recocmends that these review comments be resolved an3/or closed out. This action N (i! .V e l' , ' '

by thu Field will complete documentation requirement s and will clear the NCR. I

['h'If ~70tc, 9h'S/76 -wis 24 05 DEstGN CH ANGE HC AtHED NO ' '" ^ *' $ $' '" ' ANC # #

, }g LJ V ES. SEE ATT ACNEOs y ,,. e g #

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=

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NONCONFORIV ANCE REPORT (CONT'D) . . ,m c _3_m ,0 ,,, ,, ,, , ,_31g

___ Block _20_C:n tinuede Auxiliary Building fuel pool leak chase system between approximately Elev. 606' and Elev. 614' to be stored in place based upon the following:

a.

Tlje pip.i.ng is to be mounted by means so :hac_ it can easily be removed if necessary. .

b.

Supplier documentation is on site statin,; that the material is in compliance with___the requirements oflhearocuremen t documen ts.

c.

Storage in place is required to allow re.iated construction activities to continue on schedule .

___Cp_ncretei_embedment_of_the_su_bject_ piping _is on hold until this NCR is resolved. - ,

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9 NONCONFORMANCE REPORT * ' ' ' " ' " "

2. o M A weNG /P A R T NO.

Jp_e c . 7220-C-210 j mE v.

4 T. PR OJE CT NO.

07220

-_J/g

/ e[OMM e2 h l 2lDATEbC-g

• I = - 320

25. De%POS#T sO p= Co peC U R M E NC E

3. 8 TEM DE SCRsPieON . . . 8 STE M LOC AT40 N L.R. Albert (8/6/75 "-"- "'"' ""~

Q; "*

0 3. v 4Le E Q 'S V E DATE ,

P l an t_ Area Fi l l

4. sE R s A L NuM e.E R J6_Ft.__HILof._ Aux._ Bldg. E1.

s. sv asivuP sTst EM NO.

594.5 / (74 ,,

I .N'b'73 ns.REPL EMEeTPART o *=*ect .a==**="*

_N/A

5. PuMCN ASE ORDER NO ffLA 9 0. OC F sE LO INSPE CT13 N PL A N PeO.

N/A S o. REPLACEMEN T SE RG AL NO.

l' R EIhv.

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(. '_; ,

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• _N/_A

s. CON T R ACT ORitoC A T ION C-210-4-48 Rev. O N/A **"

so.AsME Q vEs e r. source / f* " " "* " * -*-".*/

_C an onic C on s t. . _Cohlis!1sm deli.q h .

. eT E M f 3 NO Subcon t rac tor e s NOut seeG eN sruuC T EON s.

gwouTE TO r ELD ENGaNEE neNG Q ROUTE TO M A TEne AL suPEnvasOR 9 9. NuhCONF ORMsNG CONDeT ION.

Section 13.6 of Spec._ 7220-C-210 Rev. 4 requires moisture control of plant area material to con form to Section 12.6 of the same specificaticn which states in part that materials shall have a moisture content within two percentage points of optimum moisture. Contrary to the above, a soil test identified as MD-202 on US Testings Report No. UST-JL-21 dated 7/9/75 indicates the moisture content of the material to be 2.9%_ below optimum. Nonconformance noted during_ review of QC records. "Q" Lis t No. 1.002.

20 Q fee LD De%PO5ef EON FaE LD RECOMMEND AT EON /RO TE TO *ROJECT LeeG6NEEHeNG 2 8. PIE LD DISPO5ef oome RE$uLTS:

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2 3. ENGEPeE E RepeG CesPOS8T EON RE5ubT 5:

_._Sased unon <atisfactorv connaction, as evidenced by thelattacherrt,est reports,

._laniaa.-h" rec c rac_nd s_ use as is. 8[ g..y-fu ' ,

-_ y}* h W Yf

24. $$ DESIG N CN AfeGC NEOueH E D O 2 . R E JECT E D M A TE RI A L D*5PO SIT SON o .E.. E E m ACNEDs .. ....

O ===='* ==**6*= 2i ACCEPTANCE. p,. - .

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m COMPACTED FILL DENSITY TEST REPORT IICR 324 2 of 3 'Y' 8-"I I' ^ "--

QC ACCEPTAt4CE DA'

/(.: (! .m*'.

COr4 I ROL tv0. FILE

1. PROJECT NO. 7220 2.DATE 7-9-75 PAGE 1 OF 1 i

! 4. SPEC. NO_ 7220-C-208 5 dim;N;qg< Area: P1 ant Area p, s. ~ ~ s. TESTED WEEK OF _

9. ~~.

1o i t. '12. 13. 14.

is. 16.

DEPTH 17. la. 1s.

DATE TEST TEST. ELEV. IN PLACE ED LOCATION 8EL0 ' MOISTU 1- IN PLACE DRY MAX. L AB. ORY

.TAKEN NO* OF WET PERCENT BY p , CON TEA T DENSITY SOIL CLASS!FICATION DENSITY E *.* A R KS TEST " COP.*PACTION GRADE (LB'/C' '

(LD s'C f.) RBh3 MD# (F T.)

BMP OMC- Zonc PW 16 'E. 5. 6 li ne  ;

[-8-75 201 JK 18_'R. A line 593i g

121.0 18_.O 102.5 170 16.7 2 111.4 92 Fail 202 14'E. 8.7 1i'ne m 3.61N .__A_.line_L5 9_4_ l5 - FA /4 f*!,0?

11;' E. 5. 6 li'ne 125._0__ 118)109.8

' 99 Fm e afE r

203 15'N..A line 593 -

126.2 16.2 108.6 - - e r Cleart

_ 96 Pass am on' i

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1. PROJECT NO. 7120 2.DATE 8/7/75 PAGE I _ OF

4. SPEC. NO. 7220-C-208 5. DRAWING NO. Area: Plant Aren N/A

6. TESTED WEEK OF y, 8. 9. 10. 11. 12. 13. 14. 15. Ib. II. 18. 19.

T E ST- ELEV. DEPTH IN PLACE DATE TEST BE O MOISTURE IN PLACE ORY MAX. L AB. ORY TAKEN NO" ED LOCATION OF WET CC NTENT DENSITY DENSITY PERCENT BY ppa SOIL CLASSIFICATION R EM ATs TEST DENSITY (%) (LB./C.F.) ( L B./C.F .) COMPACTION MDJ GR, E (LB /C.F.) BMP OMC ZONE JK 18'H.A line Clea 7/15/7S 2 01 PU 15_'IG 4 595.5 - 129.0 17.3 110.0 170 16.7 1 '111.4 99 3, as s MD 1 12'E 6.6 lir.e .

7/16/ 7li 210 Pil 36'N.A line 596 -

116.5 14.2 102.0 211 13.3 1 104.6 98 Pass PW 35'E 8.7 lir e 7/18/7S 211 JK 15'U.A linel598 -

128.5 13.1 113.6 200 13.4 1 118.1 96 Pass PU 8'E 7.4 lino 7/7/75 196- JK 18'N.A line 592,5 --

124.0 15.9 107.0 170 16.7 2 111.4 96 Pass Pil 22'E 8.7 line 7/7/75 197: JK CLA line 593.5 -

127.3 16.1 109.6 170 16.7 2 111.4 98 Pass g f 9$

20. PR E Y IS.gnaturel O 'I '!

• V (4 [.fi 6 O !.'

DATE btId ~

10302 f 3 73)b ) U g21. RESPONSIBLE ENGINEER _

j r }/ ff / 7 / S d ]

3

, ,pg.rl i

NONCONFORMANCE REPORT

"]' "h7f

1. sm m N G fPu r N 3.

, [J j RCv. 1. rRO,E CT NO.

/. c R E Pp ,,D ., f"' ;o.TE n. o,sPos.r.ON CONCUR.E NC E

.Spe cifica tion _1f-201 l 5 07220 -

3 e T E M DESCRIPTsON . . . 3 . aT E M LOC A T IO N

• R.

-i A.jMoray . 0/1/75 I DATE l'" " "'"' ""~

""""l""

S/S Pipe & Fittings Q. C. ;!cid Arecigfr. { L8D ATED a .

k-I'7I

4. SERI AL NuMBE R

9. ST A RTUP S Y STE M NO. 8' e..

[/Y_c RE PL A CEMEN T P A 3 See attached shipping list 5 -W .

N/A /

y N/A NO, I

RE W. Po sse C T * *s te

• m6ete e m 8.Te t

' AM"1"e*JI8 Ell'"/731/75 by R "'"'"'**"'"'

_7220-M-ll5

.. CO N1 R.CT O R, Rev. 2 . A . pid t"aV H-115-R-4 '"'" " "" Rev "'.1 N/A "*'"'**"*******"*

'~

OC A v.ON i.. -E g)was ... source

_li W Kellogg/Rilliamsparc.e fa. in -

O at _ Vendor-S t. ROUT 8NG $NST R UCieONSe ROUTE TO FaELD ENGSNEER8NG O aourE To aaTEa'a'sueEavasoa 89 NONCONFONMING CONOsTeON:

Stainless Steel Pipe and Fittings as shown on Shipping List 5-W appear to be excess material M. W. Kellogg had lef t over af ter completing fabrication of Reactor Building Spray Systect. Unit #2

1. It is indeterminate whether this material should be ASME III Nuclear Class 1, 2, or 3.

2. It is indeterminate whether this material is for Reactor Building Spray System Unit #2 or for general use.

3. The material Requisition calls for Shop Inspection. It is indeterminate whether Engineering requires Shop Inspection for this nonfabricated material. If Shop Inspection is required:

22. Q F6E LD D6%PO5tTION Continued.

Or'E'o aEco==Eaoa r'oataouTE vo eoeEcr EaciaEE aiac a'. nE'o o'5"os'rica aEsu'rs

12. E NG4N E E N 4NG DISPO 5ti SON e

2 3. ENGtN EE RING De$PO5ef EON RE5 ULT 52

24. es oEseGN CH ANGC NEQuaHED ONO O vEs. sEE arvaCNED. o.....

DR A wtNG REV. oCa .e. ...e.

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tycg 3xo THE AM. W. KELLOGG COMPANY DIV1SION OF PULLMAN INCORPORATED REMIT TO: h. .

THE M.W. KELLOGG COMPANY 4 PlPihG FR3DIC AT10m - tit LLi &wSPoaf FL AN T P .O. BOX 1007 i so ,s se phone 117 323 199) . elLLIAusPORT. P A. 17701 *

• i "'R ORDER NO. CUSTOMER'S ORDER NO.

INVOICE NO.

% ( )N-8007 7220-M-115-AC DATE OF INV0lCE PAGE b [

F.O.B.

• r- I, TERMS SOLO TO PACKING LIST No. 5-W DAfE SHIPPED 7-16-75 SHIPPED BY The M. 11 Kellogg Co:.pany SallPPED FROM Williamsport, PA 17701 CONSIGNED AS 2 bd1 (of 12 pes)S/S Pipe 1 box S/S Pipe Fittings Bechtel Power Corporation SHIPPED c/o Consu=ers Power Company CHARGES PREPAID l Mi'dland, MI 48640 WEIGHT 2,880 lbs

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ROUTE Eastern Express CAR NUMBER k I

ITEM PCS. MARK NO.OR FOOTAGE DESCRIPTION UNIT PRICE TOTAL PI' Page: 2 bdis (of ik pes) S/S Pipe 115 6 2-8 141'5-7/8" / 4" S/40 SMLS S/S Pipe (PO 1, It 2, Ht # ,

775162) (A312-T304) r-

\p Lengths - 23'3\". 23'9-3/4". "M'9-?/n= l t

g ' '/ 23'8-3/8", 23'11=3/8" and 23'6\"

116 6 2-8 140'8-7/8" 3" S/40 SMLS S/S Pipe (PO 1, It 3) (A312-T304)

Lengths - 24'8-7/8" = Ht #738367'

~

23'0-1/8" = Ht #738771 25'0" - Et #738367' 22'9h" = Ht #738771 5 20'4-3/4" = Ht #738367'.

24'9-5/8" = Ht #738771' Pages 1 box S/S Pi ? e Fittings 110 4 2-8 4" S/40 SMLS 900 LR 11. -Ell (PO 4, It 6, 111 4 Ht #JBXS) (A403-WP304)

! 6" S/40 SMLS 90 LR 11. Ell (PO 4, It 5, 112 1 Ht #JBHG) (A403-WP304) 8" S/40 SMLS Strt Tee (PO 4 113 1

~ D!PR) (A403 L ' 04) - IC A 3/c), It 14, Ht # { j

• 8" $ f.

o i x 6" S/40 SMLS Conc 11 Red (PO 4 , It 19 7 Ht #JAUL) (A403 ~ ~ ) Til' @} V/, * \d* g t' 114 -5 5 ,jh g 'T '

1" 3000# Threadole'$s i EO 3, It 21, Ht #

• l J373) (7.212 2004) 0 .,3 d ,,3 4fl*7'WV b; V  ;

N \ j

( ;f V l NOTE: Titree (3) Copies of flill Test Hcports attached to Packing List  !

to accomphny the shipment. '

_a . - - --

4 t . PAG 3 8 9 5' NC3 N 3' NONCONFORMANCE REPORT 1

2. oM A..NG,P A R T NO.

E' 3?1 j RE v.

,. Puo,ECr NO.

4sjRtOgusgv g ;oATE 2 3. D.5POS.T ON CO NCuR R ENCE

_ Spec. 7220-C-230 5 07220 L. R. Albert 8/4/75 ""*-- " ' ' ' " " " " ' """" **

3. $T E M DESCR4PTION ... s. STEM LOC A TsON 83. TEDeV -

3 DATE LJ _

_Concreta cone _ #1 n EM [ 'Y

e. u R. A N uM.ER Pl ncemen t C(622.25.)5.

5. 5T AR1U,5v5 TEM NO. R ycACEMENT PAR 7 N7 j REv. -...u ~ ~. -..-... -

N/A N/A N/A I . . . , , , , , , , , , , , , , , . . ,

9. PURCH ASE ORDER NO. le. QC F8E LD INSPECTION PLA N NO. S t. RE PLACEMENT SE R f AL NO.

_N/A

e. CONTR ACTORiLOC AT ON c-231-3-539 _

N/A " * * * " " " * * * " * ' " " " ""

...ASME o vES ir. SOURCE CODE , , , , , , , , , , , , , , , , , , , , ,,,,

_C,hampiom _Inc.

_ .T E M G NO __ Subcontractor

18. ROU Y tNG SNS T R UC T ION 5s Q ROUTE TO FIELD ENGINEERING h ROUTE TO M ATERI AL 5UPERVe50R 9 0. NONCONFORMING CONDITION:

Spec. 7220-C-230 Rev. 5 requires in Section 11.2 that concrete placed in thick sections has a maximum temperature of 75 degrees _with the average temperature of the concrete tested being less than 70 degrees.

Contrary to the above, a temperature taken at the end of the pumpline of concrete delivered on Ticket # 05715 was 78 degrees. Nonconformance noteif during normal QC Surveillance. "Q" List No. is 1.105. //g Ng,. , , g..x Af,.34,o (A'.d- .

~

29. Q pee LD Dl5PO5a f SON OFIELD RECOM MEND ATION/ ROUTE TO PROJEC f ENG6NEERING 2 5. FIELD D45POSITsON R ESULT5s Y

me

22. ENGtNE E R4NG D85PO5tTION 3 3. ENG 8NEER4NG C.05PO50TEON RESULTS:

23. 85 DE54GN CH ANGE HEQUaHED * * " ' " " " " ' ' ' " " " ' " U"~""~~~

O NO ' ' " " * " "

Q.ca..

O v E5. SEE ATTACNED. .. . .. ...s .-... ....

Dil A WG NG pg v. DC84 Aw vs.oe saa e e-o.s c soe .,,,

ffEC NE V. A DO.

9,198 s Whate Copy - Originatcr QC G 3-2 Canary Copy - Field Engineer Pink Copy - POAE Goldenrod Copy - OC

NONCONFORMANCE REPORT

.- - ~ ....- u ..

,, 1 "" 352

2. DN A WlNGs P A R T NO R E W. T. PH OJE C T NO. t h.ff E BRTE YYgY lDATE 25. DtSPOS4 TION CONCURRENCE

__ Spec, 7220-C-230 5 07220 L. R. Albert

..I 8/4/75 "'*" """ """ " * " " **"

2. A T E M OE SC R tPTIO N S. IT EM LOC ATION A I TE *

, $ TED BY /

Concrete C. 5E RI A L N UM B E R Cont. #1 Placement C(622.2 5

9. ST AR T UP SYSTE M NO.

la 3F D7 PLACE M EN T PAR T H

'NR E V. ***8ee' Pea 6es..*.es. ease

_N/A

5. PURCH ASE ORDE R NO.

_N/A l/ N/A v f . . . . . . . . . . . . . ..v.

le. QC FILLD INSPECTBON PLAN NO. 3 6. RE PLA C E M E N T SE RI A L NO.

__N/A C-2J1-3-119 NfA " * ' " ' * " * " " ' ' " * " " *""

e. CON T R A C ToRiLOC A T ION i.ASME o yE5 n. SOURCE CODE , , , , , , , , , , , , , , , , , , , ,

_. Champion,_Inc. --

O "o SuhrontraCCRT*

3 8. ROU TING $NST R UCT TONS QOUT E TO F 6 ELD ENGIN EEMIN(, C ROUTE TO M AT E R 8 AL SUPER VISO R 5 9. HONCONFORMING CONDIT40N Section 9.1.5 of Spec. 7220-C-230 Rev. 5 states in part that,"The total air content of the concrete, as measured at the point of placement, shal.1 be not less than three percent nor more than six percent of the con _ crete by volume". Contrary to the above; an airjest representing concrete delivered on Ticket # 05691, taken at the end of the pumpline on Placement C(622.25)a' indicated an air content of 2.6% Nonconformance noted durins normal QC Surveillance. "0" List No. is 1.105. fvb /4, z o 7 , .g A u fs r> C M . % d

20. O FIELO 045PO5tisON 2 9. FI2LO DISPO54780N RESULT 54 QFtELO RECOMMEND ATBON/ ROUTE TO PROJE.:T ENGINEERING 2 2. L N GIN E E RING D45PO 58 T SON 2 3. ENG IN E ERlNG Of 5PO54TSON RESULT S.

s 24.15 DESIGN CN ANGE H EQUIHED Ow " ' " ' ' ' ' ' ' " ^ ' ' " ' ' ' ' ' ' ' " ' "

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

O .c.

"'*C^*'^"C' O v ES. 5EE ATr ACHED. . . . , , . . ,

.. ...o. ,,,,

OR AW8NG R E V. DCN _

Anetsee.sase essass cwo. ..,e (PEC REV. ADD-

$1094 Wh to copy - Originator Q C <. 3 2 Canary C,opy - F sold Engineer Pink Copy - PQAE Goldenrod Copy - oC Os @) O u

. _ _ _ . e I

Z. / _

NONCONFORMANCE REPORT

. .._ 8_ayb .d. __

or 1 323 is. oN A wsNG, PAR T NO j RE v. p. PRO,E C T NO.

ie}REeOfpEpav //f. [._ jDATE 2s. DesPOs4TsON CONCunRENCE

__7220-M-22

3. IT E M DESCRIPf EON .

5 07220 S. ST EM LOC AT4ON g I3 A. Moray A L O A T E L.h a v

/' i 8/5/75 3

TE

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

2 Reactor Building Crane Mo

o. sE R AL Numet R to rs WilSE

9. sT AR tup svsTE M NO.

gg, y , ,c/ l [-7[I e....e,.s6....== ==ve

'q/frEPLACEuCNT PARY NO. j REv.

!-n-51 HlA / N/A l -

^

i!....... [ .

c. PunCN AsE ORDER NO iO. OC PaELD 8NSPECT00N PLAN NO. 5 6. REPLACEMENT SERG AL NO. Q(A 2? 7)__.,

7220:M-92 N/A N/A *,~ d* * ' * ** *~ = a u-'y

~*

e. CO N T R A CTO R< LOC A T ON si. ME O vEs '* sOuaEE t J9 4.f3 sf rM II Nn _ Construction ROu teNG INST R UCTIONS. HOUTE TO P4ELO ENGINEERING Q ROUTE TO M A T ERI AL SUPE R VISOR 9 9. N 3NCON PORMING CONDeT4WN Stor_ age Requirements Form F-1-193 Rev. O requires shaf t of motors to be rotated every ninety (90) days. Contrary to the above the motor shaf ts on the two Reactor Building Crane Motors were not rotated af ter ninety (90) days, but we.re rotated af ter one hundred twenty .(120) days. Unit #1. "Q" No. 4.001. Nonconformance

/ [:// h,g gg),; , f

~

noted during maintenar ce inspection of motors.

~ '

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20. M P 6 ELD D85PO54 TION QPtELO RECOMMEND A T40Nf ROUT E TO PROJE :T ENGINE EHtNG 28. PtELD DISPO5f 740N RESULTS:

-_Storngo instructino F-1-193,_P$v. O was_ prepared _pthr_fo receipt of vendor storaget _ .

r, r;tni rnr-nn t inStru;tions which states that motors have been prepared for long term f,.tEc- /

n mi da nar_ require shaft rotation. F-1-193 will be revised to delete this require-mnt - M , - Y

22. ENGONEE R eNG DISPO54 TION b Wh { ~ e . 2.77.7 2 3. ENGIN E E RING D45PO$aTION R E$uLTs a

se. as DEssGN CH ANGE REQulHED **

O NO

O.<=..

O v Es. sEE A TTACNED. .. .... ... ...... ....

OR AW4NG REV. OCN

.w w.so.eas e e.ses c ue. e.es (PEC REV. ADD.

91098-5 Wnite Copy - Originator QC435 Canary Copy - F6 eld Engineer Pink Copy - PQAE Goldenrod Copy - OC j _ _ . _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ .-

o o

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-4 s

#^ " ' ' " " "

NONCONFORMANCE REPOR r s _

~

Afg / . g/pL Os * = 3_ "324

2. c a . .. G, P a R T e.O jr Ev. T. PA 04ECT NO. 4 2 f*wycMe 6 t i.f 25. DISPOSITeOM CONCUR RE NC E

,OATE

_S.pe_c . 7220-C-210 4 07220 L.R. Albert 6/6/75 " ~ ' " " ' ' " " ' ' ' ~ '"* " " "'

3. TE M OESCR PT ON . . . .. iT E M LOC A T,0N . 3. v A L. T.  ;- i onE , .

.P1 ant __ Area M11

4. SE R $ A L NUM BE R 16]t . NE_of A m. Ridg,_EL_314.5 Ilb.y%. .!F O 73

9. ST ANTUP SYST E M NO. g5.REPL EMENT PAN T **osec,. esso s=eemsee oa's I' R E V.

_sa S. PuMC H ASE OMDE R NO NLA NA I ...,u ,. ..... ....

3 0. QC F f ELD eNSPEC TtON PL AN NO. 3 6. RE PLACEMEN T SERI AL NO.

.,MA C-210-4-48 Rev. O __ N/A ****"********"* **

.. CON T C TO., LOC A T.O ~ ...A5ME O us . T. SOooCE Canonic ConstE Cot /.Midlpad/}!(sh. .Y E M O_ e e ___ Sub con tra c to r S t. ROU T 0NG 6ee57 R uCT SON 5 RO UT E TO F 4E LD E NG4N EEMING O aou's 'o -a'sa'a'suec a v'so a 9 9. NONCO ce F O H MING CO N C O T 40 N r Section 13.6 of Spec. 7220-C-21Q Rev. 4 requires moisture control of plant area material to conform to Section 12.6 of the same spe'cification which states in part that materials shall have a croisture content within two percentage points of optimum moist ure. Contrary to the above, a soil test identified as MD-202 on US Testings Report No. UST-JL-21 dated 7/9/75 indicates the moisture content of the material to be 2.9*' below optimum. Nonconformance noted during resiew of QC records. "Q" Lis t No. 1.002.

20 Q F8 ELD DISPO5ef SON FIE LD H E COMM E N'3 A T IO N/HO 3 E TO pre) JECT ENG4NEERING 2 9. FIE LO Os5PO54 TION Rt.5 ULT 5; {

}Ukd6h' a-c2&ef Edf -mmcmenA4.4 flaaLV A le ~n1%d4 ' miaE,f 4 d%

i LL; -

,, f w e ?-75

22. E NGINE E M BeeG Ds5Posa f SON 28 ENG BNE E RING OISPO5tTION RESULT 5 9

24 e5 oE5eGN CN Ar GE REcuswEu D e.O " "'c "^" "'5" 5 " " *^cc^"cc U

o ".<' "..""** " ~"**

O v E5. SEE AYT ACNE o. . . . . , , , ,,......., ,,,,

OR A W$NG R E V. DCN asse ee..seens.acrom ..,a SPEC REV. ADD 5 00 e e-I White copy - Orig.nator QC Ga 2 Cenary Copy - F eeld E ngineer Pink Copy - PQAE Caldenrod Copy - OC e3 a - - - - - -- - - - - - - - - - - _ - - - - - - - -

e u9 a

.e

= = = -

. . _ . . _ ~ .

I,.-Q* . COMPACTED FILL DENSITY TEST REPORT llCR 324 2 ef 3 3(d'fgjp;'j' c ,

{6 w/ /G (

. Cord T ROL r40.

1. PRCJECT NO. 7220 2.DATE 7-9-75 ,,cy 1 g.

1. SPEC. NO. 7220-C-208 s. dWW4&NKg Area: Plant Area y, 8. 9. 10.

6. TESTED WEEK OF

!!. 12. AJ. 14 15. 16. 11 DATE TEST TEST. ELEV. # IN PLACE

15. L9.

ED LOCATION OF O O# MOISTURE IN PLACE ORY MAX. L AB DRY TAKEN NO. p WET COMTENT DENSITY PERCENT BY TEST SOIL CLASSIFICATION DENSITY REMA:

• GRADE COMPACTIO?.

MDif (F T.) (L a ' 'C'F '

BbfP OMC Zonc 7-8-75 201 PW i16 'E. 5. 6 lyne JK 1 RlL A l i ne_.5.9 3 -

121 0 13.,0 102.5 1 10 16.7 2 111.4 92 202 14'E. 8.7 1'ne Fail 362R.._A line 594.5 - 125.0 I'l*l.3) 109.8 FA /4 0 11' E. 5.6 lyne " 99 Pm>- >

203 15 'N. A line ! 59 3 -

126.2 L6.2 108.6 - ' Ci 96 Pass sr e

UST JL -21 __.

g

......, # 2- 1 oATE ),E, PONS,,L,,,,,,,,, - g 4,,,,

' c ^ccc"T^CE

.- COMPACTED FILL DENSITY TEST REPORT flCR 324 3 of 3 con T act. r:o. T

1. PROJECT No.  ??20 2.DATE 8/7/75 PAGE 1 OF _

4. SPEC. NO. 7220-C-208 5. DRAWING NO. Area: Plant Area 6. TESTED WEEK Or N/A g, 37, gg, g,

7. 8. 9. 10. 11. 12. 13. 14 }$,

ELEV. DEPTH IN PLACE AX. L AB. ORY DATE TEST TEST. g MOI iTUR E IN PLACE DRY LOCATION E CO ENT DE SIT SOIL CLASSIFICATION DE S' EMARK TAKEN NO F

F AL gCF) CO IPA ON MD, g p y,, (LB./C.F.) Bl1P O!!C ZONE JK 18'N.A line Pass Clear

_2115/E 20] PW 15'W.7.4 595.5 -

129.0 17.3 110.0 170 16.7 1 111.4 99 MD 2C 12'E 6.6 lir.c 7/16/7S 210. PU 36'II.A line 596 -

116.5 14.2 102.0 211 13.3 1 104.6 98 Pass PW 35'E 8.7 line 7/18/75 211 JK 15'!!.A line i S98 -

128.5 13.1 11;). 6 200 13.4 1 118.1 96 Pass PW 8'E 7.4 linc 7/7/75 196 JK 18'N.A line 592.5 -

124.0 15.9 107.0 170 16.7 2 111.4 96 Pass PW 22'E 8.7 line 7/7/75 197; JK C gA line 593.5 -

127.3 26.1 109.6 170 16.7 2 111.4 98 Pass 4

e g ,,,

o.m we ay l

n e< v w nro. e o,rs g,,4 v _ 3, neSgoyS,,te cyc,yse, _f.y. gggj 20 PnEl yS.oo.,,o,,, _

i e , ., , , . . > , s .

. e

[ _ _

^""' "'"'""*

NONCONFORMANCE REPORT

_._ -arw OP 1 325 j

g SR A WING /PA RT NO. 3REV. 7. PR OJ E C T N O. 12. H EsCR rEO av d D TE 25. OtSPOSITION CONCUR RENCE Sp c, 7220-C-208 IT!!M D'tSCC8PTION

!4 7220

4. IT EM LOC ATION TN/

I, gf I

I DATE 5

""" '" ~ " ' ' ' ' " " ' " "" " "

• if TED BY /

Comprassive_ Strength cylinders TastingJab ' !N7'7b, EEZ8 AL NUMBER 9. ST AR TUP SYSTE M NO. -

T NO.

3 R E V. emoss c, r es to a sse =.se om,E l

lS t Nn, 581 L . 44EPLACEMENT P . I JM _NA l ..o,.c,...... o...

UJCN A'iE O RDE R NO. 10. QC FtELD $NSPECTION PLA N NO. 6. REPL A CEM E NT SERI AL NO.

pA C-208-1-94,_Rev. O _NA ONT11 ACTG R/ LOC ATION 39.ASME O vas '- souace

__,___ om D. S. Testing Co., Midland , ITEM KINO Subcontractor

. R MUT 4NG INSTRUCT 80NSs Q ROUTE TO FsELD ENGINEERING O anuTE TO M ATER AL SuPERv SOR

. NONCONFORM ANG CONDITf 0N1 Sp*c. 7220-C-208. Rev. 4 in Section 7.3.2, requires that comprensive strength cylinders be maintained at a emp;rature of 60* to 80* prior to stripping. Contrary to the ribove U. S. Testing Report No. UST AU 13@7 indicates th9t Cylinder Set No. 581 molded @ 1500 hrs. on 7/29/75, was initially cured at temperatures ranging from 70* to 84*. _

C n-Conformance noted during QC review of test reports. "Q" Lint No. 1.205. /Jo //f3g o , ,, g g gppz ,, o ,

f,2M/ W f.h / 3

, "l 'l =~ 7

] PIELD DISPOSITION OPIELD RECOMMEND ATION/ ROUTE TO PROJECT El N EE RING 21. PIELD DISPOSITION R ESULTS: -

. ENG 6H E E RING DeSPOSIT SON 2 3. ENGIN EE RING DISPOSITION R ESU LTS 33 den:2N CN ANGC REQUIRED O NO * * " " " " " ^ " " **"'" U""""~ ~ * ' " " " ' " "

C)oc=ap O vES. SEE Arr ACNEo. ,,,,,,,, ,,. ....., ,,,,

^

AWING REV. DCN ^

avvmonisso eases crom o gs E C. - R E V. ADD-

• • i (Oh

~

AN nDICIMATOD Li a c-* *-

. _ - - ~

7

,_ ___YAta _ __P '?

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

• NONCONFORMANCE REPORT er 1 326 2 D ra A /. s hme%>. s ili: V. 7. PH OJECT NO. grZ'"M d T b SY -

3 DATE , 25. D 8SPO51T ION CTE NCU H R ENCE

"" ~" "

C-280 ll & 2 7220 __jf](/fd Y '?-// ^73 " " * ' ~

}' "

3. ITEM DESCR 8PTION S. 4 TEM LOC ATION 1 h t TED BY / DATE f Reinforcing Steel Aux. Bldg. "Hk" Line Wall / w - !f'll*73 9/1/8 [la fI < M 9. <. h/ oa f e[

C. ZE R S A L N UMGCR 9. ST A RTUP S YSTEM NO. . AEPLACEMENT PART N ~. ' R EV. OasCTForLDE*aert e .

N/A N/A N/A I

o ..

S. PURCN ASE ORDER No. 14. REPLACEMENT SERS AL NO. [

y[ ==

.f N/A to. QC 2FIELD

-C-221 331 "ev.  ;

INSPECTION ypPLAN N/A NO. h ' " " ' ' ' * " " " * ' " * " "'"

6. CV N T;i ACTO R/ LOC ATtO N 33.ASME O ves i7.souaCs [

• ' ___mm_ _

N/A E 00 NO Cor.struction 9 8. ROUTING GNST R UCTION S; ROUTE TO F8CLD ENGINEERING Q ROUTE TO M ATERI AL SUPERVISOR SC. N4NCONFOR MING CONO6 TION s Drawing C-280 Detail l calls for bundles of 2 #6 ties 0 6" around the pipe tunnel. Contrary to the above. the pipe tunnel between the 7.8 and the 8.6 lines was embedded in concrete with single ties on 6" centers. A total of (42) ties were left out.

Nonconformance noted during QC preplacement inspection of the similar placement between 5.3 & 4.6 lines.

Q Number 1.203 2 Hold Tags Applied.

20. O ric'o oiseos'T'on GF8CLD RECOMMEND ATION/ ROUTE TO PROJt:CT ENGIN EERING 21. FIELD DISPOSITION R ESULTS:

O Piold rcquanrn that Prnject Enginnnving ovnlienen onnditinn_nnd navinn T:'inl d i m a,j t'nrrnctinns regttf rnd Pn rho unll in nato n ri nn _ M /f A he

'l' Bh s/? V '

/

22. CNGIN EE RIN G 0 8SPO 51T40N 2 3. ENGIN E E RING DISPOSITION R ESU LTSa A revicts of the "as-built conditions found:

1. The existinn tie reinforcing _{gne #6 @ 6") is adequalf_, .

2. The ncrmal slab reinforcing in the area of the opening provides the required rein- r forcing._cnd_thereforcihe* missing cd-The desien evaluation substantiating /s_e As _

U Ts6 tics'_ahaund_the_rpnning._arenotre Auxijinry P,uildinn calculatlons foudd in the Engineering is contai iSed les.in V27 1

• T gk' .

Vdf th y

N E WMN To SW PPLsE m

21. IS DCS4G N CH ANGC H CQ UIR CD ggo , ,

26. R E.f ECT ED M A TERI A L DISPO SiTIO P/ 27. C AC9EPTANCE /

• v Decear k / / /f Q ._, Q ly t.

O vEs. SEE ATT ACHEo, ,,_,o 3 , _ ,,..' ; - ~ -

< g DR AWlNG, REV. -

.DCN..

.? * ' ' ' * * =

• p . . - - Auveeossaso assses cTom ^ caTa

• '~ '*"

S PI C. - REV. O b. t _ _# .

so n e.n aC..

V') V'1 y ,.,J,.,..'

w1 ORIGINATOR

" ' " ' " ~

NONCONFORMANCE REPORT * ' ' " ^ ' ' '

n. D . . ..N o, .. R T N O.

a ja p-@- f- , . -.

O, 1 327

RE v.

v. raOsE c7 No. .RErowtepav f. ~ ' - lDaTE 2s DiseOsiT ON cONcuRuENcE Spec. 7220-C-38 6 07220 18/14/75 Q

R. A. Moray " - * * " " " " " *"-

3. e TE M DE SC RIPT BON ,, S. ITEM LOC A TION (TE D a v / I DATE 7' -" *A " * * ,

_2_F b ric

.. .E N.a. N M.at.e d

J1E Beams _.

o

.. .T.c_ll.o.i d EAran N Yb d'* / IW

RE.. j ._....... ......

E RT. T.T M NO. .<..

115B5B & 115B7B g .. .cm,E NT ..RT Ny N/A ((/J l C.,

.. .u R c.4. sE O R o. R NO.

._2220-C-38

... Oc r.Ei.D NsrEcT.ON ,L C-38-R-54 N NO. ... R E rL.c E M E NT sE R. L NO.

a{

(f ~

M.. ...

P ...._,

23- / f~~

.. CON T R ac TO R f loc a T ION

___ N/A T

...asME O vas '7 sOuac< /,,',,',",,',,,,',,,",,,,,' ,,,,

Ingall_s_ Iron _ Works /Verona, Pa. .Y E M 00__N, . Vendor 5 8. HOUTeNG SNST R uCTeONS.

ROUTE TO FeELD ENGINEERING Q ROUTE TO M ATERI AL SUPERVISOR

99. NONCONFORMfNG CONDITeON:

RechteLEnginaaring_ approved __ Vendor _ Drawing 7720-c-W32 4-? ahown cur l an gth nf 19 " 'N Ma nr-<- -

115B53 and 115n7 B en hn 2? ' T 3"- Acenni cnr inn th_of._benma ia npprov- 71' Unir #7- "n" Mo- fa 1 101. Mnnenn-formance noted during receipt inspection. Ilold Tags applied.

20.

Q FIELD Ot5POS8TSON QFIELD RECOMMENDATION / ROUTE TO PRO ECT ENGSNEERlNG 21. FIELD DISPO5eTION RESULTS:

-_ Refect.__ The_ referenced _heams are to be returned to el e vendor and replacement beams conforming to the drawing are to be provided. ,

22. ENGINE E R4NG DISPOSIT #ON 2 3. E NG SN EERING DISPOSITION RESULTSt 24 8S DESaGN CH Af4GE HEQusHED 24. REJECTED M AT EI'9 AL DISPOSITION O a . .w =** .. sw b NO 6.. a 2, oc accE,T ANcE O vEs. sEE 4TTacNE D, U*"

Det 4 W4NG RtW. DCN

, awresossa.o e,n ses c,.. ,,,,

SPEC. R E v. ADD.

tcess e wh,te Copy - Originator Q c-G 3-2 Canary Copy - Field Engineer Pink Copy - PQAE e

Goldenrod Copy - QC eJ e) u

.O

NONCONFORMANCE REPORT ' ' " * ' "'"'""

2 D at a h a 'e f, p. 8e r N O 4 H E W. 7. FN OJE C T NO.

82 R E PO N T E D an y ,OATE eP 1 328 2 5. Ol5POf t T 40 N C O N CUN etE PeC E C-238_(Q)

3. IT EM OEsc re4Pi SON

!6 7270

4. e T E M LOC A T sO N A._Joos M R/la/75.

l "'"~ j " ' **

8 3..w A It T E D .V / O TE -

Au;c,_ Bldg. Structural Steel

. 5. R . A L N M .E .

Auxiliary __ Building _ AL1 'N.

. . .T A R T .P . . .T E M N O .

N/A

, PAC.ME,.T P A RT Ng i ... ............. ..... ....

& PURC H A SE O* TOE R NO N/A n/A 'l - . . . . . . . . . . . ....

3 0. QC F 8ELO SN5PECTION PL A N NO. g 4. R E PL A C E M E N T SE RI AL NO.

n20_c-3a G CONTR ACTOMsLOC A rsON

"/6 33.AsME nu ~~*~"~~'--'"- ~~

{} vgs gf.5OURCE

,,,g N/A

.T E M C l__~ O _ Con s truc_t_ ion 9 3. R OU T t N G aNST R UC T eore S. ROUT E TO F eELO E NG ere E ER4NG Q ROUTE TO M A T ER4 A L $UPE H W ESOH 9 9 NONCON F OM MING CONOef SON.

Det ail G_on dra"ing C-238 (0) calls _for 36 ._.3/!*'.'d x B'._ shear _s tuds_to_bc_pravided_by._the field m enlirrn C/_fi 9 nharc the_nl_._6JD '-0" sp. lice . T111s_p_qrtio n o f th e_ column _na s_emb cMcLin_c onc r e t e_pla ceme n t_M61L 'i) b ' w i t h ou t tIic_ Studs.

in_p_lacc.

Nonconforman ce noted_during Field Engineering _ inspection. O #1.201.

3 Tags applo.ed.

20 Q F tE LO Oe57058T 40N QFaC LO RECOMME ND A TION / ROUTE TO .*NOJEC T E NGINE E HING 20 PIE LO Oa5PO5tT EON RE SULT S P_r_oject_ Engineering _to evaluatc_non-conforming _cnnditlan.

22 E NGsN E E NIPeG De5PO5eT ION U "k s V/4/75 # [ 23 ENG SN E E RING Ol5PO5si sO N R E50LTS 24 as DESIGN CH Ar4GE #4EQUle4EO NO '

O v Es. sEE A TT ACNE O, a -- .

ORAwtNG REV. OCN awe-o.es.......co.. ..,.

SPEC REv. ADO

.l seoss s ~"

Whit. Copy - Originatoe GC Ga 2 Canary Copy - Fi.id E ngen..r Pink Copy - PQAE Goldenrod Copy - OC S3 J 69 Q .) y) 00 /

e

- NONCONFORMANCE REPORT , ' ' ' ' " ' "*""*

2. DR a w.Naira R T NO.

T.eRO>eCT u:,

_ . _ . _ _ n _ _ _ _ .. g_ f or 2 329 l RE v. .r e ypG lDsTe 2,. Deseossr,0N CONCUR R ENCe

_Spe_c,_C-230 l 5 07220 s.Connolly,$ 88/19/75 "'" ~~ ' ' " "

oncr te

"~l"'*"" '

c. eR aL Nuu.ER

. ldg A(613. 25) a ' Th *e-f _' f Q [C-6

.. .T R Tu, s T.T E m NO.

Rt,LaEgEuT,.RT m

Q. PuRCN ASE ORDER NO, m nia j REv.

u

.....n ............. ....

8 0 QC FIELD INSPECTION PLAN NO. ........- ... ....

16. REPL AC EM E N T SE RI AL NO.

C-230

e. C-N T R 4 CTO RiLOC a f .O N N/A '"*'"'**""" * * "

ii.as-E o vEs tT.sOvRCE CODE ,,,,,,,, ,,,,,,,,,,,

Champica .Inc. """ O aa 8 3. XOuf eNG ONST R UC TeONS. ROWTE TO FIELD ENG4NEERING

- Ruhcontractor C 40uTE TO M ATERS AL SUPCRV8SOR l'). NO NCON F O R MING CO N D4 7 BON r 1.

Specification C-230 Section 9.1.5 requires concrete to have 3 percent to 6 percent entrained air content.

Contrary to the above 8 cubic yards of concrete Ticket No. 05798 was placed with an air content of 2.3 percent as measured at the end of the concrete pumpline.

2.

Specification C-230 Table 9.1 states that Class 6' concrete has a slump rejection limit of 4 inches.

2x O *'c'o Contrary o'5'o5'nonto the above,8 cubic yards of concrete Ticket No. 05799 was placed with a slump of 5Y'. Continued.

Orac'o ascoaa==aoAvioa/ *ours to racercv taciaceaias = > . *it'o o'5Pos'T'oa a csu'rs

22. ENGSNEE RING DISPO54 TION

23. ENGINE ERING DISPOS 4T TON RC5ubT54

25. 43 DE5sGN CN ANGE REQulHED hNO '

O v Es. sEE ATT ACNEos ' O .c...

D R F. W I N G .e g y. DCN .e....... . . , ,

sPE C. REV. ..,....o...........

ADO. ....

Whit.kopy - Originator Q C<.2 2 Canary Copy - F e.id E ngineer Pink Copy - PQAE Goldenrod Copy - OC

v. L y, _

9 2

3_

y c

3, 8

2 _,,

,_ r e

e o_ ri og n

n 2 __ - taE n

r i dA E a - gl

- i e

riOC

w. OFPO y

p y o yp C -

poyd oCpe C y ot n _

) iterCe h n nd a _

D ai n lo -

1

. WCPG -

5 _

N 0 O 2 _

(C_ < 1 -

T R s i

O_.

P E

N o

R_

E C,, ,

N _, "Q _

A ,

M .

R n .

O u n F r o i

N g t O n c C i e N e p O b s N n s I a -

w t ._

n .

t e s m e e t c a .

6 l h

t P _

C _

e Q .

l i g h n w i r

- d u

d. e d c c u a d n l e i p t t o _

n s n

- o a _

- w e _

C_ c 9 e n 1 t a

- e m r r o

A c o N n f o n f

e c o e c m e n 1

h o 2 R T N s e

. o ci

,P NONCONFORMANCE REPORT - ' ' " " ' "**

3. ir'X A w s NG /P A L T N 9. L E V. T. PR O JE C T N O.

__ - - . . _ e, 2 330

_ Spec. C-230 '

5 07220 11 4E

[W lOATE J./rf.' 4TED SVCdiffollyf/

25. Da5PO5tT40N CONCURRENCE

3. S T E M DESCRIPTsON ,

S. IT E M LOC A TION 8/19/75 " ~ * " " ' " ' " * " * " " ' ' ' ' ***

Concrete lux. Bldg. A(612.5)a' Pour #1 9

-bqTED SV TE ,

4. S E R f A k, N UMBE R

9. ST A RYuP S YSTEM No.

,- [Qlb 75' g

PLACEMENT PART N 'REV. .eessCT pos te e m. ems em

.E/A _N/A d N/A e*Te 5 PU RCH A SE OR DE fg NO. I

00. QC FeELO INSPECT 80N PLAN NO. ,,,,,,,. ..... ....

16. REPL ACEMENT SERSAL NO.

-.C 130 6 CL MI N ACTOM/ LOC ATION

'l C-231-3-561 _

N/A ***a"**='**"-*'-"- ****

39.A5ME O vEs .souacE CODE

_Ch unien_Inc. 'T E a D No __ Subcontractor

$$ ROUTING INST R UCT40NS.

ROU T E TO *aELD ENG8N EERING O aouTE To = ATE +' A'suPEavi5oa

19. MONCON F O R M4NG CONDe f tO N.

Specification C-230 Sect. 9.1.5 requires concrete to have from 3 percent to 6 percent en-trained air at the point of placement.

Con t ra'ry to the above, the following concrete was placed with air contents below 3 percent as measured at the end of the concrete pumpline:

continued on nage 2 __

a O E'o oiSPosiTioN Or*E'o aEco==ENoATioNiaouTE To eaoaE:7 ENGsNEERiNG 2.P ELo Dispos. Tion E5uLTS.

22. E NGIN EE RING DasPOSiT EON 2 3. E NG IN E E R ING D*1 POSIT BON N E SU LT 5.

24. s5 oE5aGN CN ANGE REGu'"E O No * " " " " " " * ' * " " "

O v E5. SEE 4TTACNEo. .. ....

a ".<".." " ~ ~ " "'"^*"""

U OR AwsNG REV. DCN .......... ,,,,

SPEC REV. ADOc nea rmonesse see.s.ve. ,,,,

Whi t a Copy - Originator e C-G 2-a Canary Copy - Field Engineer Pink Copy - PQAE Goldenrod Copy - OC e_ - ---- - - -

% o

. ~ - # b

^

0 -

3 3_

.c .

2_,

- r e

2 e r m e

z a

_-togaE n

id gl A n

E ieOC

~ c.

3 r i OFPO y

_- p

_ y o yp C poyd

_ oCpo

) .

_ c y or

-. D t _

iterCn a

nkn ld e

_ h T' n . _

WCPC aio N E 5

O r 8

6 9 9 9 8 0 _

C i 2 2

. 2 _

(

A 2 2 2 2 T 1 _

R

% s

_ O i P

_ E .

R o _

E _ _ _ N _

C _ _ _ _

N .

A s "Q d "

M R

O F

d8 u

8 8 8 8 n

N C o i

O t C c N e O p N s n .

I

. t o n e

N_ m t 2 3 6 4 e

e4 4 4 P_ c k 7 7 7 5

7 5

7 a

c5 l 5 5 5 5 P i 0 0 0 0 0 T C Q

g n -

i

. r d u e_ d u

q d i

t e

t n o o n c_ e 9 c

] n a

m om r o

N_ f kc o n

o c l n B o a-a J s o

_ _ go

/

NONCONFORMANCE REPORT ' ' ' ' ' ' ' ' ' " * " " -

3. D R A WING /PA R T NO. i R E V. 7. PR O JE C T NO.

32 REPORTEDBV OP .1 331 DATE

_Sp c. C-230

3. 4T2M DESCRIPTION l5 0.7220 Nf dMM l'n/.v/n-

25. DISPOSITeON CONCURRENCE S. GTE M LOC A TaON s I D Con c'rcte Aur. J 1d

s. u sv e A L N uMa E R 9.STARTursv Ecur_# A(611_75) b) V AGQ ATED Dav) ( I' W <'

• U WATC21-7 T E M N O.

is[REPL ACEMENT PART NC REV. P.ess , r ea 6e e.ee.e e.

N/A N/A e.TE Q. PURC N A SE OR DE R NO.

9 0. OC F IE LD ON SPEC T 40N PL A N NO.

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ROUT E TO F RE LO E NGIN E E ff 6NG O aos is t o =^'< a'suPr av'5aa 0,% NONCONFORMING CONDeisON' ASTM C 94 72 Section 6.4 states in part that the accuracy of weighing powdered admixtures shall be within + 3 percent of the required weight. The design weight of fly ash for concrete mix design D-2 is 672 lbs. per 8 cu. yds. batch. On 7/29/75 Batch Tickets #5655 and Batch Ticket #5658 indicated deficiencies in these weights as follows: 6 Ticket #5655 650.Ibs. or 3.3% low and Ticket #565815s. or 3.6% ~ low. Concrete repre-sented by these tickets was placed in Aux. . Bldg. Pour # A(6Ll.75)a'. Nonconformance noted during review of J ych tickets. "Q" Lis t No. 1.205.

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QROUTE TO F4E LD ENGINEE RING ] IfouTE TO M ATERI AL SuPERV850R I3. NONCONFORMSNG COND6TeON 6 Section 9.1.5 of Spec. 7220-C-230 Rev. 5 states in part that the total air content of the concrete as measured at the point of placement shall be not less than 3 percent nor more than 6 percent of the concrete by volume. Contrary to the above air content measured at the end of the pump line on

• Tickets 05848 and 05849 was 2.9 percent and 2.8 percent respectively. This concrete was placed in Pour #A(612.75)a' .

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"' Spec. 7220-C-208 Rev. 5 in Section 9.1.5 requires that the total air content of concrete as measured at the point of placement shall not be less than three percent nor more than six percent of the

_ concrete _by_voln= - _ Contrary _to_the_aho.ve_an_ air _sontent_2f 2.4% was_nefisured at the end of the numn line on concrete represented by Ticket #059 77 placed in Aux. Bldg. wall, Pour A(613.25)c' . Nonconformance noted during routine QC Testing of Concrete. "Q" List No. 1.205. c"x CUAJ

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I 0 l y.n8/15/75 N/A y s71, . . . . . . . . . ., . . m . . g .. ,. p ..... A yx .dland - 07220 Construction a 'e = G. L. RI chardson ! 1 4 QC Records L. Albert - G. DeGe erd ...... u. . ......................... ..... . . . . . . . . Canonie Construction Co.. OA/QC Manual Supplement da ted 07/26/73 ( o s.. .. #;se 1 Section 16-A1: " Lift thickness control - Figure 2. The QA/QC Engineer will determine the lift thickness achieved. Ile will prepare a report from information { i listing . . . lift thickness". l y,. 1.e 'Ihe lif t thickness report (Figure 2) is not being used properly. The form is being used to record the total day placement (several lifts). This results in figures entered in ths lif t thickness colu=n which do not represent the actual lif t thickness and are in con-flict with the subcontractor QA/QC engineers daily rep. ort which indicates acceptable limits. The lift thickness report as presently utilized can be interpreted to indicate ( ( " it thickness in excess of allowabic specification l i mi r e:- vvampla= tre reperte fer, ' (,.,25/75, 8/1/75, 8/8/75 and 8/11/75. This condition exists for 1975 records only. p.,...........

1. Request the subcontractor QA/QC Engineer to utilize available logs and data and correct the lif t thickness reports for 1975 showing actual lif t thicknesses where measured.

2. Assure the subcontractor's QA/QC Engineer utilizes this form properly in the future.

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, g._m..................... l 9) ,,,, /y u QUAUTY AUDIT FINDING ....?63j25-11-1) ... ,,8 /14/ 75 N/A l ) c... . ....... l 7tidland - 07220 Construction O .- .. . G. L. Richardson l 3 4 . F 1 4 OC Records L.AlbertC.DeGee5 i Canonie Cons' t. Co. OA/QC Manual Suoniement dated 07/26/73 l l Srction 16-A4 "When notified by a Bechtel reprensentative that a deficiency exists the QA/QC Engineer will note the time,date, feature, location . . . of de- i ficiency (i.e. f ailing tes t) . He will then notify the Project Manager or his representative and corrective action will be detemined and in-plemented. In the case of a failing test a new test (s) will be perfomed and the results noted. The above infomation . . . will be recorded on a standard fom." ~ Th2 standard fom " Deficiency Ccd2c'c~tive' Actioif Report" ~ is not being utilized for cor-raction of failing tests. Testing records indicate retests have been taken. Examples of failing tests are No's. 206, 212, 217, 211, 218 from the plant fill area. This con-dition exists for 1975 records. (l \ N.s/ 4 . ~ o r, v . . . . , .

1. Request the subcontractor's QA/QC Engineer to utilize, available logs, reports and

~ data t6' prepare Deficiency Corrective Action Reports for failing tests for 1975 and assure proper retesting of all failing tests.

2. Assure proper use of this fom in the future.

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F,. - . _ , . . . . . . . . . . . . . . . . . . . , . . . lD" n u m._u. w n j lbute Ta 7.11s Cony For File 16.'3.6 FMSouthwarth SHilow11 (, q Issue Date Aneust 7. 1973 HWSlar,er CS!;eeley (2) .; Project Midinnd 1 6 ? l CQIlll is TCCooke , , JMilandin C0f!Silm2f3 F0W!f File Title NCR's on Bechtel Ouali? H j Wrilolub .. Control (' x "'. 2.onconformance CLRichardson Report No 0F-52 . wA 1. ..- v 1, This Honconformance Report is 1ssued To: Prepared ByD.c nAd 8 M- Date .Q T Approved B 9 Date M Y'. C Mr. J. P. Connolly Bechtel Project Field Quality Cohtrol M 4U'd. .r Written 16 ply Request [By Date 9-5-75 Engineer Corrective Action Requested By Date 9-5-75 who is responsible for corrective action. Uonconfomance Description and Supporting Details: (1) Specification C-210 Rev. 4 Section 13.6 for plant area backfill and berm mkfill -states " Moisture control of the plant area and bdrm materials shall conform to section 12.6". Under section 12. 6, 12.6.1 states in part that "the water content during compaction shall not be more than two percentage points below optimum moisture content and shall not be more than two percentage points above optimum moisture. content". Contrary to .this requirement, test no. MD202 for plant area fill located 14' east of 8.7 line and 36' north of A line at elevation 594.5 had a moisture content 2.9 below optimum moisture content. Approximately 7 feet of material has been placed over this failing material. (Contd) AEC 3eportable Yes no @ See Procedure 9 (For Nuclear Projects Only) .fs Stop Work Hecessary Yes no @ See Procedure 16 - Stop Work No [!, ) xJ Recer: mended Corrective Action: (1) Receive a Proj ect Engineering evaluation on the acceptability of the material ia question or remos e the material. (2) U.S. Testing should have training sessions to take corrective action to preclude repetition. (3) Quality Control should have training sessions to take corrective action to preclude repetition. The written replies to these items is requested with the Project Engineering evaluation. 1 Corrective Action Taken: (1) Proj ec t Engineering has evaluated and accepted the in place material with low moisture content based on a satisfactory compaction test resul: (2) United States Teating and Bechtel Quality Control have each had training sessions re-emphasizing the acceptance criteria fcr soil tests. 1 Verification of Corrective Action P.equired Yes X Uo 1 Method of Verification: Reviewed Bechtel NCR #324 covering item (1) of this NCR (QF-52 and the Project Engineering disposition. Also reviewed letter FQCL-049 dated 8-7-75 that states U.S. Testing and Bechtel Quality Control have each had training sessions to re-emphasize the acceptance criteria fe,r soil tests. O f 1.Jonconfomance Closure Confirmed By M%- b .s.- e) .o ^i'mw ( Date 8-N. 7f 1 To be co :pleted at time of closure by Consumera Power QA Services. Pa6e 2 r ' File . 36.3'.6 Issue Date August 7, 1975 Project Midland 1 & 2 File Title NCR's on Bechtel Quality [N, Control { x ,/ Nonconformance Report No QF-52 (Contd) l e Nonconformance Description and Supporting Details; (Contd) , a .(2) This f alling test was shown on the compacted fill density test report form e QC-Cl as passing by U.S. Testing in the remarks column. 5 (3) On the back of the QC-Cl form, in the FIM, it states the entry information. o 5 For Elock no. 3 the entry.information states "to be signed and dated by the QC Engineer signifying the form has been reviewed for completeness and correctness". , ~ Contrary to'this requirement, the Quality Control Engineer had signed on the compacted fill density test report the acceptance of MD202 which had actually failed. ' w/ f ' (m,'~% . L ,) l i  ; i Tage 2 of 2 r-- /ESEO. cent 6t ~ Ibate To Aic Cony a For - . File 16.3.6 e t FMSouthworth Sitilowell .f'.- Issue Date Annust 12. 1975 I !!iiSlat;er GSKeeley (2) \, e' Projec t Midland 1 & 2 l m CQHitIs FCCooke N JMilandin CCrJm!T3 POMr File 'litle NCR's on Cechtel QuaLD h ") 11Filulub Uonconformance Control ';LRichard son gi.M m. r vitn Report no OF-53 This I:anconform:tnce Repart is Issued To: Prepared By '.-b. Y 7-e.. , Date .' i . '/S Mr. J. P. Connolly Approved Ey -2 6 b 2 . Date dic/ W Bechtel Project Field Quality Control WrittenRe5IyRequested.DyDate 9-12-7d Engineer Corrective Action Requested By Date 9-12-7d who is resoonsible for corrective action. Uonconformance Description and Supporting Details: Specification C-230 Rev. 5 Section 9.2.1 states "The measuring of materials, batching, mixing, and delivery of all concret< shall conform to " Standard Specification for Ready-Mixed Concrete" (ASTM C94-72) unless otherwise specified". ASTM C94-72 Section 6.1 states in part "When the quantity of cement in a batch of concrete exceeds 30 percent of the full capacity of the scale, the quantity of cement, as indicated by the scale, shall be within.+ 1 percent of the required weight. For smaller batches to a minimum of 1 yd3 (1ma ), the quantity of cemet used shall be not less than the required amount nor more than 4 percent in excess". Contrary to this ASTM C94-72 requirement, (1) Batch Ticket 05427 for pour A(599)d was short 3 pounds of cement for 3 yards of C-1 concrete (2) Batch Ticket 00353 for pour See Procedure 9 (For nuclear Projects Only) ( "' AEC Reportable Yes no X [ Slup Wud II:ccooaay Tes U Uv @ Oca M ccdurc 16 - Ctsp "crk Uc Recommended Corrective Action: (1) Revieu all pour packages for similar deficiencies (2) Rece Lve a Project Engineering evaluation on the acceptability of the concrete placed with the deficiencier above and any deficiencies that are found in the review (3) Take corrective action to preclude these occurrences. The written reply to these items is requested wi.th the Project Engineering evaluation. 1 Corrective Action hken: 1 Verification af Corrective Action Required Yes IIo 1 !!.ethod of Yori-Jication: hx  ; I Uonconfes rr.unce Closure Confirmed By Date 1'Ib he ccorglet,cd at time of closure by Consumers Power QA Services. Page 1 of 2 l . Issue Date August 12, 1975 Project Midland 1 & 2 , File Title NCR's on Bechtel Quality Control {s ) Nonconformance Report No QF-53 (Contd) (.sv Nonconformance Description and Supporting Details: (Contd) A(SS3.25)b was short 4 pounds of cement for 4 yards of A-2 concrete (3) Batch Ticket 01668 for pour A(583.25)c was short 4 pounds of cement for 4 yards of A-2 concrete (4) Batch' Ticket 11833 for pour CC(582)a was short 11 pounds of cement for 4 yards of A-1 concrete (5) Batch Ticket 05396 for pour A(593)d shows an excess of 6 pounds of cement for 1 yard of C-2 Grout over the 4 percent in excess allcwed (6) Batch Ticket 05274 and 05275 for pour A(599)c shows an excess of 10 and 9 pounds of cement, respectively, for lh yards of C-2 Grout over the 4 percent in excess allowed (7) Batch Ticket 00523 for pour A(584)a shows an .cxcess of 18 pounds of cement for 1 yard of D-2 Grout over the 4 percent in excess allowed. The 7 items above are deficiencies of the ASTM C94-72 requirements for smaller batches. The quantity of cement used is 30 percent or less.of the full capacity of the cement scale for these smaller batches. ~ <QD) G( x_/ page 2 of 2 a . Attach =ent A This Cony For .- N File 16.3.4 Route To Issue Date Aucust 13. 1o75 t rMSouthworth SHHowell . Project Midland 1& 2 l s ^ 7Slager GSKeeley (2) , / i h,sQllills TCCooke CODSumers POW 8T File Title 1:CR's on Bechtel JMilandin Construction WFHolub " " GLRichard son Report No OF-54 , gg ; m p; 3, Prepared By hW_Ud Ul<rk. Data G i 5-76 This Ronconfomance Report is Issued To: Approved By MI[M'r.4./ Date AN 5/70-Mr. J. F. Newgen 8-29-75 B:chtel Project Superintendent WrittenRekyRequeste/['ByDate Corrective Action Requested By Date 8-29-75 who is responsible for corrective action. Nonconfomance Description and Supporting Details: Project Special Provisions Notice , SF/ PSP #4, Rev. 1 section 5.la in the Quality Control Notices Manual states in part i that "Upon receipt of revised drawings, the Document Controller is responsible Contrary for to this removing and replacing superceded prints on the of fice sticks". requirement, Field Sketch FSK CA-6, Rev. 3 was approved on July 17, 1975 and has not b:en placed on the office sticks. Because of the work activity in the area ofshould the ficld sketch, the replacement of the superceded print with the revised print have been done in a timely manner, but was not. Ya= ] Un { See Procedure 9 (For Nuclear Projects Only) j gAEC Rcp;rtahic Stop Work Recessary Yes O no 8 see Procedure 16 - Stop work no (1) Replace the superceded prints with FSK CA-6, Reco:=nendedReview Corrective all Action: recently approved drawings for similar problems and correct Rev. 3 (2) the problems if applicable (3) Take corrective action to preclude repetition. 1 Corrective Action Tahen: Verification of Corrective Action Required Yes O no hthodofVerification: f .s - Nonconfomance Closure Confimed By Date 1 To be comp]cted at time of closure by Consumers Power QA Services. Page 1 of 1 .