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Nonconformance Rept for Sept 1977.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
	ML19329F018
Person / Time
Site:	Midland
Issue date:	09/30/1977
From:	; CONSUMERS ENERGY CO. (FORMERLY CONSUMERS POWER CO.)
To:	;
Shared Package
ML19329E996	List: ML19329E995; ML19329F018;
References
	NUDOCS 8006190804
	Download: ML19329F018 (244)
	v • d • e

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G 4 % 9 j 't . N i

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e 2. i .% LOG OF NONCONFORMANCE REPORTS i

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PROJECT NAME Midland 1 & 2 "

JOB NO. PAGE 2 3 4 6 5 7 NCR NO. DATE DATE NCR NONCONFORMANCE DESCRIPTION / REMARKS DISPO. CLOSEC CLOSED BY SP/ PSP G 3.2 Rev. O Tmplemented using new forms inv Nnnconformnnce R onnrta nnd T.ng Shnnta 460 7-2-76 -M-106-Incorr-ect-Dwg Rov-s--sent-with-Hangers $370Vk 8-31-77 R. HalverSon 4 61 o 7-7-76 M 10L rnenv r oet hvg. R nvs. sent._with Hangers Rework v

Fnh. tn T.cyc1 4 Thyg n. L Doc. 9-1-77 R. Halverson 462 en 7-8-76 Dwg. c-220 Rebars cut anrLD01 Rqplaced Std. R epair

. 9-28-76 M. E. Foote 463 h 7 76 M b-Q '121-D not received for 4 sets of Gaskets Doc 8 7 6 H. Boleen 464 7-12-76 c 111 TLa n n nd T-in n anh-assy_s_shev inc.onais.t.ent Rework DO Heat Numbers. .10-5-76 W. M. Pardce -

465 Q 7-15-76 __G.. 2 0 8. Strength Level of concrete falls below rec.

fellevel. Cure Temn. of cylinders below reauirement s.

Use as is 11 7 6 B. T. Check 466 N 7-16-76 M-104 A . Three Pip'c Snools Delivered Bent.' R eject 9-20-76 R. S. Morrow 467 7-19-76 M -104 A . Venturi not installed in Snool Piece. Use as is 10-12-76 H. D. Foster 468 7-20 M.-10 6. Support Bars have incorrect inside diameter. Reject 7-29-76 P. M. Pitts 469 .7-21-76 __C - 2 3 ? . Nelson Slu_ds were broken off or missine R ework 8-4-76 W. M. Pardee ch ant. els . Aux. Bldg.

470 7-21-76 _Dw c . C-284. Tvm_D.quela_ mis _s_ from El. 635'+ 11-5-76 B.T. Cheek.

at i~ntersection of wall 53 and 'H{_Dginc. gse as is 471 7-21-76 nwg. c-140. Lacking Rebars around door opening. Std. R epair 9-8-76 El. 614'0" at 'H' Line and 5. 3 Aux. Blda. - - - - M. Foote 472 7-27-76 Dwgs. C A 32. A 32 A. L A23 Rebar Missing Aux. R ework 9-23-76 M. E. Foote Blde. 5. 9 & 6. 6S. of 'H' 'Kc' @ 6. 6El. 632'6" 473 7-30-76 E-20. F1ances not coated unon receint.

2-16-77

' Reject H. Boleen 474 7-30-76 E-20. Weld Neck flanges not oil coated upon reccJpis_

Reject 2-16-77 H. Boleen 475 7- 3 0-r 76 E-20. Elanges not nrotected upon receint.

R eject 2-16-77 H. Boleen 476 7 - 3 0 - 7 6 -.M-10_4A. Pip.c_ap_qallHCc-154-S61.6-10-1 clamagcII. Repair 7,

477 g 8-2-76 c 111- Vnin Rteam Panetration-wr _g not full R ework 9-14-76 P. Y atter

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LOG OF NONCONFORMANCE REPORTS Y

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Midland 1 & 2 '

PROJECT NAME JOB NO. 7220 PAGE 2 3 4 G s 7 DATE NCR NCR NO. DATE NONCONFORMANCE DESCRIPTION 7 REMARKS DISPO. CLOSED CLOSED DY

-478 8-6-76 C-231. Dwn. C-281. #6 stirrups installed on 12" center s Use as Telex.9-10-76 c. Kasch '

instead of #8 at 9" Aux. Bldg. El. 614' to 630. 75' 8Kc' line is 9-20-76 11. 'P . check 479 8-6-76 _M-104 A, No reference of NDE on PT Examination Document. 11-18-76 P. M., Pitts ILc. cord for pipn_apool OHCC-152-S506-1-2 R ewo rk a'480 8-6-76 C-Ill. Welding of Dome Spray Header Luns, Unit #2 Repair 9-21-76 A. L. Boulden .

4 81 6-9-76 M-lfl6. Mangers fabricated to not approved drawinca Doc.

r-ovisions do-not-match-sketch reve: Rewor 482 8-10-76 _Mand-packing-slip

-10 6. I-lange r documentation for NDE & Weld Use as is

Detaila. 10-28-75 P.' H. Pitts 483 8 7 6 n m A. r 14061 uinc. Metn1 fnbricationa received Reject 8 7 6 R. A. Moray .

with nut tng mn vicing n.

484 8 7 6 C 233A. F 14438 Trash Rack Qilde Ass vs received 8

Document 9-3-76 R. S. Morrow ifithout-tag-marking e ~

485 8 7 6- C-233A. F14439 Channel and Plates received without 10-5-76 H. Boleen Use as is 486 -

8-16-76 ta C-2 $1.arkings.

Dwe. C-212. Rebar omitted and Robar install ed i

.. tR epair

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toolom Aux 4 1d iEl. 599' 'It', 7'9" west of 7.4 @-12_7_7_ _ M _ Fo ot e___' -

487 8-16-76 C - 2 31. Dwg. C-2 5D~ Aux. Blda. ~E T ra~n sfe r Tub's - Use as is Telex. 9-10-76 c. Kasch Room: Channa1 nnt amhnddad in annerntn 620:o" to 63r inn '9-20-76 B. T. check 488 8-17-76 b4-1043. Code tag on dipe spool does not correspond with documentation. for pipe spool 1-GCB-8-S612-1-3 Rework 1-13-77 F. Mahn1n 489 8-17-76 C - 2 31. #6 Robar cut to allow installation of Struct. Use as is 10-12-76 M. E. Foote bana nintn for beam 68 3" West of 8. 7. Along 8AI Line El. 634'6" nux. -

490 8-19-76 -M - 6 4 '. Radwaste Decay Tanks equipment bases not Revork , 10-4-76 C. Groat ,

coated with an clastomeric Compound.

491 ~ 8-19-76 M 106 AC. Pipe hpports Fabricated to Level 4 nwgs. Doc.

Packing List does not agree with Dwes. sent. R ewor_k _

9-1-77 R. Halverson j ':492 8-19-76 M-10 6KC. Pipe Supports fabricated to Level 4 Dwgs, neworK 6c J)o c .

Pkg. List does not agree with Dwgs. sent. Clamps no : numbered. 8-31-77 R. Halverson ,

,.! 493 8-19-76 SIO. PO F-14792. Bolt Heads not marked A490.

_.Eq1ms FPG-9-1 and FPG-9-2 not completed by Vendor,Use as is o 9h M

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H. Boleen 494 8-19-76 i M-1. 35. No correlation between documentation for 4 NNI Non R

_.; Svstem Cabinets and 4 Cabinets. No Dispo 11-15-76 J. P. Connolly -

8-19-76 M 106 AC. Hannern fabriented to level 4 dwas. Pkg. 11

('495 st Rework-Loa.9-1-77 R. Hal r rson does not agrce with dwgs, sent. F 'rs arrived before d ap3r.

76 P 41 n

" 11-4 D. f. L- a tg. ,,496 Onnduit damaged byAilling Auxr-Bldgr-584q

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) j e LOG OF NONCONFORMANCE REPORTS PROJECT NAME Midland JOB NO. 7220 PAGE 2 3 4 6 5 7 NCR NO. DATE DATE NCR NONCONFORMANCE DESCRIPTION / REMARKS DISPO. CLOSED CLOSED BY ,

668 1-17-77 C-231. Concrete curing temperature fell to 38F, Pour #C(640)as Use as is 3-24-77 G. Sanders 669 1-17-77 C-231. Broken and missing rebar, Aux Blda opening Std Repair Elev. 584' 5-13-77 M. Foote 670 1-17-77 C-231 Missinn dowel. Aux Blde Elev. 57680". 5' east No

~ 4-15-77 M. Foote of 6.6, 10' soti'th of F line Nonconformat ce 671 1-17-77 C-231; Missing doma!. Am nidg Triav. 67 p n". n' a==t go 5-3-77 R. K. Siple of 6.6 on D line wall nnnnnnrovmnme 672 1-17-77 C-231. Broken dowel for block wall. Aux Blda Elev. Std.

599'0". 6' east of 7.9. 4' north of B line '

Repair 673 1-17-77 C-231. Broken dowel for block wall, Aux Bldg Elev. Std.

69980". 7' east of 5.1. 2' south of A line Rouair 674 1-17-77 C-231. Missing dowel, Aux Bldg, Elev. 593'0", 10' Std*

south of F line, on 5.6 line Repair 5-19-77 M. Foote 675 1-17-77 C 231. Broken dowel for block wall. Aux Bldg. Elev. Std.

614'0". 10' east of 7. 4 line, 17' north of B line nnpair 676 1-19-77 Dwg. E-536. Conduit 1 A010 damaged by drilling. Std.

Aux. Bldg. slab at Elev. 599'0" nona4, 2-16-77 D. C oine 677 1-20-77 M-104A. G-321 D not received for reducers. Mat'l not No Ncriocrfuum allowed for on nining class sheets

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Reject -2a-77 R. S. NorrW 678 1-20-77 M-106A. Hanger 18-1HCB-1-H10 fabricated to level No Noncon -

9 drawing formance 2-22-77 J. R. Slifer 679 1-24-77 C-208. Record cylinder set for Pour C(652. 75)b' cured below minimum requirement. Use as is 3-3-77 D.. L. Osborn 680 1-24-77 M - 104 A . Several nine snools delivered with no Rework desiccant inside.

Reject 0-16-77 .1. R. Slifer 681,, 1-24-77 C-231. Fire darbage to letdown cooler walls, Cont #2, Gtt Elev. 613+ to 624+ 8-18-77 D. L. Osborn nnv e r 682 1-25-77 C-231. Grout not properly bonded to construction Std.

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joints, 5.3 and 7.8 lines, H line to Kc line, 61480" Repair n r m a ,,

683- 1-28-77 M- 104 A . Co_de data _ sheet and N_D_E r_eports do not 'O n-.77 '~

correspona witn spoot piece 4-rivu-41-6613-6-2 Rej.ect 684 1-28-77 c-Ill- pits and gauges in liner plate out of tolerance geg,liepaE- 3-11-77 D. L. Osborn a_s outlined by r acc. (

685 1-28-77 C-231_.Elyash c ontent 1 5 1ha_ove r allowable,_one_ load

,'U se as is

. 3-4-77 D. L. Esborn Pour SWR (598.5)a -

686 -l-77 C-211. Backfill material delivered 1-7b&l4-14-70 without required testing ,.

Use as is 3-7-77 D. L.'N,Osborn A _- c ___ DV -

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LOG OF NONCONFORMANOE REPORTS' L

f PROJECT NAME Midland JOB NO. 7220 PAGE 2 3 4 6 5 7 NCR NO. DATE DATE NCR NONCONFORMANCE DESCRIPTION / REMARKS DISP.O. CLOSED CLOSED BY

, 706 2-15-77 C-233. Nelson Stud did not have full 360 _ fillet wnld ,

and subsequently broke off when struck during testine. Rework ' '

707 2-17-77 C-231. Rock pocket developed as a re.sult of'a piece of 2 x 4 in the pour. Cont. # t. taev. ous' Std. Repai]. 4-7-77 G. Sanders.

f 708 2-16-77 M-104A. Vendor dwg. indicates spool to be one foot L Icnger than Quality Verfication Doc. 2HBC-Zl8-St67-40 3 Use As Is 3-24-77 B. M. Jolce B

709 2-17-77 H-106. Dwg. 1-616-6-2. Mill test Reports not lur-O nished and mat'l not stamped with a heat number. Reject 6-15-77 P. M. Pitts M- At as wn ers, in rre t tagging and Rework 710 2-17-77 QA Data package not received.

Doc. 6-10-77 J. R. Slifer l 7 11 2-21-77 C-233. Bolt Heads not marked w /radiallines or symbol identifying the manufacturer. J. R.' Silfer

! Use as is 3-7-77 l 712 2-22-77 C-231. Embedded plate for 2E-57A not in same plane l as concrete wall, U nit #2,_ Elev. 61788n Repair 8-30-77 P. W. Ratter J 908- ovH ndar neia nurad_out or snne. rangn or

'713 2-24-77 4-21-77 60 to 800'F. Pour SWI(620)a s Use as is D. L. Osborn 714 2-23-77 C-230. Flyash in concrete for Pour A(634. 5)e is 9%

I'elex. 4-27-77 B. T. Cheek over design weight for 8 yds. Ticket #13b54 Use as is h-29-77 B. T. Cheek s 715 2-24-77 C-230. Gement content of 6 yds 1 pound Light, Four No

' SWI(620)a 1%mbuue 3-14-77 B. T. Cheek

!' 726 2-26-77 C 208. Concrete cylinders strioned after 24 hout-requirement C-111. Bulge in liner plate. Unit #2 Use as is 4-21-77 D. L. Osborn 717 2-28-77 Repir 718 2-25-77 M- 10 6. IIangers fabricated to drawings without any r poroval. 21/2 1CCB-12-H3 & 21/2-lHCC-8' -H2 Use as is 5-2-77 J. R. Slifer 719 Z-28-77 C-231. One #11 rebar not in A Line wall.,_ Elev.

634'-6" Use As Is 3-1-77 M. Foote 720 2-28-77 C-231. Size #11 Cadweld ninnvn 4MF10 A 85 A Tinit #7 Secondary Shield Wall, has inte .rrupted deformations Rework 3-h-77 G. Sanders 721 2-28-77 C - 2 3 1 . c n n c ,.,,,,- cnr 40"F. Pour C(683.25p)a , Exterior Wall p6dr.emper.atu rn d ennnnaUse to belnw Telex. 3-11.-77 D. L. Osborn as is 4-8-77 B. T. Cheek 722 3-2-77 c-38. Ennmn have copes that are cut past the point of Std Repair 9-20-77 tnrwency. navnrk-P. W. Ratter 723 3-2-77 C 231. Wall, channni vrnbod n9 8tbed i

Tinit #2 secondarv Shield 593'6" to 603 ~ ~

Use as is 5-6-77 D. ' Osborn 724- 3-3-77 C-306. Aux Bldg, Elev. 599. R s cut for Ma ke Up m Pump Anchors more than allowea7 N by Dwg C-143 4-6-77 m Use as is G. 7 ) Yelsley I )

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p LOG OF NONCONFORMANCE REPORTS l

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PROJECT NAME Midland JOB NO. ' 7220

' PAGE 56 2 3-

- 4 5 0 7

NCR NO. DATE DATE NCR NONCONFORMANCE DESCRIPTION / REMARKS DISPO.

725 CLOSED CLOSED BY 3-3-77 C-208. Concrete cylinders stripped after 24 hour2.777778e-4 days 0.00667 hours 3.968254e-5 weeks 9.132e-6 months requirement 726 Use as is 4-21-77 D. L. Osborn 3-3-77 C-208. Concrete cylinder curing tanks #2 and #8. temp.

fell below requirement Jse as is 4-29-77 B. T. Cheek 727 3-77 c-230. Cement 60 pounds below required tolerance No

on Ticket #13795 for Pour A(634.5)g. Nu m iurna w 3-14-77 728 3-3-77 B. T. Check C-231. Melson Stud cut from Tyne B embed for hanant installation, Aux Bldg, 607', B line 7' west of 7.9 " Use as is 4-11-77 G. Yeisicy 729 3-7-77 M- 12 3 C C. 2- 1/2" FCB-G B-DL SN 2N684. Transition area altered reducine overall valve length by 1/2" 730 Use as ic 5-31-77 W. M. Pardee '

3-7-77 C-231. Concrete curim dropped tobelow allowed temp.

for over 12 hours1.388889e-4 days 0.00333 hours 1.984127e-5 weeks 4.566e-6 months , Pour repair. Aux. Bldg. El. 622: Use as is 4-29-77 B. T. Cheek -

731 M- 10 0 A . Hanger 10-2FCB-19-H3 spring assembly sent from vendor incorrect size Reject 9-16-77 J. R. Slifer -

732 F9-77 c-208. slumy measurement exceeds 34 yard reauirement.

Pour Al616.d a Use as is 4-29-77 B. T. Cheek 733 3-9-77 C-304. ' Structural Steel beam damaged, Aux Bldg, Std.

Elev. 6468, C line 5.1&5.6 Repair 3-14-77 P. W. Ratter i 734 3-9-77 C-306. Rebar cut at hanger 10-1FCB-3h-H7 within a in foot vnAious._ont_n Lap quirements.. Use as is 4-11-77 G* Yeisley' 735 3-10-77 M- 104 A C. ICCB-35-S60 >- - has incorrect configur-ation according to spoot uwg. Use as is 6-15-77 R. Halverson 736 3-11-77 E-22AC. Metal tag not attached to Cable Reccl.

Quality Verfication Doc. indicates tag to be #659 Doc. h-11-77 G. W. Brown 737 3-15-77 _Dwe- M An3: M 60h- m309 16 alantraaan naad in lian ne manRT. 1A. Use as is 4-29-77 A. L. BOulden 738 3-15-77 C-3N. Skewed . beam mis-located. Aux Blda. 634'6".

5.3 @ H line Repair 739 3-16-77 C-231. One #11 rebar cut, west face of 6.2 line wall, Elev. 64480". Aux Bldg, E line Use as is 3-17-77 M. E. Foote '

740 3-16-77 3-306. One rebar cut prior to Engineering approval.

Aux Bldg. 591'7" 5.6 @ C line Use as is h-27-77 R. K. Siple 741 3-17-77 M-inha. coatinen m npools are or an indeterminate y , , ,, i, mntorin1; 9Tme-9 s63h 6-3 and onne-23-s63h.-3 h h-18-77 P. M,._ E_tets 742 3-17-77 g g B eak rs ea cumen r blem t '-- Doc. 8-31-77 R. c- Morrow 3-17-77 M- 12 9 B. Four valves received DC. not AC No

--Solenoids - ; hiuiu um 3-24-77 M B. K ] Jolce

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. . i o LOG OF NONCONFORMANCE REPORTS PROJECT NAME Mi.dland -_ JOB NO. 7220 PAGE 50 2 3 4 6 5 7 DATE NCR '

NCR NO. DATE NONCONFORMANCE DESCRIPTION / REMARKS DISPO. CLOSED CLOSED BY 763 4-13-77 M-106. Vnndor dwg.1 63h-h-1h shows hanger to have 2'6' g center-center snan. Actual hancer is 1'6" center-center 76h 4-13-77 c-38. Beams delivered to the jobsite with re-entrant nornavn cut nast the noint of taneenev.Mk 6hi-DG.6h0-D2 Std. Repair 6-10-77 R. Valentine- ,

765 4-13-77 c-38.

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Beam 7 delivereil to the jobsite with re-entrant -

nnrnorn nut nant thn unint ne tnnennny. Mk. 661-B6 Std. R eoa, t r 6-30-77

~ ~ ~ R. Valentine 766 4-13-77 c nnnm 919 m9 knn a ahnn enhriention arvor. n 5/8" nu+ in +hn s.rnh n+ +hn nnno. ^

Std. Rep.

767 4-14-77 C-231. C-4 embeds omitted. Aux Bldg. 645'+.

5.6 & 7.4 @ D: line pePar 768 h-13-77 c-110. cont #2 liner plate; contamination to zine R ewo rk nrf mor fynm unndon erihhing nna dripping water. 7-28-77 R* "*alentine 769 h-1h-77 c-110. cent #1 liner plate embeeded particles in mist coat. zine vrimer annlied over sharp edge. ' ** #

770 h-13-77 c-110. cent #2 liner plate: damare to several areas nf tha linnv ninte coatings.

Elev. 69 3' 0"-67 3' 0" Rework 7-28-77 R. Valentine 771 4-14-77 C-231. Vold in concrete. Unit #2 Main Steam Penetration, Az 283u Repair 8-22-77 D. L. Osborn

! 772 h-15-77 c-2.

smallnuncturesanddentsmadeintendondurigg_ Rework thn cadwelding of rebar. Unit 42 E. 723'9" Az 260 4-16-77 S. A. Gelnett 773 h-15-77 N En 0-1hD & C-20h. clear cover varies. correct

,nnnretn thinknana._cannot be accomplished. Repair 9-8-77 M Foote 774 4-18-77 C-230. Air entrainment at point of discharge was 6. 9% Telex. 5-9-77 B. T. Check thereby exceeding 6% limit. Pour C(703. 58)a, U se as .ts 5-12-77 B. T. Check 775 4-18-77 C-306. Four vertical rebar were cut contrary to the spec. which allows only two. $1. 5681 Aux. Bldg. Use as is 5-24-77 B. T. Check 776 4-18-77 C-305. Four N 'S rebar were cut contrary to the

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spec. which allows only two. El. 584' Aux. Bldg. Use as is 6-6-77 B. T Cheek 777 4-18-77 C-233. Beams Mk. ' E' L 110 B 3 h a ve - r n_ ent en nt corners that are cut past th e potnt of tangency R ePair . 6-28-77 A. Lamach

. Tendon sheathings are in incorrect locations Repair 778 4-19-77 7-22-7't A. Tor res cont. #1 Exterior Wall Elev. 703' nnn an in 779 4-21-77 C-306. Rebar cut u AuxBld Use 3'6" south F line, @pon installation 7.4 line, of hangers.

Elev. 5848 7" as is 5-12-77 G. Yeisley 780 4-22-77 . E-92._ Cable _ReeLNo. 006-9228 (600V 2 cond.) Reject

_ dam during re-location 8-4-77 G. W ^ own 4-25-77' C -2 Air entrainment at point _ tacement 6.2% T. cheek Telex. 5 77 i A total of 8 cu. yds. In t , Pour A(659)b' Han_aa_is ) cheek v - _v---------_--------------------

6-15-77 B. T.i v

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LOG OF NONCONFORMANCE REPORTS PROJECT NAME Midl'and JOB NO. ' 7220 PAGE 2 3 4 s NCR NO. DATE DATE NCR NONCONFORMANCE DESCRIPTION / REMARKS DISPO. . CLOSED CLOSED BY 82c 6-3-77 M-1.13. B & W QA Data package has not been Doc.-

rec 'd.for Atlas Lddown Coolers 1E-57A & B R ework 9-28-77 J. R. Slifer

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821 6-3-77 C-208. Field cylinders initial curing temperature out of specified Itmits. Use as is 7-20-77 B. T. Cheek' G- 7. Welder qualified to ASME Sec IX welding to an 822 6-6-77 AWS procedure Use as is 8-1-77 A. L. Boulden 823 6-7-77 M - 3 26. Hangers with greater than 20% of plate greater Use as iS uhan 1/16" from wall, 2 4 11-3-33, 1-616-9-6, 7 617-9-4 Rework 824 6-7-77 C-231. Waterston nartially_emhnskled 'll not nronerly embed completel'yl DWG C-275, 628' 34'6" ' Renair 825 6-8-77 c-211. curin ,nat_apnlied to +ha vant faca or tha

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Rnevinn watnv sntainina un11_ ca m (IM), b , Use as is 8-2-77 A Lamach-

__ 926 6-10-77 C-2. Tend _on sheathing placed circumfer,entiAlly 5'-1/Z' to tne rt. o1 centertine as snown on awg. (cuc 01 spec.1 Use as is 8-1-77 827 6-13-77 Jwg. C-228. Grade Ah90 bolt does not have a washer Use As Is 6 77Tek B. T. Check under the head. 6-21-77 B. T. Cheek 828 6-14-77 Dwg. C-281. .Due to mislocated rebar, electrical penetrations cannot be installed. Aux. Bldg. El. 624' R Pair 8-25-77 M. Foote i rMc.p.F1pe spool 1GCB-13-3612-1-7 not truly 6-20-77 829 6-14-77 c.treular as called ror in spec. 201 R ej.ect F. Mahala 830 6-15-77 E-42 3" GRS damaged by drilline in RB#2 Stab @

593'6", 2BA049 Std. Renair 6-29-77 D. M. Colne 831 6-16-77 M-104A. G-321 D and OualPw not received for two spools. ' Verification Documents Rework-Doc. 7-28-77 J. V. Miller 832 6-17-77 0 970. Averaga tomnnvnturn for nonnreta in pour IeIeX. 6-2/~// U. l. Cheek of7ih.08 h' hainv 70 . (Jse as is 7-15-77 _ D. L. Osborn 833 6-17-77 leum / tt it , w . Ase ttetter

Ddi.'C-226.

under the head.

Grade A490 bolt does not have a washer-- Use as is

.7-28-77 B.~T. Cheek 834. 6-17-77 M- 104A C. spoot received.has attier.ent number

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than vendor sketch by the same shop order number- Reject 635 6-21-77 Dwg. C-196. Anchor bolt holes for Centrifugal Water Chillers moved during conc. pour Aux.61i5 : Rework 836 6-21-77 JI tol - vala varniv on spool onac-150s619-h-11 not g g In11v pmia. . _ __ _ _. ..

837 6-21-77 M- 106 A C. G-3Zl-D and applicabic vuality v eritcation

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Documentation not rec'd. Shop rs E-ME-UU6 274. Reject 6-30-77 J. R. Elifer 83: 6-21-77 G - z 3 0. air entrainment at poi lacumuut ivu low (2. 6%) Y(620)a Use as is 82 m'h

ps p "

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Ie LOG OF NONCONFORMANCE REPORTS

@ PROJECT NAME Midland JOB NO. PAGE 2 3 4 6 5 7 NCR NO. DATE DATE NCR NONCONFCRMANCE DESCRIPTION / REMARKS DISPO. CLOSED CLOSED BY 839 6-Z1-77 G - Z 3 0. Air entrainment of concrete at point or placement too low (2. 8%) Pour SWR (65 6. 5)b' Use as is 8-2-77 A. L=ch 840 I 6-2,-77 C-2_31. Demineralizer tanks grouted as Non-Q instead of 'O'. Aux. Blda. El. 645: Use as in 9-22-77 S. Kirker 841 6-24-77 E-42. PVC conduits 2EC001 & IBC008 damaned by critting, aux 15 tag, p64' . Drilling permit #640 Repair 7-13-77 S. Kirker 644 b-47-7( M- 10 0 A U. 1)wg. 4- 61 ( 0. Materiat in hanger saddle not traceable to the. MTR. Reject 843 6-27-77 c-2. circumferential location of vertical sheathing out of +1?" tolerance. Use as is 8-1-77 B. T. Cheek 844 6-27-77 E-205. Insulator piiId on switchgear bus is broken Rework 845 6-27-77 C-230. Two tickets with hinh air content. pour number Use As Is 8-11 77 B.T. Cheek C(603.67)c' 846 6-28-77 M-104AC. Review of radiographic film records and voc.

QC Records reveal missing radiographic films. Rework 7-28-77 J. W. Miller 847 6-29~77 G-Ill. Deep imperfect _lo_n welded prior to dye penetrant examination. untt at itner ptate. Az.315u El . 638 R ework 7-13-77 A. L. Boulden 848 6-30-77 G-111. Ueep imperfection weicea prior to aye penetrant examination. Unit #2 11ner plate. Az IJ1 0 ti. b/U. Rework 7-13-77 A. L. Boulden 849 6-30-77 C-230. Pour C(744.25)a', 17 yds of concrete placed with high air content Use as is 8-25-77 D. L. Osborn 850 7-1-77 C-38. Documentation not received for ASTM A-490 bolts and nuts. lework-Doc. 8-9-77 R. S. Morrow 851 7-1-77 C-230. Pour CC(634.2)a', 6 cu yds concrete placed with high slump test results. yse as js Telex.

g_

7-15-77 D. LT obboiii 852 7-1-77 M-204. Valve ihstalled backwards, M-604. Sht 15, n

@ FW -Zd. neWork F. Mahala 7-27-77 853 7-5-77 g06. b gotched while install.ing_ hanger Aux B1c g Use as is 8-18-77 B. T. Cheek 854 7-b-// p-04. yuality verit. Documentation Package not rec'd for 4 gallons of Sacote Water sealant M-64 Reject 7-19-77 J3 R, Slifer 855 7-7-77 M-104A. Radiographic Reports not received for Reject '

several pipe spools. uoc 856 7-7-77 M-204.~Minirnum wall thickness not achieved. M-612.

Sht 1, FWll3 & 14. Unit #1 Dome ~ ing. Rework 857 7-7-77 A-41. Storage temperature of mat _ ls cannot be Telex. /-U-/ / U. _. Cheek i _ verified. , , Use as is h '8-1-77 i B. T. ) Cheek v v -

f\ l}

LOG OF NONCONFORMANCE REPORTS PROJECT NAME Midland i 7220 a 63, JOB NO. PAGE

-2 3 4 5 7 DATE DATE NCR NCR NO. NONCONFORMANCE DESCRIPTION / REMARKS DisPO. CLOSED CLOSED BY 858 7-8-77 G-305. 3/4" expans_lon ancnor bolts _not installea to the min 1 mum aeptn. Aux. usag. tiev. 646: Use as is 8-17-77 G. W. Brown 859 7-8-77 M-lu4A. Yara piping coes not nave Certifted-t4TRt' Reject or coae compilance Keports - .. . . .. noe,nework 8-23-77 R. S. Morrow 860 7-8-77 M-104A. iwo altterent aocumentation pacxages ivr um same spool piece utiu t,- 1-:> o l o 0 Rework 861 *[-8-77 M-10h A . Pine Snool 601 A-h8 cannot be fit-un at veld

~

437 dun tn nn nut-of-ronna ennd i tion. Rework 7-12-77 R. J. Mesey 862 7-11-77 C-230. Flyash users test exceeds the allowable limit -

for maximum variation of specific surface.

863 c- m . -nl Hebar n t instal sea on tne n. nana sia 7-12-77 of the opening on -the NW 2ndary shield wing wall cont # Use as is 8-17-77 P. Vanderveer - .

864 7-13-77 M-106AC. Two hanger assemblies have the same mark i number. Mark no. lz-ZHUG-147-H1 Rework 7-20-77 R. Halverson '

865 7-19-77 M-326. Holes drilled into hanger base plate for the s splication of grout, contrary to REM No. 217 866 7-20-77 A231 nnnnva+a novar out of apecified limits for Telex 8-2-7" P Vanderveer Foodwa tar Innl a+3 nn val va chnmhnv nnnt. Rnn+hnant Wall Use as is 867 7-20-77 _c.mi : cannva+a nnvar nut ne cranifiad limita for Telex 8-2 "7 P Vanderveer i Feeilwater Isolation Valve Chamber Roof.. Southwest Wall Use as is i 868 7 i7 E90l . Mn W 4 innued or MDR performed on a ba'se metal

! y se Ag Ig h WW J .G .h I vapnir maan +n n val d nna prep.

869 7-21-77 _Dwg. A-%2. Broken vertical rebar in block wall T44 vnhavt Anv. nl d e. Elov. 4998 6.Q & Ipe . Repair 870 7-21-77 J1we- E <9. Evakan #5 vartical vnbai in blank wall.

Anl. n1'a ,_ R1av. 6196a

~

7.9 & in. ionconformance 9-7-77 M. Foote 871

7-21-77 C-230. S1umn high' for six vards' of conc rete. nour No 7-26-77 D. L. Osborn CC(634.2)a', '2ndary shield ' wall. Nonconformartce 872- 7-26-77 H 915- we c-391 n nr 9mli+v vnvrinntinn non. vkg. Doc.

- 9-7-77 J. R. Slifer non t a env li-p6u OR T.R Elbows. Rework 873 7-26-77 C-6L No C-321-D or Onnlity Verificatinn noc. Pkg. Ubg env icon ni vnum rerenen da Y 7" Univnen+hann inin+ rill av i 874 7-26-77 Dwg E-535, Electrical _Sthick and da"maged during: conc block wasI aowel Installation. Aux..uidg. ti, duo'O Std'qg 875 7-27-77 NCR_B35 .

Equipment _holea_for_HVEC__ equipment M re 9-12-77 P. J cscy ;

hand ground. Eng. concurrence not e ned for work done . Use asis t 876 7-27-77 3-18. 'Pwo WP beamn have areater_ilt ns or' surface depressions as allowed 1 _1/16" ,by AST bgrfectio i

(

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-6 Repair 9-1-77 P. W. c ; Ratter i v - - - - - _ _ _ _ _ _ _

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.. Ag LOG OF NONCONFORMANCE REPORTS 1 1 a

PROJECT NAME MidlanA JOB NO. 799n PAGE 6h 2 3 4 6 5 7 DATE NCR NCR NO. DATE NONCONFORMANCE DESCRIPTION / REMARKS DISPO. CLOSED CLO?SD BY 877 7-27-77, M-106AO. Range- rod not cut to lenth and hanger sketch No Noncon.

did not incorporate Bechtel comments. Use as is 9-22-77 J. R. Slifer 878 7-27-77 _E fAC. C-391-D nna onnlity vnvi tinntinn nnn. nvn Rework-Doc 9-13-77 J. R. Slifer irnnvvnntiv fann +4riaa nn nnn o one nienn4+ hen *nen.

879 7-27-77 Dwg. c-h19'. Nelson Stud attach'ed to plato nhnared off when strunk with a hnmmor. Rework 8-19-77 R. P. Abad 880 7-28-77 Dwe. c-329. #8 ties with L'6" tails were placed around I'dcx 8-11-71 B. T. Cheek '

1.111-24h tendon trumneta_ ins.tead of 4'1" tailarcont 42 Use As Is 8-22-77 D. L. Osborn e h hm lh - !

882 7-29-77 M-204. Weld 24 on M-616 Sht 10 welded as Non-O list Red '

weld.

883 8-1-77 C-230. Six yards of concrete with high slump, pour Telex. 8-3-T7 D. L. Osborn C(723.92)b' . . _

Use as is 8-22-77 D. L. Osborn '

884 8-1-77 C-230. concrete in Four c vz$ 92]D'_ _ _ _ _naa Delow minimum Use As Is Telex.8211-7 7 B.T. Cheek '

allowable cement weight and flyash weight. 8-22-77 D. L. Osborn 885 8-1-77 M-104A. Two.different doc. packages and spools ex1st ;

with the same spool number. 2HCc-41-5604-14-2.

886 8-1-77 J1-104A. Two different doc packages and spools exist yo with the same spool number. OHBC-1-5618-1-1. Monconformance 8-8-77 J. W. Miller 887 8-3-77 M-30F- 150 RR a+"da warn not mnWed with the mrinu- Reject 8-11-77 D. . A. Delaney enn+nvorn Tn nv th*n nlann nr matarin1.

888 8-4-77 M 139AO. Mntnv operatorn do not have terminal str1DS.

'Y8 nnnnonfi rm a nvn nnt inmnnrnd.

Red )

889 8-8-77 M-64. Radiographs notaVailable for CCW Surge lanks,--Doc Reworl< !

Radwaste Gas Surge lan!..' fa-awaste Gas Uechy lanks.

890 Radiographs not avaiIabe on fne Jobsite +0:' l 8-8-7' M-123C. '

10 valves. Doc Rework 891 8-8-77 M-146. Radiographs for 4 Centrifugal Water Ch111ers 4 not available at the jobsite. Doc Rewor k ,

002 6-8-77 M-125A. Radiographs are not available at the jobsite for one valve. Doc Rework

893 8-8-77 M-104A. Yard piping spool 601- A-ll, documents and pipe have dif terent heat code numbers -

894 8-8-77 C-230. Concr'ete placed in Cont. #1 Pourback C(734.09)b' Use as is Telex 8-11 r /

Temperature average too nign. 8-26-77 D.$ j Ged n 895 8-8-77 TP20T. Electric cable came in con _ _ with a pipe spoo _

Rework Durn 1ng a noie tnrougn tiie ve&ndor snop weia. -

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'f d LOG OF NONCONFORMANCE REPORTS

m .

PROJECT NAME and JOB NO.

2 3 PAGE 4 6 5 7

. NCR NO. DATE DATE NCR NONCONFORMANCE DESCRIPTION / REMARKS DisPO. '

CLOSED CLOSED BY G-27. Weld thickness of patch on Main steam Penetratlo" 896 8-9-77 TWX 8-1/-//

1.5", BM only qualified to 1.313" Cont. #2 El. 707 Use as is 9-23-77 I M k*. h. OSSuhen

897 8-11 _-104A. 24" pipe OD out of dimensional tolerances, Rework 898 8-11-77 C-231 Dwn C-208. Replacement bars not installed at penetration. 'H' @ 14' west of 6.6. Elev. 584: n Rewoik 77 F. Milsovic '

899 C-230. Air entrainment at point of placement 8-11-77 too high. Pour A(659)d' Use as is 77 R. Bennett C-230. Pozzolanic Activity Index of Portland Cement _

900 8-12-77 below 85% of cortrol. F1vashbelow 15% max. Var. of SS M-104A.

901 8-12-77 Indentations in spool 2CCB-25-S611-1-4 causina rust. Rework 9-1-77 F. Mahala 902 8-15-77 C-230. Air entrainment of_ concrete too high. (6.6%

with a backup test or 6.3%) Pour cc(/b4.58)a' 1'elex. 9-21-77 D. L. Osborn 903 Use as is q-26-77 R. T. Cheek 8-16-77 A-13. Surface of block wall was not saturated with ##

water after finishino operations. Use as is * * "

904 8-16-77 t

lolts used to ' secure them ;have no hardened washers.M Earthquaka.Res.traints have noJ!

905 8-16-77 M-1.13. I ntdown Cooler in storage have rust and I

hea vy_.PfUU52..s cal ing.

/. Alloy studs do not meet marking requirements, 906 !

8-16 ^ Grade ID not legible or complete, manu. symbol missing. Reject 907 '8-N-77 C-208. PSI Strength Averages of Concrete Cylinders .

falls below Specification Requirements.

908 8-17-77 .P. -IJI-1. Rebar delivered to the .iobsite, no OC Receipt Inspection. Use as is 9-21-77 R. S. Morrow 909 8-17-77 FIP -IJI-1. Rebar delivered to the .iobsite, no OC Receipt Inspection, no Quality Verification Doc. Use as is 9-21-77 R, S. Morrow 910 8-17-77 --Dwgs_ C-417/C-403 Pino Rost_ Fmhede nnt installed ner. {

dwa. C-417. not called for ner dwo. C-493. y

~

911 8-23-77 n 27. nrvice- water nining ~

not nreheated or i post-weld heat treated p'er 'GT - M- 1 ; -Use as is relex. 9-8-77 . J. C. Huron 9-29-77 i

M-104A. J. C. Hur on 912 8-23-77 Two different Reaister numbers for sacol 2HBC-103-S619-3-1 leavino approval s_ talus indeterminate Use as is 9-23-77 T. Christofferson 913 8-23-77 C -233A. MTR not received for anchor bolts. F-21241 914 Doc-Rework 8-24-77 J. R. cu fer. $

t; q g8-23-77 C-38. Beams received with damag .d flanges / webs R@ ]

f- (Q }-

i LOG OF NONCONFORMANCE REPORTS PROJECT NAME Midland g,

1 7220' s 66' 2 3 4 5 6 7

NCR NO. DATE DATE NCR

' NONCONFORMANCE DESCRIPTION / REMARKS DISPO. CLOSED CLOSED BY-915 8-23-77 D123 A. , Motor operator for Item 5.3 mounted perpendicular to pipe run.

M-305. SS studs are not marked with the Manufacturers 916 8-23-77 ID or the class of material . Re.iect

_Dwg. M-169. Preheat temoerature of 2000 F. was not 917 8-25-77 maintained on a root oass (FW#61). 26" vard Dioina. ~

M-10AA. I ncation of ' Item 8i on sonal 2HCC-43-S604-14-1 No 918 8-25-77 .., ries from dwg. to the actual soool delivered.

, Nonconforma lce 8-29-77 H. D. Foster I. 305. Stainless Steel Studs are miss'no the 919 8-25-77 manufacturer's ID and class of materia' .-

Reject-M-305. Stainless Steel Studs are missing the 920 8-25-77 manufacturer's ID and class of caterial. ReIect 921 8-26177 C -2 3 0. I cy of grout placed in Pour C(606. 8)a' was Use as is 1dex. 5- b- O P. vancerveer 2 nounds below minimum allowable flvash weicht. 9-21-77 R. Bennett 922 8 - 2 6 - T.' C-231 Concrete in Emerg. Discharge Structure Telex. 9-19 77 ii. T. Cneek '

not water cured - crushed stone backfill in-place Use as is 9-21-77 B. T. Cheek 923 8-29-77 M-10hc. % nine snools~ have code data plates with the '

monnfac+n_im.~si nnmn_ partially nr' totally illegible 924 8-29-77 C-231 Rebar cut without prior approval, Unit #2 lelex. 9-9-/ / U. L. Usborn Exterior u w 11 6078 ._ , Jse as is ri-su4A .

TTges on spools nave raiseo 1 aces. inswau 925 8-29-77 cf-ftat---30-0MBC 20=S6-1B=M9----30=0HBC-16-5618-1-5 926 8-29-77 F-22622. 5 pieces of channel rec'd on the jobsite Doc.-

without heat traceable markings. Rework 927 8-29-77 F-22569. 50 eleces of angle rec'd on the jobsite Doc.-

without heat traceable markings. 9- -

Rework 928, 8-30-77 C-50B. RadiograDhs not received for Personnel Airlock Doc.-

Rework 929 8-31-77 M-204. FW#-72 on Dwe M-169. 26" Service Water Piping, Hot bending wifhout Engineering approval. Rework 9-8-77 J. C. Huron 930 8-31-77 .C-208. Cylinders storeddn_g.urino tanks fell beilow temperature requirements. .

baNr "k"D s ba'TE fal "I k "-

R eject 932 9-1-77 -230,.Pou gOw air Cong7.54.42)a!,_7_cy.. con etn_ pla c e d _with___

3fO 8-29-77 F-16781. Dwg. C-440.

return fini rest.12-13AT 2-13B 1 out of 2 ds for putup Y-acject 9-7-77 d S11fer t__'_____ _ ___ _ _

L _ _ _:

^ ^ ^

~ ~ ~ ~ .J~a51ied incorrectly

" ' ^ ~ ~ " ~ ~ ~ " ~ ~

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LOG OF NONCONFORMANCE REPORTS d

g l 1 PROJECT NAME Midland JOB NO. 7220 PAGE b7 2 3 4 6 5 7 DATE NCR NCR NO. DATE NONCONFORMANCE DESCRIPTION / REMARKS DISPO. CLOSED CLOSED BY 934 9-2 ',7 E-42. Bolts for Seismic Cable Trav supports do not

have traceab'at.y to ASTM A-307 or_ letter of Cer_tification 935 9-7-77 F-3091 ueams delivered to the joustte witn wetas Reject that showed indications of undercutting, porosity. Repair 9-21-77 P. DiCarlo 936 9-7-77 M - 104 A . I 1/8" x 3" bolts. Heat code FM-99. some have cracks in head, extending into shank, Redect 937 9-8-77 C-230. Air entrainment of concrete at ooint of olace- -

ment too high. A(702.25)b' 938 9-8-77 C-230. Air entrainment of concrete at point of place-ment too hiah. CC(503)b' _ _ __ __ .. . . . . . .)

939 9-8-77 M-214. Yard piping runs are out of tolerance in _ telex. 3 // A. a.Inison relation to survey hubs and specification requirements Use.as is 9ho 9-8-77 _m 1N'A N rira fi++4"ca fa" Ra "ina Watar riP inc '

were deliverod to +he'jobsi+a v/n enmplata ann- pa nh ga Doc *-Rework i 941 9-8-77 n 90< Untornton in Onnt. hide. inntalled nuch that it will not embed properly in'the Aux. Bldg. El 620'6' ' Repair 942 9-9-77 E-26. Cable reel, 5050' length was found damaged on board truck. geject 943 9-9-77 G-39. 40 Pcs. or it'1 stock recar was delivered to the jobsite with no MTRs or any U ser's Test perf ormea. R ej,e ct C-304. H-1 and H-2 embeds installed without proper i 944 9-14-77 NDE examinations. i 945 9-14-77 F-22463. A307 Bolts not marked with Manufacturers Identification mark.

946 9-16-77 Dwg. E-536. Conduit IEC012 damaged by drilling the I Repair concrete. Aux. Bldg. Slab. El. 699'0" i 947 9-17-77 C-38. Structural Steel Beams delivered to the Repair jobsite damaged.

948 9-19-77 S pec. C-306. Rebar cut in same face exceedina

allowable limit. Cont. #2 i 949 9-19-77 _F-17611. Attempts at repairing left defects in j cold lea pipe restraint embeds. Repair ,

950 9-19-77 M-104A. Documentation not received for nine soools. '

951 9-20-77 C-330. Wall thickness of weld neck flange is 0.299 I 952./i 9-22-77 4-3 2 0 hiyfer1rir n voc. not rec'a Doo.-

I tor 2" 5ch. UU U5 F1pe - Rework 9-30-77 M. h Donovan ;

~~ -

7] . .

LOG OF NONCONFORNiANCE REPORTS 1 1 Mi ril and s PROJECT NAME JOB NO. 7220 PAGE b0 '

2 3 4 6 5 7 DATE NCR .

NCR NO. DATE NONCONFORMANCE DESCRIPTION / REMARKS DISPO. CLOSED CLOSED BY ,

t 953 9-22+77 Dwg. c-651. struct. Beams joined by turn of the nut method with only one washer. Cont. #2 El. 626'

[

954 9223-77 M-106AC. Dwo. 1-603-7-13. " fig. 60 washers rec'd instead of Is".

955 9-23-77 A-13. Mortar fell below minimum compressive ,

strength @ 28 days. Aux. Bldg. El. 6468-650~T~- !

M-20h 96u Yard pinina. Vnl a el . Th.ra. M 1 A7 avna

" ~

9-94 77

' ~

966 arnuna hal"nv ninn -nnvenna g$7 9 26-77 (1'38- Rtvnnt$vd1 Aton1 Bonm Mark Un. 709-Bigo van received at +ha jnba4+a damaged-958 9-26-77 C-230. Air entrainment of concrete too high, end of Telex. 9-29-77 B. T. Cheek line slump too high. GG(774. 5)a' Use as is 959 9-27-77 Dwg. c-329. concrete cover cannot be mainta.ined due____

tn thn nl annmnnt of vnbar. cont. 49 E1. 771'6" Rework ,

960 9-27-77 lhrg. c-57. 48 rebar not projecting as called out by '

avavina. Anvvinn Wntnv nlda. ~

690'On 6% '6u Rinh. '

961 9-27-77 C-230.~ Pozzolanic Activitv Indnx of Pn'rtland Coment holow minimum 1pvp1 nf enn'trn1 (RM') at 9R days _ i 962 9-27-77 Th'e c 979. TA fting bolts have been poured in place in halnv thn alnv. nnanffled in dwg. Aur. El.6G9' 963 9-27-77 'N-104 A- AC. Pipe sp601 1CCB-25-S610-1-5 delivered to the .iobsite with dents and surface rust.

9 614 9-28-77 BqAM- nav. 5- w-5A fnemn nnt pvnnnntnd in +% A T fnv hnid nnint anlantinn nn fi vn nnnknt unl a n _ t' C-233A. Angle clips delivered to site with weld under-965 9-28-77 cutting, porosity, lack 01 tusion, F .$uvi net ny 966, 9-29-77 FPG-4.000, storage of Liner Plate allowed for damage of plate

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ERD opened during Sapternber of 1977 *

1. Project Name Job No. ~"

20.

, g Midland 7220 No. lPage_of

2. Unit (s) 3. Drawing /Part No. Rev 4. Item Description ti. Item Location Indeterminate N/A N/A Stainicas Steel Studs QC Hold Arca Whse M1

6. P.O. ODtSpeQGt 7. Serial No. 8. Replacement Part ,,, 9. Source 10. 0600CCM/ Supplier

[220-F-19157 Rev0 See Block 16 */" N/A aEv N O. Supplier Coast Industrial Supply Co.

11. Inspection Criteria IR N O. N/A * *. Asm E auTNORiZEo 33. SxETCM ATTACHED 14. Discovered Dur!

15. r: quip Furnished By DOwG EsPEC DOTHEa NO. Mgm hjw 2 m 'y",5 5 " *"O"N O Ovu & _ _ lOnEC:G SCONsT 3 TEST OCoiENT DENG &'o

16. Nonconforming Condition: 24 Disposition Concurrence Specification 7220-M ~405 Rev. 2. Para. 3.0 states in nari,! ,All

REWORx R EJECT REPAIR USE AS IS materials and examination nrocedures shall conform to all annlicable nortions of the K latest issue of the followinre adopted specificatic,ns. standards. codes and addenda whrre applicable.

$ _h PROJECT FIELD ENGINEER

/ JA 3/677 DATE' MIOJ ECT _E ngl R DATE ASME B & PV Code Section II Material Specifications (P j . c).y 7 7 ASME B & PV Code Section III Nuclear Pt.<er Plant Components Y[fMN/N AUTHO RI Z E D O N dEl[.A.TO R

'"" DATE N- f'77 ,

17. ported By 18. Validat y Date 25. Disposition Results L . torr 0 trtC W Datel8ll77 E V k W-77

21. Routing S TO FI(j.D EN GINEERING Q TO OTHERS (SPECIFY) ,

22. Field Erigineering Disposition OFIER.D ENGINEERING RECOMMENDED DISPOSITION TO PROJECT ENGINEERING kEW'T_ hbTRIUALS btLDhE\itsnR TO nRrhM GORRPS rLV h s'ura5ud . ~

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23. Pr; ject Engineering Disposition II 2G. OC Acceptance

. QC ENGINEER DA AUTHOnlZED INSPECTC OA 'I

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1. PROJECT NAME

. N NONCONEORMANCE REl'Ong ' jc'14 i .MplN.$ 1 Tc> 4. A . r9 c -M,hj*,,

JODNO.t p.,qh.

h -

!. .* N ';: i.A3f

! 10. 20. b IN.

~ Midland *

'f220 .

I

.N. '

e . b_ N h'.119 ' N l w , p* ( f* NO.1 PAGE__. N

' ** .. j [ 5. ITEM LOCATION

2. UNITISI 3. DRAWING /PART NO. REV 4. ITEM DESCRIPTION. , ,' *,; M k ! " 's :.

Unit #1 .

N/A N/A ConcreteAih'Cbn; tent'E ! '.' ib ;.).i ' f .* ^ 4 .

C{754.42)a'

6. P.O. On SPEC NO. 7. SERI AL NO. 8. REPLACEMENT PART *

'.'t 9.,50bHCE[ $0. dCNTOAC OR/ SUPPLIER c-230, n. 10 N/A N _qfg_._ R E 7g_ SER NO. NTA Subcj,nt_rgt_o y N hdtnhidn, Inc.

11. INSPECTION CRITERIA 1RNO C-1.30-325 12. ASME AUTHOR 12Eh -

33. SK ETC'H 'ATTACllE O i i 14._ disco'vered DusinD 15. Equip Fairnished By

( ) DNG; (jj SPEC ( ) OTHER ' " l lRic'g k$oint ( ITest gSg!S$:"MNO NO.C-230 r-R e- 10 , 1 l,YE ; XM nog ( IClient i lEno Du FLD

10. NONCONFOnMING cONoiTiON: specification 7220-C-230,nev.'10$Pa'ra.Jf.1.5dedtcsb'YJ.h.@P i ! SITION CONCURRENCE in part.... ~ . ~T ~ j e 1 ' mnrk r'elec~t rep. air ~ uso 95.0~

"Tutal air content of the c.oncreto, as measurdd .p.l a ce-r.: at 'theipoint Iof j3ilDIT

. 1 <; -'

ment shall not bc less than 3% nor more than_6% of concrete.__by_f-1.nte[". 1 yols. :C.on garyi. ';. .. .;

- PH O4 CCT risi.O Enr..r.cc n DATc to the above u or f placement of Unit #1 Exter1.or Hall. _Mich .25A,li?,.' _tlin AIE;, 'i '

< + 4

%' PH_OJ ECT E N GIN E C+t DATE entraim.icnt at point of placement for Ticket #20206 Truck'#30 7 c.y,_.'_had tdst! __ _ _ _ _ . . _ . . _ . _ . . . _ . _ _ . _ _ .

, . :ge .. PHOJ CONSTrt QC JNGINCCH DATC results of 2.7% witi. a backup test of 2.4%.

A to tal o f I7 'chyM_nlaced..U. "0". _ _ ... _ ____ _ . . . . _ . . _ _ _ _ _ _ .

A Listhl.105. 1 lloid Tag Applied. IIold for Engineering Disposition. *$ e

..D AT E

/g -.p. r. h *'*UTH O HIZ CD

NSPECTO

17. REPORTED DY DATE, 10. VALIDATED BY

OATE , .

f * * " ' " """ " "' . "

ri

-l*:

_ .i m0 t ROUTING-

. _ 9-1-n TO FIELD ENG:NEERING ( ) TO OTHERS (SPECIFY)

[ W ' _. ,, ,

&MW ' .

i*

~

22. L.) Field Engineering Disposition ()() Field Engineering Recommended Disposition to Project Engineering .;

Di s p o s i-ti on-r.e q u e s.t e d-by-10/-10/-77 -4 , ,

"Use as is" concrete On Trk 30, Ticket #20206 was found to have a nonconformi.no E.0.L.. air content Of 2.7L with a back up of 2.4L Immediate. corrective action. '

"' l;

. . . i !

was tal:en with a subsequent increase in air collt_ca.t_of 3._05.. Datas._ concrete._rti_th:

I low air is represented by more than the 7 c.y_._placed and ;teste l having^'* lou dir" !

%$y srRKNf TestW l

g 77 content. results will be forwarded upon roguest as s'ocn as; they__l qco'me(.

23. PROJECT ENGINEERING DISPOSITION 3 l coat.h __., _

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DATE

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g. ',.ENGINEER .,. ,

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f,. Inspection Record No(1-1.3Oh 125

2. Date ,_

A 7 7 3, Page i of 4 m cz

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. PLACEMENT LDE.:N'1 LFLCATLON I '" ' ~ ' .. . a . . . _ . - . . . - . .

gIk.jo:nen:sIden:ification'(-s [7fE2-k2,) m

' Thin 15eetion , c1 Thicli% Mass i.1 A Cen.c .r e..te .C. la s s. ...

1 4,.

Mix No. E- 2 r. r= raued air cor.:e : :. = := S

, . 51 ump Vv orking Limit

. S 9, Inadvertancy Margin . _ _2

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s.

Crnerste ?!acbg Temperature Limits _78 M M MVe,.IM f M */O ' ((, W8ather Conditions Applicable

,_-as, - - -

Hotg Cold c3 13 - 14 C urr.. !$ Saraptlag 13 Caca. -

nu ;Z1 T.asr.p.cyls.

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.. NONCONFOfNAANCE REPORT (CONT'D)

s . i '! .2 0 ^ d, ,. 6 , O F. 6 10NCR NO .. 932 .. .

Bleck #16 Centinued: -

iL j :L '-

N 'lp.,, :e '

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..p.. . .

g

'i the noted nonconforming concrete and is thereby irideterainatelrf,'vality. Gubsequent tes

~ '

representU b[Truili~Tiiket No. 20208 was accepta$le.[I ~ p h.. d._._ j p. [. '

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17 b4 9.4 7.YI

1. PROJECT NAME NONCONFOpMANCE REPORT 1c,4 4 q.'ta n'$'

JOB NO.

10. 20. - #

Midland 7220 NO. 9 3 4 __. PAGE10Fb

2. UNIT (S) 3. DRAWING /PART NO. REV 4, ITEM DESCRIPTION

5. ITEM LOCATION Common E-706 5 "

x 1 " H. H. CS

6. P.O. OR SPEC ND.' 7. SERIAL NO.

Tray Supp. All Elev.

D. REgCEMENpgRT N/A 0.E URCE I1 0. CONTRACTOR / SUPPLIER N/A N/A P/N REV SER NO. j Const. l N/A '

11. INSPECTION CRITERIA IR NO. ^S A H I,D 13. SKETCH A TACHED (X) DWG ( ) SPEC ( ) OTHER NO K 23 ' i N

( ) YES )NO

14. Discovered During 15. Equip Furnish d By I)YES ( NO ( ) Rec's XXCcnst ( ) Test ( ) Client ( IEng IFLD 1G. NONCONFORMING CONDITION:

Bolts used for the Assembly of Seismic Cable Tray 24. DISPOSITION CONCURRENCE j

Supports are to be " ASTM A307, Per Note 3.B, Dwg. E-42(Q),' Sh.100, Rev. 3. """"" "" ""'" "">'M-Contrary to the above, the Bolts used in Assembly of Tray Supports have no Manufacturer's Markings as required by ASTM A307, Section 8.1. In addition. "" ^

N' ' " ' ' " ' ' " " "

the Purchase Order, 7220-F-3089, did not specify that Bolts were to be ASTM "" ' ' ' ' ' " " ' " " " ' ^

A307 and no Power Strut part number was used for the ordering of subject "" " ' " ' ' " ' ' " " " ^

Bolts. Bolts were furnished by the 0. L. Johnson Co., not Powerstrut, so ^"" " ' * ' ' " * " ' ' ' "

~ ^

17. REPORTED DY DATE 18. VALIDATED BY 25. DISPOSITIO N R ES ul.TS DATE

& hAA.AJ% 'l "c1 *

21. ROUTING: ( ) TO FIELD ENGINEERING ( ) TO OTHERS (SPECI'FY)

~

~Cf Z *f" ]

22. ( ) Field Engineering Disposition Eiqld Engineering Recommended Disposition to PsoMet Engineering t Ili99Ff4fT' LOO EUOAHRED EY IO**M ~Il

$$"dV N5Ihd 6D_.3OCIS ME'YO M,_.Ll$kD "lk$ $W_ 41_ Mhlglh[--

BCLT5_ lhMTEtADJMTERR SUPI_L917_CCLSElSmlC__1WJB.OlW__.SuMMES mill _cehawm ASTM A-30 7 wDatLL_Ds9tAy ALIntmacIUREd_ ; '

lON.NI(-I_ Chb MM - f))kJONCL\ G O/Mh7 Y [r_TO O'T. 9 A P E_

23. PROJE'CT ENGINEERING DISPO51 TION ij

l 2G. OC ACCEPTANCE OC ENGINEER DATE AU TliORIZED INSPECTO DATE" W

/

I, _ _ _ _ _ _ _ _ _ _ - - - - - _ _ - - - - - - - - - - - - - - - - - -

?' -

tss a io. ri .'

NONCONFORM E REPORT (CONT'D) 20PAGE 2 c, f '..a[n u3 93.3

. 81 ock _] 6_ Con '.t.t _. .. . . ... . . . .. _. .. . .. . _ _ . . .. ; ._. .. ._.._..;...____ . . . . _ . . _ . . . . _ _ . .._......1__.._

.___. consequently no__ traceability to the ASTM A307 Specification or Powerstruts letter of certification exists.

AlI, Hold tags applied. __

Q List number 3.005.

Mcld pending Engineering disposition.

9 ble

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.f - T, NONCONFORMANCE REPORT

~

1. Project Name

. Job No. 19. 20.

Midland 7220 No. 936 p.,e 1,_o,1

2. Unit (s) 3. Drawing /Part No. Rev 4. Item Description 5. Item Location 1.2, & Common N/A- N/A

6. P.O. e . 7. Serial No. 8. Replacement Part 311 ASME III Bolts 1 1/8" x 3" QC Hold Area Whse #1

,,, 9. bree M. h _ _ _ a / Supplier t 2C-M-10hA-AC Rev. 8 Ht. Code FM99"/ n N/A REv n o.

11. Inspection Criterie [ s 2. ASME AUTHORf ZED Supplier ITT Grinnell / Texas Bolt i IR NO. 93. SMETCH ATTACHED 14. Discovered During 15. Equip Furnished By Oowa E s*Ec DoTwER a o. 7220-M-201 Rev. 7 ' " ' * "

g 'y"E .

"O"ao" Ons Guo DaEc:a DconsT O TEsr OcuEaT QEno Or'o

16. Nonconforming Condition: i.

,, , 24. Disposition concurrence

"'* "" "'"^'"

roda FM99 indicates 17 of these bolts have injurious defects (cracks on the head of " '2

N

_ th7 bolts extending along the shank). "Q" number is indeterminate until installation. IM // JU

'/[IZ/'7

^

J 3 Hold Tags applied. '

Nota: ROJECT 1 bolt of this heat code has been thrown away. This accounts for all 312 DATE

. dANNE ef /3-77 bolts received with this heat code. "'

' M 7 /#"'"#f. M-27, ;{

A UT'e'IO RI Z E tilN[PE cT O R DATE

17. ed B Date 18. Vali By Date 25. Disposition Results }.

/ '

A4r F-7-77 s sAsA w 9-7-77

'M1 Routing g rsELD ENGINEERING d Ed CIHERS (SPEC Y I

22. Field Engineering Disposition Or,Eco EncinEERina REco==EnoEo was. Tion To rRo,Ec7 EnoinEERino hwer Ibramms Sumvien is Te namntu m i erxlmnoc:, d pmaa ds 7eso- i J2ptTK uYTH R&NT c'O)DC- TM99 -TG 'TR1L M1PDLiliQ _

~ SM4 . !

t$dLlueAE 9s2-77 /2/A'$ 1 'h t w k ' '

Ak, f ) fg 0)~l2 ')] -

23. Pr2 ject Engineering Disposition *

'6 f

L

.i' 2G. oC Acceptance

- QC ENGINEER DAT AUTHO RIZED INSPECTOR DAY I' v .

y Ws WQ p **"

civs );

'QA NONCONFORMANCE REPORT g g, o 13 n l

1. PROJECT NAME JOB NO. 10 20.

llidland 7220 Nd. 9.E PAGE1 _ OEM 4

2. UNIT (S) 3. DRAWING /PART NO. REV 4. ITEM DESCRIPTION 5. ITEM LOCATION Aux. Bld :. !{/A N/A Concrete Air Content

7. SERI AL NO.

Pour #A(702.25)b' G. P.O. OR SPEC NO. 9. SOURCE

8. REPLACEMENT PART 10. CONTRACTOR / SUPPLIER C-230, R.10 N/A P/Ngg REVgg SER NO. W/A Subcontractor Champ _lan _.Inc.

~

11. INSPECTION CRITERIA IRNO C-1.30-255 I

12. ASME AUTHORIZED 10 l 13. SKETCH ATTACHED 14. Discovered During 15. Equip Furnished By (iDWG (M SPEC ()OTHER NOMO r-R.-10 '7SP REU'D l ()YES (M NO ( ) Rec'g bc)Const ( ) Test ( ) Client ( lEng (x)FLD

16. NONCONFORMING CONDITION:

Specification 7220-C-230, Rev. 10, Para 9.1.5 states in 24. DISPGsnlON CONCURRENCE part.... " Total air content exterior concrete, as weasured at the point of '* * ""*' "'# """"

placement, shall not be less than 3% nor more than 6% of c,ncrete by volume." .

PHOJ CCT FIC LD CNG6N EliR DATE Contrary to th_c above, for the concrete placement of the Auxiliary Building Wall PH OJ CCT t~ NGIN CCR DATC

2 Elev. 702', the air entrainment at point of placement for Ticket #20259 was 9.0%. The percent of air entrainment for Ticket #20260 was 7.3% with a backup "" ' " " " " "'""""" ~

AUTilOH12 C O INbrCClose OATE of 7.0%. A total of 13 cubic yards was,placed with_high air content. "Q" List -

17 FPORT!*' BY '

23. _ isP ssT: N HCsms DATE 1 18. VALIDATED DY DATE l

$ ~~ 0

l Y

(

21. ROUTING: PQ TO FIELD ENGINEERING ( ) TO OTF(RS (SPECIFY) 22.-( ) Field Enginecting Disposition ( ) Field Engincering Recommended Disposition to Project Engineering nispositinn requcctccL by : 9-23 4-7 '

"Use 39 Tr" cencrcto-planna nn trk-#50 -ticket 7 4/GO2-59-was-.-found to-havo-an-EAL nir centant- of 94 vith-e-back-up-Of-8djk--Jmmed-iato-correction-action was taken and the next trk. was tested vieldinrt a 7.V4 E.O.L. air content with a back up Of 7 0%. Placing concrete was halted and 3 c.y. Of concrete was Mjectba'.-- Uponacmpletion-of-a-satisfeetory-truck-diseharge-air-content-test of 6.2% On the next trk, thcing resumed. These test.results represent more

~

than 13 cy Of concrete'. um(A-@ 9A /,,,

d. '

The f'ollouing nrn thn 7 any tent vnnultn fnv thn TL9 nnnnvoi n ne thin p1nnn ment.

? Project Engineering Disposition - Block 23 - See Page 2 ' 2G. OC ACCEPTANCE .

QC ENGINEER DATE 5 AUTH ORIZ ED INSPECTO ,DATE -

B. .

(r* O

') \CCB w-

i. '. LOCK #16 CONTINUED: _ OF .b $

NONCONFORMANCE REPORT (CONT'D) 2oPACE UNCrt NO ,.

.(1,205. 1 IIold Tag _. Applied. IIold for Engin cring Disp 3sition.

.. continuation.of_.Dlk.22:..___ . _.

. . . ~ . - . . . .

_.._. S tch Plant _,Cyl. ,, Avg,gt,mngt_h(poi)__ Field Cyl. Ave. Strength (p 2378 2935 2379F 3355

, 2381 2".35. -- --

2383 9750 -- - - --

D ,*.<.Ja 8. J.-

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Y 6LecK 23- _ - . s_. % ./ # .73

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Ins'pcc ion R.ecord No _C - /. 2 0 .D 5 5 /!D9 '

2 . . . Da. te

3. . . P.a5.e / of

. CO. .N...CRET..E PLACEMENT

-- a LDENTLE'LCATION

. . . n.. - . , . _ . . . _

F1 ' . .

. ant Identific'5.ttori~ Tf Q ETs

,, Thin Sectiori M Thi.ck c: ,Ma's s$ '"O Cincic.te'Clas s T 4,. 'MLx No. D-3 't. rairats.a Atr coni. : Lt.=ts J hfh, .

Stun-p, w orking Lirait - .~2 ' #'

( o 9,~Inadvertancy Margin.

j' c.ur :. Practs: r.mp.rmr. Ltmt:, B .5 />? B X. - -

u.'"$'c "d"* * * ^ ""'*t * . Hog Cold g-

, 13

14 Cum. 15 Sampitas 1(i Stump I 17 f.A t r ** - 19 Amb. 'O Nalt 1Ce ..

Truck Ttmo Yardag. Point asT3g

-3 No. Inc. AST11 T.mp

. C.143 74 C.Z31 74 C-133 74 T.st No. Arar.

0333 No 9: 38 gr V - '

o.a a 2, to 9:39 8 W o z. 8 %fa "/v. a Y?6 '70 a39H: 5 633o 26 9 : </o D c .Y. .raom k <, n ~ y (~613. 3Sh' '

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bDs / SG 13.-99 t' / Do l l l 2 a as <Aco 19: 05li.asl l '

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, y. Yard *5* Pats: ASTM Temp. Temp- W.4e ASIM ASTM C-31 49

. Ent. ASTM C 143 74 C 231 74 ' C-138 74 Tesi No. A mt.

O / dol io 366/ So IS:ps Ih6 %. 3 s.u. s.s esr nra rA>

1o36? 3o /6.on /e4 5 09 6Y) S6 16'OS / 9 "> _

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NONCONFORMANCE REPORT

- r o 4 . 4 . 9' G ~D

1. PROJECT NAME JOD NO. 9 Midland 7220

2. UNIT (S) 3. DRAWING /PART NO. REV 4. ITEM DESCRIPTION 5. ITEM LOCATION Cont. #2 N/A N/A Concrete Air Content Pour #CC(630)b' G. P.O. OR SPEC NO. 7. SERIAL NO. 8. REPLACEMENT PART '. SOURCE 9

.'. 10. CONTRACTOR / SUPPLIER C-230, R. 10 N/A P/N _U/A REv-N/A-.SER NO. .-N/A-_. Subcontracto c Champion, Inc.

11. INSPECTION CRITERIA IR NO. C-1.30-188 12. ASME AUTHORIZED

13. SKETCH ATTACHED 14. Discovered Durino 15. Equip Furnished Dy

()DWG (x) SPEC ( ) OTHER NO _C ,230,-R, 10 yS[gggRp00D ( l YES (A1 N O ( 1 Roc's kiConst ( ITest ( IClient ( lEno td FLD 1G. NONCONFORMING CONDITION:

Specification 7220-C-230, Rev. 10, Para 9.1.5 states in 20 DISPOSITION CONCURRENCE rework r ep"ur ~ u~

part.... ,' Total air content for interior concrete, as measured at the point of r'elec t so as 65 placement shall not be Icss than 2% nor more than 6% of concrete by volume."

PHOJECT t ICLU CNGINEEft DATL

_ Contrary to the above, for Containment #2 Primarg Shield Vall Elev. 630' placement,

, _ _ _l'H OJ ECT ENGINLLM OATC

_t,he air entrainment at point of placement for Ticket #20287 the percent was 7.1% -

4*f tOJ CON ETit QC EN GIN L hat DATC with a backup of 6.3%. The percent of air entrainment for Ticket #20289 was 7.4%.

The percent of air entrainment for Ticket #20327 was 1.6% with a backup of 1.4%.

17. REPORTED BY DATE I 18. ALIDATED BY DATE * * * "" ' ' " ""'"'"

\

l Y'Y

_21. ROUTING: 04 TO FIELD ENGINEERIN 3 ( ) TO OTH RS (SPECIFY)

22. (,) Fictd Engineering Disposition ( ) Field EnD nacting i Recommended Disposition to Project Engineering i

. "Use as is" Disposition requested by 5-77 .

HIGH AIR CONTENT: Concrete on trk 30, ticket #20287 was placed based On 4 trk r dischg. iiir content of 7 2% which is satisfactory due to standant air losses in +hn 14nn Trencynr, upnn anto minntinn nf R.O L. tect venultn n hirrh nir enntnnt nr 7.1{. uith n hnnicup of 6 3% uns discovered. A subseauent cut in L nir ndmix.-van-made-and-the-next truck vas tested resulting in a 7.4% E.O.L.

--air content. A further redaction in air content was mado resulting in a

' ' I' nntinfactorv 6.01, E.O.L. nir content. These test results revresent 16 cv.

. HrnunW Ma.. ,%z ?h2h)

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I M AIR CONTENT: Concrete on trk 56, ticket # 20327 vas found tO have an E.O.L. 2G. OC ACCEPTANCE

, i- OC ENGINEER DATE

', niv anntnnt nf 1.Id uith n hnnicun nf 1 hT,. 'Phn nnyt 4 runic vnn tnntnd vntmit.

AUTHORIZED INSPECTO- DATE

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1 :

NONCONFORMANCE REPORT

1. Project Name Job No. 19 20.

Mial anr1 "** % "* L *'

2. Unit (s) 3. Drawing)0GODGK 7^20 Ree 4. siem Description s. stem to***a Common Grid D13 725tO-M167 1/g' PoaCYX111c_Ln3 claim _Arca.

6. P.06 7. Serial No. 8. Replacement Pa't r

%g. Sourcenhrtnatna Pipina 10. Msupplier 7220-M101A 4 Rev 8 N/A r/N W A "Ev N o- '

11. Inspection Criteria '

,R No,R-1.OO-1356 & l564i z. As=E AuTNOa82EO Sunnlier TTI' GrinneE Kernersv411e. fr.c.

n. sxCTCH ATTACHED 14. Discovered During

'" 15. Equip Furnished By Dowa UsrEC DOTaER NO. M-201 nov 7 5 m 'y"E,"*"O"N O Om &

16. Nonconforming Condition: GREC:o DCONsT O TEST OCENTEENa Or'O

24. Disposition Concurrence R_EWORK REJECT REPAIR USE AS IS Seller shall maintain records on all materials _. fabrication. welding repairs and non- Ocx .

d*structive examination for all piping specified herein. All such records. certificates IIca) ? .2/77 J FIELD ENGINEER ATE '

test data and reportn nhall be nynil nble to the T1uyer for vnvinw. _ _ _ Al l annumpntntinn JE INE DATE reonir?d herein shall be furninhed upon or before_the arrival of the piping at thn joh-RO RO E hMEER 90M The documentation nhn11 be snecifienlly identified nn to thn chimnnt it vnnvo.

nite. DATE AU t/O RI Z E D B N sdE CT'O R DATE

-/#-77' '

con't Pc. 2 '

17 R Date 18 y

/A. dported

/ft. Routing d.. ByllbCZ %2-J7 Y; ValidateA

~

Date 94-77

25. Disposition Results ,

/ g TglELD ENGINEERING Q TO OFNERs (SP IFY I

22. Field Engineering Disposition OFIELD ENGINEERING RECOMMENDED WO51 TION TO PROJECT ENGINEERING AT1!iR1AL bL1PER\/LSf3TL TO OT&TAdO C'e>RREEI' D(ThM11LITNTlek3.

b bl fa 9~ /)~ ~Il

/), $ $, $$ 9 2 )

23. Project Engineering Disposition *

26. OC Acceptance QC ENGINEER

, AUTHORIZED INSPECTOR

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.i NONCONFORMANCE REPORT i IcPROJECT NAME JOB NO. 19. 20.

Hidland 7220 NO.9 I PAGE1 _OF 2

2. UNIT (S) 3. DRAWING /PART NO. REV 4. ITEM DE!CRIPTION 5. ITEM LOCATION Common -

7220-C-205 8 Waterstop Aux. Bldg. Elev. 628' - 69

6. P,0. OR SPEC NO. 7. SERIAL NO.

8. REPLACEMENT PART '9. SOURCE 10. CONTRACTOR / SUPPLIER _ .

N/A N/A P/N_.gfA REV_y-fp SER NO. --N/A- Construction g/A

11. INSPECTION CRITERIA IR NOC-1.20-321 12. ASME AUTHORIZED INSP ION E Q'D 13. SKETCH ATTACHED 14. Discovered During 15. Equip Furnished By 0() DWG ( ) SPEC ( ) OTHER NO IX) YES ()NO ( ) Rec'g 00Const ( ) Test ( ) Client m)Eng ( IFLD

16. NONCONFORMING CONDITION:

The waterstop located between Containment Bldg. No. 1 24. olSPOSITION CONCURRENCE and the north end of w. wall of Penetration Room, located 24' West of "3.6", is "* '( "f , N "*

presently installed in the Containmen'i Bldg. so i.nat it will not embed properly IjYcM Ff f 2./y y into the Auxiliary Building wall from Elev. 628'-6" to 634'-6".

Sketch for Location of Waterstop. "Q" List #1.106. One lloid Tag Applied. I!old See Attached

(( 'phggf wf ~ [" I" "'/4 for Engineering Disposition. " " "

AUTt ** 2 E D I NO9f.CTO R DATE

~ 17. R PORT D BY DATE N ALIDATED BY DATE as. ise sinc .

m s.T s,

& 9/ehr $18n @ A dr 6 -~

21. R@ TING: 1) TO FIELD ENGINEERING ( ) TO OTHERS (SPECIFY) ) ' '

' ' /

22. ( ) Field Engineering Disposition ()1 Field Engineering Recommended Disposition to Project Engineering Flare the wall as shnwn in the attached Sketch, from Elevation 628'-6" to 641'-7".

REFERENCE:

NCR #824 M<pTA I- S/8/77 -

U /2 ./ ' ' 9 A /.,.,

v v ,

Disposition required by 9/16/77.

23. PROJECT ENGINEERING DISPOSITION .

Project Engineering has reviewed the as-built condition reported in Block 16.

The Project Engineering disposition is as follows: I

1. Flare the wall 6 inches minimum and 9 inches maximum. '

7. Add 1#5 as shown on page 2 of 2 with a standard hook in the E1. 642'-7" slab '

, and a hook with embedment length into the wall at El. 628'-8" t./MA 9 9-77 2s. OC ACCEPTANCE g ,p , y OC ENGINEER DATE

', {}& ppm AurH RIZED INSPEC DATE f._fi))

u,. \} y.,)

~[

CALCULATION 5HEET j r ,-[i i~ -'

DATJ f!&!77.G, .

ccci N cY - - @WM DATE CHECKED GY SH*ET NO.

0;ECT b O bN D JOB NO. 220 CU2J3CT ~ NC.E 9 -

P4. '2. os 2. CALCULATION NO. FILE NO.

( -

Y f ADO'l 1 *6

.gy. - WITN 6TD. ll0045 EXTE/JDIAK-

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l?.Gord MENDED bl5 Pos. iTlo4 'Tb idCE4 M .. . .

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'l NONCONFORMANCE REPORT 1

1 1. Project Name Job No. 19. g 20.

Midland '(220

2. Unit (s) 3. MPart No. Rev 4. Item Description 5. Item Loc.M grig g Tndotorminntn Ron1 Mn_ 7A676 '

N/A 400 V ('nntnn1 nnh1 n Posevville Tavdotm Area

6. P.O.]D0000000 7. Serial No. ' 8. Replacement Part ,,, 9. Source 10. M/ Supplier

'7PPO-L96 Ad Rnv1 Man Til nnk lg PfN N/A REV "- Supplier The Rockbestoa_Cgany. Hmr HAYen,_ Conn.

11. Inspection Criteria iR NO. R-1.OO-lopp s a. ASME AuTNORrZEo s s. surTCN ATT ACNED 14. Discovered During 15. Equip Furnished By

'" D" @

CowG EsPEC DoTNER No. E-96 Rnv 3 O 'v"Es'*" YN O OREC:G OCONsT O Test DCLiENT EENG Or'o

16. Nonconforming Condition: , 24 Dissrosition Concurrence REWORM R E_J E,C T REPABR USE At IS pennavatinn env nhinmant nhn11 hn nunh an tn protant the enh1n ngninnt aunt; anmnnnng; X .

nr injuvv thnt might he annnunternd in tynnnnnrtntinn and hnnaling. 'Phn l nggi ng .

,D TE N

R ;T FIELD ENGINEER enclosing each reel shn11 be equal _in str.ennth to 2 inch (nominaldhich_. fir or velb P OJEC DATE GINE R pinn inmhnv." Contrnvy to thn nhove. onh1n von 1 M7A6'76 T-05060_B-00009; Thnm lh - . 9-N-77 PROJECT CONST Q N GIN EE R D AT'C ' '

9/ennanntor /h_O. 5050' lenrrth wan found anmnrend nn hnnvd tvnok. Ann Attanhmon+ "A" AUTN O RI Z E D INDE CTOR DATE "O" numbne i n 't.OO7_~

nnla nonainre fi nal dinnnnitinn.

O nt wora tayrs) anp11ea.

~ Reported By Date 18 Validateif Dy Date 25. Disposition Results 17.O L WG .

W W8l77 f f-FA7

21. Routing $ To r87).D EN GINEERIN G Q TO OTNERS (SPECl

22. % Field Engineering Disposition O FIELO ENGINEERING R ECOMM EN DED DISPOSITION TO PROJECT ENGIN EERING hWVF T)ti&MM 90Rmc0 % CAW-9 , APPRM M.. AW) V. EI,. tx-lan M. Md_ . .- ..

RBmalLT)MA . TAC, DAMAGE-D PGR"TIOM ."'TF) WP llRcm F-BR*TEhiPC)R&W3 -

MOLY". 9L cR M ROLD ARE A %Rhd cmw7x em visual MPBfTltB ArOD R%ULICTHM) R6<d6TAh ,G. ECU kTY"CO D4NY r

co m ucun cm mes.ns_i8m3 @- ** 9-/a / 7

23. Proj,ct Enginscring Disposition

26. OC Acceptance

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' NONCONFORMANCE REPORT

1. Project Name Job No. 19. g to.

Midland 7220 "*- "*

2. Unit (s) 3. Drawing /Part No. Rev 4. Item Description 5. Item Location Grid LON Indeterminate N/A N/A Reinforcing Steel Poseyv111e Laydown -

8. P.O. olCXUilO'JEiK 7. Serial No. 8. Replacement Part ,g, 9. Source 10. N/ Supplier 7220-C-39AC Rev 1 N/A 'I" .N/A Rev n o. Supplier Inryco Inc., Chicago, Ill. -

11. Inspection Criteria ,R .D.R-1.00-1901 i s. ASME AUTHORIZED 13. SMETCH ATTACHED 14. Discovered During 15. Equip Furnished By Dowa SsesC DoTwrR no.C- M p r. M O 'v"c'S**~da'o" Om Do g,,C.oDConsT O Test OCoiEuT Ecao Orto c 208 Rev a 0

16. Nonconforming Condition: 24 Disposition Concurrence -

Ppecification 7220-C-99 Rev. 10. Para. 8.9 states: " Mill test reports REWoRM R EJ E;CT R E P A. R UsE AS .S shal', 'oe snbmitted to_the Buyer at the time the steel is delivered to the fabricating x shwp.. Buyer's apprcyn1 of mill test reports is required prior to shipping fabricated __

_ _ b c,M (f./g.77 material to the jobsite". Specification 7220-C-208 Rev. 10, Para. 8.1 states in part:

PHOJFCT ENG8N R DATE

_" Reinforcing steel shall conform toASTM A 615 Grade 60. The tensile and bend tests bl _

- .9./f-y_7__

rhall be in accordance with ASTM A 615. ...At least one full diameter specimen from l AUTHORIZED 8NSPECToR DATE Con't Page 2

17. Reported 87 Date 1 Vatict y Date 25. Disposition Results b 411/7 s e s' f t'-IfN%d S- I- 7 7 Q , f *f* 5Y~/

2i/ wuting

, s To risto eneinesRina oTooTuR.isecirg 22.pn.id Engineesng Disposiiion a .uo o. -Ri~o R C- o o o.*o..T.o~ To Ro-CT e -R.~o Ir-AuT Nhreaurst rm wwo m %ti noTit Annutwunscris N P,E m exm r_ng t rg arm ev M rutom re aant rs AM A7/cuNtu 9-1G-77 '

_N%5+I 9/nJn '

23. Proje,ct Engineering Disposition W/ U o t

26. OC Acceptance

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- - - AUTHORIZED INSPECTOR D k U _

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NONCONFORMANCE REPORT' To A .A . 9- sq a 1

1. PROJECT NAME JOB NO.

19. 20.

... , Midl.and 7220 NO.944 PAGE .1_OF 2 l

2. UNITIS) 3. DRAWING /P*ENi& REV 4. ITEM DESCRIPTION -

5: 5. ITEM LOCATION Aux.

_Comon._._ 0161.dQ) 1 H-1 and H-2 W heds

b. 6. P.O. OR SPEC NO. 7. SERI AL NO. 701 f_5.,1-7. 0. . H 1.ing._._

8. REPLACEMENT PART

'9. SOURCE gg y/g P/N._n/a REV n/.a.SER NO. n/a._ g

10. CONTRACTOR / SUPPLIER

11. INSPECTION CRITERIA 12. ASME AUTHORIZED

.[ IR NO.0_. Oh.r280){

13, SKETCH ATTACHED 14. Discovered During

()DWG {} SPEC ( ) OTHER NO li Rev 12 INS,P I R E O'D

()YES Q() NO ,8 13ec's blConst ( ) Tost

15. Equip Furnished By

( ) Client ( JEng ht)FLD

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16., NONCONFORMING CONDITION:

I

' 24. DISPOSITION CONCURRENCE

_Lgymrk ~ lect te re' pair

.[

_ Nata _#$ nn drawinc 0181 -(-Q)_rav 1 roquiron_tha_vold..end_plata_of_H-1._and H-2 -"so n i;_

7 embada_to_ mao.t_the_ additional _ requirements of speo 7_220-0-233,_sootion 8.h.

, PHOJ ECT 8 8 ELD ENGIN CE H__ DATC_.

'; _(1) _Paraaraph 0elie.1_(F)._aiatea,._"Pr19r_.t9_.191 ding,_1pg6 ultrasonically _examino PHOJCCT ENGtNCC34 OATC the_ plato _in._th_o ar_qa to be volded tr_ ASTM A518. Supplomontal Roouiromont sam ,a

. 'f PHOJ CON STit QC CN GINECH DATC contrary _tO_tho_abava, three_ (3) H-T nmheda_ xero _innin11cd_vithaut. receiving _

1.y .

ultraDoDic inspcQ_ tion o'f the vdd aron. "' AU TH Q HlZ CD INsPECTo H DATE

17. REPORTED DATE 18. VALIDATED BY DATE as. DasPCs T ON insus.Ts

h. f**

9-Y"]'l Q

1. ING: TO FIELD INGINEERING ( ) TO (ITHERS (SPE!CIFY)

a. - ; . [

T-

22.'( ) Field Engineering Disposition f LField Engineering Recommended Disposition to P

\ ,

i ,.

TMPcrtTim3 RF-Cta1 PET) BY 9Weet -2.EnSrr,Jring

\-/

y.. (1) Ultrasonically examine the plates in accordance with ASTM A578, supplementary

[; *. , , - requirement S8, modified as follows: -

4

. [ f, 'A) Scanning shall be continuous over 100% of the areas defined on.page 2. ~

B) Loss o'f back reflection need not be reconled.

W- C) Reconi the amplitude, size, and location of all indications (cont. Pg.2)

j;. 23. PROJECT ENGINEERING DISPOSITION .

~ f.7 2 .! .

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. 26. OC ACCEPTANCE

.f .,

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. ' , .; OC ENGINEER

, DATE 3,. I,. < . . .

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AUTHORIZED INSPEC DATE k.k..I,}; , G T -

__: __ _e_ _ _ - - - - _ _ _ - - - - - - - - - - - - - - - - - - - - - - - - - ^ - - - - - - - ' '

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I 5 NONCONFORMANCE REPORT

1. Pr; ject Name Tc, A . A . 9 -2>Tf5 Wi5..

Job N:n. 19

Ridland__

945 p,$e 1- ot y l/3ki7 722.0 __ . ;_ . _ . . _ _

3. Drewing/Part No.

2, Unitis) How 4. Item Description 5. Item Location. _ .

Ind.tsrminate N/A N/A A307 Bolts QCHold,Whac)1 G. P.O. DKSN20tgGC 7 Sorial No. 8. Replacemen. < art gg, D. Source 10. I:IIDIKDLUISupplist 7220-F-22463_ novo See Block 16 r/N N/JL aEv N O. Supplier North Central Fasteners

11. Inspection Critoria ,R N O. R-1.00-1932 i s. 4SME AuTnOnizc0 i s. 14. Discovered During saETCN 4TTACN=o 15. Equip Furnished 0y OOwG 09 spec DoTNcn NO. ASTM A307 - 71' O 'v"c's "G"N O O v== ENO @ HEC *G CCONST OTEsT OCucNT OENG Er'O

16. Nonconforming Condition: 24. Disposition Concurrence P.O. 7220-F-22I63 t Rev. O. Note 1 states: "All material shall conform to

" " "' ~ ~ "

th7 requirements of ASTM Specifications A325, A490, or A307 as noted," ASTM Specificat-irn A307-74, para. 8.0 states: " Bolt heads shall be marked (by raised or depressed

^**

mark at the_oytion of the manufacturer) to identify the manufacturer. The manufacturer " " ' " ' " ' ' " " ' " " "

may use additional marking for his own use." Contrary to the above, 50 ca. 3" x 3/4" % "" """ ^"

A307 bolts and 300 ca. 2 3/4" x 3/4" # bolts A307 were not marked with the "" ' ' * ' * " " " " " ' ' " " ' " " " ""' -

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

Continued Page 2

10. alid Dato 25. Disposition Hewits '

17.W1 ported By0.thenmau DateWNm W V E /at d D6%6 L 9-M-77

21. Rruting ,

@ TO FIE N GI N EE RIN G' C 70 OTHCRS (SPECIFYl I

22. OField Engineering Disposition %FgbD ENGINEERING RECOMMENDED DISPOSTTION TO PpOJcCT ENGINEERING l_M9esmen RE.Gl_uRPzn Rv \n-+ ~17 4515 MNG b'3TRIl % FEET-4 tmOk3 k 3CI'l ME;5 MOT 1OC_LunF A. L t s'i' G M D M )1 @ TANr31@l59 3 RB_RQ* %MPFMRS MLE FMPA ROY SCORCF ,

mntmsR makmc. tan en nw Avv_ er- hecwTARtrt atmLfTV IF THE.Y QW_ST

'IhE GEhMCAL ARD B\WMC AL REmt nRF_mrir5TS OF kNTO A 387. kVTAC@B -

N MClMASIM M bkMbOED ["C.G O T . M h GrF '

23. Pr: Ject Engineering Disposition 2G. QC Acceptars:e QC ENGINCER DATE AUTHORIZED INSPECTOR Q.' y. .

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O.. -

. STATEMENT OF CONFORMANCE ,

We hereby certify that all materials and work supplied under P. O. 7220-F- 22463 Q conforts to the requirements of the .

Purchase order. ,

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Signed C. H. Athans Title Sales Representative Date _ August 17, 1977 cc pany NORTH CENTRAL FASTENERS , -d y

P DJ G-T1

. gt FORM FPG 9-1 .. .'l p

-P l OT

.. .~- - .

~ ' ~

Rev. 1 '

. C)$3.}fE.S*UUbI5,* Attachment 3 - f( . '?y - v - CERTIFICATE OF COMPLIANCE , 9 We hereby certify that the material supplied under P.O. 7220-F-

                                 -22463 Q                        conforms to the Technical requirements of:

ASTM A325 ' ASTM A490 ASTM A307 t r .;

}..

V l 0,.m \ signed C. H. Athans Title Sa'les Representative nate August 17, 1977 D

                                                                                                                                            .y         I Company NORTH CENTRAL FASTENERS                                   h
                                                                                                                                             +,

o :

NOTE: Vendor shall indicate the prescribed technical requirements to tihich the purchase order has been ordered, i.e., ASTM, @

                                          -ASME, etc.                                                                             ,

7 (j' N(j't . P

                                                                                                                                         ~   4 W.
                                                                           '                                                                   Lil - *
                                                                      ,                              FORM FPG 9-2
                                     -- - - ~- *               -        -

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                 !d
                         ~^lNTHCENTHAl.FAIiEFEES P.O. BOX 1242
                                                                                                             '.i .*;

N.5HORE DR. AT HICMAN PARK RD. g2

                 )       ,   BENTON HARBOR. MICHIGAN 49022                                                     /

j rg. ==2 Phone Number

                                                                                                                   ~
   ~W                      ht
                           ,gnd (616) 926 -1185
                                                                                       ~
                                                                                                                      ,e Augus t 10, 1977 <                  '

l Bechtel Power Corporation P.O. Box 2167 Midland, MI 48640 ATTENTION: JACK JONES Dear Mr. Jones; We hereby certify that the material purchased on your Purchase Order Number 7220F22463Q and written on our Invoice Number 33964 meets and-conforms to the ASTM A325, ASTM A490, and ASTM A307 requirements as referenced on your purchase order. .

        ..                                                     Sincerely,                                .
                                                                                                                ~)
                                                                .      V         ' ' "

C. H. Athans Sales Representative CHA/ks

                    ,                                         SIGNED BEFORE M        THIS 10th DAY OF U

AUGUST, 1977 d - ,, d _- 44

                                                                  .w!!.T'." hit. , , ,                        %

tf?)*c]ll$?l;..Jb~N,i,JG m O 0

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                                                                                                                                                                                  .          ~-

NONCONFORMANCE REPORT

1. PROJECT NAME JOB NO. 19. 20.

M1Aland 7220 NO. Nb PAGE -.10F3

2. UNIT (S) 3. DRAWING /PART NO. REV 4. ITEM DESCRIPTION 5. ITEM LOCATIDN Aux. Bldg 7220-E536(Q) 15 3" P70 Conduit IEC012 Slab at 599'-0"

6. P.O. OR SPEC NO. 7. SERI AL NO. 8. R UR {r.E EMENTggT SER NO. N/A

9. gna y ACTOR / SUPPLIER N/A N/A P/N REV 10. CONT [A

11. INSPECTION CRITERIA IR NO -- . N/A 12. ASME AUTHORIZED 13. SKETCH ATTACHED 14. Discovered During 15. Equip Furnished By (yDWG ( ) SPEC ( ) OTHER NO P.636 Rev 1$ INSP i H E Q'D l)YES (x)NO ( IRec's (X)Const ( ITest ( IClient ( IEng (31FLD

16. NONCONFORMING CONDITION: 24. DiSeoSiriON CONCURRENCE ondM E012 has been danged by drilling the concrete slab in the Aux. Bldg., elv. 5998-0", approximately 28-9" west of 6.6 rewo'k "i"'

ryI' use es is and 6'-0" south of the R. B. centerline. M ""*""" p f7, ^' y' Q list #3.006 M'"" Drilling permit #765 2 .~ cc o Tc

                                                                                                                                                                -r ucca 9.      .L9-7(7 oar -

enos co sTn oc c 1 QC hold tag applied

                                                                                                                                          ^ursonizco inseccro n                   omic Hold for engineering disposition,

17. REPORTED BY DATE 1 VALIDATED BY DATE [,s[ sy NgcgTs ,g ,

              & WW                               YSb~                                                         9 h$=//                    h }&dP/ A Pit d t*EC
                                                                                                                                                      ~~

21. ROUTING: (X) TO FIELD ENGINEERING ( ) TO OTHERS (SPECIFY) 22.

{ # Field Engineering Disposition ( ) Field Engineering Recommended Disposition to Project Engineering y . , , , REPAm in AcenunA m s inrm 722n-E-47 cm 1lh R av. 2 9 -ar- 9 7 PAR *IENPO 2.3 .

T)L '9W d- -

t Ii's a h , *Wo 9Act hn i i /

                                                              %       /pr y./F- //

23. PROJECT CNGINEERING DISPOSITION .

I

26. OC ACCEPTANCE OC ENGINEER DATE

7. , '

      .s                                                                              %'                                                                            v-

                                                                                                                                                                                       -- y.        - - - -

g_ . , t* . t NONCONFORMANCE REPORT

1. Project Name Job No. 19. 20.

Midland 7220 .

2. Unit [s) 3. Drawing / Bet?5DC R e, 4. 5.

It- . Gescription Item t.ocationGrid L2H,L3U _ Units 1 & 2 See B1'cek 16 U/A Structural Steel Beams Poseyvnle Laydown ;

8. P/3. 99C3pB06kDC 7. Serial No. 8. Replacement Part ,,, 9. Source 10. EDDUGDir/ Supplier ;

7220-C-38 Rev. 9 See Block 16 Pfu N/A REv n o. Supplier Ingalls Steel of Pennsylvaniu '

11. Inspection criteria ,R no,_R-1.OO-1873 i s. asuE auTwoRiZEo . 3. sKETCw TT,CuEo 34. Discovered During is. Equi, purnisneo ey Oowa EsrEC DorwER ao.0-9 hv- 0 O 'v"E s'*" Ya'o" @" } DEC:c OCoasT O TEST OcciEa7 BEac Or'o

16. Nonconforming Condition: ,, 24. Disposition Concurrence RFWORK R E J E CT R E P AS R USE AS IS (in accordance with Appendix A) establish and maintain a system for the control of x quality during fabrication and shipping which shall assure that all materials and work- CI),da y-j 7,h0/ 7i 8 PR%dCCT FIELD ENGINEER DATC E manship furnished hereunder for Category I structures conform to these specifications."

Contrary to the above, structural steel beams Mk 404-B6 E and 801-BhE vere received at

                                                                                                                                       ;4N                                 _
                                                                                                                                                                                    .[.2.1-7 7 the Mobsite damaned as indicated on attachment "A".                                 Drawinn numbers are as listear                                                   b""                  "

AUTHORIZED INSPECTOR oATE Con't Page 2 '

17. R rted By Date 18. Validated By Date 25. Disposition Results

                                               ~~N=T                   5              )V. Am                   && Y'??

21. Routing E TO FIELD ENGINEERING O TO OTHERS (SPECIFv

22. % Field Erigineering Disposition Oric'o eaciacraraa a=Co===aoso o'sro$iT'oa To Pao'Ec ~ <ac'a==a'ao kr-PA1R PEzAhm M ARKFn 404-E b8 A-tm Pshi-EdE i kT Artr- A ut m t m mtTw. spocm.te xvtet3 72?n -c -3M Rav. ?_ PAnsc,pAm. \ 1. t I

                                     ~~-$ ~ , $'     ~

9 4 . />4 A -

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23. Project Engineering Disposition *

                                                                                      ) fl        "      '

t

26. QC Acceptance QC ENGINEER DAT

_ AUTHO RIZE D INSPECTOR b (- 'v _e '

                                                                                                                -- --.                                                                    ~ - .

9 h , t NONCONFORMANCE REPORT

1. Project Name Job No. 19. 20.

Mund no. 947 p,ge _1 orl l W2O

2. Unit (s) 3. Drawing /BetyMSC Rev 4. Item Descriptiori S. Item t.ocaticaGrid L2N,L31:

Units 1 & 2 See Bfock 16 N/A Structural Steel Desms Poseyville Laydown

6. P/f. OgC3pe o Ngg 7. Serial Na, 8. Replacement Part ,,, 9. Source 10. EDefDDGr/ Supplier 7220-c-38 Rev. 9 See Blo* 16 Pin N/A REv n o. Supplier Ingalls Steel of Pennsylvania -

11. Inspection Criteria iR no R-1.OO-1873 s a. AmE AuTwoRizEo i s. sxETCH ATTACHEo 14. Discovered During 15. Equip Furrushed 0y Dowo E SPEC OoTHEa no.C-9 Rav- 0 O 'v"E s'*"Yn'o" *" } DEC:c OCoasT O TEsv OCciEaT BEac Or'o

16. Nonconform;ng Condition: n 24. Disposition Concurrence REWORK R E J E CT REPAE R USE AS SS (in accordance with Appendix A) establish and maintain a system for the control of x quality during fabrication and shipping which shall assure that all materials and work- Q jf M (/j/p.o oATf ~ /

                                                                                                                                                                                                   /n PRMCT F8 ELD ENGINEER man" hip furnished hereunder for Category I structures conform to these specifications."

Contrary to the above, structural steel beams 1k 4G'4-B6 e d 801-B4 were received at hY b" " [.2."" l-7 7 the jobsite damaaed as' indicated on attachment "A". Drawinn nu:.5ers are as listedr AUTHORIZED INSPECTOR oATE ~ Con't Page 2 '

17. R rted By , Date 18. Validated By Date 25. Disposition Results

                                                  *N-T                                        U h

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21. Routing g To r: ELD EN GINEERIN G Q TO OTHERS (SPECIFY

22. Field Engineering Disposition Or'E'o EaciNEEa'ac aEco==EaoCo ossPosirion To PaceECT EncinEEaiac Reputa naanns muuton Ana-atesE gym psm_g4E 118 A-rc ?m nAkr'm ,

uMTM- %9GnE.te' /WTimkh 7Z'2 h -(*-3M Rh E PARPer PAP 4. i1. l

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23. Project Engineering Disposition I.

26. QC Acceptance

_ _ QC ENGINEER OAT A UTH O RIZE D 1 *05PECTO R b

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 '_A~

i NONCONFORMANCE REPORT g Ag q - d.

1. PROJECT NAME JOLI NO. .

19. 20.

Mid_ land 7220 NO. 9_. N _ PAGE l _.Or2-l 2. UNIT (S) 3. DRAWING /PART NO. REV 4. ITEM DESCRIPTION 5. ITEM LOCATION

                     #2            C-624                                          Reinforcing Steel                                                                 Reactor BTdg.

G. P.O. OR SPEC NO. 7. SERI AL NO.

8. REPLACEMENT PART 9. SOURCE 10. CONTRACTOR / SUPPLIER N/A fl/A P/Njj/,A REV,*1/A- SER NO.tl/A ImMgh WA

11. INSPECTION CRITERIA IR NO~C- / 60-6/ 12. ASME AUTHORIZED ION l'EQ'D 13. SKETCH ATTACHED 14. Discovered During 15. Equip Furnished Dy

()DWG K) SPEC ()OTHER NO M0f~ RAV 2 IIdS,P g (y) YES ()NO ( ) Rec *g ()()Const ( ) Test ( ) Client ( JEngX IFLD 1G. NONCONFORMING CONDITION: . Soec. C-3D6 Rev. Po_Ap.pendix 0, paragraph 2.2 statas: 24. DISPOSITION CONCURRENCE

                                                                                                                                               -reworic         riiect        repair     use as is "At any_anchoc_pla_te__ location _.two hars may_bf _C.ttt_fach_jtay___ itch fa_ce.                         In this.

case the minimum radial distance to the next cut on the same face in the same

                                                                                                                                                 "" ' " ' " '' '""'" " "                  "^
          .___ direction shall be ten (10) fort." Contrary _to this, at hanger plate 12-2 CE-                                                                                                      ,

26-116 two (2) tl-S bars were cut and at hanger plate 12-2GCD-26-ll8 one (1) ar was "" ' " ' ' " " ' " " " " ^ " Pa#0J CON G'Til QC LN GINC Cit DATC cut within a 10' radiu_s,_thereby exceeding the allouable number of cut bar. Q number is 1.103 Dne_pCHoldtagapplied. Holf for Engineering Dispositon ^ u " " ' 2 c o ' " *"' c ' o " o^^ 17 EPORTE ? DATE . VALIDATED BY DATE * ' ' S " "'SU'** r$' *$ Y 1 _ _ g' $~h 5

          /1. R' OUTING: DQ TO FIELD ENGINEERI- i ( ) TO OTHERS LSP CIFY)                                      '

22. ( ) Field Engineering Disposition ng ec in R d e iti o ojee E ine r E Ar5 is 9IAC)_EF b_L%iM.UR110C-> "TO L\1NTE -

A e p j',, cp/np lv _

23. PROJECT ENGINEERING DISPOSITION .

2G. OC ACCEPTANCE QC ENGINEER DATE A DATE w v .

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1. s . NONCONFORMANCE REPORT

1. Project Name Job No. 19. 20.

Midland No. - Page_.1._ of 2 7220

2. Unit (s) 3. Drawingh Rev 4. Item Description 5. Item Location Grid NN36 i

Unit I 7220-0 1413 DCN// 6 5 Miscellaneous Fabricated Metal'-Embed Poseyville Laydown j

8. P.S h 7. , Serial No. 8. lacement Part ,,, 9. Source 10. OtRDUCtDt/ Supplier

Rep N /AREv Wiltse & Co., Saginaw, Michigan 7220-F-17611 Rev2 Detail 1 P/N N O. Supplier -- -

11. Inspection Criteria iR NO. R-1. OO-14!49 12. AsMe AuTNORizED s s. sxETCH ATTACNED 14. Discovered During 15. Equip Furnished 3y i

                                                                                                                         '"             Om               &
          'Dowa EsPEC DoTNEa NO. C-2B mv. m                                                       O 'v"Es'** EN O                                                       OrttC:o OcONsT O TEST OCoiENT OENG E P'o i

16. Nonconforming Condition: 24 Disposition Concurrence !

AWS D1.1-2. Section 3 Workmanship. para. 3.7.2 states: ,, Defective - REWORK R EJ E CT R E P Alft USE AS IS 4 or unnound welds or base metal shall be corrected either by removing and replacing the - X l entirn weld or as follow: [I P _ _ ps ECT F8 ELD ENGINEER f)AT[f/ D

                                                                                                                                                                                                                                  /                   f I

3.7.2.1 overlap or excessive convexity: reduce by removal of excess weld

                                                                                                                                                                                ~ PROJECT      GINEE                        DATE metal.                                                                                                                                       g                _

pgJ77 Con't Page 2 "PR JECT CONSTR QC NECR DATE AUTHORIZED $NSPEdTOR DATE

18. Valid Date 25. Disposition Results 17 sted p Cc< p N, e d Date

                                                   '/-M - ? 7                           d h .s 5 Majed Byd

t. 9-/9-77 I

p. ...t,ng 22.

p ,ycD EN.,NEER.N. Field Engineering Disposition O . .TNER.,,P u,P ,, OFIELD ENGsNEERING RECOMMENDED DISPOSITIOrl TO PROJECT ENGINEERlNG ( _ 7 kE par 1 R IWWePT LG AcceRT%OCR MITM SECTt Ah3 \ l .3 IM S P& r-722n- C.-io4(a) R&v. 7 A 27 - wj n s./c L y - 'ff2]b 1 j' ' ~r i*

23. Priject Engineering Disposition 6

                                                                                                                                                                                         ._                                                         i 4

26. OC Acceptance

                     ^                                                                                                ^

QC ENGINEER DA

                     -                                                                                                -                                                          AUTHORIZED INSPECTOR                     D                        i L*                                                                                                          V'

NONCONFORMANCE REPORT (CONTD) ..casahr P es.ac, ao 939 , 3 7 2.2 Excessive concavity of weld or crater, undersize welds, undercutting: clean o and deposit additional teld metal. { 3723 Excessive weld porosit excessive slag inclusions, incomplete fusion: remove defective portion and,.eweld. l 3.7,2.4 Cracks in weld or base metal: ascertain the extent of the crack by use of acid { etching, magnetic particle inspection, or eqimlly positive means; remove the crack and sound metal 2 in beyond each end of the crack, and reweld."

     -       Contrary to the above, cold leg pipe restraint embed no. 11, mark no. C-413-Q-5 Detail 1, has had an attempt made at repairing what appears to have been a torch cut on the edge of one of                       f the 2k" x 7A" x 99" clates attached 'to the back of the embed. The area ia located approximate 1v 22" from the face of the embed. The repair area contains the following:                                                 ,

f

1. Entrapped slag in between the weld beads.

2. Arc strikes.

3. Notch effect at the edge of the 2h" x 7h" x 33" plate caused by weld crater intersecting the plate edge.

4. Generally poor workmanship at the repair attempt.

             "Q" number is 1.102. Hold pending     final disposition.

O r3e.. Hold Tate (s) applied. r 80090-2 White Copy - Originator C.n.ry Copy - Fe.id Engine.r Pink Copy - POAE Goldenrod Copy - QC

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                                                                                                                                                                                                                                                                                              't ,

NONCONFORMANCE REPORT 1

                  '. Project Name                                                                                                 Job No.                                                                                                                    19.                  20.

Midland 7220 No. Page l o d

2. Unit (s) 3. MPart No. Rev 4. Item Description 5.

Item 1.ocation Grid E-1-N

              . Indeterminate                 Load' Sheet /A659                                                                      N/A            Shop Fabricated Piping                                                                                   Poseyv111e Laydoim

6. P.O. %g, 7. Serial No. 8. Replacement Part

                                                                                                                                            ,,,             9. Source                                                        10. f}CODLetX/ Supplier 7220-MI.04A-AC               o      See Block 16 e/N N/A REv                                                                   N O. __          Supplier                                                          ITT Grinnel Industrial Piping                                          - '

11. Inspection Criteria R No.R-1.OO-lM1 Rev. li a. AsME AuvwCRszED s s. sMETcH ATTAcHEo 14. Discovered During 15. Equip Furnished Dy Oowa ElsPEC DoTNER N O. f4-201 Rev. 7 c 'y"CS*" "O"N O O v En [3"

16. Nonconforming Condition:

(3 rec:a OcONsT O TEsr OcuENT CENs Or'o 24 Disposition Concurrence ng .. - REWORM REPAIR documentation required herein shall be furnished upon or before the arrival of the t h~ . R EJECT USE AS IS pipinn at the .iobsite. The documentation shall be specifien11y identified as to the _ Ieygf // 64 _7] 21/ 7 7 ehipment it represents." Contrary to the above, no documentation has been received "" ' ' ' " ' ' ' " ' " " " PR OJ ECT - DATE f^r pipe spools on load sheet # 4659 (see Attachment "A"). "Q" numbers are 4.16! , (L 4-312, 4.572. Hold pending final disposition. F QlNE DER' pg_4. -77 4 Hold tag (s) applied. Y'r" '((<'87*["['""9/f f/'f [

                                                                                                                                                                                                                                               'AUTHORf ZED INsPCClOR               DATE' 1p. Reported BY                                 t                        f                                         18. V                                     Date                                                              25. Disposition Results

_ M W 0.l0 1/ Da/a919/77 BN1Walidated BL 9.-ley 77

21. Routing

S TO FIp ENGINEERING C TO OTHERS (SPECIFY)

22. - Field Engineering Disposition OFIELD ENGINEERING RECOMMENDED Dispos 4T80N TO PROJECT ENGlNEERING M ATERi ALs SupaRVimR re osrAtu imetuRsn 'Ocen6murATieL3.

                                                                                                                                                       / u a . --- 72l77 A d. D b 9-2l-Y7

23. Project Engineering Disposition *

26. QC Acceptance

_ _ QC ENGINEER DA AUTHORIZED INSPECTOR _ _ _ _ _ _ _ U___________ _ _ _ _ _ _ _ - _ - - - - - - - - - - - - - - - - - - - - - - - - ----- --- - - - - - - - - - - - - - - -

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                                                                                                                       .                       LOADIA'G SHEET                                                              nCa# 950 ,
                                                                                                                                                                                                                       #cifsfftIJ;,.gnc j tc4              3SSeet tb. 4659 Dafc

Loaded

 ?                                                       .
                                                             .                                                                                                    06-03-77_                                           ..                           ,e a                                                                                                                                                                                                                              .

17 , Date - ' nier * .

  !                                              P. O. #72-M-104A-AC                                                     Slu.oned nout.inc
   .             t:o.    '

c/o Consutaer Po:cr

  ,. e                                                                 .,                                                        ,
  . .To _

Dnchtel Pe.ier Corne,rntion Address t :Idlar.d, Mic.his an 3 :.
s 5.p - . .

                                      , , Sn:ne                                    -

88 * - i

  ,  To                                 -

Addass r>cstituti ,r. .,-

                                                                -                                                                            -                      car Numur                                            weigh:                   '
                                                                                                                                                                                                                                                 ,Jo.i
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  ,-                         .                   Hidland, Michigan                                                 .      .
                                                                                                                                                                        ,,.        C & H #1,39                         g 12,165               .

g , 3 t'.1. R t 6. .GV i t.'_ E

 !           . c t.          er                                    PIECE MARK                                         WEICil?                     P.EL. s               SD     3 3        'D            PU.1        R            B          W                   ;
  !             nrc. h . .                                                                                                                        ..                           1
                                   ~
  $ MP-01-36X ./ '                                             IELB-10-S631-1-2                                          10,800                                               l          l l          -l-            l          l            l
  } HP-69-24X Y                                                IHBC-149-5616-11-5                                               845.1                           l                        1                                       l          f           ll j M?-94,-16X "s/ '                                            1HBC-232-S657-2-1                                               187                                           l                       l.                   -l
      'hPyp4-33X"v.                                           1HBC-219-S657-38-2

93 l l l lJ MP-94-39X . f/. - l *1EfBC-219-S657-38-3 150 l l l -l l l' l MP-94-40X .,/ 1HBC-219-S657-38-4 90 i,

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NONCONFORMANCE REPORT '

1. PROJECT NAME JOB NO. 19, 20 g4 g 3_g 7 ppg NO.951 _ PAG E .10 F.1.

2. UNITIS) 3. DRAWING /PART NO. REV 4. ITEM' DESCRIPTION 5. ITEM LOCATION nIn Jo

6. 'P.O.D A SPEC NO.' 7. SERI AL NO.

n32 11 _ Wold nanle ri nnu

                                                                                                                                     ~                                                 m v. A17 eon n/ILyo

8. REPLACEMENT PA T 9. SOURCE 10. CONTRACTO'1/ SUPPLIER 7220 - WO N/A "#" H/JL. REV ll SER NO. 3/_A g g

11. INSPECTION CRITERIA IR NO /A 12. ASME AUTHORIZED

13. SKETCH ATTACHED 14. Discovered During 15. Equip Furnished By Q CWG ( ) SPEC ( ) OTHER NO _30. Rev 11 ION REQ'D -

INS,P g ( ) YES C0NO ( )Rtec'g 00Const ( .) Test ( ) Client COEng ( )FLD

16. NONCONFORMING CONDITION: ~

Pe Arnving 0338 Env 11. notn $;_12 3/h" O.IL with vn11 24. DISPOSITION CONCURRENCE rework relect repa r use as is thinlenaan -- O. 373 ContrnT v to thn note 3, the finnge vn11 thickness = 0.299. X

                                                   %3 A fnv kr. A4apnn4+4nn.

PH_I CT FIEl D ENGINEER ~ l' 22 DATE I

                                                                                                                                                                                                                                   'l 7        ,

1 hn1A +ng npnlina. GIN R DATE o_ m_ m3'nno_~~ ___ n 9-24 -27 PROJ C Q 4 alNEER pATE

                                                                                                                                                                                                *f AlJ T H O HI ED INSPlW TOR
                                                                                                                                                                                                                       $f)Y]$

DATE

17. REP TED BY DATE 18. VALIDATED BY DATE 25. ISP SITION R ESU L.TS 8 f% WN *)}

21. ROUTING: (){ TO FIELD ENGINEERING .( ) TO OTHERS (SPECIFY)

22. Field Engineering Disposition ( ) Field Engineering Recommended Disposition to Project Engineering ,

Rtancr.MuTenini s sursavimu Te cetarAct veenna v.na .. MPOSITIrad PE SLAM 9_. Ll3LO M n 2'2 'l7 i i

23. PROJECT ENGINEERING DISPOSITION .

2G. OC ACCEPTANCE I OC ENGINEER DATE AUTilOHlZED INSPEUTO ~6A TE' p j , _ . . v --- -

3 5

                " " "-P'8 3     '
                                                                                                               ' f
                                                                                                                                    'llR                                                                7          .

dh

1. PROJECT NAME NONCONFORMANCE REPORT 7c,ji.A q *2'l 'O D

i JOB NO. 19.

Hidland'l & 2 20. 7220 NO. %3 PAG E .1 0F.1.

2. UNIT (S) 3. DRAWING /PART NO. REV f

                                                                   .              4. ITEM DESCRIPTION                                                                                   5. ITEM LOCATION Uniu #2                       I 2                  C-651
                .                                                         7         Structural Steel                                                                                    626, Betwcon Col. S &                  9 G. P.O. On SPEC NO. 7. SERIAL NO.                                                                                                 9. SOURCE

8. REPLACEMENT PART 10. CONTRACTOR / SUPPLIER i C-304' - N/A P/N -N~/A- REV._g/g SER NO. _gf.A- Construction N/A ~ ~~

11. INSPECT'ON CRITERIA C-2.10-C-651- 32. ASME AUTHOnlZED l

13. SKETCH ATTACHED 14. Dimwcred During 15. Equi;r Furnished By !

()DWG (X) SPEC ( ) OTHER IR NO NO ATSC If,JSP I i EQ'D ( ) YES (X) NO ( ) Rec *g (XConst ( ) Test ( )ClientN/lAng ( )FLD 1G. NONCONFORMING CONDITION: f AISC Specification for A325 & A490 Bolting Section 5b & 24. DISPOSlWN COMRRENCE [

   - C5 states in'part that .... "Two hardened washers shall be used with all A490 bolts                                                                                      '""'*       '         '     '

_. ,i connecting material with less than 40 KSI Yield Point.....To reduce galling and 3 brinnelling. " Contrary to the above, the connection of 126B4 to 125BS has been " * " ' ' "" '"" ^** impacted by the turn of the nut method. 14 - 7/8 A490 Bolts were installed with - - i ene washer under the nut only. "Q" List #1.101. 1 I!old Tag Applied. Iloid for Engineering Disposition. ^"" """ ' " " ' " "" DAT DATE an. osse ssTa N ncsutTs , 17.8' REPORTE " $B <?-N/77 b8. VAllDATED BY&safn 9-22-27

   .pl. RdUTING: (M TO FIELD ENGIG6ERING'( ) TO OTHERS (SPESY)

( ;

22. ( ) Field Engineering Disposition % Id E i ng R omm n e D s o tion Proje t En n i , ! ,

L%crs m m psewn wn uncan drna osserts wrm mutuinan

   @tN_R nF- b3AsnERS,. CeokneTsn nuncAeFS, IGLL PE VicumL1 Y f

IDRPECTEEn TA ASRt1RF_ M8 AALLnM LN 6XCESS BI kSTM M ' httouw3 css, m JL. ,- / /) , i

                              '-FD"" 9/zel%m?4G.Fr 7/2c/7)                                                                                                                                                                        .,

23. PROJECT ENGINEERING DISPOSITION .

( j ,]

26. CC ACCEPTANCE ,

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NONCONFORMANCE REPORT to A 4 526 T7

1. PROJECT NAM E JOB NO.

19 20 Midland I & II 7220 Nd. 9 PA'G E OF

2. UNITIS) 3. DRAWING /PART NO. REV 4. ITEM DESCRIPTION 5. ITEM LOCATION Aux. Bl .Ig .

Common N/A ;i/A Mortar Blk. Wall #14 El. 646' -650'

6. P.O. OR SPEC NO. 7. SERIAL NO. 8. CEPLACEMENTPART D. SOURCE 10. CONTRACTOR / SUPPLIER A-13 Rev. 2 N/A P/N_.N/A REV.- 21/A SL. NO. 4 7/A- Construction N/A

11. INSPECTION CRITERIA IR NO C-1.80-11 12. ASME AUTHORIZED REQ'D 13. SKETCH ATTACHED 14. Discovered During 15. Equip Furnished By (IDWG (?! SPEC ()OTHER NO A-13, Rev,2 '7SP 1

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A-13, Rev. 2, Sect. 7.2 states that, " Mortar shdl h 24. DISPOSITION CONCURRENCE Type H conforming to ASTM C-270 and shall have a minimum compressive strength of - rw r icct npair usos is 2500 psi G 28 days." Contrary to this, mortar mixed and tested on 8/25/77, had ctrengths of 2280, 2330 and 2030 psi 0 28 days as tested by U.S. Testing, Sample "" ' "' " "" '"" ^ 0876. "Q" List #1.205. 11old for Engineering Disposition. 1 Hold Tag Applied.

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                                                   ~ - .     ~~~ .                      - - NONCONFORMANCE REPORT i.PRossefr NAME ~
                                                                                                                                                                                                                                                              =                         .
                                                                                                           . JOB NO.
                ~ MidlM. dR.ro. ject                                                                                                                                                                                       19. Q                         20.

3. UNITilk 2. DRAMNd/PARY No.

7220-- --

                                                                                                                                    -_ _ _ ~                      _ - =                       -_
                                                                                                                                                                                                                           "D"w                          PA4E 1 0 %[

REV l 4. ITEM DESC(tl PfloN 2 C.329 8. sYtM LOCATION Radius l

s. P.O. on sPfC NO. 7. SdRIAt. NO.

___dj _,Coygge onJ ebar,,, . 3.773.-b 53-0

8. REPLACEMENT FART 9.80dPCd 10. CONF 6 ACTOR /$tA'Pl..ER C 231 N/A Fj(1d P/N.g/2

                                                                            ~*                b' $..1'2'~ASM"E''-TH'ORitt"o' h~. REV                HS . SER
                                                                                                                                          ~ ' -

No. 4/A..

                                                                                                                                                                   ~ '~            ~~'~

N/A

11. INSPECYlON CRITfRIA IR NO . U ' '

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

IX) DWG (lSPEC ( ) OTHER NOM 23 _ -

                                                                                              ~I                                       n

13. SWE TCH ATTACHED

(. YE3 IlNO

                                                                                                                                                                                              ' 14.Wovered D                  Durias             15. Equip Fantoiehad 91 I ) Client i Ifog (
                                                                              ~ ~ ' ' ~ ~ ~                        TSP @ %' E&D
                                                                                                                   ~~~

3 YNONCONFORMING CON'DITION.I _ ( JRec's igConst ( ITvst24YSPokiiiNd ^ No. c-U9.-6 calls _for.) v4'Lcovec On_1he~.17.d1LO10" . (hoopbars). However due to placement of the 20'-O" long #11 radial bars the #-_L....~..-. "% ~_.'.'P"~,,-M" r - -~

                                                                                                                                                                                                                                                                        "' " -         IP e rs.

specified cover cannot be maintained. . _ . _

                                                                                                                                                                                                                                        -            -.         .\ . -
                                                                                                                             . _ ._ - . =                   -                . . . . _
                                                                                                                                                                                                            ., . ,..._.,_.,._ , 4. _                                        ,,     ,

The minhan r nveg at the stama s tmStYdtien doint..on. the- 20L. -1.lf-radial._ bars--is- U'..: ,, f,2 ,,, 77-Thus forcing the_. hoop bars to pro.iect outside_ th_e_Pttsfn.t C.Oncrete_.11ne by 4am.Q is 1.103. 1 Hold Tag Applied. Hold for Engineering Disposition. umomz co inse_, n pg.y

                                                                                                                                                                                                /                                                                    - oArc

17. REPORTED SY D.4TE 18. VALIDATED BY DATE an. oisec.4syson nasus.rs

                       ~   ~!                j*'

21. ROUriNG: I)( TO FIELD ENGINEERitiG

_ . 7b'? ?).h W

                                                                                                                               ~            ~                      9207

('l TO OTH ERS ($PE IFY)

                                                                                                                                                     ')
                                                                                                                                                                                                                                                        ~

22. ( ) Field Engineering 0:spossteo., Nked Eng neersng Recommended Dispositiosi t&MQectg*s53En~~ .

131%PORPTi$ki R 6 f*K ) i Pgc,D _M M " L, I7 + , kETOW *TWR 8II PAD To AmrTING _Ak Sm43 AS TOM L9d M @ LEU}d Appnextavnsty 5's van mmTwmca ', .mr.rjn.wsp_mut eciocPRE. avrms % swa wre_ Arnsaan sur a_v> ou <- A . i

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23. PROJECT ENGINEERING DISPOSITION '__

71N1 V Ih&' . - - - - . - The revised profile as s' hown on attached sketch provide r.equired cover within.tht_c _ - __. - permissible _, tolerance. Hence, the _ field _ engineering _,recournen_ded_,diagonition ia' acceptable subject to modification marked 0tLthf &ttached ahech :

                                                                                                               ~                       '
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26. OC ACCEPTANCG I '

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n, ) . 3 ,! NONCONFOR.MANCE REPORT -Te, A . A 4 .1, n

1. PROJECT NAME JOB NO. 19. 20.

FIidland 7220 NO. 9.60._._ PAGE 1._OF.2

2. UNIT (S) 3. DRAWING /PART NO. REV 4. ITEM DESCRIPTION

5. ITEM LOCATICN Common C-97 3 Embedded Reinforcing Bar Service Water Bldg.

G. P.O. OR SPEC NO. 7. SERI AL NO. . 8. REPLACEMENT PART D. SOURCE 10. CONTRACTOR / SUPPLIER 1/A N/A P/N_.N/-A REV-NS SER NO. _UM Construction N/A

11. INSPECTION CRITERIA IR NO C-1,20-372 12. ASME AUTHORIZED

13. SKETCH ATTACHED 14. Discovered During 15. Equip Furnished By K)DWG () SPEC ( ) OTHER NO C=.5L7Aov,3 INSP I R EQ'D (X) YES ()NO ( ) Rec's (X)Const ( ) Test ( ] Client ( )Eng OlFLD

16. NONCONFORMING CONDITION:

Wall clovation on Drawing C-97, Rev. 3 shows vertical 24. DISPOSITION CONCURRENCE reinforcing of #8 G 12" for the North Face of the wall 2'-0" North of the Bldg. '""" "" " ' " """" centerline and extending from cicvation 620'-0" to the base of the 634'-6" Slab.

Additionally, at the intersection points of Beams B-11, Detail F on Drawing C-99, Rev. 2 sho.;c 3 #11's additional cach face. "" ' ' " ' ' " '"" "' Contrary to the above, the reinforcing bar is as shown on the attached sketch and 2 of the #8 North Face wall bars are "" "S7" C'"""" ^7' not protecting as required. 1 IIold Tag Applied. Q-List #1.501, lloid for Eng. Disp, ^"" " ' * " ' " " ' ' " "

17. EP TED BY DATE 18. VALIDATED BY DATE as. osseos Teon ncsui.Ts

                                      /< ww                                                                        WMb7                  thM_                                                              '9.2, 7, Ai.eT4,CpTING: 60 TO FIELD ENGINEERING I ) TO OTHERS (SPECIFY)                                                                                             )

22. ( l Field Engineering Disposition }Q Fie F,ng r R m nd .tM Pro t ng n r l a a Ul/7"E~ TO PRO.TE"~rY SA/G/Al *~ . ./A/G- F~OPJM . s /~r/O W. t C-- 9i 27,/77 _m N7.7.k. ,>

                                                                                                                                                                                   , yy

23. PROJECT ENGINEERING DISPOSITION .

2G. OC ACCEPTANCE QC ENGINEER , DATE AU TH ORIZED INSPEC DATE , m m _

Arrant */C[G)/2 "

           /              ,.

( 5 % - ,

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                                                                                                                                                                ..a        4#a

( ) Sf~j_T/-/ {f NONCONFORMANCE REPORT

1. PROJECT NAME JOB NO.

To A. A, 9.r).77 udland 7220 D 20.

2. UNITIS) 3. DRAWING /PART NO. REV 4. ITEM DESCRIPTION 5. ITEM LOCATION Common N/A N/A Flyash 11atch Plant G. P.O. OR SPEC NO. 7. SERI AL NO. 8. REPLACEMENT PART D. SOURCE 10. CONTRACTOR / SUPPLIER C-230, Rev. 10 N/A P/N N/A- REV N/A SER NO. -N/-A-Subcon tracto.c' Champion, Inc.

11. INSPECTION CRITERIA IR NO C-4.10-35_ 12. ASME AUTHORIZ,ED

()DWG (M SPEC ( ) OTHER NO C-230: ROV.l( INSP I EQ D 13. SKETCH A ACHED ( ) YES NO

14. Discovered During E15.' h ih N b b b

( ) Rec'g ( )Const (XITest] ( ) Client ( )Eng ( IFLD 1G. NONCONFORMING CONDITION: Specification 7220-C-230, Rev. 10 states flyash shall be 24. DISPOSITION CONCURRENCE in accordance with ASTM C-618 /2. ASTM C-618-72 states that the Pozzolanic Activity '"' 'k 'I" P' "'# 8C

          .ndex with Portland Cement at 28 days will be at least 85% of control. Contrary to
   ~

the above, flyash users test #63 representing 5877.98 tons sampicd 8/10/77 had a "" '"'"" ' " ' " " " ^" reported Pozzolanic Activity Index with Portland Coment of 72.6% of control. Also, "" " ' ' " '"" ^* Flyash Users Test #64 representing 5989.03 sampled 8/15/77 had a reported Pozzolanic "" """ "'""'" " " ^" Activity Index with Portland Cement of 79.0% of control. ^"'" " ' * ' '"*" " ^*'

                                                                                                         "Q" List #1.105.

17. REPORT . DATE 18. VALIDATED DY DATE 23 ase s:Ti N nusui.Ts

 *              ~
                                  <          '?/a7/77                             /k2itWauAa~i,                        9-27-2?

21. ROUTING: % TO FIELD ENGINEERING ( ) TO OTHERS (SPECTFY) / ,

22. N Field Engineering Disposition ( ) Fie n en Re o o 75je E incer g

            ?fFff TO PRO 3[GT                                                  A JR. utJE~K2/M A Fb R O / $"PO S / 7'/O/V.                                Y                           } .~7 7

_ h -L. 9MA,'7 f '/ ' ' V

23. PROJECT ENGINEERING DISPOSITION .

2G. OC ACCEPTANCE OC ENGINEER , DATE A T DATE Q- %* 'J

                                                                    <     1 1I 7
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                                                                                                                                                                                                                                                                                                                                                               ' +

7.. pV..;;p .' N., +q. M.,We,ggg. 1 NONCON FORMANCEjREPORT

                                                                                                                                                                                                                                                  - -        ,                                                        E:             .                                                                   a. w $. nAj
                                                                                                                                                                                                                                                                                                                                                                                                                ~                      .

2O8.2.M,4 - (1 PROJECT NAME) 'N

                                                                                                                                                                                                                     * .                           s 4M

19 -t 20... 4 -

g W)rH P11dia'n d *. f s,.;; .. . JOB q, g. 9:b.,k. NO.TV B.. Gl* MQ J.. .* W 0" M. *,' O7220:. Q M. 9. -.' ';N 3. @ % i.p.g ..% .:s 6.0M ;NO. M2 , PAGE '.dF.b M'

5. ITEM LOCATION :, NuK.5 II.

(.g!{[*g g ; 2. UNIT (S) if.

                                 , comon - 3.                  -         .C-272; DRAWING              Q            (/PkR1              NO.

E f. ~ - 2

                                                                                                                                          .L REV 4. ITEM DESCRIPTIONS 3#
                                                                                                                                               ?:!.C-207$(Q).

t#. l3 e : 4-Lifting . /r, BoltsWh,:s

                                                                                                                                                                                                                                                        " D .' , * , :/ ' I#:

M M, . iEM . . ."

                                                                                                                                                                                                                                                                                                                                      ,         5659? Plugst#7 T 18:.                                                                d S/                     ,67P;O?OR SPEC NO. 7,.l SERI Al. NO. R ; 8.i R E
                                                              -r                 +-N/A?;fM                                  < P/N 8gCEMENTggT                                   *SER :"               " '"aA ^3 9. S.OURCE t. / 10 " CONTRACTOR / SUPPLIER ' i~# ~,. .C*'A",A ';                                                                                                                                '

9 e. nN/A:' REV NO. J COnStTUCtl0U @. h'il/A N.-

.p"hyddh.
                                                                                                                                                                                                                                                                                                                                                                                                              -                       %.4 -s
'.'             ?b         M                                                                             .'- IR NO G- 1.20-M i '.w; 1NSP                                                                                                                                                                                                                          15.Equ.ip Furn.ished Dy '. Y
                                                                                                                                                                                                                                                                 ~ -

12. ASME AUTHORIZED M 13.' SKETCH A' TTACHED . 14., Discovered During b 11. INSPECTION CRITERIA.- r.e. .

r

h. *77L RE 'D

p. g p(j ut -( g DWG . ( ) SPEch ( ) OTHER g;p NO. ,

1 NO ; - .. ( XYES ( ) NO p;9 / ( IRec's ()Const ( ) Test (,1 Client ( -lEng] J F,.LD $ h[I , y:[. 16.: NONCONFORMING CONDITION: ,; ,; A , 2.. lin , -. ,

                                                                                                                                                                                                                                                                            ..m                 . ./.              24. DISPOSITION LON.CURRENCE . .-v ~:                                                           3                  t.I.y g

p.;p%? i Lifting bolts at pluh f7 A38 have been poured in place 3t' below the 41evation "i"*' "Pa k up as h -

                                                                                                                                                                                                                                                                                                                                                                                                                                                ,T
                                  'specified in detail' 6 on                                             I drawing C-272. See sketch on page 2 /Q* #1.202 Q 3}                                                                                                                                                                    '                  ~
                                                                                                                                                                                                                                                                                                                                                                                                                ^J ' ' M
                                                                                                                                                                                                                                                                                                                                                                                                                             ~
                                                                                                                                                                                                                                                                                                                                                                                                                                . 3 h'@Mk lloid tags applied; hold for Eng. 4 disp.. See drawing C-207. for location 'ofsplugsI                                                                                                       -

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