ML19329E920
| ML19329E920 | |
| Person / Time | |
|---|---|
| Site: | Midland |
| Issue date: | 10/31/1976 |
| From: | CONSUMERS ENERGY CO. (FORMERLY CONSUMERS POWER CO.) |
| To: | |
| Shared Package | |
| ML19329E914 | List: |
| References | |
| NUDOCS 8006180775 | |
| Download: ML19329E920 (185) | |
Text
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- 9. s.n NONCONFORMANCE - REPOR r LOG & STATUS BOOK 12.
REPORT oATE PAGE CoMPL. 7220 RNN
- 1. PROJECT NO.
STATUS NCR ORIG. NONCONFORMANCE PREPARED BY s. ^ NO. DATE DESCRIPTION / REMARKS [u"N E$N nouTE CLosco CLosco av 7 7 412 4-26 T. R. Lieb .C-230. Flya sh fincnc1L User Test FMehb 4-29 76 76 L. R. Albe rt L -76 1.105, 1.205 4=27=76 -76 DEX 413 O 4-26 T. R. Lieb C-2 30. Batch T)lant Cement _Scalen brnke F-i sht 4-29 4-30-76 4-30-76 O U3
- 1. I n s,
- 1. 2 n s 4 57_74 7A u s_7A u t_7A r_
n_ A thn re durine calibration 7-o,- 8 414 4-29 R. A. Moray _hi-104 A. Documentation and Cnde natn Field b 6 9 76 P. M. Pitts 00 -76 _ Elate __2 ea_ pipe _spnola. ASkiR 4 1363 4 247/ 76 7, 4150 4-29 II. Boleen M-106. IIangers fabricated and shipped w/o bMehb 5 76 -76 sketches beine annroved ASME 4.102. 4. lE 4"14,76 76 6 7 7 41 fay 4-30 A. L. Boulden ASME Section III. Field Weld _. Unit #2 Sump. Eield 76 76 76 W. M. Pardee ([ -76 X-ray requirements violated ASME 4.134 4:3046 v1 417 I 5-4-76 A. L. Boulden 1 : _111 Unit #1 Sump weld in need of repair Field No 6, afte r pressure test 4.128 3-4-76 76 "M 5-20-7( 6 10-20 418 5-4-7( R. A. Moray M-104 A. Documentation and Code Data M6 -76 R. A. Moray 4.192 F_ late on_pipn_spaals ASM F 4_164 4.174,__. 5-S-76 -76 419 5-4-76 II. Boleen C-233A. Anchar._ Bolts _dimensinne d ahn"* MS No 5 - 2 4-70 76 II. Boleen 1.102 5-5-76 420 5 7( II. Boleen M - 12 0. Valve tagging varies from document f6 F H. M een d No marking on MO Valves ASME Va rie s 5-11-76 76 6-22 6-2 421 5-5-70 C. l!. Nelson C-210. R a mn north _nf Any nidg. m ni a'""a Field 5-21-7 ') -76 7 L. H. Alberts enntent high _ i nna 5-12-76 422 5-10-76 P. W. Ratter M - 1 Olu__ Linen r In aications_on_llang e r mids-pield No 6 7 -15 P. 'W. R atte r 4.102 5-I n W' - ~ 6 6, 423 5-10-7( P. M. Pitts M-104. Pipe Spooln Air nuenched y--not 4ainld 5-28 76 76 P. M. Pitts WateLQu enched, 4,_144 ASME r jtadli 7L s e.AD-1t3 09f14 Or[- }
- 11. P e OC-G31 i
\\ page 38
M NONCONFORMANCE - REPORT LOG & STATUS BOOK u. REPORT DATE PAGE COMPL.
- 1. PROJECT NO.
7990 8' " STATUS NCR ORIG. NONCONFORMANCE PREPARED BY A NO. DATE DESCRIPTION / REMARKS ROUTE XMTD C OSED CLOSED BY 7 b 31, Dowels do not match to slab, Atoc. Bldg. Field h36 6 M. E. Foote No 76 6-11-7(; 76 'G' Line wall @ 632'6" 1.203 6-29 7 pg 437 6 II. Boleen - M-lOL--- G -321-3-not--r-acoi-ved-uitt m 6 11,_ 7(, No -76 76 H. Boleen 76 ASME 4.185 f 7 8 [I d No 438 6-14 R. S. Mor row U lO4 A. Incorrect infn nn code datanlate -76 76 76 P. M. Pitts for pipe spool lHBC-131-521(>-6_4 A SM E' 4.164 76 M-104 A. Pipe spool delivered w/o venturi hhd 7 ' 6 10-1 10 439 76 R. S. Morrow 76 6 as sembly HIBC-123-S616-8-2 ASMF4.164 V6 -76 7 R. S. Ibrrow Field 440 6 W. M. Pardee _C 40.^_ IIeat Number discrenencies on No 6 9-16 76 76 -76 W. M. Pa rdee Slab #8 HT# 81989 1.109 -6 Field 7 7 441 6 II. Boleen M-12 0 Incorrect PO Item # on Valves 6-16-7 i No 76 76 H. Boleen 76 ASME SN_520ft__D1 1 17 := nd_57.0 6 1 - 13 442 6-15 II. Boleen M - 12 9. G-321-D not t raceable to 83 No 0~ ~ Mb 6 H. Boleen -76 valves ASME 6-17-7( 7 443 6 L. R. Albert C-231. Missina Dowels. Aux. Blde. at Wall Field 6-No 76 76 53 & Kc Line. El. 623'3" & (M3" 1.203 C' ~ I 444 6 L. R. Albe rt I,ack of R einforcing Diac. Bars on Field No ~ ~ 76 Wall 53, 'H' Line wall, El. 630' 75 ' l.203 'i h 8 8-23 445 6-16 R. S. Mor row M-106. Hangers fabricated to not-approved Pp,1jg- -76 Drawings. ASM E 4. ll2,4.10L 76 wpo-76 6-29 446 6-17 H. Boleen M-104 A. No documentation for 26" wranned MS No -76 & coated piping 20' Inths ASME 4.192 6-17-7( -76 Field ,'7 tr d coafing i N Nt'inY NfE,*3 93 " N * *~- ~ 6 I %Ao-103 09/74 OC
- 11. par QC-G31 10 l
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sa e.% j ^ (, A -.'n NONCONFORMANCE - REPORT LOG & STATUS BOOK 12. REPORT DATE PAGE COMPL. .C. ENG. SIGN
- 1. PROJECT NO.
7220 2. 3. 5' STATUS NCR ORIG. ONCONMRMCE PREPARED BY 6. 7.DATE
- 8. D AT E 9.DATE 10.
NO. DATE DESCRIPTION / REMARKS route XMTD RETD CLOSED CLOSED 8Y 7 Fihd6 l.- 448 6-21 P. M. Pitt s s1-104 A. Documentation for IIInc-13 3-S616-No 76 -76 7 6 misidentified ASM E 1.164 76 6 M-106. Incorrect M *, sent alth Itanner N 8-S 6-76 76 R. S. Mor row 449 76 R. S. Morrow 12-1GCB-25-ll14 ASME 4.102 M-Dug. Field 9~16~ 450 6 __M-in6-Yncorrect Rev-an<l Hechtel Approval 6-2p q 76 76 76 R. S. Morrow level 4 sent w/ llangers ASME 4.102,4.112' 76 10 51 6 M-lOls A. Ven t.u r t intkinn f'rnm nnnn1 7-2b-10 2118C-123-S617-8-b ash 4.176 76 76 76 76 II. D. Foster 76 II. Doleen 5 8 8 14-106AC. Pipellanger 18-11IBC-133-II6 rabricater IMTA.d 6 h52 6:28:7 s 76 76 76 R. S. Morrow to a Bechtel level 14 chetch ASME 1.162 4 M-106AC. Inco m et Dug. Rev. sent with 6kO Y6 453 6 No 8 76 R. S. Morrow ASfEN*1h'N:1hS'h.' ll 9-29-76 76 i 454 6 M-204. Incorrect stamping of 26" yard {ie ,2 - No 7 7 J. R. Behres 76 J. R. Behres 76 76 piping.. ASME 4.192 76 8 W.M.Pa h J+55 6-24 U.M. Pardee C-111. lient Number discrepancy on Dome T.iner Field no -76 Plate assemblica 1.109 6-24-76 76 -76 456 6 C-Ill. Shop Assembly Untraceable to Field 8-31_ 9 N 76 W. M. Pardee Documentation Ht#21302 Stab #10 1.109 6_-g 76 76 W. M. Pa rdee 457 6-28 W. M. Pa rdee M 120. T inea r in<licationa founr1 nn 16" Valve Field ~- 9 g -76 S/N 3N-641 ASME 4.164 U 8 =Eqpo[76 iI 9 458 7 M - 10 6 A C. W rong Dwg. R evs. onIlangers 7-l 8 76 R. S. Morrow 4.102 4.112 fab. to level 4 dwes. ASM E t 172,,4 191 76 76 Field 459 7 M-104 A. G-321-D nnLsubmitteddweepalets No 8 8 II. Boleen 76 II. Boleen not capped. ASME 4.192 7-6-76 76 76 AAO.103 09/14 oc Page 41 i t. P Oc.c31
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- __,- y. ( l l LOG OF NONCONFORMANCE REPORTS n.i... e c - s -% Midland I & 2 PROJECT N AME JOB NO. PAGE DATE NCR NCR NO. DATE NONCONFORMANCE DESCRIPTION / REMARKS DISPO. CLOSED CLOSED BY .SE/ ESP C
- 3. 2 Rev. O Implemented _using new formg_
for_Noncunformance Reporta_and Log _Sheeta 460 7-2-76 -M_106 -Incor rect _Dwg._Reva_sent-with_Ilangers E"Ifferk 4 61 7-7-76 M. 106.__In co rre ct_Dwg._ Revs._s ent_with_11a ng cIs R ewo rk ._Eah._in_ Level 4 nwgs_ & noc. 462 7-8-76 ._DwgmC=220_R eha r s c u t_a nd_not_Re pl a c e d Rework 463 7-12-76 Ai-51, G-321-D not received for 4 sets of Gaskets Doc 8 7 6 II. Boleen 464 7-12-76 _C _111._I IAn.and_HaILaub zass y.s_show_inco ns is te nt Rework 10-5-76 W. M. Pardee _Lleat Numbe rs, 465 7-15-76 _C=20.8.__ Strength _Leyel of Concrets_falla_hc]ow reo. _fc' level. C u r e le m p.__o f_c y li n d ers_b el ow_reflu i. rem en t s. 466 7-16-76 _M-103A.__ ThIse Pipe Spools Delivered Bent. R eject 9-20-76 R. S. Morrow 467 7-19-76 _A1:103 A. Venturi not installed in Spool Piece. Use as is 10-12-76 II. D. Foster 468 7-20-76 _-M-106 Supp0It_DaIa_haye_inentrect insills_1lian.clar, R eject 7-29-76 P. M. Pitts 469 7-21-76 . C-233.__ Nelson _Sinds were broken off or ruissing Rework 8-4-76 W. M. Pardee channels. Aux. Bldg. 470 7-21-76 _Dwg._fc_283.__Iwn_Dowcl a_ mi s s in gir om_El. 6 3 5 ' + Use as is at intersection of wall 53 and 'II' Line. 471 7-21-76 _Dwg. C-140,_ Lacking __R_e_ bars a round door opening. ~Il ewo rk _El._614 8 0" a t 'II' Li n e a n d 5, 3 Aux. Bldg, 472 .7.:27-76 _Dwgs. C-3 9-A_32, A 3 2 A, LA23 Reba r Missing Aux. Rework 9-23-76 M. E. Foote Bldg. 5,_2 & 6. 6S, of 'II' ' Kc' @ 6. 6 El. 6 3 2' 6" 4 '. T 7-30-76 _E 20. P l a n g e.s_no t_cnat e d_u po n_rfsti p t. 474 7-30-76 _E 20._3Y_ eld _ Neck flangna_not_nilsoats1Lupon receipk 475 7-30376 E-20, Flanges not protected upon receipt. 476 7-30-76 _Ai.103 A. Pi p e_s p o ol_111C C - 151-S 616 - 10:Ld amag ed. Repair 477 h .8-2-76 _C-Ill.___ Main _ Steam _Renetration w ding _not_ full Rework 9-14-76 P. N. Ratter _ penetration _ velds p
p p %..) L. i LOG OF NONCONFORMANCE REPORTS st. t *% n;-8-% PROJECT NAME Midland I & 2 JOB No. ' 7220 8 43 pg 2-3 4 5 7 DATE NCR NCR NO. DATE NONCONFORMANCE DESCRIPTION / REMARKS DISPO. CLOSED CLOSED BY 478 8-6-76 C-2 31. Dwg. C-281. #6 stirrups installed on 12" centers Use as Telex.9-fo36
- c. Kasch instead of #8 at 9" Aux. Blig. El. 6148 to 630. 7 5' 'Kc'line is 9-20-76
_ _B. P. cheek ~479 8-6-76 _hi-lQAA. No refengpce of N DE on PT Examirration Document _R e c o ral_f o r_ pip e_s ponLDE C C -l_52 - S 506 2 .i 480 8-6-76 S.llt, Weldina of Dome Spray IIeader Lugs, Unit #2 Repair 9-21-76 A. L. Boulden i 481 8-9-76 _M=l06.__Ilangera_f ab ric at ed_t o_n ot_a pp r o v e d d r a wi n g.a_ _a n d -pa c k i n g-s l i p _ r e vi s i on s_d o-n o t_ ma t ch-s ke tch-rev s-482 8-10-76 _hi-104.__.IIanger_flacumsntation for NDE LWeld Use as is _ Details. 10-28-76 P.' H. Pitta j 483 8 7 6 _C.233A. F-1406LMisc MetaLfabricationa_ received __ Reject 8-17-76 R. A. Moray _withouLtagmarkings-i 484 8 7 6 _C=233A. F-Id43fLIrash_ Rack _Gilde_Asa'ys received Document 9-3-76 R. S. Morrow I _without.-tag _ma rking s 485 8 7 6 _C-233A. Fidd39 Citannel and Plates received without 10-5-76 II. Boleen _ta g_ ma rking s. 486 8-16-76 _C:Zll. Dwg, C-212. Rebar omitted and Rebar install ed _too_ low._ Aux._ Bldg._ F T ransferdlbbe_ Room-487 8-16-76 _G-231._Dwg, C-2 56 Aux. Bldg. E Transfer Tube Use as is Teler. 9-10-76 C. Kasch i _R oom. Channe Ln ot_ emb edded_in_cnn crete _620'il'Lt o_63 C 80n 9-20-76 B. T. Check 488 8-17-76 _M _10 4 4, Code taa on dine spool does not correspond _._ ith documentation, for pige_ spool 1-GCH-8-S612-1-3 Rework w 489 8-17-76 C-231.
- 6 Rebar cut to allow installation of Struct.
Use as is 10-12-76 M. E. Foote _ base _ plate _for_ beam 68 3" Westof_8.1_.Along_'A'line_ E;1. 63486" nu x, 490 8-19-76 _M - 6 4. Radwaste Decay Tanks equipment bases not Revork 10-4-76 C. Groat coated with an elastomeric Compound. 4 91 8-19-76 _M-10 6A C. Pi p e_ Su p p o r.t s _Ea b ri c a t e d_ t a_L ev el__4_Dwg s, _EackinglisLdoes_noLagrec_with_Dwgs _acnt. 492 8-19-76 _M -10 6 A C. Pipe Supports fabricated to Level 4 Dwgs. 1 Pkg. List does not agree with Dwgs, sent. Clamps no : numbe red. 493 8-19-76 _SiO. PO F-bl7_92._IlolLUgads_noLmarksg]_A490. _Eonne_EEG-1-l_and E.E_G-9-2 not completed by vendo;-. Use as is 9 2676_._. _ II. Boleen 494 8-19-76 M-l. 35. No correlation betweenlocumentation for 4 l'INI _Eyjt em Caljinets and 4 Cabinets. t ) 495 8-19-76 _M-106ACmHangers_ fabricated _to_lexeLa_dwgs. Pkg _li st Jloea_nOLagInc_witlLdwga. sen_t._ _Ilangers a rriyed befong_g.gp yr. 496 8-19-76 ._.E.42._- Conduit _damag e d_by_d rillin.-Aux.--Bldg --5841 )" --s l ab.
A ["N. - /7. I I, LOG OF NONCONFORMANCE REPORTS i,.a.. ....ec PROJECT NAME Midland I & 2 7220 a 44 JOB NO. p 6 2 3 4 5 7 ,r DATE NCR NCR NO. DATE NONCONFORMANCE DESCRIPTION / REMARKS DISPO. CLOSED CLOSED BY 497 8-23-76 M -10 6 A C. Pipe clamps configurations not in agreement with Bechtel Eng. NDE documentation not included. 498 8-24',76 C-23fl Concrete ptgced in Pour CC(662. 92)b' had Use as is Telex 8-26-7 B. T. Cheek o a temperature of~_76 9-8-76 E. Dutt c,n 499 8-24-76 C-230 Entrained Air in concrete lower than the ~ Use as is required 3 percent for Pour Y (603)a 3 500 8-24J 76 _M-1J5._3_ gauges _do_not correspandMllLthe ._ packing list-501 8-25-76 _C.-2.31._ 4 Dowela_not embedded in ' D' line. 389" East _of_6._6_Line. at El. 614'0". Aux. Bldg. Repair 502 8-26-76 P Pvc conduit IRC007 damaged _during_Iepair _oL113C008_ R epai r 503 8-26-76 _C-233 Channel _and_I21 ate _ Embeds noLpiece_ marked-Use as is 10 h-76 H. Boleen k _unon_ receipt _ 504 8-26-76 M-204. Yard Piping, welding began upon a rejected R ewo rk 9-3-76 A. L. Boulden ._ fit.-up. } 505 8-26-76 C-IlL_ 4 s-built location out of tolerance. Unit #2 _A Z 207_0_ El e_y_,_6 6 8 8 6" ,l 506 8-27-76 C-30. Two rebar cut at IIanger 18 2TIB~C~l33 II6 Use as is - ~ ~ _.ithout prior Project Engineering _ approval. w - 507 8-30 76 C-23D. Mortar sand has greater water demand ratio t: than allowed by ASTM C-144-70. 508-8-31-7 6 ._.C-230.._Elyash_contenLnf_ cons _tcig_placed in CC(619Jh _a_high er_than_ allowable _ limit. 509 8-31-76 _C-231 Curing of_ pour _A(633. 2)_a,_surfaca Use as is ) _ appeared _ dry. 10-26-76 B. T. Cheek s 510 9-2-76 _C-208.__iLDensity_trats on_Lnsomina st ruct u ral i _Eand__ Gradations failed t;o meet minimum volume, j 511 9-2-76 C-211,.__l-# 5 dowel b roken at temp. const, opening. _ Std. Repair ) - Aux.__ Bldg._._61410" } { 512 9-3-76 __Mm106., IIangern received,_ dwgsaot_ approved,_and_ j __ parts _noLid entified-513' 9-3-76 _ M-106 11 angers _ received,_ parts _noLidentified_ properly. 514 9-7-76 _CA213AmChanncLand Plates _ received without piece ma rkin e s.__F-14139 Use as is 10-4-76 H. Boleen --7T76 515 9 E-20. Weld Neck Flanges received without coatings, nick _ed, scratches. (
7"' ps i ) l 'w/ LOG OF NONCONFORMANCE REPORTS I c. 9 PROJECT NAME Midland l'& 2 JOB NO. 7220 PAGE 2 3 4 5 DATE NCR NCR NO. DATE NONCONFORMANCE DESCRIPTION / REMARKS DISPO. CLOSED CLOSED BY 516 9-7-76 ___M:105,_Ila nce rs_ rec e1 Yed,_nat_ traceable _ma rking s, pocumenta-10-21-76 R.S. Morrov _dlfferc.nt revision on Packipa List tharL_Ihig. rec'd. tinn 517 9-9-76 --_M-1 1 A - nupport_reetor_ Heat-w hangera an nnt -._ agree _uith_detniin nn_ drawing _ 518 9-10-76 --3b10b'- fashing_ List dogs __ pot agfee v/dugg _ggnt. _Dwg._ calla _for 'I' Beam _vherena_a "B' nean_ van _senta_ 519 9-13-76 -- Dwg.__C:208._Amt.__Bldgi_slaba_624 '6"._ Clear _ cover l Jor_ Top 3avels_ vary _between_2_and 1-1/2_ inches-520 9-10-76 C:208._Cylindera_ vere _nat_atripped_vithin_2h_houra__ Use as is 10-29-76 B. T. Cheek ___af ter__ casting. Cylinder _ sets #008 anL#999-M-1Me 521 9-10-76 mHangers_and_related_sketcheslor_two_ hangers _._have_same_ mark _ number. 522 9-13-76 M-106,_rigure all Pipe clampa_ slo _not_ conform to the . _._ applicable _ sketches _hlll of_materlal. 523 9-13-76 ___M:120._ Internal _nurface of valve had a 11ght film nf ruct. 524 9-13-76 M-1.35._._ NNLdo e s_ no t.b ave _ a _ Mat erial_o f l _ Conformance-l 525 9-13-76 M=1.35.- Thermocouple _Assemblien_not_ traceable tn the_ Certificate _of_Conformance- [ 526 9-13-76 M=1 ""e s sure_Svitche s,_docu menta tio n l- _ packagec_not received; 527 9-17-76 C-230.___ En t rained _ n ir_in_c on crete _ex c eed ed_spe c, Use as is 11-2-76 B. T. Cheek ___ requirements.__Aur._ Bldg._ Pour _A(629.5)n 528 9-17-76 M:20h.__nust_on_ spool _ pieces @W_37,_M:610 Sht._5. 529 9-17-76 M:106_AC._Svay_ Strut __'W'_~ Dimension._ size _of_ piece __ No Noncon-9-23-76 P. M. Pitts _._ doc a_no t_ngrec_vi th_ size _on_ske tch - formance. 530 9-21-76 _ M:51, IIcat Exchanger 2E-73A__has rust and scale on Revork shell side. 10-8-76 C. Croat 531 9-22-76 - C-233AmElate_dimensioned_two_different_thichtessen__ 4 -.__on_some draving-532 9-23-76 M=EhAmG-391-n nnLsent_for_19" 150$ Finnge. No Noncon-9-24-76 H. Boleen 6 M:106ACmRcndon_ Hanger Support hnnger_rnd g._fp2ance "C l _._ van _not_ threaded _aa_ required: f rnunce 10-7-76 R. S. Morrow l 534 9-23-76. Dug _C-256._ clear _ cover _ror__ reb p.or_ tolerance - Use as is. Telex. M. E. S. [J -- _ Aux._ Bldg. West-TransfeAbc Slab 9-28-76 n).te N 10 7(, 76 >< r - e--+-
ry. yy. .,ry ,) Y v 's v LOG OF NONCONFORMANCE REPORTS U.'.' I-l PROJECT NAME Hidland 1 & 2 7220 JOB NO. PAGE 2 3 4 5 DATE NCR NCR NO. DATE NONCONFORMANCE DESCRIPTION / REMARKS DISPO. CLOSED CLOSTD BY 535 23-76 C-230. Flyash content in concrete placed in Pour Y(623.0).a below minimum allowable weight. 536 9-21-76 M-10hA. 1 A" LR_90 Ell containa cracks,_on Spon1 1 21tBc-131.s617 9 7; 9-21-76 M-106Ac Pipe _clamn.does no Lconform_to_the_sketchen__ 8 537 6 Bill.of_ Material; Hang-w 9-1/2dCCBdO=lta l 538 9-24-76 M-104A. Shop Traveler Form. does not anree with the Code Data Plate or Code Dala Form. 1-ilBC-87-S619- /-Z 539 9-27-76 C.233A: F-il16130._Two-en d,_J!,__4 Kl* Deams. 1 Reentrant enrnern nn Lfilleted_to n 1/g" radius. 540 9-28-76 C-39u~ Reinforcing Steel R eceived does not corresponif'wlilifabricition on IRland Ryerson Dwgs. 541 9-28-76 C-208. Concrete Cylinde rs had a higher curing _t e mp e r.atu r e_ than_ allow a bl e_ m a x i mu m. 542 9-27-76 Dwg. C-276. Aux. Bldg. El. 52886".
- 11 dowels
~ YnttIFd.
- 7. t5 line idr~tHe nortli 2r6"~517he sthh.
o 543 9-29-76 ~~M Nuts and bolts not securedugnard not provided on Timit switch of crane. I 544 9-29'-76 M-104 A. Ga sket s, wrong type of spiral wound gaskets ma rking,7 ocu me nt a ti on. l 51 5 9 29-76 C 8s0A-Four_ Polar _Cranc Girder Rupport Brackets Std. repair 4 Damaged. 546 9-30'-76 C-39. Discrepancies in Vendor Dwgs. as to Rebar R ewo rk _10-1-76
- n. A. Moray Ydliricateil ant (IGbar Received.
547 9-30-76 M-104 A. MTR8s lack Stress-Rupture and Cone ~$UIgTriihi TesTiffor st ids and nuts, 548 10-1-76 C-233A. Pl4 Pipe Restraint Embeds fillet welds have { sHnie iitcorrect diniens~ ions. Use as is ~ 549 10-4-76 C-38. Reactor Bldg Structural Steel, cutting past poiRI of tangency. 550 10-4-76 M-104 A. Gaskets, wrong type of spiral wound gaskets ma rking, documentation. 551 10-4-76 C-230. Low air content on one ticket, pour #C(593.5)a - DCC= C-305. Expansion anchors used for Class II S 552 10-5-76 _EIPing_ oyer 8" in diameter. Rstad arreur,r s Hces taken f{r m 90 Production g 553 10-5-76 ,C-231. Two siste T g ,rees.
(. i (w) v) i ( J LOG OF NONCONFORMANCE REPORTS y ei.e.n a 1 Midland I & 2 1 7220 a 47 PROJECT NAME JOB NO. PAGE 2 3 4 5 7 DATE NCR NCR NO. DATE NONCONFORMANCE DESCRIPTION / REMARKS DISPO. CLOSED CLOSED BY 554 10-6-76 Dwg. C-202. 1-#6 dowel missing at El. 624'0", 12' w e s t of jh_2_ on '_A '_li n e wall. A ug,_I} }dg, i 555 10-6-76 C-2 31. 2-!;6 rebar damaged by concrete drilling. l El. 624 80" @ 'B' line wall. Aux. 131dg. [ 556 10-6-76 M-104 A. Studs do not include the results of the s t r e s s -ruptu r e test on the Certified MTIl 557 10-6-76 C-38. Dwg. - C-3 8-6 3 8. Plate bent at an angle of 3" j due to a cracked weliT. 558 10-7-76 C - 3 0"5. Expansion anchors used to fasten hanger 3 Ileject 10-l FC B-19-II7 to wall. (over 8" in diameter) 559 10-6-76 M - 120. Two valves have a film of rust on the internal surfaces. Item # 5. 3 & 5. 4 560 10-8-76 M-1.17 Qual.ity_ Documentation Package has not been received at the jobsite. 561 10-11-76 M-93. Aux. Bldg. Grane components exposed t Red _the_w enthe r_, _INg.,_M-616 Sht. 7 Veld completed without the 562 .30-13-76_ _luthorized_Inspg.ctor's IIold Point on WR-19 Ibrm .Documentat ion l 563 10-14-76 .M _103A. ASME III Class 2 & 3 Studs and Nuts, ma rk-ing & Documentation & Reject 564 10 IT7T Dwg. C-2 59. 3 Vertical rebar located outside of herigantal rebar rather than inside. Aux. Bldg. g 565 10-15-76 Dwg. C-2 74. As= built conditions do not conform to ~ - ~E of dwg. Aux. Blilg. 61~.f'lii'-@~5T& 7 8 566 10-15-76-- sect. I_hvgs. C-214, 202, & C-276. lii //~5 rebar omitted at . El._(d4 8 6" and 1-# 5 reba r omitted at El. 53486" Aux. C-210 C-21' C-110 R eba r Dwg s,_d~~- A ux.. Bl)d'g. Ele v,._& C-2 82. 567 10-15-76 omitte 5E8' 0" 568 15-7F Dwgs C-213, C-140, CMX CT2h4. R ebar omitted. ATx Bldg, 61F0", d Tlik, IClliie walls. 569 10-15-76 Dwgs C-213, C-14 0, C-2 82. C-284. R ebar omitted. Aux Bldg,_Elev. 614'0". 5.6 line, wall 32. 570 10-19-76 31we._C-h29.__ South _ wall _of_ cont._2_ferdwater_ chamber __ Use as is _ has 5"_to_1.3/h"_ clear _ cover-571 10-19-76 Dwg, - C - 6 58 k 415. Type 48 embed notched by mistake _and_E-2 embeda_notche.d_ ton _11eep. _C-20&._._Fincncs a of F_ly_a s,h too h. 10-19-76 (. Iow. Specific 572 h surface varied from average more than 15%
j~) (%.. .,,q -- C/ b LOG OF NONCONFORMANCE REPORTS v..., g Mi am I&2 7220 a 48 _ PROJECT NAME JOB NO. pg 2 3 4 5 7 DATE NCR NCR NO. DATE NONCONFORMANCE DESCRIPTION / REMARKS DISPO. CLOSED CLOSED BY ~~'T7 3 10-19-76 NDE Procedure PT-SR _l,2ubiani!LDenetrant Use as is. Telex. 10-2'-76 A. L. Boulden -Cert. Records are not up to Rev. I requirements 574 10-20-76 M-106 A C. IIanger rod'ifiilivered to jobsite not threaded. No G-321-D for Shop Order E-ME-242, 575 10-20-76 M_104A. Pipc_a noLSN 106122-601)L-a76 delivered to the jobsite wiEhout G-321-D and. Quality verif. Doc, Documentation 576 10-22-76 C-208. Concrete User Tests #31 & #32, ice not tested. l 577 TNF C-231. Unit #2 Exterior Walb Rebar omitte_fh 578 10-26-76 C-UL Struc dihver_y ditpraLDackfill_materiaLnot_ tested _nn 579 10-26-76 M-204. Spray IIeader pipe spools 2GCB-001-S613-1 C2GC13;UUH-56t3-I came in contaitTith7iesthing. 580 10-28-76 _c-23L___ Curing _(temperaturn arnppea_below_500__rav_3 ILours_sn_four_A 61h)h-2 on 10-22-76 581 10-29-76 .c-231 curine_ temperature dropred_helowd o for an _indetenninate_amoun;;_of _ time _on_ Pour _A(61h)h-3 0 582 10-29-76 C-231._._ Curing temperature dropped _below_$0 for_an indete2minate amount _of_ time _an_ Pour _A 629.5)b' FC-21. Cable received without required (test results 583 10-29-76 5B~4 1 IT2T76-C-231. Curin manufacturer'g temperature for grout fell below ( s recommendation 585 11-2-76 M-51. Gouge in nozzles #3 & #4, 2E-73B ~ f f.
p .\\ ] ~ ~ 9<.<~vwl -
- a. f.
.g.. .7 - s, ./l NONCONFORMANCE REPORT
- "' 1.' ofM 19.
1. Project Name Job No. No. ~ -54 8 Midland 7220 Page-. ( [..d 4f 3 2. Unit (s) 3. Drawing /Part No. Rev 4. glem Description 5. 8 tern I.ocation. t Aux Bldg F-7220-C 23 3 A - 13614-M V 3 Pipe Restraint Embeds 'l CC "el' L I W h g*, 6. P.O. or Spec No. 7. Seri.I No. 8. Heplacement Part
- 9. Source
- 10. Contractor /Suppher p.
.a.. 7220- F-13614 Type Pl4 Pia N / A nEv Vendor Mississippi Valley ' Structural Steel.' n o.
- 11. Inspection Criteria
,,, no. R - l 00-2 9 8 i n. asME auvaoaizEo n. snEvCu avvaCwEo
- 14. omovered During
- 15. Equip Furnis.ed sy E
howa O srEC OoruEa ao. See Block 16 o ',, E h",'o" ElvE= 0" CiaEC:G OCoast O v'Esv OC ;EV.1 DEaG Mr'o "5"'
- 16. Nanconforming Condition:
- 24. Disposition Concurrence 1.
Bechtel approved M.ississipp. V..;1ey_ Structural Steel drawing t_ HEWOHK REJECT HEPalp USE as 15 F-7220-C233A-13614-MV-6-3 requires 5/8" fillet weMs for some joints at type P14 X Embeds. Contrary to the above, various welds on ele.en type P14 Embeds were 9 fg/yLgg pCrENGd EEN/d ggc t_, found to have insufficient leg and/or throat dimensions. See attached sketch for OJ D TE locations of joints requiring 5/8" fillet welds. Sf/,f(A da fB ^" Continued on page 2. AuTHORIZEO $NSPECTON DATE 3 e 17. eportett y TMi- @ Date 9 -. Jr> -7(.'J 1. Validated g Date
- 25. Disposition Results
[ f- %"O "I6 0:N* 7 ff' '1 //I-/* W % Routing / /gro r ELu EnGanEEninG O' To otHt'e4S lSPE' trY) C 22. QField Engineering Disposition @FIE t D ENGSNEEH0HG H ECOMMEN DED Di$PO50T 80N TO PHOJECT ENGINE EHENG Add weld as required to obtain a 5/8" fillet [ hT/@N'2'd//d'M A M o7(8 1. EWh46 /<Jb A m/b /Jo>y 4w- / _2. Add weld as shown on attached sketch. 1 / y Continued _on_Eage 3 Conditional Release: Continued on P ge), 9 o . 4.5.d' M x-4-M % K_ /Yf.
- 23. Project Engmeering Disposition Engineering has evaluated the design of the pipe restraint embed P-14, as delivered at_the _1ob site, according to latest NRC criteria for postulating the high energy pipe breaks. The analysis shows that the embeds are structurally adequate.
Engineering recommends "use as is". The design evaluation substantiating "use as is' 2s. oc Acceptance is contained in Vol. V, Aux. Bldg. Cales, found,}n Engineering files. j Nde E,mmpeni _ca.wg,Js V V h ? Clue s w HV/s/7L l t / &vs / (a,. /4 aurnoniZ E o.usPECron par" l vf. e ~ -f- / 7" ..s.. / ~ gg s s.
) - 8 4 ( 5 o c. s bn., t 2 3 n 0 o 2 e i g j 1 a e p h t 6, n t s o i h, ta L r h e e t c n O ,,e e t og in 2 s e aE k i.n E f d l A a f n s ieOC - o, F P O s o o 4 i ae i r t i e s y p p o o o h y C p yp r c poyd s p t C. C p o o i or e n yCe d f k .e e d o .nk l s l n ) eino D a wCPG k d n T' c e i N a h f O l c g C y a n ( T b t i t d R d a n O e e e P s E e p u S . R a d )vE l c o C I N I I A s s e e M_ t s R. a 'O - a l n c p o F i N e t O m 0 ce C 1 p o 8 s 1 s O n N n x i i t ,4 p e i r e 1 a x c e a s r e t n 2 i o g p d n p is n i n a r a_ e u s s d g m r a d a i d b e r t g " o a d e 2 n i a el o / u 1 e = r nt c t n 3 = i t e n c ni x a o o c m i c_ f f 2 r hu o n f s l_ ne n 1 kI e oc 1 c w o n t k e o 52 b N t. $ a I!. r I, e . i
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- 3. RECORD CONTROL i
.I ' FIELD INSPECTION REPORT CONTROL NO. v/ FILE NO. /O//4!7b PAGE- / OF /
- 1. PROJECT NO.
4M
- 2. D ATE
- 4. BTEM INSP(CTED
( 3) ? /4 ml& GL) Afij Ash L% kWS $k0 6 '3'A OiME I &M
- s. LOCATION
/
- 6. TYPE F INSPECTION
/ 2 //A Ahlddl I As //04 !>> MlAU Al A FA,d',5.
- [
O b
- 7. STANDARO / CODE / PROCEDURE / DRAWING / SPECIFICATION
/ fl h d)(Y 8M-ki.
- 8. INSPECTION EQUIPMENT USED b)llbO 2[lI bML d
J 7 0 t 79 A m w E
- 9. RESULTS OF INSPECTION:
SATISF ACTOR Y UNSATISFACTORY C
- 10. ACTION TAKEN IF UNSATISF ACTORY
L .ay-y A l'OrotMnw c4 FluG: %t,/d?(>l/6,,J is/pr/v4, n r) Distrieunon: y y ) White - OC Files Canary - Onginato'
- 11. ENGINE ER 2514 87 731 GC-Gi 1
v}u v .u: gy l9 (v .ny d ~ MONCONFOP*.1ANCE REPORT (CONI'O) e eaceJ__ mM_. 5-18 ... a c., o , -. ~...., - 131pck J.k continued. _.. 3 2. lr.sufficicat Ic<j dimension ; a re, in soine ca ses, caused by lack of proner of_fset at t8 u: joi_nts , _., betwe e n 2"
- 1//." ha r s a.vi.'.S
, t 1"., 1.',10 " p l.i t e s. Se e.it t.'.c he<l :5.N e t c h, i I ': c,a c e,.i f o . p.: r...te:1 <!u rim; a cceipt iampect in.i. Ilohl gu2n<!ing 11r.1 disp.. cit.iun. f) 1.i. ' 48 ?32. ..-.i 1 c c t va s c..., m..,u. a. sh. 'ch < a v s s. Block 22 continued. _ Eight pieces to be returned to the supplier for repair in accordance with approved repair procedures. // /DV/-N .jo,, y)o PFE, f(. A g,,,o./g) )). % ~s PFOCE / ~ ? . r. r LOAE Block 5 continued: . Eight embeds returned to vendor 10-11-76 on SN 7220-2207.....Three embeds moved to the combination shop._ _.. _ _ _ _
- 3 hh p.o 2 -
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- 1.. Project Name -.
- m. Job No.
5- .y.-
- 19...
7220 .W N OD4 O, ' ~. Y' No[549 "" Page l o d . - f- ..'MId1&nd - ' ~ Unitts) 3. ,k,E1 .s Drawing /Part No.' Rev
- 4.,ltem Description. i, 2.
J. E '. Ut_its 1 & 2 See Hlock 16 Stnictural Steel, ...- t 5. leern Location - ~ QC Hold Area.., ~ g'.*j -' 6. P.O. Or Spec No. 7. Serial No. 8. Replacement Part,, :,,,
- 9. Souece.
- 10. Contractor / Supplier T,
,[ p 7220-C38 See Block 16 r/a H/A Supy11er New City Steel Corpe REv ).
- 11. Inspaction Criteria no,.R-1.OO ~330 t a.
AsuE AuTuoRizEu .. sxETCu AYTACHED is, oiscovered During 1s. riioip runnished By C-M O 'v"E s'*"ENo" D U" .M. Dowa pseEC DoTuER No. &EC a OcoasY O TEsf OcciEnTOEna Or'o
- 16. Nonconferening Condition:
- 24. Disposition Concurrence V.
M_HLeL12uanamn__3,_1DrA_3,ge4 states: "Re-ontrant co2merse R& WORK R E J E CT REPAGR USE AS BS j; except for the corners of weld access cope holes ad.jacant to a fInnge, shall be l ti filleted to a radius of not less than 4 in for buildings and tubular structures PROJECT F9 ELD ENGINEER DATE and 3/I4 in for bridgese The f111at and its adjacent; cuts abell meat without offset f FNOJECT ENGINEER DATE ./' or etxtting Inst the point of tangencye" Contrary to the above 5 beams listed on s PROJECT CONsTR QC ENGINEER DATE narra 2 havn been cut tv.st the 'voint'of tarsrene7. F-i ji Con't Pg. 2 e ~ AUTHOR 12ED 8MSPECTOR DATE l f.
- 17. Reported By Date '
- 18. Valida ed By Date
- 25. Disposition Resulta l
D k.,- es *- l0 Y~ A Csf G1 M)-4/
- N
- 21. Routing
', QTO FIELD ENGINEERING QT oTHERs {sPECIFY) I ) i., 22. QField Engineering Disposition Or'E'o ="c'aEEa'as aEcoa"EaoEo o'5ros'T'on To rao'Ec7 Eaa'aEEa'aa U f. I !. b. As .? -? 23. Project Engineering Disposition = f* t. it i-41 ..n -n:-
- 26. OC Acceptance
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- i. Pee,ces nAmG job NO.
I-)- 551 Page _7of 20. y Midland 7220 No. 2. Unis(s) 3. orawing/Peet No. Ite. 4. stern Deweepteou 5. Item Locatiori "/ N/A N/A Concrete Pour FC(S93.5)a 6. P.O. Or Ssses No. l7. S? sial N a. 3. Her.t.s. o.n*nt Pas t
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- 10. C.>ntrac ecr/Suppher G ~_ %
M/A r,n __!'/A utv MlA no Ji/A.__ Subcontractor Charcplon, Inc._. is. Eq.,ip r,neshe.s av 11 1.npe: tion Cnte.se .4 -. 1. 3 0 ~2 - _ .r. .su c aur. on.r. o.. _.i4. nocose,.d oo.;,.i sne,a,....cu[o ,,, n o no._c-230,nev.J_Q. g',",l'""'@"" O vs s El" 5 Dowo OsrEc DorHEn Da c:c Oconsr a vEsi 0 .Enr Os uc Ori.o 3 1.". No... cnt e. ining Conddion:
- 24. Despout.cn Concue..:ca gcct.;aa., 4. ' of Speci fic.:tlen C,!30 P.av..,. s ta t es t!.it the air P~"
-~. concretc anall,ou het een 3 - 6 percent. Contrary to tim above, 2 teats L_ a, I c :c:- r a:. na ac.,oun(.,EC, ~j.~.. w e,. ~ r-t.erfortcod on a sa :nle fr m fl ds. of concrete placed in pour I'C(593.5)a, Batch Ticket / Pf tOJE C r FEES.D C64G8HLE H D A i r. . h.o. 10559, shosed an air content of 2.6 E, 2.7 percent. Hon <onforninen noted during tent of concrete. One hald tag applie.I. PesoJEC T CONST H QC ENG8HE EfB D A T EC A*ai no... z a a, s e._ecciose omia
- 37. n poet.: 1 t Data 15. Vahelatad bp es.:a 2.i. Onpoutiv.e He.ults
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- 21. nouting s/
/ 22. O Field Enynieering Dispubtso,, grets.o cucinEs:nsnu raccouukupEu pass veierson io reaostc r En.;eNEEFff P44 I 'J. ic Paur C(593.5)a is interior concrete in the Containment I cover slah. Con-r t: v.. .._e...,. ,. c. u agg. 1056i i; 10562 wmf <ii. :barne 1 priac i.c m.wie'.ia,
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To..ci cer. crete ylaced Nac. 230 :..y. Cvlinders were-ca. : u e J r t:cl.et 10559 cit both the bitch plant and the paint of placement. N,/ Y l/ /9 O re. Protect Cneneerin.j c yvspieun / /Y' 2G. OC Acceptance I oc EncenrEn on-p U l te W-I auvuonizEo ensrECron m
$gLes4 4. O.A. la.% 'u s NONCONFORMANCE HEPOHT 1. Project tJame Jota flo-89. 337 2a Midland 7220 tJm Pm_1_osl__ o,n,in.yP.,' tJa.1-610-la-21/ 2. un,its) 3. Ha 4. siem Desenpoon
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I 1Q.1FC.B_19 __H. __13 Sub 3 Con _cr_,eto Expansion Anchor Aux. Bldg. El. $81 ' 6 G. P.o. or Ssee PJo. 7. Sare.*I flo. _ 8. Hapleeme.as P.u s
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~O'"c'." " b,"o"" D v as Kl" Ooao [G s. tC Ooracu no._7220-E-20$ ~ Daocc.(Pl<ons1 O Tr i^ * -O< tioni Ocesa Gr'o 16 . _.. _ - _. _. _.- __ _._..-..___. - 7220-C _30$ Hev. I paragraph 2.1 a tatoa "Expansio'n**
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Specification 28. anchora uhall not be uced for Class II piping over 8" in d.icmoter"._ _ _ _ _ f_'Ec ' - " ' ' * *
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Contrary to above, during installation of hanger 10-lFCBj9-H-13 sketch,__
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No. 1-610.14._21,_eight 1"___ diameter expansion anchora vero used to fasten. _._
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the hanger to the vall.. _ _ _ _ _ _ _ _
Non-conformanco noted during construction surveillanco.
Q List //14.102. Hold pending final' disposition.
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T o e s t a.u t.g e.s to L HereG Q T.3,0.ieicr: d ise.ccer y g,/ ~ 22. OFseld Engineermg Onpmeteon bb * E "***.e so no n e. cut.a u tre oc o ne sro.e r eora to e no stc r a nve en c t n o nc ^---~-~ ~ Route this llCR to Project Engineering. Field engineering reccmmends using co m drill to remove existing 1".. expansion anchors and reinstall 1".. grouted .r ri. ;. i l i r :.o - re ravi;ica t; spwii'ic.c.i.,.i 7"IG-C-206 dev. C. I G.d.:. s.u e a C-uuu. }.._.___ y ;,s .r _ 7. ,& y. _ .,a.. ,.L,.y.yg L.... - 04 llJo bX. I o - 1 '1h 2's. Pray. ce Cea yaceri ig Onp nite <ne ~ 2Er DC Acceptanca ocsnusnern onTE 9. .f54 AU T nO nllE o INSPE C T Osa DAT ~_ f.
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2. 3. Drawins/Part rio.. Rev 4. Itern De:cription 5. Iteen Location 7.J.T. Unit (s)A,. .s .EN/A' ~ Cadweld Testing Freq'uancy. u c.'. - -,.s Contaf f==nt,i., '.D gr 3fA 6 P.O. Or Spec No.
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_C_-231 P.srA_11 .N/A - "'" 44 aEv WL "a M/>.- Construction" "N/A II. Inspection Criteria N/A $ 2. As**E AuTNORizE o .. sNETCN ATTACNrD
- 14. D scovered During
- 15. Equip Furnished 8y iR N O.
$NSPECTION R E Q:D j D a=G OsPEC DoTNER NO. EL*'LPr. U O vEs ONO OEC:G acONsT O TEs1 OCt ENT OENG Groo g* g"
- 16. Nonconforening Condetion:
Cif1 Cation 72 & S 2 % Q h ielOn 1h M Ction 10.1 M states
- 24.. D.sposition Concurr.nce
.g that... " Production op11ces shall not be 2wr.oved from curred rainforcing bars for ""c' " ' ' ^ ' " "5"^5 I I tona11e testing; for T-oories splices on curved bara, separate sister splice test cyo3 es ^'" ahR11 be established for horizontal, vertical, an,1 diagnn=1 positions and for each 4,_ PROJECT ENGsNEER DATE 3 bar size as followns PROJECT CONsTR OC ENG0NEER DATE AuTNORIZED ONsPECTOR DATE (see pa.co 2)
- 17. Reported By Date
- 18. Velidated By Date
- 25. Desposation Results
,. r. M QK.21j',oy4L ph S-76 t 74 -r..,
- 29. Routing Q TO FIELD ENG8HEERING O'TO-DT;NERO. l$PECIFYl //
,#/ f/ f 22. QField Engineering Disposition CFIELD ENG8MEERING RECO A4&EEMOED D45 POSIT 80N TO PROJECT ENG8HEEH5NG I i
- 23. Project Engineering Disposition 4
- 26. OC Acceptance 4
OC ENGsNEER DATE .11 y: .r. .... / ' - a -' .+ ~ p; g - e ..cu gg g. wngn.f,.en mO R.- .N P-TOR, - .. ~,. -.... - - ' '%. Ly.* S - *a
- l;p
...A .~
1 g' ~. . ;; 7-
- .~.
c 3;d'A. ; , ; lAg-t&.. l. 2 'arD"'bg ',,'.l,(, r,.-' N.ff]'iY e ....' :t '.,..dl5Gll# Cf i'): W
- s. 4':8.L :'
.W* Y e'O ,m -: e - bN ' " ' ~
- NONCONFORMANCE REPORT (CONTD)
".E'.e.Paen C i*.
- e. ca o d4~
.,y n j One sister splice for the first 10 production splices -..
- { g.
.:v. .2 Ibur sister splices for the'next 90 production splices, Three sloter splices for the next and subsequent units 6f 100 bplicene- ,v. u. s
- a. 3..
Contrary to the above, only two (2) sister splices were taken for the next 90 productions in Unit 2 Containment 10-30-71 and 6-2-76 fdr71U curved barn. between 4 Nonconfornance found during review of Prequency Teot Reports. Q-List 1.1014 No Hold Tags applied. i f i l ..) l secte 2 ec r.3-3 White copy - Originetor Cenery Copy - Flekt Engineer Pink Copy - POAE Goldenrod Copy - OC e i D g $ .d p' I ~ .'l**J .'s-' *
- l
.Et.'. Yg.. e , A *.D,,' -J ')..J..,;,.1.,.h ]J. e/ fpg,f eUh \\ ,s .~.7 6 e* .., p,', 'y'. c. . ~. -
. M a,., sa os << - '- - J t NONCONFORMANCE REPORT 1. r,oi ca nam. Jote t'o. is. 554 2"- l MidIand . 22 0 No. F*S' L < I 4 2. Ue.it(sl 3. 12X;.1hafPaes No, new 4. Item Ducription 5. it.m Location Common 7220-C-202 5 Reinforcing Steel Aux Bldg 624'0" Slab l i. sen no. l a. ingiacem ni es,i
- 9. s.,,,,,,
i
- s. e.o. o, sg. < >.
l i o, c,,,,,,anoaso,,,,,,,, II. Inspection Crite,ea _j on E/ A. rv N/A l N/A Construction N/A no. s2. A ss4 E Aurnonszto 33 sxCTen A TTAcuEn 14. Dacavered Du,*ng
- 15. Equip Funushad tly
,n ,, o giuno a rre oo,ngo no.72 a9 - C - 202 o'. A" h"T" O v '" 9 "a ,on_5c:olt. c. oms, o,E 1 0 3E-T Osuc Ono a e...or.,,,.,.g cca s. ion: Note # 3 on Drawing 7220-C-202, R ev. 5 states:" Slab <fowels to ~ """ s. tion conc. - .c. o w o... T.::..Ec, E,.._ .m ._.. fl.N. $"')..#"I@..r p.npu },s_s,not e d ut h e rwi s c. " { Cont ra ry to the above,_lcs jl6_ dowel _at_ Elev._624'_0_",_12'0" west of 6.2 on "A" estosE C T FIE Lo E NG8 N E E ft oAIE line wall is missing. PHoJEC T E P4GINE EH DATE IIold pending final disposition. O list,# 1.203. / QC IIold Tags applied. e HOJLCT con 5 7n OC ENGINEE R DATE r8* .'.u ? H Qee5 E n g,.p Lc go A t,4yE .. _... _.h: ~. ys, 0,.p..s,;.,,, y,.,,g g, 1Jtg.V *iJ3p:s; a, [l i T(jfh,I.. l./gsy c. ' s e, ne [, Dale g \\U Nll-(.))L-).* Pl D..C /d *(.. )& / n S-x (g v o,.uo E n c..n t r o.u,. o To Y"<as icerc'rvs G/ noo,,ng OF+cl<1 En9 neering Dest *r' tion k]r act.u EraosnEEpano nEcommun to ossrose s sors To PHoJcc T E est.enEE res,4c 4 22 .1 e' <:iagonal dowels (lTE!3 E.S.) are existing for the temporary opening. Note #4 of Lt sii - ca ;- 1tJ. cr,aci m:s th:' th:- diagonals are not requi7d. Repair as M icus. !r.' d i. uor.s i on'M :n a replacem.-t donel qv.;traign.tnin i tiv: atacones om:ai so twit : ...._ - g _...._ _._ _..sg,i i ce can be r.5.i intained wi th tue repl acei:it:rit liar as l' eau i s ed 0..- l_ i n::
- i. _E.'.no; _cnr.te c t.
_. _. ___.. _ __.. ~ _ j_ _.__ _. !'_f..d i i 7 of. C-140. W1_3 ,,_a.,. _ _ _.. I I-" /* /3M>,- 3 g o. g.7 6 2J. Peop ce Eng.ne -ring D spositi/j4 / /
- 26. OC Acceptance QC ENGIN EER oATE 1
AuinoRIZE o OHsPEC TON oA
Sen4 -1o A A g c>.a.q g ~ y<r g%.. NONCONTORMANCE HEPOHT 3. Proi c n. Job no. 39. 2-555 Midland 7220 No. Page _ I of 2 3 GXK&th%KNK220-C-231 9 Da mag e dtionReinforcing Stee' 2' Rev 4. Item Descri LOit(s) 5. liem tocasi Aux Bldg $n2480" Slab $pec. ommon G. Piti!G Spec No. 7. S*'HI No. 8. Hesdacement Pat
- 9. Sauece
--- - - - - -Inspwtion Criteria - -ein __N / Ac v - n o. - - Construction,
- 10. Cont.~ dor / Sus pl+arr 7220-C-23I N/A N/A- - - - -14. Discoveeed During
- - - - - - -15. Equip l aarni.hed Bf- . Au'c Aoinorurnotes sucTCee ATTacusu 11.
- 2 en no 13 Nancemformeng Cune'it.on:
l.&" N .O. orc. 6.se.< s. Oo Tn ta.___.no. MM _@ @ ._._...QEls$.'["Fifo" Qumc@..OnsT.O TEp O ita t O< aa Om i
- 24. Disposesion Concur.
.c e Specification 7220-C-231 Rev. 9 Section 8 references ACI-301-72. f - - --- . i,.T. l u J-i s.' - o m m..
- x..... C T f.i'i. 3N -72, I_3-a r.3g rr.ph 7.. 2 regiiire s minimum dimensions for reba r z.s spec. __ i--
_, ; _ '_ __ __ f ~ ~- _., T_~, Ified by. ASTM. Pf*OJEC T 6 tLLD EteG8 HJLH DATE During concrete drill.ing at Elev. 62480" @ "B" line wallL.Z en ll 6_ lu r_s we r_e _PHOJE C T ENGsME t re _ _.DATE da maged. _ Tlic_slainage_ redup e s _t he_ c ros s - s ec tiopal. a rsta _of_ca cit ba r_by__ PfiO ACCT Core %) w oc t rag 4NEER UAyg approx _imately 2'i% over a 1 1/2" lengthmEnr_ attachad_aketch. W a N*. ea s
- . D lie rr.C TOfs DATL I., vl s. pe.td. tag f.inal c...t s;nmition.
QC T kn.e ta s;.2 t r;.W.; d. h..Hv:,get.'i/3#$Q~d[C s f D.' a 181 Val.LieJ C/ Du
- 25. Geywut.netrates
,o-6 ' &. a> - +/c i' %[('gh :(f-U;f. e 21.' Hou t i.*g QTO FBC LD ENG8HF EHIf4G O 'TO G506E.545(SPECerYI / ~~ 22. O riebt Engineenng Dispouteo. (~jrscLu e.ncenLEusHG nr cour.icnoc o cusrossisore To enOJEC r EncontEwenc -~
- f. b...- C 56 additional bars are installed beneath the opening and only 2 #6 additional i,r.- ~ar.;,reqf wp., acr ri: C-129) riald Engne fing recc:a. inds "use as is".
Projec. i e, _.4 2 i VC"D ni_.T .R ':" '... 5._'~L r m' !!'- D?e C' - !..__.____...._..._.'_.."l-.<*[_~.+__E / ~ 73 Psokst Engwring 06 v. to i ~ t .E= ..e-4 we 6 N h_..e ee h -e b.**.._m e_N mwm-p -_ w e6 =- N-
- 26. OC Acceptance GC ENGINEE R DATE
-DA AUT HORIZED ONSPECTOR 9,_
4 0910 (3.?f t ,,,3 CALCULATION SHEET ..i i v-OATr oEsicN DY / D A T Ef #."
- 7 CHECt L..
i.' SHEET NO PROJECT / '#' '~' JOB NO b sus >ECT ' M A ' ' M 4 / .[G d IY. d b .._ FILE NO T) age 2 of 2 C9 4g s'..'&..u..u> Sr G//r. :%;a ~ L _..! . = - =, =---_; tt ---- ~: :- ~ ~ &l i I 3 i I s i E l 6 I N l l t 4/J YY h*s ', b f* s 2-- V nm wca ag .< -% y --- /* ,tg A \\ se W l A ' //il 2 J b riodt. .... < :.OV.Nci5 _ 2EK i S: r-O 51.k.:,b - A ,.( 8 gr) 1 ra,n?x..,,.a>).a ,.y /L*.h (h WD$ED) c' .=.= g. ',.2_' A D dl. ,~ = _ _ _. _ _ =. _ = - - N Z ADD't 4& f I i s 6 s f / i e i
s s i } NONCONFORMANCE REPORT 1. Project Name Jota No. 19. 20. " 1- *' FMW 3 20 2. Unit (s)
- 3. 4) g,Part No.
Hew 4. Item Description 5. Siem LocateoM Units 1 & 2 See Block 16 ASME III, Class II, Bolts Whse Ifold Area 6. P.O. ^- P "':. 7. Serial No. 8. Replacement Part
- 9. Source
- 10. Cor.tractoe/ Supplier M-10!sA See Block 16 P/ M REv
' N O. Vendor ITF Grinnell / Texas Bolt Company
- 11. Inspection Cesters' s e. NO..R-1 00-127
- a.
as=E AuTNoa'2Ea s a-sNETcM ATTAcNEo
- 14. D.scoveied Du.no
- 15. Equip rue.ushed ur
_D owG I] SPEC O aTHER _N O. - M 201 hev 7 g', E,"" * " "g" 'O O v Es GNo "5 g,E c:G OcONsr O TEsv OcuCNTm=NG OrLo
- 16. Nonconforming Condition:
24 Onpositeon Concunence l ASM]LCode,_Section_II,_lWl_ Edition thrtuiufnmer_1g3_ Addenda, REWONM REJECT ffEPA8R USE As es a Drec_SA-h53,_rpra_7..R.Laintm "Renuirsments - The_Inaterial_shall conform to the 7 stress-ruptute_tequirements_11LTaMe It for_ design _temnsrature_nhove 800 F." SA Is53 ___DATE PROJECT FQE LD ENGINE E R rara 13.Lstates : "The_produc e rs_ce rtification_that_the_InatsrinLwas_manufactureLw X g_ pCQA_ se-e t 7G PROJ E__ENG8N E E st DATE anLtesteLin_accordance_with_this_specif2catiorttogethermitlutreport of the te t results_shall be furnished at the time of shipment." AUTHOR 0Z ED BNSPECTOR DATE Con't Psr. 2 17, lep sted y Date 1 . Validas 8y Date 25, Desposstson nesults j f f('h{ f Y YhY t&/ $ / I , }l, & Y /$ b ~
- 21. Routeng QTO FIELO ENG8HLErler/G Q 'T o 0lRs (SPECIF V) 22.
OField Engineering Desposstiert hFIELD E NGINEEHtNG RECOMMENDE D DISPOS'ITGON TO PHOJE c7 E NGINEf ft4NG Route to Project Engineering to verify that the maximum design pressure of Piping Class FCB or any other Piping Class does not exceed 800*F. If so, stress-rupture testing in accordance with para. 7.2.1 of SA-453, ASME Section II,1971 edition with i Addenda through suniner 1973 is not required. _Cyn.i e <.,o - N - 7 (. O s 7 t.._, to-oc >& b. Q. 3 cs di-R.R. n. t. 23. Project Engineering Despusation Design conditions for_gac t_p_ipinILljlla ate _niven_in_P_1 ping _Claan_Summstry_Shentay j Drawing 7220-M-480(Q) not Piping Class Sheets 7220-M-481. No line of any_ pipe class has a design temperature in excess of 800F. (. %W ~~ ggk s
- 26. oC accept.nc.
OC ENGINEER DATE AUTHORIZE D INSPECTOR D
i l 4, 'g n g 6 t n 5 i i n 5 n w a o n a n s i a r i s B BB D B t o r D p a C C C C C i a i l F F F F F s e P C o ac h p a t t s e i e e d d h us l l a c s n ns i i_ a f l n 0 0 0 0 0 t C o 6 6 6 6 6 g 2_. o i 6 6 6 6 6 n g t i n_ p e a rr r r r d o_ o i. c 1 r i D_ G c c c n eo e 2 2_ i f 33 3 3 3 p m n E c. sP i S 5 5 5 5 ie OC e eg A s d c i 4 6 4 l 1-1 1 d a ur e O Po i e t e p AA A A A n s_ p S S S S S S U gF n C i0 y d e p y. w0 u t o po o8 t a C o l e d d ha C l e s n t )D ov ud d u 8 m W Fc i 6. f_. bo t u u t / r T e s t t s 1 e N e a p s s t O h s_ y } 11 e C t_ i T 71 h 71 d ( x8 8 X x n T n 8 xX 8_ 8 i R os / l [1 // O Las 1 i 1 1 n P i E rl 1 1 1 R oc y i h(W r p e E e gn h R_ i C n N A t p t il 1 1 3 1 6 6 2 2 m t si 0 M ep T_ f "o R O F l o N a i e O r r n C e u o N t t i O h a_ 2 5 6 7 8 t. r o c N t_ e_ N 7 6 9 9 9 e d p e m t_ 1 1 0 0 0 p o0 0 0 0 s L 77 7 7 n i e r -t-E-i ft a i T P P P r I t n HM M M M t rg ei p i C_ n e eD c e. h t_ r_ d e gi ,t nl ea o i p ve H_ 382 31 6 rp o T_ 1 0 6 66 ua b m h1 3 33 4 d_ )_ a_ re e 1 1 1 1 1 t 66 6 6 6 d s e u I e (_ d h t e t ; u 1_ p 9_ oa ( u n on v_ n_ t i t_ e< ed tn ys R_ s cl no o r e, c_ ar1 ah m rt 8i t o AA A4 o r 6 t S_ l D 1 no eU B.. H_. 1 - - f 0 2o o0 n k C h - s r 2 7li tc0 co/ i 4 c t 0 a e 38 1 o n 5 n 2 v d 0 31 s e 1 r 2 o r 1 00 o0 o l 1 3 n n 7_ D_ 1_ 1 l 1 r 8" H_. 9 8 8 8 4
lh 5 ,Y 'f X s.te& wlw$hh5':tY'f.'fMs'f.k5 k'{;g,$h;h SN. c e x y. m hlp s & g $ g.&l*(.:$;;rs.] & m. h l.fT.lh '&q i, ~ .a,wcw; l cq@':. t.
- m M g g.
w r y M, gi w wpi
- : ' -W.
N 'd,'[,$b. a.-U'. a.;MU U h.NhI iyr.p#p'idj"d[i['5,%hf'h'h,3,'j'.f.@7 *@3Lt h* M?2,'4 ; 'dMf', ty.[% 6,fi'i,7: -rM.f(.dy?jM W M @Q{9 f y p ...,p .. /.5: .y Q y,, q..i NONCONFORMANCE REPORT s.- e
- 'i
-? ^^ -e. ~.- ,3 3.. 3
- i
.+.. T.4 .' k 9,,.. gfgd ~ . +..- .. J. ob. N. o.,,. 1., Pr.oject Name 20.
- 19. y. 5 57 r,.
.,,.; s. -... ,.2y ,t . a. ~ ; ' ' ' (. No. Page 1 of. *g ~ T.. - ' { - c 2. Unit (s) 3. Drawing / Pere-No. C'- AM M 2 > - - 6 etural steel & '1hactor h t M TAI oc 'ml a Ar na' ' ' Rev 4. Item Description, 5. Item Location y 19 (. ' Unita 1 &_2__._20-C38-6tS-2 ' '.{[' 6. P.O. Or-Spee-No.
- 7. Serial No.
8. Replacement Part.
- 9. Source
- 10. Contractor /Suppher
.,9 - NM arv ~ hWhr Teli a T= m*n ~ q Q.,g38.fC ~430 ion "la a o.
- 11. Inspection Criteria p ],f,0-2614 i s.
Asas auTuonizEn ... sxETcw AT,AcnEo is. D,sco.e ed Du,ing is. Equip runnished er ,, no Gowo Osrec DoTuEa ao. E0-cMW2 O 'v"E s'" Ya'o" E s Gao - g,Ec.o OcoasT O TEST O cteE nT D E= = Or'o 5
- 16. Nonconforming Condition:
- 24. Disposition Concurrence 13echtel..nneroved Inmil.s_ Iron Vork:Larnving 7?20-C38-638 indicates 1 ' ' -
j that the_hent_platrLahostin_tha.Aite, chid shtch_is to be 18' from perpendicular __ _nEwonn nEJEcv - nErain usE As as f.' with the beam's web. Contrary to the__above._ th_eMate (hb_) is at an__ angle of 3* F*toJECT rIELo ENGINEE R DATE du tto a crg_hed we 4 (See__ attached pictagg) c l F toJECT ENG8MEER DATE }., Honconfonranca_noted during.receiplinspectione __ Hold T:ending final dispositior ~ "O" uttnher is 1.101. l_ y.s _ tgold tnJt(s) ennlied. enoJEc7 consin oc EnGenEEn oATE __n g AUTHOR 82ED INsPECToM DATE "e* .s
- 18.. ValidaqM By
/ Date
- 25. Desposition Results 17.
eported Hy Date ' $ll/)bNf(b[ /0~b~lb l ( . tfki h s.>- 1. - 7c Y ? j/QTo reELo ENGsNEEHING Q To of GERs (sPECIrV) t,.,. 2J.' Routing g [M 22. QFiefd Engineering Dispositio,. Ors ='o =r*o'"*= a'a a a = co""="or o o'sros'T'o" To eace=cr 5"a'a = = a'=0 8 .c e li - r-I;.. ' i. ' V. e
- 23. Psoject Engineesing Disposition n?
s l:. 1 E
- 26. OC Acceptance D A T E.,
e QC ENGINEER
- 4 ys.
., s . x. f. .,.s, . u n. .W:u." N.. M.<gg.. -].ww;.t.yp.ggggg94.oj auf,y,al==,o',"y=cvf a.(%Q 3,gj.g l e w,P w,rg .w .y. w r. p y. y.,, 3.y. p y. g 3
- g. g.y
.m 3 .. -.,.c,.. . _. _.. _ _. _,. _ r.._. _.._,
~ Ecn 557 rey. c3 7z zo - c_.s s -c a s --2 ~ R.% A 3 o 3 :. qD ( ') .-,s,.-.t..,- Q,/ t. e-..... s. ('. ~ ,,1 s. ~ s. .f.- s.. t'[i, h. W \\ s. .s. N. j !*s t .I / I s1 >g / ,.s .NW:..,.- , xl i ... l---. _ 5 ,3...
- q n m...'; N.' '%.:: $o7'.... ~..
f, lt .:ji. + . i: -., / %.i .. ' N,p '33..'3 mn 7 i, Je ff /. l,,0. > N..,7.Pl a' C9,<', t.s / .. i. a<- M i._.r. -s '. g.i t._ Ks i i -l i i._ s t 1 i t 4 ._,, ; i '1
- 4..e I
w i .. a - ~ ~ ~ + i y-). m e. i ._' _.; i _ '. _..L..
- c-C t.
a , i. J3.. i. t a. g s u 2
- .... ) '." __....r.... _ \\ ;; 3 -...
t '. - k.'. 1 t
- i..
I. j e 1 1 ..r .. ~, =..-... > .^4 i ._....._..I....... -__c_.,. r- - ..t,....... n..s. 3 ..i.
- c
- -
_..___._.__.4.H<i_....... u.A ., t . ;..i!..!.. ns .i .. : g
- e. ___4._
s .ll * {i j., n i ,.!,:.d, _. O : .s. .._. a. 3..,
- r...
t [ !O cm .4 1 - a _..e. Is ,t
- i
( { q j. _ _.... _. __. .s~ t ._-T., g. _. J , i.* } -. lf i . [ M t 2 W 3-I'E 'ne.C E). l \\j it c, W, r g., l ',.. u. s, ;. s f
- I
- / l
. 'p w I g
- .Cr 557 i
) Tacc'3 of 3 /) s-t = ee a
- 4
..SG.t'. Yn .....r' q y,,1.>. tw'i' t*'k $11f.yu. 9^ >gc.: c\\.% Q..i"n.3 sA5 n fs::. . ~r Tf)e,im..,a..; < dg..w.u,.f. i. - a .,i p, t, 1 i [yt.$...$.$.y .w. -YN
- M a.:
,LQ sy_, 3;_gjp (4g;s;_;k.;.). g r ..,.y k - 'k .[,r i k'&.E@s. g~6+M.:.Xl;ifits&:? Lit I, 8' * '.f
- 81. e 2 %e.8 9 *.
$8yy; Y.h s . seq.q gn;,p a "N(;
- 9. g,r.
m Emh;l <$.f3;t;e!.f / *.4, j$;/&y ~ \\.pO f .7 D a /*/ ;as.' -lJ~"'~ f [ u '~YE.g .g .i ; 1 i:1 !'/.,.fs).g'I.5rd,f g i K-2 uA y y, a y!!f hjAj. -e / $P'690Q@g> $;h.Yf.f h,' R 't $ g.9 / jT,g4'.4D.rd:v. O;vP, , J.;j t ..3...tr.g;)c . ts An w':f.\\ es l..; D v@d I.g ~ f. g,i'fr-f4?.a. k.J. -. 4%:.W@4::k".E.#'g 12 tr r A.%.: \\.Q4 i,}[! '0 W.; i.c ai f l 5:>(. 7 'e 7, t. e .n ,,*pt:j !. t_s ,f-pg.., y, SM 33o 3; 2 h, 6.% f ~'~l cy.n ag cd,., ejj i 6 9 \\ e e
s I 1 yGR%. I 'k. NONCONFORMANCE REPORT f 1. Project Name Job No. 19. 20. Midland 7220 W rag. l_oe' l No.
- 2. unitw
- 3. orewing/P-t No.1-610-4-15/
Ru 4. Hem Deuription 5. Stem Locatm s 1 ' 0-lECB_19-il7 sub 2 Concrete _ Expansion Angbar . Aux.'Bldo. El. 584' ~ l 6. P.O. Or Spec No. 7. S* rial No. 8. Replacement Part
- 9. Source
- 10. Contractor / Suppl ee
- ?.
l NA NA "'"NA-NA Construction NA s
- 11. Inspection Criteria NA i2.
as=E AuvNoa'2ED e z. se<ErcN Avr AcNEo
- 14. Discovered During
- 15. Eawip Furnished By
.. N o. DowG Aserc DovNEa No. 422gns o 'v"E,'*
- WN 0 Ovu gm 3,c.o G oNsr O TEnv Oci.isNr OENG @ ri.o 1s. Nonconro,n.ing cona. tion: Specification 7220-C-305 Rev. 1, paragraph 2.1 states:
- 24. o.snNiton conc.N.nce
" Expansion anchors shall not be used for Class II piping over 8" in diameter". "'Q' " ' " ^ ' " l Contrary to above, during installation of hanger 10-IFCB-19-il7 sketch No. [/J I,, _ w__ e 2. / (. O ECT FIE L p G8 N E ER oATE l-610-4-15,19ur 5/8" diameter expansion anchors were used to fasten the hanger ee4 _ g,n_me_ r aNEEn DATE to the wall. Non-conformance noted during construction _ surveillance. Q List .jpr. 2 -%
- 4.102. Hold pending fir.al disposition.
llold tags applied. coNsra oc EgNEEa ne o' oATE A NORIZEo BNSPECTOR oA1E QYk Y4W f l0~ A l
- 21. Routing QTO reEa.n ENGsNEEneNG Q7 ele RS (SPECIF Y l 22.
QField Enginowing Disposition QFsEs.o ENGeNEERING NE COMMENDED 095PO50 TION TO fMOJECT ENG9NEENING Route this NCR to Project Engineering. Field Engineering recomnends usingAcore drill to remove existing 5/8" expansion anchors and reinstallation of 5/8" grouted anchors. This will require a revision to sp.ecification 7220-C-306 Rev4 0. Reference FCR C-585. Pbx h k er' Pbn*b /O-H-76 io -,, u
- 23. Project Engmeeting Dispositic -
Proicct_ Engineering _concura_witlLEicid_ Engineering _ recommendation of using r nre_21r111 to rcacyc_ existing 5/R" expansionanchors-and-.rcinstalle f an nf 'g SIB" grouted _anchora. Ae Y h s tL U s>" A /t'/7 *7/Yl-
- 26. OC Acceptance oc ENGsNEER OATE AUTHORBIEo ONSPECTOR DATE O_
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- [*
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6--. e ...~ -e NONCOf/FORMANCE REPORT
- 1. Project Name Job No.
19, 20. Midland 7220 No. Page I_of 2, Unit (s) 3. Drawing /Part ado. Rev
- 4. Item Description Decay Heat Removal 5-8 tera Lac *t'*a 2
2P-60B N/A Pump-B&W No. 2DH-PIB WHSE 6. P.o. Or Spec No. 7. Serial No. 8. Replacement Part
- 9. Source
- 10. Contractor /S pplier M1.17 2P-60B ein II/A
.Ev n o. Supplier B&W(NPGDLynchburg,Va.) II. Inspection Criteri, l'SP #114 ... AsuE AoTnOn rf o t i. .,<ETC nTTACuEo is. Disco.e.ea Do,in is. Egoi, ro,nish.a ey DowG g,EC hoTnE. .o.Rev. 2 g*T,", ' ' ' "O"a o O ' II" O'idOf$91)di AM [5CumaT DEno Or'a is. Nonconformine conaesio : PSP #114, Rev. #2 paragraph 5.1.1 states: aupon receipt of a
- 24. o.,ositio. cone.
.nE. l B&W Quality Assurance Document File, the Quality Control Documentation Coordinator will forward the document f.ile to the diocipline Lead Quality Control Engineer for _^" review." Contrary to the above, the Quality Documentation Package has not been received at the jobaite. Q.# 1.103 1 Q.C. Hold Tag applied. 4 I PROJECT CONSTR QC ENG0NEER DATE AUTHORGIED ONSPECTOR GATE l ^ eported ykGhe /O Y-W,.
- k. V tYid e vD /dk/7/-
Date 18 Bg Date
- 25. Desposition Results
( An u s 1 21,41 outing Q TO F8 ELD ENGINEEHeNG h T'O OY' HENS 15f C8f'Y)lcox (( [' f 3 Brabcock & Wi
- 22. OField Engineering Dispositton Oric'o s aa'a= =a'as a c co== < a p= o o'5'o5"'oa v a eaod 5 c T = aa'a== a'aG 23.
Project Enyneesing Desposition
- 26. OC Acceptance QC ENG8HEER DATE A,
,=4 f AUV*1O RIZ E D INSPECTOR OF O, r
p*
- NONCONFOB(1ANCE* REPORT (CONT'D) s.n ec h r_7c.
560 t is. aco no. To allow the installation of pump and the conlinuation of erecting pipe spools in the Auxiliary Building, the field is requesting that the pump 2P60-B be released from the Warehouse and allow the pump to be installed in a " stored condition" 10: No connection or attachments are to be permanently installed to the pump. The pump is to remain in a "ftetrievable Condition" until such time that the proper documentation can be received and approved by the sito. /* n I() ,'? ~ (/(g[6,,_ g ~ / ~( /g,p,7 Concurred by (Q -p33 i i .,- M,{c/. / G 2/-76
- 11 Concurred by
[ (/ I gie W 'PQCB b /// t[ $ Concurred by Concurred by 409~ Cl,+ Nd lC 31% /) Authorized Inspector --YELYl'&dk hb9/fc~ UPb hg?f6cKd, dtcM.y//f h*wtg /,
- 7) 1 f SJd)Q(g Nfpq
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- OL'"'~~
G.ht.ne.d C.py - OC ! e' eP S
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- .e p'
,s. y NONCONFORMANCE HEPORT 1. Project Name Joes No. 19, 561 1 2 Mia1nnd 7990 2. Unittsi
- 3. WPart No.'
Ree 4. Item Description
- 5. Itene Location Iaydown F Aux. ning-OH-52 Ttem_fl Aurf1inry nutiding_ Crane South _of WHSE 82 6.
P.O. Or Spec No. 7. Sesial No. 8. Replacement Part
- 9. Source
- 10. Contractor / Supplier gg, l
7220-}f-93 F-0649 " J M arv mutadkn WA " a-no. J /A 11 Inspection Criteria ' 8- ^5"" ^"'" "'2'" S 3-SMETCH ATTACHED
- 14. DesCowesed During
- 15. Equip Furnished By sa SP/ PSP C 85.1 R3 O 'v"c's' "G'Ea "
O " U" Oacc:o ScoasT O T esT Octa==T Gas Or'o D owo_O srec SoTuEa n o.
- 16. Nonconforming Condition:
- 24. Onposition Concurrence 7220-M-93._19-2,_Yendor_Procedurt 220-2 Handling,_FIcaervations nEwonM n,E J E C T neraan usE as as e
Packaging, and Storage states in Paragraph 5 1 "All components should be stored in X _f1 indoor _atnrnge_or_.in nhrh n mnnner_an_to_ prevent anmnae. " Paragraph _L2_staten _ _ D 2Mfo. g PROJECT FIE LD E h R DATE "fackagtpg._cuppligd_for_Dhipping vill _not be adegunttpro_tes_tJon_f_or_lonn term ENGINEE DATE storage." c, j //-Z 7(, Contrary to the above, Auxiliary Building Crane components were stored outside '[ "'" " " AuTuons zE u susrEETon oATE without-Trrotection from the venther. nnd water entered the Main nnd Auriliary
- 17. Reposted Date
- 18. Validated B
[ Dat
- 25. Desposation Results
}
- 21. Routing ' '
AF.b-As *f k ~~0
- b
// + QC 0 erfLo"ENGINEE R8NG Q TO OTHERS (srEdeFY8 / 22. Field Engineering [hposition Or'<'a =acia==a'aa asco===aoco a'srosiviaa Ta eaaeacT =aasa==aias The initial storage provisions of F-1-320 Rev. O, meets the requirements of the above referenced vendor procedure. Water entered the control cabinet ~ prior to the completior of the F-1 provisions. Correct nonconforming condition as follows: Drain moisture from 4 binet and complete provisions of F-1-320. ? n Y l h u, V!7A Y d Y b 4 & e-N 't 7-M ' 23. Project Engineesing Disp'osedan I
- 26. OC Acceptance OC ENGINEER DATE AUTHOR 8xED ONSrECTOM o^TE O.-.,
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r .e_,- R.s =_ h h,,,,,,,,L u,,,,,,,,,,,,k a,,, m_ _A A ~ ' 4 NONCONFORMANCE REPORT i 1. Protect Name Job No. 13. 20. " L*' A Midland 7220 2. Unit (s) 3. Drawing /Part No. Ree 4. Item Descript.on 5. Item Location Units _1_&.2 __ _Sce_310ck_16 ASUS_IIIs Code II & III Studs & Nuts Whse 81 QC Hold Area 6. P.o. C: 5,. ta,. 7. Se:St No. 8. Heplacement Part S. Source
- 10. Contractor /Suppseer I
"*v Vendo ITLGrinnell_.f__ Texas Bolt Company 7220-M_lOIA__Sec_ Block _16
- 11. Inspection Criteria
.. no. R-1.00-353
- . asuc Aurnoaizzo
... s E,cn .1,.cu E. is. Dacoee,ed Dormg
- 15. c.,.ip r shed er dls"*""g'o" Ov==
Q" @rc:a Occasr O resi Oc's av Gras Or'o M poi nov 7 Oo.o gsecc Dovna. no.
- 16. Nonconforming Condition:
- 24. Despos teon Concuseence newonn nEsscv n e ras se usa as as nystems_shall be_ fabricated in accordance_with_the_Ruclear_1her Plant _Ccuponents___ _ W- - ilfe.m i Code _and_these_specificationa_for_the_Huclear_I1 ping _ Classification _.shown_on_the_ _
fo 12 -71 eH oJ E NGf H s g et ATE Plping cla in ' meet." contrary _to the_above,_the_followinc listed _ studs _and_ hex C T ENGa*gEg R DATE nuta_ vere _deliverna in the_jobsite_ana an not conform _to_the_ piping class _ sheets __ _. v.ve i(C ,0 @_JL act const scanEE (Dar M_f aL nov oL i A ez s u susescrose OA E cnn't m p D
- 25. Dnpossteen Results t
17 se By Date 1 Validated b ' ate $1g_ f }7N1/W /~ Mb2/76 6. t a l 2. nooiing El vo recto raciascaina 0 % oT acWs isratir vs ~' 22. [g ra.u Eng.a.oring Disposiiion O riua = a s'a s t a"'a a r ca"" < "a' a a' 5"o'" 'a" 'a ra a c' ' aa'"<
- a'"a t
1. Return referenced studs and nuts te vendor and obtain correct material and I documentation. f 2. Material Supervisor to obtain correct docume.ntation from the vendor. (ITT Grinnell ) Wfek GM1& s'.RR ,0 n m, COM e G M L 'a-zz.-76 23. Project Engineesing Disposition I
- 26. oC Acceptance QC ENGINEER oATE AuTuoRIzED eMsrECToR DATE t
4
NONCONFORMANCE REPORT (CONT'D) ... 1._o rf.__ 563 ....c.. n1 nrie 16_ continued Tevna lolt_ Order Ttem Part Tvpe Dunntity 101610-B 61371 MP_7010-5 1 -1/B"z6_7/8" 16 All thread studs _with +vo Heavy _IIexJints__. This_ order _vas_delivsred_and_referanged_as_ECB_A_GCE __DA193_ Grade _B7_all__ threads;Ltuds_with_twn_EA19f t _ Grade _211JIeavy_IIcx_ Nuts. Tt in indeterminate _which_ classification in applicable _ECDJr_GCH_and ncither__confoms_With_the._. type of studs _or_ nuts _ supplied __FCD_raquires AS!E_BAr S3,_Gr660 stud _s_&_AsMajlAlj_t,_cr6 nuts - i _GCD_ requires _ASMS_S_A1_93, or n6 studs & ASfE SA19fs, od> nuts. i t P.__ASIE_Section_III,_1971-Sumer 1973 Addenda,_raraJTB_2130_ states _in_part: "TheJ4aterini n >hnufacturer'n _ Cer tifi ed _ Eat erial_Te s t_Repor t_ fo rJna t e rials _ design ated_inJfD-212MA }_nnd_Weldi na_ a nd _hrazing _m te rials _.s ha l l _ include _c ertified_ report s_ of_the_ac tuaLresult a_of_all_ required _chemicaLanalysis,_' mechanical _tes ts,__examinationa... ". _ASIE_Section_II,_1971-Summer _1973_ Addenda _SA193,_Tara 35_ states _in_ pari _ "A_ symbol _for_ identification _of j _ material _.and the manufacturer's identification mark shall be stamped on the top of the head of bolts and screws, .and_on_ one_cnd_of_s tuds..and_ stud _ bolts..._". I The_following_s tud s_ supplied _by_Texa s__ Bolt _9n._0tde t_103261-A_we re_11 s t eL a s _patt_MP-7020,. _ item _61hhd. l The_ Certified Nill TestLheport_for__this_ item _(12_ studs _7/8"X9-5/8" AS!E_EA193,_ Grade _D7.)_ indicates _the_ heat __ _ traceable _ marking _as_EC60.mContrary__to_the_abbye,_thescatuds_wcre_ furnished _vith._ traceable _ markings of P710 _thus_ making _the_s_tatus of these__ studs _indete_mi_nate. r f ronconformanc e_no t eLduring_receip t_in spec tion. "O" number..ia_ indeterminate.___Ilold_pending_ final disposition. d _ hold _ tag (s_Lapplied, os...c... ' _ o n..., =~ r[n[C.,[' 2 roas " Gold.n.ed Copy - OC G( C#a C9
6 c. n.t Jo 4./l 80- Ic 'k W~.~}b "]" D l cb. !/ NONCONFORi.1Af9CE HEFORT
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vi su. ' ' ' - - ~ l is. 2o. h11dla nd 7220 '. a. -t.' _ _. :.w._ l as .I._ 2. Unittsi 0. D'w. r :l ;;;;td. Hew , 4. Itent Dur.pt .n ...--r-------~ - - -.tra Location- - - - - - - - - - - - - - - - Is - - - - - b. A u:: "ldr 72 20 - C - 7. 59 4 f Re.ii3 orcing Steel n o.. __._ __ L._ __ _...u c t i o n.._..........j. c.n:. -i..e. w__ ,, ?.ux 131_dg _ _ _ _ _ _ _ + , ! a r. c. . o. c.,., .1 7 n i ::...
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~ it/ 74 )~ i NONCONFORMANCE REPORT 19. 20. 1. Project Name Job No. No. 56 5 p.,,1., 3 Midland 7220 8 i 2. Unittsj 3. orawing/pnMx36. Dew 4. Item oescription
- 5. Item Location Aux 8}dg ll Cornmon 7220-C-274 4
Reinforcing Steel 61480" @ 5.3 & 7.8 l (. P.o. or Spec No. F. Serial No. 8. Heplacement Part
- 9. Source
- 10. Contractor /Supplie,
,g, N o. Construction N/A N/A N/A riN _N/A = Ev
- 11. Inspection Criteria N/A 1 a.
AsME auTNOnizEo 93. snEiCN AYYACHEo
- 14. oise ee,ed ou,iag
- 15. Equip Fuenished By Qowa O srEc DoTHea NO. -C3-C-U4 -
O 'v E s"'* "FNO N* OaEC:G 3CONsT O TEST OCL ENT ErNG OrLo i
- 24. oisposition concou-o Is. Nonconinnnens conei..n: Attached sketches showing dowels at 5.3 line and " Ilk" line, and 7.8 line and " Ilk" line are as-built conditions which do not conform to section E of d ra' wing 7220-C-274. Rev. 4.
__DATE PHOJE CT FIE LD ENGINE ER O List #1.203 PHOJECT ENGINEEpt DATE 9_., QC IIold Tags applied. ll PROJECT CONSTR QC E NGINEE R DATE AUTHOR 9Z E D BN5PEC TOR DATE W ~ N 1W y %f / 'O ' ~)b Q "Y O ")i d E H 5 85P E CIF'V) '21. Houting TO F8 ELD EN GIN EE RING 22. OField Eng.neering oesposition E.lFtELD ENGONE ERING RECOMMe.NDE D DG EPO58T 0'ON TO PHOJE C T ENG4NE E RING Project Engineering to evaluate _ and resolve. ,f MCk //*/0 ' $6 A* N' ]b d} . /.d. i 23. Project Engineering oispos. tion I
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- p Jols No.
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- 9. Source * * - ' y.6
- 10. Contractor /Suppher, { '.y 1
- ,,, /A Construction
- 11. Inspection Criteria C-l. ZZ-l~/
- 14. Discovered During
- 15. Equip Furnished By O 'v"E s'* PiVa'o" U *
- 24. Disposition Concurrence
- (continued on page 2)
- 17. Reported By Date 181 Vali< ated By y
- 25. Disposition Results F. Kmn.4.']%f nw%
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- 21. Routing TO FIELD ENGINEERING
- 23. Project Engineering Disposition i
- 26. OC Acceptance jd3 / '..t r
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- 9. Source
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- 15. Equip Furnished Dr
- 16. Nonconforming Condition:
- 24. Disposition Concurrence l*
- 17. Reported By Date
- 18. Valida e. By Date
- 25. Disposition Flesults D$O O Tt";
- 21. Routing To r: ELD ENGINEER 8NG Q,TO OTHERS (SPECBrYl
- 22.
- 26. OC Acceptance CC ENGINEER s.
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- 13. Contractor / Supplier C-233, App. A E-2 & PRE 48 ria _fi/A. new Construction N/A n o.
- 11. Inspection Criterla e 2.
- 14. Descovered During
- 15. Equip Furn shed By
- 16. Nonconforming ConditioFCR C-516 gave approval to notch the vertical shear tabs on the'
- 24. oisposiiion conc.,,ene.
- 22. QField Engineering Dispnsition Oris'n zaosaceasas asco===noco oiscoserson to caosect raciaresisaa The vertical shear tabs on the 5 embeds mentioned in Item #1 will be cut off and re-worked in accordance with GWS-Structural Section 5.5 of Spec. G-27. Bechtel's Project Engineering approved General Welding Standards. The embeds will be reworked to conform with the esign as shown on the applicable,Be,htel drawings /220-C-658 &
- 26. OC Acceptance QC ENGINEER oArE J
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- 10. Contractos/ Supplier 7220-li_106A_ _See_ Mock _16. "'" - ""
- 11. Insswction Criteria eH NO'.QCO T't2 t a.
- 14. Descovered Dusing
- 15. Equip Furnished By r.f-pop nov 5 gy".?..""o"N O D '"
- 16. Nonconforerung Condia.on:
- 24. Disposition Concurrence 1
- 18. Vahda m Date
- 25. Desposetion Results hN V N /$
- 21. Housing Q TO reELu ENGINELHtHG Q TO D3 HENS ISPE'CBF Y)
- 26. oC Acceptance QC ENG8HEER DATE AUTHOR 8 ZED 8NSPECTON D*
- ~-4-"*~
- 9. Souece
- 10. Contractae/Suppa.w d
- 15. Equie Furnished or i
- 16. Nonconforming Condition:
- 25. Desposatien Resa las 18.h 4 % % 5 -
- 21. Routing Q To recto EnceNErnaus O'vo ovetas is*=:'rvi
- 26. oC Acceptance QC ENGINEEN oATE AUTHOR 82Ea BNsPECToM o^
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- 6. P:0-Or Spec No.
- 9. Sourc.
- 10. Contractor / Supplier
- 11. Inspection Criteria
- 14. Desco. red During
- 15. Eg Furnished By "f"
- 24. Disposition concurrence M
- 34 (0/20/76), and #35 (9/9/76) included both water and ice. No QC Hold Tags were applied.
- ^'"
- 17. Reported By,
- 25. Despasstion Results A. A -b gd 3 jQG
- 21. Routing To r88Lu RMoenss'nens O o oTusseg gsrucervp
- 22. OField Engineering DNposition Or'='o =as'a==aiaa acco==cao== o'srot'Taoa To rao'ecT <aa'a==aiaa
- 26. OC Acceptance s
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- 7. Serial No.
- 9. Source..'
- 10. Contractor / Supplier f
- 11. Inspection Criteria 32.
- 15. Egnp Furnidied By
- 16. Nonconforming Condition:
- 24. D'spositiose Concastence i
- 17. Reported By-Date 8 Validated By Date
- 25. Desposition Results
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- 21. Routing TO F8 ELD ENGINLERING
- 23. Project Engsneering Desposation i
- 26. OC Acceptance
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- 1., Project Name
- 20.,
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- 14. Descovered Ouring
- 15. Esquip Furnished,By en no'
- 16. Nonconforming Condition:
- 24. Desposition Concurrence Specification C-211, clause 5.6.2 states in part that: nMaterial P
- 18.. Validated By Date
- 25. Desposition Results r
- 21. Routing
- 22. OField Engineering Despontson Or*='o r aa'a = = a'aa a =co== = a o= a o' 5eo5"*oa 'To eaoJa cT = aa'a= = a'aa l.'
- 23. Project Engineering Desposition
- 26. OC Acceptance s.
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- 10. Contractor /Supps ee
- 14. Descovereo Durivag
- 15. Equip furneshed uy
- 16. Nonconforming Canaision:
- n. aer.nea u<
- 21. nousing g sa riE'a Eac aEue aa O YgMi'EansrECaryV
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- 23. Prosect Engineesing Dnpoveica I.
- 26. OC Accer.tance GC ENG0NEEN DATE r
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- 1. W t Name Juti No.
- 19..
- 5. Item 8.ocation Aug. Bldg.
- 7. Serial No.
- 9. Source,
- 10. Contractor /Suppher
- 14. Discovered During
- 15. Equip Furnished By
- 16. Nonconforming Condition:
- 24. Disposition Concurrence
- 17. Reported By Date i?
- 25. Disposition Results
- 21. Routing Q O FIELD ENGINEEH8NG Q Ep OTHERS,(SPECBFV)
- l I
- 22. OField Engineering Disposition Or'='a ="c'a = ="'a* "=co ua ca oc o o's'o$'noa 'a raa'=c t s aa'a = =a'a a
- 23. Project Engineering Disposition t-(,_
- 26. OC Acceptance e
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- 4., item Description p.,
- 5. Itsen Location Aug, Bldg.
- 9. Source
- 10. Contractor /Suppain 4 El. 621'-9" to 629'-6" H/A N/A N/AnEv r/n n o.
- 11. Inspection ".riteria ATTACHED lO
- 14. Descovered During
- 15. Equip Furnished By 72240-231 O 'v"E s'" * "8Yo" Oves l,
- 24. Disposition Concurrence Spec. 7220-C-231e Rev.11, Paragraph 13.2.4 states that during I
- 17. Reported By Date
- 25. Desposition Results kuM i-er er
- l A t J
- 21. Routias 0,To rs s'o ra a'a== a'aa O go,ovaras isrEcirvi.
- 23. Project Engineeseng Desposision
- 26. OC Acceptance QC ENGINEER DATE z
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- 5.
- 20. <
- 7. Serial No.
- 9. Sout a
- 10. Contractor / Supplier 7220 E-Pl Ihe T4rv=1t 1k F/N REV
- gefmpt, II. Inspection Criteria
- 14. Descodred During
- 15. Equip Furnished Dy Dowa R5e<c QoTaca ao. W"
- M
- 16. Nonconforming Condation:
- 24. Disposition Concurrence l'.
- 17. Eleported By Date
- 18. Valutated By Date l 'Y.' I f
- 25. Desposition Results
- 21. Routing p* TO FIELD ENGINEERaNG O TO 1,ltEN5 lSPECIFY) [
- 22. OField Engineering Disposition Or'<'o saa'atza'au acco==<aozo o'seosoa To eao'=cT caa'a== a'aa I
- 23. Prosect Engineering Desposation i
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- 2) Return pipe snool 0118C-51-5616-8-2 for code data name plate correction. %g4g. on h d[ N
- St# W 3)_._11se_a s is - (_Tn Project _Eng.incering_.for__resolutio All0"e A n bf - W T N ~33' 'h' g e
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- 35. o.5Pos.T.oM CONCUR NE MCE 9 ITEM loc A T eoM cf //1M&lds
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- 3. runcu.s anoa= 16 6-2 N/A
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- 28. 8) oE.0GN CH ANGE REau.NEo O o 8 si I
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- 2. L. Castleberry July 21, 1576 5 Ant Job 7220 Midland Project From J. F. ~;!cucen P. O. 7220-M-1C4A Venturi Installation or Construction 303E-856 comio I1dland,11chican y
- W
- u. p..W7 Noir. r No.
- v. eno,aer No.
- ?3 a
- u....
- e. eu.c
- 3.. F. ELD p.SPoS..oM R E SuL Ss l
- n. L. Cn=tleber.~,r 0*
- pool is preventing cc pletion of pipe erection. Uoncon-forma.nce reporte ( /A39, 951 and 9,67) here been acncrated ccainst the threc (3) venturi spools r:ceived et cite beecuse of their incomplete condition.
- i a
- 9. Source Unit fl Donelig 7220-c-50A
- 10. Contsactor/ Supplier
- 11. Inspection Criteria
- /" R/JL aEv aa U,fa Southern Ibiler & Tank vendo-Wrks,__ Memphis
- 14. 0.scovered durme
- 15. Equip Furnished By
- 16. Nonconforming Condition:
- 24. Disposeteen Concurrence shows the IIAD and IIAB sub-assys should be stamped with IIT No. 81989 slab 17 on one Nswond I
- 18. Vattde 99 Date 7-u-m s/d%Atn A,f+,-i & L
- 25. Desposition Results
- 21. Routang
- 22. QField Engineering Dispositions v
- 4
- a. oM A W.NG/P A R T Mo.
- 7. P os.C T No
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- r. e.<'a o.s os v.oa as su'v=-
- 2.. NG.N.. R.NG o.5Po 5.T.o M 3 5.. NG. 6..
- i. o '
- p. O. 7220-M-104A Venturi Installstion c,
- idland, Michic:n y
- pool in preventing completion of pipe erection. I'oncon-formr.nce report: ( #439, #451 and A67) have been ccncrated against tha three (3) venturi spcol ree:::*acd at ciec because of their incomplete condition.
- Bechtel PowerCorporation R. L. Oastleberry Venturi Inctal.lation July 21,1975 Page 2 You" it=ediate n?tention to these request
- will be appreciated.
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- 1. SUPPLIER CONTACTS NAMFi TITI.E RECENED Mr. H. Strom Quality Centrol I!anager DATE Mr. J. Ecics Production / Inventory Control Manager
- 2. 3TATUS OF SUPPLIER CRAWINGS.PHOCEDURES, AND DATASHEETS THAT RECUIRE BECHTEL ENGINEERING APPROVAL USED DURING THIS REPORT PERIOD DrmrinCs used approved action 1/ 2 / 3 (Action 3 not released for shipment)
- 3. MATERI AL RELE ASED FOR SHIPMENT DURING THIS REPORT PERIOD (59) - Pipo hanger & supporb assenblies.
- 4. STATUS OF PREVIOUSLY REPORTED UNCORRECTED NONCONFORMANCES (a) Approved painting procedure for CZ #11 not availabic--Registers E-IE-009,-038, et.al.
- 5. cESCRIPTION OF UNCC tRECTED NONCCNFORMANCES DISCOVERED DURING THIS REPORT PERICD
- 6. DRAWING 3 AND OPECIFICATIONS USED FOR INSPECTION PURPOOES p1NNtNG NO.
- 7.
- I
- i REPORT NO.
- __vith the Ecchtel Print Control Register dicerepancios ucro noted regarding drawing rovinion end/or apnroval statu::. Theco chon rettisters will not be released for shipment until_ catisfactory rer_nlutien has been roccived from Ecchtel and Providence Engineeringy Final incpection was performed on vendor chop register E-I2-240 concisting of traceable stainless steel welding lugs for hanger 10"-2FCB-19-ES. During ree ew of drawing
- ^^
- g A T m 40.
- E I
- 20..
- 2. Unitis) 3.J Druing/o... n'a C-201 Rev.8 Rev 4.
- 10. Contractor / Supplier
- 6. P.O. n-E - *'-
- 7. Serial No.
- 9. Source 3upplier g, 7PPO-F-1!139 N/A hMmerig ugudggg
- 11. Inspections Criteria iR DowG GsPEC DoTHER No.
- 24. Disposition Concurrence 11 Nonconforming Condition:
- 25. Desposition Results g'N/
- 17. Re
- 21. Muting F# ELD ENGINEERING RECOMMENDED DISPOE9 EBON 1G PROJECT ENGINEERING
- 22. @ 4 % E D W HField Engineering Disposition YEC J JPPC Use as is.
- 23. Project Engineesing Disposition requirements of paranrap_h 6.4 of Specification 7220-C-233 are applicabic
- 'q(j\\
- 5. Itene Location Aux Bldg **
- 10. Contractor /Suppher
- 11. Inspection Criterie
- 16. Nonconforming condition:
- 24. Disposition Concurrence et E WO S4 K
- 18. V eted Dy Date 2s. Disposition Results 8-4 76 rQ{' sed}/_
- 21. Houting TO FIELD ENGIN EE RIN G Q
- 23. Project Engineering Disposition Engineering has evaluated "as built" condition and has found that the rebar provided
- 4CTie i
- $ W'N I
- )
- o
- 7. PRoJE C T No.
- 25. o.sPoSIT.oN CoNCUM ME NCE 7220-M409 l2 7220
- h"g",y" 2du'j c a "*
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- v $"" a*
- ,,.g'f-(f f3 ~J6 i
- a. 7 r,Do.Np.hh.gN et.N Ho.
- e. coNr.cro.itocar..
- RICHMOND ENGINEERING CO., RICHMOND, VA.
- naou,
- 23. IS oESIG N CN.HG E M E Qu.R E.
- 6. P.o. or g 7.
- 9. SourcoVendor &
- 10. contractonsuppieer 7220- F-144 39 N/A
- 11. Inspection Critwia p _1_ O O _ )P 31 sa. AsuE AuTHoRe2ED 43.
- 14. Discovered During
- 15. Equip Furnished Dy en no, i
- 16. Nonconforming Condition:
- 24. Desposition Concurrence l
- 7. Paragraph _.6d_ states: "Pic.ces_shall_he_marle1Lan_the drawing _with_the_cattne-bbt
- 25. Disposition Results 17.
- 21. Routing
- 22. Oriend En ine.ving oisposition B ro = a a'a = = a'"a a = co"" = " or o o' 5"o s"'o" To ea o c' ""a t = a' a a C 6 x 10 5 # fabricated er detail 2 C 201 Rev. 8,3/4" x 5" plate fabricated per detail on DCN 4 of Op :W^ W & - C-2Ol Reve 8.
- 23. Project Engineering DiVesition V
- m
- = = ~ ~ -
- ' " * ~ ~ * *
- 3 3
- i. E o
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- 9. Source
- 10. Contractor / Supplier 7220-C-231 N/A pin Nll. REv N1.A No..N/A._.
- 11. Inspection Criteria G-1.40-Z1 s z.
- 14. Discovered During
- 15. Ec ain Furnished By sR NO'2 20- C - 2 31 O'Yl.""
- 13. Nonconforming Condit'.on:
- 24. oisposiiion concunence Specification 7220-C-231, Rev.11, Para.14. 0, states in part:
- 21. Routinf '
- .. C o
- 4. sien, oese,6p,i*" 6"xlO.58 channel embeds &
- 10. contracio,/Suppher 6.
- 7. Serial No.
- 11. Inspection Criterla R-1.00 2! 6 4
- 14. oisco,e,ed ou,ing is. Equi,rornished ay eR NO.
- S'O Ova
- 16. Nonconforming Condition:
- 25. Disposition Results
- 17. Reported Date
- 21. Routing TO FIELD ENGINEENING QT OINER5 lSPECIFYl 22.
- 23. Project Engineering Disposition
- 9. Source
- 10. ConIractor/ Supplier
- / a arv n o.
- 11. Inspection Criteria no, H-1.UU-250 t z.
- 14. Discovered During
- 15. Equip Furnished By Dowa psarc Oorn=a M-2W _ Rev.
- Darc o Occasr O ves2 O c cia = T E sa n O r'a no.
- 24. Disposition Concurrence u swO n ed nerasR use As as lists required shall contain the name and number of every part for the equipment and,. g g eEsrcT its auxiliaries including drawings in sufficient detail to locate and identify each d
- 25. Disposition Results 1$7.t5z'tld3 '?? w l^ Mtr
- 23. Routing TO F9 ELD ENG8HEERING h
- 22. @ Field Engineering Disposition O r'='a = a o'a = = a'a a a sco=a r n os o o' 5"osfr'o" T o eao'=cT =aa'a = = a'"a 1'W
- _apre, Route this NCR to the Procurement supervisor. The Procurement supervisor is to obtain /ur$oef,v3 sJf yjf,j/ I,-
- 3.,
- 9. Source
- 10. Contractor /Suppteer C-208, Rev. 7 N]_A pin ElA REv H O.
- 11. Inspection Criteria s 2.
- 14. Descovered During
- 15. E Eus nished Dy
- 18. Nonconforming condition:
- G CLYfy/
- 21. nouting O FIER D ENGINEErttNG OY r dEHS lSPE CIFY)
- 22. OField Engineering Disphsition 0F8 ELD ENGSNEERING RECOMMENDE D OISPOSITION TO PHOJECT ENGIN JERING a
- 23. Project Engineering Disposition (con't on page 2.)
- 998 and #999 exceed specification requirements of 3,000 psi at 28 days.
- )
- c. c p o e
- 1. Project Name Job No.
- 9. Source
- 10. Contractor /Suppher N/A Ev Vendor YUBA HEAT TRANSFER CORP.
- 11. Inspection criterie
- 34. oisco,e,ed ou,ing 15 cauip Furnished av O owa s.,Ec coruE. no.7220-M-51 s 'y"E,* " "o"'o "
- 13. Nonconforming Ce' Faion: Spec. 7220 M-51-Rev 5, paragraph $.1 staten in part "The interior
- 24. Disposition concunence surfaces of shell, nozzles, channels, and tubes shall be thoroughly cleaned, of all "Q* ]
- 18. Validated By 4-Date
- 25. Disposition nesults Y '"*3/" ?
- 0?Y
- 1-27-To operation.
- 23. Project Engineering Dispnsition j
- 6. P.o. e r 4 :: **:.
- 9. Seurce
- 10. Contractor / Supplier gg, M-106AC See Block 16 P/a nEv n o.
- 11. Inspection Criteria
- 14. Descovered During
- 15. Equip Fursushed By 5
- 16. Nonconforming Condition:
- 24. Disposition Concusrence HEWORM REJECT REPA USE AS IS smaller in diameter shall bo_ftirninhad__in mill lengths._(_approximately_20__f h )
- 25. Disposition Results 17.
- 21. Routing Q To r0ELO EN GINEErtBNG
- 4 h+h 4%
- ON LR
- 9. Source
- 10. Contractor / Supplier l
- 11. Inspection Criteria N[A
- 14. Descovered During 15 Equip rurnished Uy C-256. Rev. 2 O 'v"E s E)No gowG ()srEc Om mea No.
- 16. Nonconforming Condition: Note #6 states, The clear cover for rebar -
- 25. Desposition Results m
- 9. Source
- 10. Contracto./suppt er C-39 See Block 16 ria N/A Supplier Inland Ryerson Company nrv N o.
- 16. Nonconforming Condition:
- 17. Repo ted B Date q
- 25. Drsposition Results Y A
- ^ N bW 21.
- 23. Project Engineering Disposition l
- !44s
- 1. T Y PE O F AU O4T/SUR V CI 63.A N CE 3.
- 8. REQUsREMENTS
- 90. R ECOMMENDE D ACT tONIS l.
- 93. CORR ECTIV E ACTION T A MEN e
- 16. COH R ECTt V E ACTION I
- G1001659 01
- e. PROJ E CTio E P A R T M E N Ti$u PPsa E R
- a. T v PE OF Au osTi$u R v E, ILLA NCE Orr:CE 3.
- 4. CONTROLL8MG OOCuM E PsT. SECTION. P A R AG R A PM. ETC.
- 8. REOVINEMEMYS Control of Purchased Materials, Equipment and Services:
- 37. VERSF4C ATION ACT40NS S V Q AE e
- 2. T Y PE OF AU DIT/5URVEILLA NCE OFFICE C Midland QA Management riEco Q FG-8
- 7. DISCUSSED wet M
- 4. AUDITOR S. D ATE OF FINOSMG John Ruud 9/16/76-G. Richardson J. Connolly
- 6. CONTROLLs No DOCU M E NT. S ECTIO N. P A R AG R A PN. CTC.
- 10. R ECOMM ENDED ACTaONsg
- 1) Investigate QC Records to ascertain to what extent the problem exists and initiate a " deficiency" report en non-conformin;; completed work.
- 2) Implement a procedure'to assure compliance to specification 7220-C-230, Rev.
- and NQAM (example: F611ow-up testing at the point of placement on the first J
- 82. R k 5PONSe es LIT Y FO R CO R R E CTIV E ACTION 11/15/76 P.S.
- 13. CORRECTIVE ACYtON T AM EN e
- 16. COMR ECTIV E ACTsON l
- 57. V ERIPIC ATION ACTIONS SV Q AE e
- 19. OsSTRsSurtON s
- 3. a f. 3.
- r. CT ios. e A n Aunu es. c T c.
- e. acau.nr.;uTs "The second par,c identifies supervisory or ! cad personnel. holdin;; pl:;ntutte positions.....".
- 13. Co w w kG^r ev k ACT17 N T A M E N Amendnent to SQAM, Appendix I initiated 10/7/76 to reference to the current site personnel.
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- .:. > ' OCT 13 D/6
- . sum
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- . 4 1
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- SF/ PSP #13 Rev. O FIP G-4 paragraph 3.1 states:
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- 6
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- port the as-1 roccived instrument readings prior to cc.*ibration adjust-ment."
- (
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- T..A N/
- 8
- Calibration 1.aboratory
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- port the as-received instrument readings prior to ce2ibration adjust-ment."
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- 2. Courtney
- o. N. Faricy RT & PT C. G. B'aiN OCT 13 ;976 CECHTh. Fu /,< s C.lP.
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- c. couT n ot.u na cocum u r. sw ion. A n Ao u na. c.T c.
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- s. u a T r a r,... a
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- e... c o v i.. c i c = T s f
- 1) Remove o::ide for. stion using propi.: t c.o ls / c.quipt.::.::.
- 12. ar E[ POT:.I t ot T Y r Q.# C f,, r( N E C1 t y g a C 3 0 %
- 33. CONNECT av E AGT 4G N TAM 6N
- 1) on 9/28/76 0: cide foruation vr.3 removed adjacent t ; F.'1. 37 Decay licat nezoval Syster. CCn usinit a stair.le:s steel wire brush and cicaning curf ace with acctenc per GWS-3N Section 5.1
- 2) On 10-5-D indoctrin..ted supc visica and craf t, personnel on the recuire=cata of GWS-S:: 5cctica 5.1.
- k..
- 1) Visually exarc.ined R!-37 shcun <.n decwing.4-610, sheet 5 f:r oxide forrration reir. oval.
- 2) Reviewed training files and verified tnat training session BT-3? covured Specification '
- l. CAD IDEtt r. f40.
- 4. ISSUE DATE i
- 2. l'Olt4T OF ORIGiti O FIELD QAO PREPARED UY:
- 6. YlORK PLAtt OATE
- 7. CHEcr..13T ITEta U. WHERE FOU JO U. OlSCUSSED yllTH lt/A
- 10. cot 4TRCLLit.G COCUt.1Et4T. SEC 10l;. ?AliACR APH. ETC.
- 11. CUOTATIOf.
- 13. IIECOf.'t. Et:DEO COf;i;ECTIVE..cTIO 4
- 1) Obtain dist:csitien of '. ":MG and evaluct<: the e f f.:c ' c # 'he ::nauthori: ed corairs already ccccmnlished. 2) i'et.:r:iina tha cicev: stances v dcr.hich the enantha. ized renairo were initiated and instrut t..plTop ri a tt' pccuo. incl, inc i t. ding St.; crvis ion, cl'.th.:
- ,. I;LSi'0?!SIG;l.ii Y F0n CWIREC TIVE AC f 0?J i
- 10. COnRECTIVE ACTIOt; T * ':
- 20. D AT E
- 4. Issue DArE t 10-8-76 i
- 2. PO!!! r OF CRIGitt D FIELD
- 5. GAD PREPARED BY:
- 6. WORK PLAtt DATE
- 7. CHECKLIST ITtta
- c. WHERE FOut;O
- 3. OlsCU sEO WITH H. Foster
- 11. QUOTATIOf; Para. 7.3.1 states in cart:
- 12. DisCREPAt;CY DEsCRIPTIOt1 l
- l a ang, ghen stockoiles. This location of t.ists has not Men desie sted and is the lasst desiranle of all samolina locations. (Ref. ACI SP-2 nines 66-60 In-addition there is no assurance the sarnple recrescnts' the traterials batched for the 2500 cu. yo. period.
- 13. R ECOt. MCf 050 COllitECTIVE ACTION
- 1.
- 14. sCatLOllLLO Ca?.PLLI:Ot1 L. iitss'Or.'s; dill'l Y rOli COllitEC rive AC IiON D A T E 11 76,, ! "p'1 j;. $':
- 10. CORRCCTIVE ACJ,iO!!TAKEN i
- 17. D AT E cot.u'LC T ED 1:1. SUot.':TT CO ltY tits?O.';stil:.E AU TitOf tl i Y
- 5. OAC PREPARED BY:
- 6. W0r.K PLA:.' DATE l i. C H E C;....:T 1 T 27.1 C. ' l ~. n
- 11. QUOTAT Of4
- 13. HCCC a?.13::D F' CCH.3 CTIV.
- 1) C1termin: q ch ir. tine,
- 14. SCH E DU L:.a. O?.' 't i. 4 07:
- 10. CounECTLVE ACi:C': T.v '
- 17. D ATE CGt.ti'Lt. / E 0 l 13 111.;. 'i1 L O liY M:'C?;M.i.t Ata THC n.:. Y s
- /?
- 10. C0iiiLOLLi!;G CUCd:lE;ii, SECliU:;. i%1titGRAPH, ETC.
- 11. QUOTATIG:;
- ri+h I'ST:' "-1 : J_y> Hz. m ts tar's representative once enr A" wqn,_i c a te ial it b :.ingg..livnr o. m
- 12. DISCREPA :CY DiSCRIPTIO:;
- 2) Develoco cocq.iate syttc:a to pecciupe n:r.:e. ial net 'acina t:stec.
- 16. CORRECT!vE ACiw:,1 A!:L.i
- 19. CCi'.:n.CT:it Aul0:1 YLRil
- 1. '.'ROJECT/O EPT./ CON T R AC i vu
- . FulNT OF OGLGIN H Fttu)
- 5. CAO PREPARED BY:
- 0. O!5CU0sE0 WITH M/A N/A Piping Lcydown Area John Miller to. CONT AOLLING CCCUMENT. : :.cTION. PARAGR Ai H. ETC.
- 11. CUOTAT:0N 7?'70-M?01 nm craDh _6.6,0 s ta tes :
- 12. DISCREPANCY DESCalPTiCN phn cannie nh w evna i @ nins 13y%n.w.u havn 5ecac,2,_;gs ty 6 gat; n grop en
- 13. HEC 0f.P.idADED COnRLCTaviAcT40N l.
- 14. sedUTtNNONdTor)
- 16. CORRECTIVE ACTION TAKrt.
- 17. DATE COMPLETED !
- 19. cosyEcJ)VE AC'llCN VElm ' : a v OAE f f f W & f /
- ~~~lks i v. P... i L
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- 3. O Au iuid:1. tio7 g,
- 4. Issuc OArE
- 2. POIN I OF ORIGl:1
- 5. CAO PREPARED BY:
- 7. CHECKLIST ITEM
- 0. ViHCnE TOU ;O U OlSOUsSED VilTH R. Ochres N/A ff/A Corbination Chen y_ o li*n n
- 10. CONTROLLING COCU.iENT, sECiiCN. PARAGRAPl!, ETC.
- 11. CUOTATION BQAM Para. 2442 lists the Field Enoineer's rer.consibilities.
- 13. RECOMMENOEO COI.i1ECTiVE ACTlQN 1)
- 14. SCHE QQL pp'.'r'LL T10N
- 15. H C'Se'0NSIGillTY FOri CORR EC TIVC ACTION DgTF 1 )
- NOV l ? snm.
- % D, afg."' %%Cg n}T Y
- 16. cOnaECTIVE /sCTION GE. FIED oY CA;;Q[/' e ' 1 l20.DATE l
- 3. QAD IDEn t". NO.
- CUALITY ASSURANCE DISCREPANCY REPORT
- 4. is3UE DATE 9/24/76 PROJECT /D EPT./ CON T R AC TOR
- 2. POINT OF ORIGiff
- 5. OAO PHEPARED BY:
- Midland Units 1 & 2 Job 7220 O OFFICE B. T. Stojkov G, WORK PLAfd DATE
- 7. CHECKllsT ITEM
- 0. WHERE FOUNO U. Discussed WITH R. Behres N/A N/A corhination Shnn v puli+n lo. CONTROLLING OOCUMENT, sECTION, PAHAGRAPil, ElC BOAti-ASliE III, Rev. 2, Para. 2442 / SF/ psp G-3.2, Rev.1, Para 3.2 5
- 11. QUOTATION 80AM Para. 2442 lists the Field Engineer's responsibilities. Number' 3' s ta tes :
- 13. RECOMMENDED CORRECTIVE ACTION
- 14. sCilE L
- 15. HEsPONstDiLITY FOR CORRECTIVE ACTION (OVER) =
- 17. OATC COMPLETED 111. bOBMITTED HY IMPON';M*tF. NASGG-pMe G'O T o.4. %2 DC DMUW-wInMG
- 19. COHilttilVE ACTION VLillFIED BY OA..
- ontinued block 12:
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- 7. CH:.C.-;L;57 6 iE?.;
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- 11. QUOTAT;CN Pa ra. 7.0 s a tts it... ::
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- 16. Corrective Action Tahen
- 1) Incorrect veldin; cppeared to be due to supervision, TG and
- 2) Cor.cctive netion taken to prevent recurrence included:
- 1) Revise the NCR's by appropriate means.
- 2) Instruct cognizant personnel in preper use of " Repair" and "Rcwork".
- 1) Develop and implement a training procedure. Procedure is to document type of training to be given and how the training is to be documented.
- 2) Conduct required training.
- 3) Verify that the lack of training has not had any effect on the applied coating.
- 0"C11 i' Q Is::ue Date _ o,tober 2n. 1o76 llWSlager GSKeeley
Reference:
Ann Arbor Mocting nota: Uo. hhc To date we have received three (3) pipe spools en ::ite that re uire the installation of a venturi in cach to complete the :;ccl as::c:c.blic:. Specification 7220-M-201 paragraph 2.4 state: that work includ:d in the scope of tha pipe fabricator's contract is the "in::tallntien only cf welded type flow no:::las and the associated prirnzy in::trument piping connecting tap:: end orifice flances for floir mea:uring device =". Paragraph 6.3 5 of the came ::pocification state::, "all velded-in type nozzles chall be in:talled under.the supervicion of a representative of the flott no:::le manufacturer and in exact accordance with the r2nufacturer's reco=.cudations". Ann Arbor mactin note: No..hbo paracraph A.1 states; "::ince a venturi mc.nufacturer hen not-yet been dete:::ined by Ecchtel, pipe speels ready for clipment to the venturi manufacturer ::hould bc ::ent to 12dland; Ecchtel to confirm by T.Pi". This i:: in conflict trith ::pecifico-ion 7220-M-201 paracraph 2.4 and 6.3 5 above.- In light of the above problem the field request: Project Encincering to take action on the follotring: 1. A venturi manufacturer mu::t be deter. tined a: coon c.:: po:sible. The venturi spool: are located in lince 1:hcre all the other spools in that line are on cito. The venturi 'l
2. Grinnel :hould be instruetcd to refrain from chiopinc other venturi spools to the Iildland cite to avoid doub'le handline' and c::tra shippinC charcc: involved ithen conding ::~rool from Ildland to tha venturi m.nufacturcr. 3 Future correspondence or deci::icn: of this typ: must to tran::mitted to the jobsite. O 5004 (10J.7
e..... .u NCR 467 Attachment Page 4 o
'l ,l, ' i /. i.,1 s.it.. y i g', 'F. IIevden '/ JFII/EII/shd h 6 0 9 0 6 e 6, S ' l O Ol i
~,. .-.. ~ .q, 4 -t ) NONCONFORMANCf REPOR.d s ' ' " * " '_5 L,, fs "' "*[g2 o.. a i v. .... o.. e r o. ...o...o.v , ' N E hw vg l2 7220 g i;8 6-76 o.v. ... o...o..... c o c o... -c. c P.M. Pitts ..... o.gan..h...16 u.. u _.... toc.1.o. wraj ((.y / i
Pipe 1 ger o.1, pgygg pgyg ....c..., f..... lg.ygy..v. /z//fj'{ _(,. f jo.,y g u.... v N.,/A l gL(M) . f 6-2GCB-18-H7, 12-2ncB-5-H3 N/A wt'/d Ft= /o/8/74. ...o.c........-o. ... o c,. u o.... c... .....,6.c g.. .....g/m fsyf; ~7220-M106-AC N/A N/A ..L...s hUd _'lQ* ** h Sv e. .. co-1..c v o.itoc. v.o= ...ou c. ITT Grinnell, Warren, Ohio ,',.L' o_,, Supplier " * ' " ' " ' ~ ' " " * * ....o u.... v o u c 1.o.. gig no u r., o... t o a n......~ o o.o u r v o.......u.u.. .w. ... no a cou, o.... conoi r.o,." 1. M 209 Rev ls Para 1.0 states in part under " scope"...."The work includes, but is not limited to the followings a) Designing, fabricating and furnishing all prefabricated pipo supporEing elements for 21/2" and larger pipitig" M209 Rev 1: Para. li.$ k) states in part @eEail sketches for eacn support-6r7Egelv shall be prepared m.] showing...... weld details including welded attachments to building structures." gm g, 7 f'gg . O r n o o.. o. 1.. pg,.no. co...ao. v oui ou r.1o. .,.c r. n..... ... r iu o o.. .1.o n...uov.. 1. Project engineering is to determine if the weld detail shown for shop welds fg /g Af(/,,m j 1 through is on Hanger Sketch 2-613 Is-16 Sheet 2/2, Rev. 2 is adequate to indicate ,36*,cs J$h the locations of the shop welds in question. If the locations are not adequately g j,, fg identified, a drawing revision will be required. gffypMgf ,,,;gj% g j.y_g continued on page 2 . aa.a...no o.. o.. .o 1. On_Ilanger_Sketsh_2:013-4-16 Rev. 2 Sheet 2L2, the shop weld note of,'S.W. \\ _ fillet veld #1 through 4 adequately indentifies the welds required. As there are only four welds possibic on item 3 and the veld note specifically states weld #1 through 4", there is no ambiguity. 'l 2. On llanger Sketch _2-613-4-21 Rev. 2, Field NDE inspection of shop weld #3 is ll adequate.(( g g M g a
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/2? L7-M 'l O v.......r1.cnno, o..... j on w.no ..v. OCN b.. 5 .. v. .oo ,, c. Whos. Copy - Origin..a. oc e t-a C.n ry Copy - F e.id E nein e Pink C ppy - POAE Go.d.ared Copy - OC
NONCONFOR E REPORT (CONT'D) .. eac e Z._or.5tFT B 2__ B c.K 19 63 u 1 rn Contrary to the above ITT Grinnell Hanger Sketch _2-613-1-16 Rev 2 (supplied under 1 3, G321-D, Warren Register EME 013) incorrectly indicated four shopweld numbers on one pipe clamp / stanchion assembly and no shop weld numbers or wold detail symbols were indicated for the other pipe clamp / stanchion assembly (ref SK 2-613-14-16 sh-2, Rev 2). (See Attached Sketch) I' 2. ITT Grinnell SK2-613-1 -21 Rev 2 requires _NDE_(and report)_for_ shop _ weld _f3_per_ITT_Grinnell_ proc _edure ~ 1 1-SF-1750 ( Liquid Penetrant Examination ) NDE report documentation for shop weld #3 has not been furnished by ITT Grinnell, Warron Plant. /,g 9 Discrepancy found during review of Q.C. verification documentation. (enelioldtag appfled). } Q Number: //,/ 3 / Block 20 con't. 2. Per surveillance inspection report "7220-M-106-AC-32-Q-List" dated w/e 8-20-76, this NDE was not performed by l the vendor. This hanger has been installed and cannot be returned to the vendor. Field Personnel shall perform i the_NDE_in accordance with NF-5223 of the Form 81-Mechanical. _ f_ / 4 _f*2/-2d l Olk-V_ a. 0 -2I -% 1 waii.co, _ o,i,ia..o, C.vCoor - rww enca, Peak Copy - PGAE Gold.nted Copy - OC
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O-(.URVEILLANCE INSPECTION REPORT ( 1 Pg. 4 of 56 #. [.- UPI-221 NCR 482 7220-M-106-AC 32 - Q-List INSPECTION A sicNMENT NO. acrony no, 2 P.O. NO. _7220-M-106-AC ncy DATES INSPECTION 8-20-76 UATL ON ono in Pino Har.gers & Supporta PERPOnMED ITET2f:iniEl Corporation . supptig n PAGE Oc b3E0 t 6 t F. N OI#"*" N f Stu,' LIE R LOCATION Uc.rron, Ohio nggrip npVMTG91T { I AMN AROUS. fl.!CHIGAN
(b) Shop regictors E-!'s-006,-075,-131,-135,-141,-146,-148,-le/+,-185,-186,-245 nct relee.see > for chipnent pending resolution of drauing revision /cpproval ncnconfornances. -14
- {a) !!oncenforn:nec corrected en registors E-IC-150,-196,-235,-246 & released for chir -t. c N ) Nonconfor:nnce report #482 roccived froa Ann Arbor incpcetiCn fCr revicu with c r. ~
REV. SPECIFICATION NO. REV. 7220-H-209 4 Various Inspection Plan C-9
SUMMARY
CF WITNESS POINTS HOLD POINTS AND OTHER INSPECTIONS PERFORMED DURING THIS nEPORT PERIOD During report period ending 8-20-76 final incpcetion e.d revicu of decurentatien unc perf_or.rAcLen vcneler chop _r_ccinio.:01_n.rdiglkr.tml_gn_.p.^dr.crJA_l'.EI ?,3L (Tcleeen _re.;muf nate: lal ralca_se.d. for,. chipn.en_t). Hanger rcmnbly cer.pcacnts uarc.in.cuected vi; u.lly & dinenr.ie. ally at r:a; den in ce;.forr:'nce uith incocctica nlan C -9 9.Colinen. ".: fellerin.- 0 n once.nf or:,an ce:. 1:cr.: notedr but vore corr:cted. catiefc.c %rily tv th-. tic,13.c_- : _ E-12-114 / :ht:.1 ciarnina, not 3c:Tible en e m traceabicj.ciding ltig. Slidi. wrfacer. _ painted vo_rcus bare net'.1 ccated uith lutricant (10"-110C-13$~H1). E-IC-130 / Sliding sur'accc painted with red chronate vorcue barc netal uith lubriennt. / .- R. -iE..1.7.5.m Non "HF* a.nn. r.,.e.veMi"m@% w.-:-cr Tilate fm niched _(not r.tarmed with ches rd.;). -w 3 . j. 3 {,,'a h;.y,... '%. l. ; ', ; fitsi ninu flO*: ,,p?. i.c.- m...; J p#.; c @'a" ti ? e Mp o,G76 cg j o..g. e ina.a.. a v.inw., r ifr' -,f N- <'7 y 3,_,// g ~g,0$ v y.' BECHTLJWh CO2.i'. 4 /.g;sq g r,o,ui cam., m Jcu 72."O HEPAHE W _ mo J.mnhP.sD1.C.t.x. a F# /Offrx 9 nht, '"'" ^
Ul l*44 4 as , ~
(, (' ) t ]J M I.} NCR 482 Pg. 5 of M .: t, l. 8#
32 ~~ S"U v i 2 2 PAGE OF , h.' '. * ^ "y N v 6 7"(.? .s j hi, 2;; INSPE[CYO ASSIGNME NT No.: 7220-M-106-AC 'l j.;. r g.;, -. -4 t ,:c -T ';198.p[.Non%betructive testinr: not nerformed urior to final inspection by Bechtel i t--] =;m.a,- i ' **"I'ncuection, F T-G6 i n v:IF:,.yi oucmantation was reviewed for all chop registers listed on attached EPI-231 and i, waIToiin'di~tNbo saticfactory to procurement requirements. Drawingc for each hanger ' ' 0 c.c f I inconbly were connared with the Bechtel Print Centrol Register (July issur) and were Lverifich~to'be at least action 1 or 2 approval level. Packing lists were compared with the drawings attached and necescary corrections made by the quality Centrol Ecpartment' Thirteen chep registers were released for shipnent without known exception to the procure =p requirements. f[ Final instection hac been verfor cd en vender chon regictors E 006,-075, -131 N35, -141v -144. -ic6, -148, -1e4, -185,.186, houever, during revicu of chcp drawings
_it was noted that this raterial was supplied'previously en regicter E-I2-122 with E-12-028. This material uas not releaced for chipment pending revicu by Providence Engineering for verification of actual reouire :nt at the jobsite. % Jobcito nonconformance report #482 was reviewed with ITT-Crinnell Quality Control and it hac been verified that NDS uns no,t perforr.cd on shon ucld #3 an indicated in this renort (Iten 2). fir. M. Icnnen (Midland jobcite) wac contact by Warren Q.C. regardi% ^31c .b pociti'on for this hanner. Iton 1, h ncer sketch 2-613-4-16 Rev 2 wac approved acti by Bechtel Engineering. ATTACu 7" Ps. nPT-g1 (1 ) /C-9 Cheek Sheet (1) - - + - - - -
.u. _ _. n . _ ~ - t t =~* ~ A. - -. ..----.~.-w+.-+.m. i 1 NCR 482 Page 6 of 6 sI4 FOSTER CITY - MalN OFF'CE 1118 Chess Dewe. Foster Cary.CA 94404.(415)573 4000 .% b?G. f' 5 }*., SAN MATEO OFFICE 145 North Seyshoes Blvd., San Mateo. CA 94401.(415) 3424183 b~ SAN LEr*.NDRO OFFICE 2$06 Davis Street, SC Laandee. CA 94577.(415)669-6274 ,a30cy esJnc .. _ OFF,C. ..., _.LO ..n CA,_ N,,,.. _ l "i eon of X. Ray Engineering Company CERTI LED REPOR" of NONDESTRUCTlYE EXAMINATION CUSTQMER Daft REY' A/TEL. Pn u)E i? ADOR E ES l'O IW. / O - / 9-74 CONTROL NO.OR AEPdRT NO. Mib Lau O N udsp il Pou> ni/ V'L A n h 2nl'i JOJ Od PROJECT LOCATiO*e P O. NO. PLAN OR CidG. MO. D I D L A n D A A 16 Nik; d>V 7220 FTC - E0 & 2 -/ /3 2) Am. L SunFACE CONOeTtON [ ME A" NO. MEAT TREAT ~ E OF MATERsAL TEMP.OF MATL -OwA-Ra TV'e/ / l'a l Re 18 c-u sMF D /V//-/ s p i'r ca " TYPE OF EAAMsNATION E A AMINAY608e 8TANDARO / ACCEP1'ANgt4T ANDARD g f ~ 8e o.T.PROCEOvprNO. ur Q uT Q FT V & '2 9 Acans w 17E5273.TPP T. t ec)-Z 3 -0 ' ULTRASONIC EXAMINATION aQwwMENT TRA#e40uCEM TEST SLawei Maingo uskQ scANNaNG MElavD beNw3sv.Tv6Evks, N MAGNETIC PARTICLE EXAMINATION 4GwuMkNT ORY C VissGil C AC C DC C ""#E"#0E
'"EE " ^ PROO.17 ACING ett C FLOURESCENTC RECTIFIED C aeAQ O cO.o O LIQUID PENETR ANT EXAMINATION 76*O l PENGTRANT 4 CLEANER j E MuLSa pit R l Olv E Lorim Q MM ONO SATCaho. ' OWE 6L T*ME tRANO NO. SATCH NO. j $pANQ No. jt ATCH NQ. EMyb$. T i wi ;8 A ANO NO.
Di v. T aME. DRV Op /f ps/s t>r), h4*A"$4i-//Wffi/TJNS/rl-C 3 Mot 3 s Mf0-$iliF0/ 21/0/''kwer a g s1 PAMI NO. TOT AL LEN(.TM E A AMINt0 T YPt QA WOR % NW.WF ll aMa ACChPikJ NG. WP 4 T kMi M444 w [ O [8 f * //, b Nfw REP 4fA O OF birtCTS COOK / 14 ' T ! WW /W. C - Cracks P - Porosity N F - NOn-Fusion Li - Linear indication S - Slag LA - Lamination OTHER - Specify Pee om sNe l Acc l As4 l O'o'Lc7 l ,,,,,,s l ,g, Q, g,, l ,g, l,,, g DeseC,7 l c eoc I I Fo 6, I I I I I Plu =*- 2 v WW W I l
I l l. I I I I i l I I i I I I I I I I I I I l 1 I I I i l i l i i i I I I i l I I I I A. M. A.M. Technecian ev O g U N T F.M. P.M. Anst. Techn cian _e -fnA1 w /db-h " Total Mours at etete Customer Lu by Treves Witnessed by N " 'a ^f. y/ 3/r.,, m^c. .t~,, - M3.,e e F PEABODY TESTING, a divis.o'n%. Ray Engineenng ComOany assumes no respOnsibenity for i.ases Of any kinct clue to enterpretatien.
e fm /3 l'L., ( ) [ -l ~ U L'Q l. .fj,( .s NONCONFORMANCE REPORT j 19.
1. Project Name f N' Job No. [ Midland .d* V 7220 l'em Description 22 pc's of 6" X 10 5# Channel " ' " ' * * ' " * ".e. 5-
4 to C-2Ol Rev. 8 8 hhea Jt.13__pc ' n nr_3/J3" Y ci" Plate Rmbed ' QC JIol'E' ' ' ',~ Auti__D]_dge_ &,#dtf'fl i
8. Replacement Part
_15. Equip Furnished oy '/ " "EV 11 s a. AsuE auT NoRirEo . 3. .xETcN,1,,CH,o 34, oi,covereo ou,ing No.R-1.00-211 c 9E_.__nov_ 7 o 'y E,"*"gNo Dvu @o g, EC:G OcoN=T O Test OcLiENiOENG Gr'o
P.O._7220-F-141139 para. 3 requires material to be supplied per I REWORK REJECT R E P AI R USE AS BS x 4 Specification 7220-C-233 Rev. 7 Spec. C-233 Rev. 7s Para 6.14 states: " Pieces . n nhn11 he_ piece mnrked nn the draVingS_.vith_the_ corresponding _. tag _markinga_on_the N/[0JE[ b ___.QAOg(,_ Pr8 T FIELD E G NEER E q-rg ~V-to_the__gbove. 22 pc's of 6" X lO.Sf_ channel embeds & 15 pc's y ateel " Contrary M E NGIN EER ~ DATE .,_,gs, [ 6t. /O ~ '/ '~76 nf' _3/h" Y *i" plate embe3 received 8-9_76_yere not piecc_ marked and the dun's P ECT CONSTR QC ENdHEER DATE </ referenced in block 't above do not identify these embeds as to niece marka. "O" AUTHORIZED BNSPECT6R DA1E number 1.202. [ Hold tags applied. Hold pending final disposition. Date
'das sy Date
'B h l? ){f)W f /// TO ILO ENG8HE E RIN G h THERS $$PECIFY)
Piece markings #are not required. The above materials are stock lengths to be cut in the field as required. h a d zz,/p d [w Mr.cd / c/ c/ // Spg. C-233 Rev. 7 shoullhe_ revised to allow a fiel1Lenginedting_ waiver. of__tbo para 6.4 requirement for piece marking. _ /f- [,,, F/z y/,y '/ v r
_ The for structural steel members which are fabricate 1 and later installed in the an individnni nnd n1an identiffad fin 1d. These_plecen nra mnrknd_on_ shop _drawinga Also the channel _ pieces to facilitate installation and_are not__ quality _.relat.ed._ /8.5-k in the field as required. pieces and imbed plates are stock lengths which are cut QC ENGINELR DATE Fngineering_concurr_with_f eld recommendation to "use as is". _C. ._.Therefore, nou w ja 9Inho- ( s GK @U w s w e-e g f- -, w w.r - n>;y.m-, .-,,, - - - p y-7 -- ,4 g y g {g
l 4-r. . ~.
, f w,9 ,,*L ~ *~ j j 'i l~, o . ')e,. ' \\..e *.'.J ' %,f..Q. s i NONCONFORMANCE REPORT y, 1. Project Name Job No. 19. 20. g9 Page'I /.$f.3_. ,~ Midland 7220 No. 2. Unit (s) 3. Drawing /pussyggo Rev 4. Item Description
Common 7220-C-279 4 Reinforcing Bar As line. 634'6" C i 6. P.o. or Spec No. 7. Serial No. 8. Replacement Part 9.' Source
/.- . f',g: ' JM N/A "/" N/A Construction N/A RE, n O.
,,, no. N/ A i n. aSME AuTNOaizEO is 5x ATrACNED i4. Discovered During is. Equip rurnished By U v "E T C HD Q OwG OsPEC DoTHER NO. -7? ? n _ c _7 7o o 'y"E,"""gN O OaEC:G RONST O TEST OCi rNT EENG Or'O
.1 E J E C T REPA8R USF AS l$ 12 c/c (Adjnal.apacing to clear beam pockets) max spacing 18". y Cnrttrary__to_the_ahnvn,_nne #6 Heman cut _to allow _ installation _oLatructuralbaftc._. i f _ ATE i ( nlate for the beam 6'3" Wgst of 8.7 lineg4pv4 A -Zw E G EZ. 4546 ' F 54<nc/ m 9 -22 '% 4 ST E NG8N EER DATE 'O' List No.1. 203. One IIold Tag Applied (.n,gM vL, 1d0 U T 'CONSTR QC EjGINEER ' reed DATE I AUTHORIZ ED INSPECTOR DATE He d8 E17rteA Date
T-11 -%
d THErtS (SPECIF 22. Drietd Engineering Oisposition UFIER.D ENGINEERING RECOMMENDED DeSf0SITION TO PROJECT ENGINEEHING Field recommends "Use as is" The cut 86 tie is immediately adjacent to a # 11 vall vertical, wMeh has a 3'0" hook at elevation 634'4", (approx.). This vertical bar way help to tie beam bars together (see sketch SIIT 3). ( A(L9h v&C7% 'lehw o j
^ is adequate to transfer the loads. Engineering concurs with the field recommendation to "use an is". The_ design evaluation _substantiatinn "use as is" is contained in Volume Ic Item 2-18 of Auxiliary building calculations found in Engineering files. - h h@ T-2J ~/ (. [o$Y'"'* /O,/2 7[e No safety implication is involved. 7.co / QC ENGINEER DATE g, y .i s
w n ww w wn a a v n a n s.c. a I i M DATr-b I '5" ' ',#W'd/,L'I D AT5* 8*/3*76 DEZION CY CHECKED EY SHE NO" j l** U.! 0 // *,s/s$ A f) IUU 2 PROJECT 'OB NO r $2s*/>t.seei.<b G /22 # cursEcr FILE NO / '/ 4 1, d-3' y h I f ~ m \\ i I i 8 -A bad G E L G a 4}. '- fo, 3 y
Eu.2. 63 $.2. " / w l. WL7xto2 i i h l w 9, Ir o L. v II l
Q Am 8ASE. RATE ~ t lf4 C A W 4C M l L - - -.- - - _ ) i e OM ~ 't<
a-g - - - - ~ - - - - - - -... ~'
.m.. - s,.Weges A L-(Sta (8 788 CALCULATION SHEET 1 DATP 'A DESIGN BY 'M DATP '*/ CHECKED BY SHEET NO PROJECT O'A'? / O !OB NO O p CUBJECT Arrie wvraa-rr '77, AJ c e. run.g no A>>r. Aex I4 he 22 g ,.. e s - -, I' p- - (g)' l ,g p I i-l L_ a A_ JX A A 3.AN t i y Q kA ~., ih l.- ), ) N N $ )l'O' O'~O som roams l 45$3" J - ~. ~ 6 I I h I SASS P u T- ~ s. ] --,\\ - f/ GM / o,-/ f' i C g 3 ,l,
'i _e4 oa-G --M i i 8; I l! . y... .r.. m 0 $ & &hJ AA sacion.' e 'S e .g,.. A W l 5 9.* ? n i
~w. ~ e NONCONFORMANCE REPORT " ' " * " ~" w 2 .* 3. on. WING /P.R T NCs. . N E V.
M2. REPoRITT5gy f^8-76 to W
.M. P y... ^ ... u - o..c .r e.*" Decay Tanks (Radwaste - ' '"". " Bldg." Elev. 61h'0" g
p'aa'f.7 g,( g-i = Aux g) / - g; / .j p, ,7{ OT-99A, OT-99B~ m u...oNo-.*a
F Wa**u"=avray/~o. j== v. ) t --aa-~*-"- o.,T-930,0T-99D,0f-99& OT-99F N/A N/A .0
uncH n o. o.. No.
M - - .....,5.ca - H1 u...o No. 7220-M6h-Ac item 5 N/A GMa2+M6h*0T-99n,..... .....p./.... c.- A L Y,f.../J-7(,
g,,, .,..ou u " ' ~ ~ ~ " " * ~ ~ " * *
,,,"" O No SUPPLIER . z nour.N..Nsv.ucv.oN..
,o, oo.NG.N.a niNo o noun m u.iea..t sueenv. o. is.NoNcoNronu.No coNoir. " Spec 7220 M6h Rev 3 para $.1.2 states " Paint materials, surface preparations, and paint tpplication shall confom to the requirements of t,he attached specification G-3 " General Painting Requirements". Spec 7220-G-3 Rev 3 states in part in para 2.4 "The under side of fabricated steel equipment and bases which are inaccessible except by disassembly shall be protected by an elastomeric sealing or bedding compound which chall prevent penetration of water, oil or corrosive lignida. Gaco Neopreno-Asphalt N manufhiditured by M3 "? nw Gaco Western is an acceptable product." Block #19 Continued on Page 2 ... g,..to o..co.. .oa Or'<m aam""= ~aa noa/aou'= 'a raosa cr ="a'a= = a'ao ... r. to o..cos r.oN orsuu s, n Field shall apply 2 coats of Gaco Neoprene-Asphalt NA-al equipment gjgggff,,fs g,,7 g gjg bases. per G-3 Specification. . /, j / _ y43 p,,,,,,, g,9py,y,,,,.y 04*AA A ((D. b > u,g p g yy 9.g_.,g g,,,,.,i 4 2 3. E NG.N E E R.HG o.SPo$.TI.N 3 3. E NG.N E EM.NG o.SPoS.T.oM RESULYSs l e S i
ONo S[7 " ~~ d p ja %,y f jg-y.p. g O va...cs arracMao. o h WIN. aEV= - oCN i Oih O h. SPIC. p g v. . o o. s eoa. 2 I White Copy - Origineene OcS 3-2 j Canery Copy - Fi..d tnele m Pink Copy - PQAE Goldenrod Copy - OC
a eIl Y 09 4 o. n = a =c h =. t i w de t aoc 2_ to re r n en o_ riog 2 e toen r n E _c a sk A leOC o o F s OFPO l u i r m yp h o t 4 y C yp poyd A 2 oCpo C or 9 eeCe v n 9 r lt e e oi ld nk ) n o D T e iWCPG T' O m N i s r O k P C n ( a 7 T TE R O y n P a e c e ) R e r u D G E C s e N a n A G i M Z e R t e O s l F a i N w b O d o a M C R N h O e t N h i t w n n y o o l i n t s o a e l s d l a e a b t t a s t o n n c i e d m e r e p r o i i a f l u p q d n p e n o a a i e t s d v d a g e o n r / a u b u a / T n a o p 9 i p e d t e m r O l n h o p o o t C H ~ C g o o n C 9 t i i Q 1 r r y e u r r m d e ) k a o b 6 c r t d m ( o t s e u l n a t N x B o l o i C E N Q S
e g.. y Q) -Q NONCONFORMANCE HEPOHT ./ 1. Project Name Job No. 19. 20. No. Pase 82-Midland 7220 ) 2. uniew 3. or winerno,c Rev 4. Item Descriptica 6" x 10.5 Channel Embed 5-88aa L=aa Aux Bldg DCN #4 to 7220-C-201 8 and_3/4" x 5" Plat :_Embea Q C IIold
Serial No. 8. Replacement Part
" --49 M cv Eield_E :1gineerint Wiltse & Co.
$NETCH ATTACHED
O Dwo asPEC O rnER No. M0 - C - 2 LLhM_O'v"Es "~dNo Ovn Do gn,C.o DcoNsi D iEsi OctiENr OENs Nrto I
Purchass__OrIder 722.0-F-144.19 Jar _agraph 3 rmquires_ material to REWORM REJECT REPA8H USE AS 55 a be supplic3Lpnt_Specifica_tinnE20-C-ED __Rcx._l._.Epacifina11onl?ao-C-au,_ Rey X
_EEn /IM'[ 6 DAT / PROJECT FIE LD E Ge ponding tag markings on the steel. " 'V3/7ea l ~ JKC T ENG8MEEra DATE ~~ Contrary to the above, 39 pieces of 6" x 10.5# channel embeds and 14 pieces of ( j >t 6,-<'c.f jo - Y -70 PnO'JiCT CONSTR Of ENGINEER 3/4" x 5" plate embeds received August 20, 1976 were not piece marked and the DATE i AUTHOHlZ ED INSPECTOR DATE drawings referenced in Block #3 above do not identify these embeds as to piece ma2 ks. R kested Bylhb 9-zu% 6/kli ated ByotoN+ PM ~% Date 18 W Date
, @ TO F8 ELD EN GI*SEERIN G h dTHENS (SPECBF ~ l
There are no piece marks on these drawingan therefore there are no " corresponding" tag markings on the steel. Field reconnnends " accept as is"e Q) h(. 7t, $m 9 /p'h .Nd ~
The requirements _nf_ paragraph _6d_of_ Specification _7220--t'-211 nre_apnlit nhia foe _atructural_ steel _memhera_ whit h nre fabricated _and_later installed in -tha field- _These_ pieces _ ara marked _on shop _ drawings _and_ alan _ identified _on_ individual _ pieces __to facilitate installati9n_and_are_nnt_ quality _related __Also_the_ channel _plecca _and liabed platas_are_ stack _ lengths _which_ arc _ cut in the_ficid_.aa._ required. Therefore, M ~~b QC ENGINEER DATE l Encineering concura_with_ficid_recommendarinn to "una nn in"- sy.p 4 M g / i AUT HO H 8 2 E D INSPs'CTOR DATE ), 1 j' / / s. ,w -me m ~
~~ e -
.pnm ~ M -~~w-*~~~
m c 3, 2_ no er i e e n t ,i 2 og i n s
n t E s p wkA eOC r l a s oFPO i d y l p a o y C n yp poyd if oCpa C. e oe y n Ce g r. ank ld )D n ewCPG n i i o a T d N n O e C p ( T d l R o O H P E ) R E C d R e i O l F p N p O a C s N g O a N T d lo I I C ~ O. 1 deun i t 2 n 0 oc 2 1 6 3 I 1 t k s Q c i o L lB O e. ? 1 L l. F ?
k 4 A __.-..c-. h .a h. ...--A
.a A.. -a C -s .g [.... _o. Y. NY y A s gj NONCONFOhMANCE REPORT gQ/ 1. Project Name Job No. 19. 20< Z. 509 Midland 7220 No. Pife l_of 2. Unit (s) 3. Drawing /Part No.FSK-254 R ew. 3, Rev 4. Item Descsiption 5. Hem location Common FSK-249 Rev. 3, FSK-232 Rev. 3 Concrete Curing Aux. Bldg. C. P.o. Or Spec No. 7. Serial No. 8. neplacement Past
Construction N/A
asME AUTHOR 8 zen i s. snETCH ATTACHED
"g"NO D v Es B" c [') owG hSPEC DorNrR 7 QaEC:G GCONsv O TEsr DCuENr OcNG O ri.o N o.
"e.. Curing operations shall start when the addition of water will not injure the ""^'" Q curface of the concrete. " Pour No. A(633. 2)a was completed at 1916 hours on -ggg.2"lu JNM PR JECT Fef t O ENGINE DATE$M//% _-_Augtat_2%_19'L6. Curine was initiated at 1600 hours on Aunust 21, 1976. When i 'T746% f0JE Ce EgR yATE g checked at 1240 on August 21, 1976 the concrete surface appeared dry. Ref. QAF p g._ .g _//-g 131 (18-3-4) Dated August 23. 1976. 'Q' List No.1. 205. / IIold taas applied. AUTHORIZED SNSPECTOR DATE e A / 7S ~ N
T'O F8 E LD EN GE dEE Rite (3 Q O 6IERs ($PEC9F Y) 22. OField Engineering Disposition OFBELD ENGINEFNING 84ECOMMENDED DISPOSIT80N TO PROJECT ENGINEERING Concrete should be accepted "as is" pending the results of a visual inspection after stripping of forms. Curingwasextendedtwodaysthrough8/29/76. Field Engineers will be assigned to curing on weekends, as required by concrete schedule. l Note: Results of visual inspection, performed on 9/2/76, were satisfactory. Concrete is sound and no cracking is visible. Sinb design strength is h000 pai. (Continuedl 23. Project Engineering Disposition A delay in initiation of curing for pour No. A (633.2)a may tend to cause cracking and a reduction in concrete strength. Project Engineering concurs with the Field recommended disposition to "use as is" based on the following: 1. No cracking was visible upon inspection after stripping of forms on 9-2-76 2. Curing was extended two days 3. For pour No. 4(633.2)a, 28 day strengths on cylinder set No. 1007 were [ fD[ "*% 7Mgig ' s O(E N Gii.ik R o' ATE ~ 6260 psi and 6440 psi. (Required 28 day strength for this D-1c mix is ~ f 5000 psi)' M /o c.74, h4dv#M T N/Y16 _ [ r
i s y h 9 e y a o a a r d t a x c a 7 e s e e i s h 6 e t h ,7 s 4 t f b 2 7 o a l 2 2_ e s 9* s re r u t en o a n ? riog c c n 2 _. e taE n E a. B igl A id e_ r s J 6aGC OFPO I n e is r e y ,s p p o o f y C yp 0 7 poyd 3 oCpo /F terce C or 1 6 y n 5 7 e h n ld ink 9 ) ei o 'D d 1 - WCPG T n r;l. a N O i bI e C s ( b o 7 . T t R 0 c 8 O O ta P Q e E I / R. e a t e# E r l p C e Nh. w n d i e A~ d r M e e i R s t u O u a q d e F N x r -- G m u e i r
b .. N C p O t N 1 d o e n D ta l e p l h i i t c w i r t s o n n f a e m s n i h a c t e gd p n n s e a r t t s a s t e l t r u e s h d e t d n r g e i n u l t e n y s r i c e t y_t t s no a e e C d_ v v 7_ i i 2 s s 2 s s l_ e e e K a r r ~ ~ C u gp O t n m 3 L c o o 0 B A c c 0 ~ 9. e0 ~ < -
) .._s_. . _ _. av m u. w ) t b .y 3 .o i NONCONFORMANCE FEPORT ~ 1. Project Name - Job No. 19. 20. No. 514 pa,eQ,.2 Midland 7220 2. unitw 3. Dr wine /r.st No. nov
5- "'"'L****" 4C Hold ' A #' AUX BLDG DCN # It to 7220-C-201 8 3/4".xs" plate _ embeds 9 Source Vender &
P.O. Or Spec No.
8. Heplacement Part n/a 7220-F-lhl*39 N/A aEv N O. Field Eng Wiltse & Co. 1 - ' V riN
,sME auTNOairEo , 3. ..TCN.TT CNEo
.C-2.E _hv. 7 O 'v E s"*
-OaEC:G OcONsT O Test Oc'iENT OENG G r'a O OwG 0$ REC DoTNEa NO.
0-F-nl@ hw@ 3 mwhu mudd 6 h supplied per spec. 7220-C-233, Rev. 7 Spec. 7220-C-233, Rev. 7, Para 6.14 states: g " Pieces shall be marked on the drawing with the corresponding tag markings on the gghh jo/g steel." Contrary to the above llt pieces 6"x10.5# channel embeds & 20 pieces 3/4"x ""@ "OYA d/Ery %, d 5" plate embeds recieved August 26, 1976 were not piece marked and the drawings hS"Q"("y) ^j' t/-76 ,7""'""" ^ referenced in block # 3 above do not identify these embeds as to piece marks. v AUTHORIZE D INSPECTOR DATE 18.Ql' a d' Dy Dto]*
& kB CE *1 ~ 7 (., O b.4
OField Engineering Disposition E$ FIELD ENGINEER 8NG HECOMMENDED DISPOSITION TO PROJECT ENGINEEH8NG C 6 x 10.5 fabricated rer detsyil 2 on C-201 Rev. 8. 3/4" x 5" plate fabricated per d; tail on DCN 4 of k N hN d b C-201 Rev. 8. There are no piece marks on these drcwings therefore there are no ' corresponding" ta6 markings on the steel. Field e // d,. [_ d-[ r: commends "acoept as is". ~ ~ N C - x / A t7 3 ~
._ Ihe_requirementa_of_ paragraph 6.4 of_.Scacification 7220-C-233 are applicable _for_._stt_ructural_ steel members which are fabricated and later installed in the field. These_piecca_are_ marked _on_ shop _drawinga_and_also identified on individual pieces to facilitate ingtgliation_and_ arc _not _ quality related. _ Alan _the_channeLpieces' cnd im'oed plates cre stock lengths which are cut in tha field as required. ThergforeghhbbY['.- /8-4-7S .f gp9g QC ENGINEER DATE Enoineerino ennenrn t.rf th f i el d racommendati nn ta "s5 no 4"" I ~ ~ r AbY -. W1m "W ____. p
..e 4 a 1 5 o t i a f..n ~o j i d,, .i Q t y i s o .p s I' ~- .e [I d 'a, 'r, 1 j ', h ~~ .n 2 f i i, 'r- '3, i l o T '. n 2 i 8 d n z L e n p AN d I l G o I R I O de )D i l T p N pa O C sg ( T a t RO d P l E o R h E C_ 1 J ) R O F N 20 O 2 CN 1 O - N oN "Q r c i n o i t cep s t n i t_n d i e c u n n e r_ i tn g o n c ir 6 g 1 d. k d c e 3 o t l o B N m 9 a eo o o 8 e I ,i f !, !, !I' l i i }
m a ._4_. /x (p) l (i 7- ..( ) e, L ~,- J u., x. L/ NONCONFORMANCE REPORT 1. Project Name Job No. 19. 20. 5M N o. Page.l _ot _.2__. Midland 7220 2. Unit (s) 3. Drawing /Part No. Rev 4. Item Description 5. Item Location g _ _ Unit 2 See Block 16 Pine _1Ianger % - M ir QC_Eold Ar_qa 0 C. P.O. or Spec No. 7. Serial No. 8. Replacement Part
,g, 7220-M-106AC See Block 16
Supplier ITT Grinnell, Warren, Ohio
AsuE AuTuonszED i s. sucTcH AvvacnED
_3_ g ',",5"* "O"a o Ova @o
1.3. No u:onforming Condition: se
g"'g,s part." Contrary to the above, the packing list does not agree with the drawings ~ 55 DATE prose F, G sent with the shipment on the following listed hanger pipe support assemblies. The j y//.3 f G-321-D for this shipment references the packing list as the traceable document. " @/n'. 'D"", f' 'O '"'*" to il'W t AUTHORIZED IN' 'ECTOR DATE 108'a$l'v.seYl-9 ~74 ed By Date
<1/7 /74 e ste y Date 1
O YHERS (sPECIFYl YGhfib1 fr@m e A/ Cit
from vendor corrected packing list showing the drawing revisjons to whi.ch hangers were Mr /w. /' /m[, /k/6/ 3 r)ppwe,p-is/ed) { L W _//)-/f- & fabricated. 4d to-n 4 -2 6 22. ,,o,ect en,in.. ring Dis-tion f i A V / '/ h / Ey'gQ(, "^ h( o .i. A U THbRIZ E D INSPECTOR u 1.
} ~ 6 1 5_ n o. o i n 5 t i 1 2 I i e I c j s I l I a. i o e r 55 f3 p g# e s i } BB i l pK C C! FO d aM 1 l 1 2 2 l 1 2 I a 2 2 0 n 1 1 1 i f 2_ re r g en o_ n riog i tee n 2 d 6gl A n E n l d s e e iGC e n p OFPO ar d e l y g o p o n I y C I i yp poyd y oCpo C or p n yCe i. 995 1 itere d nk h r 3 32 3 h n lo ) ei D S e 0 01 1 WCPG d 'T r r E E E 6 1 N eO M M 14 O g C n E E E a 2 ( l l 1 T R 1 O 4 1 P jE e ~. R r E a { C N s A o M N R t t "Q O nn F e e N S m O p 3 2 3 C si ._ N gh n O nS v v v o i e e e i N wh R R R t at c ri e DW psn i s tp g de ~ er t gn a i d g r e n 2 1 2 u i i d l W p R y v v d p Id e e e e a_ a D_ d e R B_ R t e c o s u t n n g n se 9 Q a i i r 1 25 e t_ t L e 1 1 c E n f 4 4 n d o g e a l_ c nR 3 4 1 m o f. 1 1 1 r h_ 6 k 666 o 1 c f d a 22 2 n k P o c c o n a l o a B N . ee - s ) e
.i. W. %. f-g fm i f ~ f Q. '^s-4, y s p. v v NONCONFORMANCE REPORT 1. Project Name Jota No. 19. 20. 520 p.,e_ 1. p j No. Midland Nuclear Power Plant 7220 2. Unit (s) 3. Drawing /Part No. Rev 4. Item Description S. Item Location Consnon N/A N/A Compressive Strength Cylinders On-Site Test Lab 6. P 0.-Or Spec No. 7. Serial No. 8. Replacement Part
Subcontractor U. S. Testing Company _ l
ASME A sJ T H O R 8 Z E D g 3. SMETCH ATTACHED
,, n o,C-208. Rev. 7 O 'v"E S "G"N O O v Es OnEC:G OCONSr El TEST Ocu E NTbc NG Or'O DowG UsPEC DoTnER NO.
24. eso siti n concurr.nce dM d M P 7 2 nau h pn, REWORK REJECT rt E P AI H USE AS IS " Concrete cylinders shall be maintained at a temperature of 60 F to 80 F prior to r<- 0 0 j stripping, stripped within 24 hour / after casting." Contrary to the above, compressiv[ M k f. t lt h IoATD,tg3 \\ strength cylinders set #998 moldhp 8/19/76 at 9:30 were stripped 8/20/76 at 13:57 PROJECT dun. j 9/p a EN r a./ F OJd50T ENG8N EE H% DATE ~ r jo WA. set #999 molded 8/19/76 at 13:15 4s. d stripyed 8/20/76 at 13:45, therefore, exceeding [". [fjgmA.6 the 24 hour requirement. Nonconformance noted during routine QC review of ''""N""'"""^ cylinder reports. Q-List is 6.101. No hold tags applied. Dy Date 25, Disposition Reseelts 1. eported By Datj 10. i 4 wm 't Q
.kn '4, W W l
/
g ) Accept as is. The late stripping of these concrete cylinders (4 hrs. 27 min. for 7 998 and 42 minutes for set 999) would only affect the quality of the concrete 1 j cylinders due to the corresponding delay in the start of water curing. The ~ concrete cylinder molds are water tight. Ahiitionally, a plastic bag is placed'over each cylinder to reduce evaporation from the open top. Finally the results of the
i Stripping of concrete cylinder sets in excess of 2t hours af ter casting delays the start of curing and subsequently may tend to cause a corresponding reduction in concrete cylinder strengths. Based on the fact that cylinder strengths for set
Project ,,7 s c Engineering concurs with the Field recommended disposition to "use as is". As I Contd. on page 2. AUTHOR AZED lNSPECTOR DATE ~
W J 4.j ~ b^* I F_ YW W y N' 8 g' N *M
f O o r D e s d t n s i e l a t y c. c J r 6 r_ e ? 3 d o n f s 3 i v e h I l n y I. h g 2 e a t 1 r 4_ yP c ~ n e f S. ) av ca D m r_ g g o 2_ t r s e0 j t i n f t , s.o o_ s6 b e 1 t i o. 7' g n 2_ s 6 .E 1 n E E_ nn d 4i. A n eu G ., i Q C o (o r r a e orPO t r t 7-D s_ f i .o SI s 7 y u p y co t o s n no , o i e oi o , oyd v
i t / u C.m o y f&- t a r d it w c. k l p ) A h 6 o n d u D PG np y e T' h o m N t / c_ co 1 O 0f C m d o r e X' f,, ( T r ah R f d t n O n an P o ti E s_ d i R t E a ne 3 I. a s C i h u v 89 S. 9 t_ e e d P rb t t e O n e 0 h o a S 8 t t F c 9 o_ t N i 3 n O f o ro C i i e n N n t d O g i nd i s u_ a n N o s p d o s e e n i rt D ua w c_ r o g a h n ap s i r e r cs s e d t e nn s n ii e i la t g ym n ce h E r_ r t s 6 t t od n s c f_ l e e e u r T j so t o 1h s s r 2 s P u I. L9 e o v i C9 S. i v A9 s n e P t s g r d n ei P 6 t i d 'n r s 9 n _n o pe 0 1 o d a c md 1 4 C e 1 o d8 2 c v 3 n9 O 2 i e 2 e9 y = v m# k a A k m c d s c os a o i o c t -s l 8 h l e e s B 2 t B r s ee s ,I l ii+1 ? i
h A. ... k. - _ am A k...a. 6......~. .. e im.. ,s i r t 4 '.) O ,G NONCONFORMANCE REPORT
19. 20. 530 P.,e _i___o 1 Midland 7220 No. J. Drawin / Rev 4. Item Description 5. Item l_ocation 2. Unit (s) 2 VP 7225Part nom-51a-10 Component Cooling Heat Exchanger Aux Bldg 6. P.O. Or Spec No. 7. Serial No. 8. Replacement Part
7220-M51AC 2E-73A ren n o.
,,,o. w n151W 3A ....a E aurnonizEn , 3. .xE,cu,,,,cuEo
O v ea B" Oarc:cT! coa 51 O ve51 Ocurar Deau Ori.o ~
[ M.p/ mill scale, cuttings, weld spatter, and any other foreign matter prior to closing 27 7G ^'" of the shell before shipping and its subsequent opening." ' " c' " ' '" * " ? "J ' " Contrary to the above, Heat Exchanger 2E-73A has runt and mill scale approximately g* "" g o ^j,54 q 1/32" on the shell olde. "'" @ g'CCM'"**" c,'{^z'g,, This was noted during In-Procesa Inspection. /) M One QC Hold tag Applied 1. eported Hy Date
hf 1, by ~ sAl ' l N
(*]< O 4(dL ( AlMt' outing KTO FIELD ENGBHEEHING O TO OTHERS (SPECIFYl AAY -.dsy 22. @ Field Engineering Disposition O r' = *.o u na'a t s a'ac a sco""=a o= o o'5"o5'n oa To rao'ec' = ao'a = = a'a s JLt.A. pen;< m d w, The_! nill _1cAla_huild_pp_la_directly_under_the_ nozzle _and is approximaraly d _28 A/Mh 12" x 12" x 1/32". Remove the mill scale by scrapipn or wire brushing _and 2d dq (&zrde i provide a_ catch-all._devicet_for en11 ceting_th e_ scale _and_debr i a - Vaccuum_tha w area to remove fallen debris. The Field Engin er will wit ess the cleaning M - #-7( O 7 bY
/ i Acce ce so-9-76 R AT NGd4NE AA. .To.E9% n AUTHORIZEn SNSPECTOR DATE
} ____.m...;__. me _. w -._ a. m.--- A. -....~.s. ...._...~ _... a m .f ( h ( l Q,) Nj O-NONCONFOnMANCE nEPOnT 1. Project Name Job No. 19, 20. 3 No. Pay - Midland 7220 2. Unit (s) 3. Drawing /Part No. Rev 4. Item Description 5. Item Location Units 1 & 2 See Block 16 Pipe Supports OC IIold Area
7. Serial No. 8. Replacement Part
Vendor ITT Grinnell, Warren, Ohio
,,,,,.HADO-Pflis '8- ^5"5 au'"oa'ZEa s 2. sMETCH ATTACHEp
M-2m non s dy"E,"""gno Ova OaEC:o OccasT O Test Oc'itar DEuo Or'u Dowa Eserc DoTHEa n o.
continuously _thrnaded for field cutting to length _An_ additional _10_ percent _.of_the_Mb _ _ _ _ /o u PROJEC T FIEL G8HEER DATE _ total rod _lengtlLreguired_s_ hall be furnishgd for cuttinn wante." Contrary _to__the c7 ENuigW ____oATE /o-6-76 __ _nbove. the following random rod waa_nhlpred_to_the_.ioksite without being_ threaded _na. required. @ d,' "E'", O "" @ ^[*q l AU T HOH4Z ED INSPECTOR DATE Con't Pn. 2 1. a 'd .d By Date
epq ed y Date b3/76 %PMbl 9'O S A?N%'- 9
[T ~ SENS ISPECIF Yl ~ 'j' ) ~ (Jg} 1/f fp 22 @ Field Engineering Disposition Ors ='a saa'a==aiac a'ccoaaraoco o'sros"'oa To raoe=CT caa' area'ao a j j (-foUi/28Cs A / U t'*r / $f Fabrication was initiated for these hanger shop orders as follows: E-ME-144 initiated h,, 4./ g,., U &g,,. ' ~ t 3/24/76, E-ME-164 initiated 4/12/76 and E-ME-244 initiated 5/20/76. Revision 5 of p, 5/)< r f /,, n f,, - spec 7220-M-209 was not approved until 8/11/76. The subject rod does conform to speci I // fication 7220-M-209 Rev. 4 which was in force at the time fabricatjpg as in.] iated N,, '[75 M. for these shop orders. Therefore, this is not a non-conforming co#'dit. ion.# [kd [ ^ /C-W ' n 23. Project Engineering Disposition '? j, ICl1CL s t } eta */'Y'91*m e toh/76 QC % GIN E ER~.LML_D ATE,te oh(, AU TDlO RGIL D INSPECT O R DATE
.n 3 o 3 i C 5 t i so 2 p a s c i d l s an if g n i 2_- d r n e o e ca 6 p og 2 n taE d n E d a l igl A l, 6eQC w. o 0FPO I c I e y p 2 o y C 7 yp poyd 1 oCpo C orn yCe 1 ) iter 1 e d nAl D h ei o r WCPG T 1 N 2 O 1 C 4 ( 1 T e R r O a P d d d d E o o o o s R r r r_ r re E m m mm b C o o o o m d d d d u n n n n n a a a a r r r_ r "Q R O 8" 15 8" 8" F N / / // O 5 3 77 C n N o i O t N '0 '0 2 2 1'0 '0 c 4 2 e 9 p 1 sn i_ tp iec r_ d e g e ni i l r p u p d_ a r d) e i t 4 t e s l I 161 I d d l 8 4 t( I 1 g r 1 1 1_ 2 o g u O a n E E EE n_ t i p M M MM e t o c d n h E E EE nl o S a o c_ mh r 6 o 1 fo1 n kc c o n l o B I J_ i. s f
- <>4+ s'4 im eEEv <u 1,0~ TEST TARGET (MT-3) t ' m lag g I.0 6 M gu mm l,l h # $N .8 l 1.25 1.4 f.6 4 6" MICROCOPY RESOLUTION TEST CHART
%f,,ff 3,4 7 r .a = =.
O y++4+ ge w se 4 ,M eEEv <o 1,em TEST TARGET (MT-3) l.0 l#EnHe g a gn m m l,l f,
' l.25 1.4 1.6 V MICROCOPY RESOLUTION TEST CHART 4% +4 'k%ft% 4 fax)/r 4 ? l +>;; // 4 A 4a a-CL_-f.:h- ~s-~L- - J s _D - ~~ ~' L
T .g (p r ;,n 1 1 ~' (, ( )) NONCONFORMANCE REPORT 1. Project Name Job No. 19. Midland 7220 "* 534 "* 1 1 2. Unit (s) 3. Drawing /Part No. Rev 4 Item Description 5. Item f.ocation Connon C-256 (Q) 2 Clear Cover Requirements West Transfer Tube Sirb 6. P.O. Or Spec No. 7. Serial No. 8. Heplacement Part
N/A N/A P/H.,_U[dHEV N o. . Construction N/A
,, go 32. asME Auf HOnszEo e s. sMETcH ATTacHEo
Oven El" QaEc:G (BcoNsr O 1Ess OcuENr OENG Or'o
shall be 1 1/4" tc 3" ( Tolerances). Contrary to the above, the bottom embedded horizontal #11 wall dowel on the north face, of the north wall of the west transfer tube room is located gggg, fjgg on the inside of the wall vertical bar and the clear cover varies from 3 3/4" to M o),, g 4 1/2" along the full length of this wall. '[f % " g "^','g g y 'O' List No.1. 203. One OC Hold tag applied. ~ "^ AuTHOHG ZED $NsPECTOR DAYE /7 i e 17. rt Date 1. fed By Date
d bb'16 ~ 27Routirig ' TO F8ELo ENGINEERING F O pThEas isrEcirvi g 22. OField Engineering Disposition Qr8E LD ENGINEER #NG HECOMM ENDE D DISPOS 4 TION TO P ROJEC T ENGINE E HONG Use as is. dhwd 9_.2A -2(. (p/,Jy p>/g- / 23. Project Engineering Disposition The increase in cover will decrease the effective depth of the wall. The increase .__.in_ caver _ on_one_bar_which_ exceeds _the_ tolerance _(a_ maximum _of_one inchi will not t _have_any_appreciabic_effect_on_the_ effective dep_tb of the wall. This condition has ~' _ no safety implication and' Engineering therefore concurs with the field disposition f _to use as is. 26. nce p, (,, h"J j NN /g>, ft/:,74, Oc NGiNEEa '5ITE .q t[h-{f 8 'h10 aurnon.zEo.nseEcron oavg / I
?/ . :.y ;. f ( ) 9 \\} [ Cd) \\ kc/ NONCONFORMANCE REPORT 1. Project Narne Job No. 19. g 20. ~Midlend 1220 2. Unit (s) 3. Drawing /Past No. Rev 4. liens Description 5. Item Loruson Turb 822 Page 1 of Is N/A Reinforcing Steel QC Hold Area 6. P.O. Or Spec No. 7. Serial-No. 8. Replacement Part
II. Inspectiore Ceitoria ,, go R.I.OO '4Q7 ' 2. asuE auinoneZEo i s. snE,cw.11.cuEo i4. D. score,ed Du.ing is. Equip rurnished ey See Block 16 o ', E," "g"n'o" O v es D" $own f)srEc Doruce 6pec:a Occast O rcsv Ocucar Grac_.Or'o ao.
.24 Desposation Concurrence newonn mEsEcv ncrase usE as as reinforcing steel to be fabricated as shown in left column of page 2. Contrarv to y _f3 I the above. the reinforcing steel was fabricated and received as shown in the right d !a y gATEC./.1 d j c,y / eno c o Enc.e zu column of pace 2 of this NCR. 2. Specification C '49. Para. 10.7 states in part: ( " Tags should show the crede, merk number, size. lennth of the bars and the number f I C/-7L f a enosccr coasin oc EncenEEn oavE of harn in each bundle." Contrarr to the above, the reinforcing steel (Mark No. g AUTHonIZEo 6NsrECTon oATE Con't Pg. 2 l
v dat &By Date
uting TpsELo EncsNCEn8NG Q ho kas [srEC0FY) 22. D Field Engineering Disposition Or'='o u no'a==a'aa a=co== =aos o o'5rosir'oa 1o Paoercv caa'a cea'ao ' M - A -3 J l'- f The rebar as furnished meets the design drawing C-506. This is not a non-hMg d' conformance. The vendor drawing will be reworked (revised) to agree with g p gj the design drawing. j g,j --h[ f, h g--l s i7<< V V
/
/# v-% fen # / i _A [ oATE ENGN AUTHOnIZEo 8HsPECTo n oATE _..p. m-
)I! 0 1 6 e r 8 6 l 4 s a o b a L_ 8 8 a w c i d c l J e r ) p 5 r ( s p c e u a v 2 i e i 2 d 8 3 t s l 8_ a o e r h h n d_ t ( e F s l e i a h R_ i r r 6 0 e e d C b 2_ t a 1 1 m fe r a o u en o m I_ n riot 8 4 6 taEn 2 e n B "Q n E h o 3 3 2 isgkA w t s 1 1 ieQC r e r OFPO r t c 6 0 8 u A R" i b 1 1 0 n yp L o o 3 i y c yp n t poyd 8 a e i oCpo T l p o 01 s c oen yCe n 2 er l 1 o it nk ld a 9 I T p h n o ) ai 0 3 s wCPG C i T d N 0 e O 2 z l C 2 i 8 6 6 a 7 S_ n ( T i R g f n O i K h 5 9 g P w 2 2 2 n t E 1 a i R r d E D n e n n os d r l R e o O u H F R N d O n n C a 3 o N l 0 i O n) o 1 8 t I 4 T c N 8 8 e er 9 p h o 3 ) s L_ C_ H i t G n r i e g g d 8 9 t p n n D p ( i E h h i d w ( n. e 2 a F g2 r e g 8_ D_ r_ d e e n 7 0 6 gi t_ a o B nl sN s 1 6 2 i p a r 2 9 r n w t_ e u a _ r ~ 0 d_. )_ ) a x P_ E_ A 1 d s o d 0 e (g d l t n t e e e a ae u h_ he l e n_ t n n p i d S_ T y 9 o 1 ed t e T cl n t d n o o s a a h c i o m l I e e 6 z n 1 5 e i 8 6 6 e 2 h S_ n k &_ t i s o o a o S s c g r .g n _h e K la o p H iB 2_ D_ f f e p o c s a i i'i' f 1 l .iii
M c r* PART 2 AF/AS 1 ~ y QUALITY ASSURANCE FINDING PAGE OF j t. PR O J E CT / D E P A R T M E N T /S U PP LIE R
AUQtT IDENT. l Midland QA-Management o p py g g r ELO GO FG 1.1 (SAfA -/ ) l4 AWOtTOR S. DAT E OF FINO4NG T. DISCUSSED weTM l H.B. Norris (HBN-1) 9/16/76 T.J. Bemres d, h3Vi$ l s. CONT ftOLLING QO CUMC NT. SECTIO N P A R AGR A PN. ETC. l FPG-8, Rev. 4, Part II, Para. 4.0
" Communications Log (outgoing) shall detail the following minimal information..... 4.3 - The assigned file number. t 9. FINOING Eleven of nineteen pieces of correspondence on a.singie correspondence log sheet (7/26/76 - 8/10/76) had no assigned file na. The correspondence could not be located in the correspondence files in the document center. 1
Provide documents to the document center for filing. 2. Instruct the responsible personnel in the requirements of FPG-8. e ltt. SCHEDULLO COMPLE TION D ATE s 2. RESPONSteaLITY POR COR RECTIVE ACTION l 11/1/76 P.S.
94 D A T E CO MPLE1 E U t s. SUSMIT T ED S V H ESPC N Se sLE A U T MO n gT V
A C C E PT E -;O t A CC E PT E D gAE t 7. V ERtFsC ATtON ACTIONS uw Q AE e t e, a M PL.E M E N T A T SO N DATE n A CCEP,T E D f NOT A CC E PT ED o,g (/ iS. DiSTRieUTION DPC 2087
~ 3 ---
e PART 2 AF/AS 5 I QUALITY ASSUR ANCE FINDING PAGE I I OF
A uOiT so ENT. Midland QA Management riELO CO FG 2B/5 [SMA-N 4 AUOaTOR S. DATE OF FINOING 7 DISCuSSEO WITN E.V. O'Neill (EVO-2)- 9/15/76 G.L. Richardson
NQAM, Section 0, Number 2, Para. 9.0
These measures include provisions, as appropriate, for source evaluation and selection, objective evidence of quality furnished by the supplier or sabcontractor, inspection at the supplier or subcontractor source and examination of products upon delivery. f 9. PsNQtNG Midland NQAM Amendments Section IV No. 11, (Rev. O, 2/20/75) and Section III, No. 11 (Rev. 3A, 12/20/76) do not include require =ents for source evaluation and selection of suppliers / subcontractors. Both amendments refer to Procedure III-4. Procedure III-4, Rev. 2, October 22, 1975 does not satisfy this requirement. t o. R E COMM ENDE D A CT IO NIS Revise the identified amendments to include the requirements for review and evaluation v/ of supplier quality programs. Is. SCMEQubED COMPLETION D A TE I I. R ESPONSISILIT Y FOR CO R R E CTIV E ACTION 12/15/76 POAE . 3 3. COM R E C Te v E A CTIO N T A M E N t o. D A T E CO M *LE T E D et. Su sM tT T ED e v R E SPC NSt e LE A UT MO NIT V I G. CO M R E CTIV E ACTION ACCEPTED NOT A CCEPTED gag
t 8. IMPLEMENT ATION DATE ACCEPTED f NOT ACCT;PTED g,g ( f is. OtSTRisuTION %,sl BPC 20471 G1001659-01 a--'- a
-t PART 2 AF/AS 6 QUALITY ASSUR ANCE FINDING 1 1-OP PAGE 3. AuGIT (DENT, 'p. PRosECTiOEP ARTMENT/ SUPPL 4ER
( f fMA-4 )
D. Osborn Specification 7220-C-230 Rev. 7 (NQAM) B. Cheak C. Kasch S. REQUtREMENTS Section 9.1.3 "The working limit".... placement. The " Inadvertency margin" is the allowable deviation from the " working limit" for occasional batches of concrete, Concrete con-provided such batches can be properly placed and consolidated. sistency shall be uniform f rom batch to batch. Batches of concrete with slumps in the " Inadvertency margin" will be rejected after the subcontractor has been instructed by the contractor to' bring the slump within the " working limit". -(See Attachment for Continuation) 9. FIN DI N G inspection Plans C-231-3-710 and C-1.30-9 for placement of concrete indicate slump tests within the " Inadvertency margin" which were not promptly corrected or l rejected per specification 7220-C-230, Rev. 7, and NQAM.
V 1
batch of concrete batched after notifying the batch plant to bring the slunp within the " working limit".) St. SCNEDULED COMPLETION D ATE
94 D AT E COMPLE T ED 03. SuSMIT T ED SV R ESPC NSISLE AUT MORIT Y
A C C E PT E D NOT ACCEPTED gag
DATE I S. SMPLEM ENT A TSO N [ ACCEPTED l NOT ACCEPTED \\ (_,,,/
BPC.20871 010016S9-01
NA r. 5' bh', $N l' 'g'1 '-y h'f 'i QU$LITY AnSU;1.VICE i"INDING
i f) er m.,,c, g]j l. <_.u:: in:.... i. e n..., c c T; o c.. A w r e.n.,. ne e,. sa u 2 3vr or,u...i ui,v.iu,. 6. 3 i n ui.n t !G-14 [5?y,-) 6) Mid '.a.n d __ D. A v oit ou ,ji.\\'burme.; .t .. i, A n. o g, i r. vi e.c. ,. i.n.c. u..a u v. 's D.S. Parher 9 / N,/ 7.', G. ilicha rd::on cont uou.ino nocvMen.
BQA:1. Annendi:- 1
1 W, FINuthG The chart is incorrect.. The 1.Ft:C haa been chanc.cd r.J ice the laut revinien in the chart. i t, ri U C o v M E r. O E Q A C T e Q te n. Initiate an amendT.ent to the ::idland EQMi, Appendix 1, providin;; the ter uired 9 CorrCClionS. i i1 Sche E OubE D CO M PLCTiON D AT L 62 N C 5PO P.b6 t.6 64 T v F C H C Q s. H C CTiV E A CTiO N 10/1/76 PQAE
(Ref. IOM J. M. Klacking to B. D. Hackney, HQA-792) tw O A s t Co m an.L i bu i s. u e M a r T c o e. v u s.vC N biso 6L A u T o '.. T v t u. C o 8 8 84 6 C l i v A 4 7.' e r. /.f 7 7h (.% [ M* # (^CCCPT T O l riot ACCi rTCnl j gag i t. V C se i F ic A f s o m A CT i o r.s ci v p'a si a e. aM plt qE N r A vice. u A 'r C } ACC E PTCn l pact 4 CCLP FCn g 9. Di'af winu t iote tXC 2CA!1 Cluut GS9 01 z==..
? @,,- G\\DLii'i At3Cli MllG != del.% *"" e I l 5/19/76 - 6/1/76 ~ a......a i.. If.TC~,'...,.J.Tr " --- -- - " ],,.";7 R.7, - }y,,,, -~ idlani i f.: 2 Constru< tion [] =--'a R. T. Stojkov 4.... 7,..,7.. g 9-2-P-1 7 nacument Contrn1./ Field A. BoSn SF/ PSP Yk, Rev. 1, Para 3.2.2.1'&,5.0 ~ ~ ~ Para. 3 2.2.1 ctatec: Prints of new Engineering Drawings and revisions cha11 be distributed in accordance with the Drnving Distribution List. Old drawings vill be destroyerl br marked. void in accordance with Paragraph 5 0." Para. 5 0 states in part: ---the Docum:nt Controller is responciblo for removing and replacing superet:ded prints on the office sticks." f.....a The following drawings vore found in the field on the sticks listed, but distribution to those sticke vac not noted'on the Drawing Control Cards. ( ) Continued on Page 2 v 1. Revice/ update the Master Distribut:.on List 2. Perform rc' view of Drcving Control cards and drawing sticks,'and bring them into agree =ent 3 Remove superceded drawings from the field or mark then void. 28/31/76 Project Superintendent .3 1. Revised / updated the Master Distribution List ef fective 7/14/76. 2. Pullback audit performed to bring new distribution, control cards, and sticks into agreement. 3. Pulled back superseded drawings from the field and stamped void or destroyed. ..~.... .....m. 2 n 9/2/76 /W d - -.................... g Cn ,7 Wu3 ' !e loft m 76 t_ ....__...I...1..
Ill';ck 11 Conf.inur :t ,m ) Dr:x!nN Sttek kv' 7220-C-95 liev. 1 Of fi ce JO, Sur'.cy, h *nider.t Engineer 7220-C-164, nev. 0 Orrier: J2 7220-C-El5, Rev. It Offic's dl, Offico !2, Curvey, Aux. J1. l 7220-E-527, Ihv. 2 Aux. fl 7220-E-539 Rev. 6 survey, qc, Aux. ;;':1, Aux. //3 7223-E-651, Rev. 1 Offlec 12, QC 7223-M-613 f".it 3, Rev. h Office /1, Office //2 7220-M-619 Sht 1, Rev. 1 Office J-1, Office J2 7220-M-656 Cht 2h,' Ecv. 2 Offi::e 11 The following drawinca vere e.arked on thtzir Drawing Control Card ar, being distributed to the st, inks listed, but vere not fodnd on thcce e, ticks. Drawing Stick 7220-C-lEl, Rev. O Resident Engineer 6 7220-C-323, Rev. k Loiler nker:: 7223-E-527, Rev. 6 Electrical Shr.ek The follow.Inc cuperceded drawings were found on the r.tickn listed, but vere not, marked void. Dravin3 Sti: k 7220-C 04, itev. 3 Q.; 7223-E-527, Rev. 1 Office.22 R i 1 / y s a e s 9 S em,
~ ,,,r 3........ dl QUAUTY AUDliFEDMG 0-"-" ...... /19/76-6/1/76 5 (_ ky ~f, p -...~;m.,.,:.ic-. g.... hidland 1 & 2 Job 7220 Gquatruction O. " ...g d...._J.g.dwe s, 7. t.?Jk a
7............ 9-2-P 1 8 Document Control A. Nn SF/ PSP M. Rev. 1 Parenrath 1.2.2.2 f 1 Para 3 2.2.2 states: - A controlled copy shall be placed at a designated arca for a period of threa vorking days'for review by designated engineers and superintendents who ackno'vledge revisv by si nin6 the New Drawing Sign-Off Sheet." 6 Engineers and Superintendents who' review drawings at the review table are not si ning the 6 N;w Drawin6 Sign-Off Sheet. In accordance with paragraph 3 2.2 3 another copy of the New Drawing Sign-Off Sheet is ng routed to. designated Engineers and Superintendents with an additional print of the drawing. This copy is being signed. Remove the redundant requirement of Ec6 neer'and Superintendent sign-off of the Rev Drawin6 1 Sign-Off Sheet at the review table. ~ "T/16/76 PFQCF. $'dtk - G b 9-/'/" 7,A, g.. m.............. Field Revision Request #12 sent to SFH0, June 16,1976 for action. Mf9$P C. '2. l, Ni.o Ib)CcR(M?km04, CalEWegsf'. Ae.3tofd M;07 g33o Q Mtslw c. ..........,...~......;..,.... h */?- f G k~7 Y f. ...........b...........wf. f ,y 2... Ik... Q - - -\\ C }.. ]lc - - ~ ~ ~ ~ - -
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~ - - - Construc tion Oa <= G.11a1 drop ..i.d..l.a..nd._Uol.ts L.. 3 7 il/A 1' Calibration Pecords J. Connolly SF/P_SP #13 Rev. 0 SF/ PSP #13, paragraph 2.0 states: "The Project Field Quality Control Engineer is responsible for... approving calibration laboratories selected by the Project Field Engineer." Bechtel letters from T. C. Valenzano to J. P. Connolly of 12-30-75 and J. F. flewgen to J. P. Connolly of 2-3-76 listed a total of ten (10) authorized cal'ibration facilities. Contrary to the above, the PFOCE has approved only five (5) of the ten (10) authcrized facilities. c 3,, c.) g;j Q t m q:! 5 J 3, ) M' q.3 (~X L j 'x v
' '~# CECHiEL, i-O.../ St so.1/. s...... L) m ....,.......=:.. pe5c3y-1. Datermine all laboratories currently in use. l q , n r. .E. .d. 2. Take appropriate approval action for those laboratories.
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-- nt.n.g..,...v: re. :=., . r...... u - "9/15/76 PFQCE i ~ v- } Laboratories doing calibration activitics for the flidland Project have been surveyed'--! and accepted by the PFQCE in accordance with S/F PSP G-4.1 Para 2.2.4., Acceptance. -- ; Records are on file in the QC Vault. I I 6 ;., -} "...,...!. { I 4' c.=Y h. dri =W=m. " ~-=='~--- n 2......... [. ~'" ~ ~ = ~ ~
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I ( 116 516-1-3) 1V. /.. QlDuf'l.Qii0lTF130 dig ,.. ~ ~ July 8,1976 ,i ft/A '() p.. l a...,..........,.... .....,L... y,,,,, f. land Units 1 & 2 Construction 0.- G. Waldrop w...... 'il/A 1 a,2 ' Calibration Records 'H. Foster /J. Connolh 'FIP G-4 Rev. 6
"A Pro.iect Special Provisions GC I!otice shall'b'e developed for'each project in accordance with FIP G-1 to present a detailed procram for ac.complishing tha specific requirements of this procedure." FIP G A paragraph 2.1 states: "The PFCCE shall review purchase order d'ocuments and survey prospective laboratories to ascertain their cbility to comply with the specified requirements. Acceptance of misurino and testing equipment at the jobsite shall require equipment inspec-tion and documer.c review by e Quality Control Engineers. g. Contrary to the above, SF/ PSP #13 does not include pr5 visions for acceptance insoection or survey of prospective calibration laboratories. These tasks are not currently being pcomplishedatthissite. i.. g. J, 't; p g S- } M-, e-( .g . D...; j ),. ; g e. -. u e. r., ./ ... e s' r~" OC i 1310/6 P.ECH1E!.' e.ca. .cu. E.3*inLT cte U. ~'- 1. Revise SF/ PSP #13 to address these tasks. ] OA .o _ E, 5' 2. Upon completion of the revision, take steps to implement these provisions,.7#, lJ;) Ln. 5 ' t.:wr ',n'c. [...,......................... . m.............. g 9/15/76 PFOCE i i o i i i PSP G-4.1 has ' incorporated the above stated requirements. Calibration laboratories currently in use by the flidland Project have been surveyed and accepted by the PFQCE'.._ j Acceptance, Records are in the QC Vault. j l g in accordance with PSP G-4.1 Para. 2.2.4. f} q, Ur.-.r.... . ;. N.AO..,........ .d"lm.j9.fl. "('O l l ~.'. <,'*Q (I f 3 u ht 7-~"= =r~ ,/jNg.~ =~.e: ..- w v / to -yo.pc __ -._.aQy,__,4-d a"
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h l... July 8,1976 ff,=;R r--- ,, ~...., g,,,,,, ,3td); tad _ Units _]_7J 2 Construction O--*= G._ pal drop rl/A l' Calibration Records J. Connolly SF/ PSP #13 Rev. 0 7,..,.... SF/ PSP #13, paragraph 2.0 states: "The Project Field Quality Control Engineer is responsible for... approvino calibration laboratories selected by the Project Field Engineer." Bechtel letters from T. C. Valenzano to J. P. Connolly of 12-30-75 and J. F. !!ewgen to J. P. Connolly of 2-3-76 listed a total of ten (10) authorized caTibration facilities. Contrary to the above, the PFOCE has approved only five (5) of the ten (10) authorized facilities. CONSUMERS POWER COMPANY g'.5-8C U PR O kbkj h b f ~~f NOV171976 1 OCT 10 N6 ,~" CEChiEL F U '/ M sC 1,>. FIELD QUALITY ASSURANCE F 1 7 ..0 MIDLAND, MICHIGAN m p....,....-, pecorrxenced-- ~ 1. Octermine all laboratories currently in use. l 0.'. .o 2. Take ar.oropriate approval action for those laboratories. i:'Ana
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.I. ova i l [, l "9/15/76 FOCE .r. j i Laboratories doing calibration activities for the itidland Project have been surveyed and accepted by the PFQCE in accordance with S/F PSP G-4.1 Para. 2.2.4. Acceptance -i Records are on file in the QC Vault. -...-..._.i..__'g
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'.$h ( qf. 0.UXM1 JtU0li E!Dn b 8 2.'...u July 8,1976 f' ~) ,il/A U g.,,,, p."".Z y ;...,..~.2, rT.m. Construction O. -... G. Waldrop t,...and Units 1 & 2 't!/A 1&2 ' Calibration Records 'H. Fos ter/J. Connoll3 ' SF/ PSP #13 Rev. 0 'FIP G-4 Rev. 6 c. "A Project Special Provisions GC !!otice shall b'e developed FIP G-4 paragraph 3.1 states: for~cach project in accordance with FIP G-1 to present a detailed program for accomplishing - tha specific requirements of this procedure." FIP G A paragraph 2.1 states: "The PFOCE shall review purchase order documents and survey prospective laboratories to ascertain their ability to comply with the specified requirements. Acceptance of measurina and testing equipment at the jobsite shall require equipment inspec-tion and document review by the Quality Control Engineers." Contrary to the above, SF/ PSP !l3 does not include provisions for acceptance insoection or survey of prospective calibration laboratories. These tasks are not currently being accomplished at this site. ')I!$[:.[.i,N D J h, . w\\.,;.: - i.g. d, .,' ~# ' 'S' OC 1 3 U/3 i f.ECHlEL' A.A a .Cu. J L a 's ;. un se o..a..e a ue a ~ 1. Revise SF/ PSP 413 to address these tasks. l oA a o Upon complet)'n of the revision, take steps to implement these provisions. N ,I 'l 2. j tor.: ' jd av,t R j i .' n' c. l ,7 f...,..z....,.................. i,,.... g b 9 PFOCE .,/15/76 i l PSP b-4.' t.;.:, ' incorporated the above stated requirements. Calibration laboratories ' -l currently in use by the flidland Project have been surveyed and accepted by the PFQCE in accordance with PSP G-4.1 Para. 2.2.4. Acceptance. Records are in the QC Vault. [j __ i (% ) U ....: = T :"(, 9..,,...... h......... !... 8.d...b.b...b.b,..... '. fo -2 0.pt -,2 G M 4. f l f y ~ a n s ee.,,e,
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' Calibration Laboratory f7/ ' R. fliven/H. Foster ...... _... ~...................-...... 'FIP G-4 Rev. 6 BOAM-5440. Rev. 1 I G-4, paranraph 3.2.2 states: "To assure accuracy, Inspection, ffeasurino and Test equipment shall be controlled, calibrated, adjusted and maintained at prescribed intervals or prior to use against certified equipment having known valid relationships to nationally reconnized standards". FIP G-4, paraaraoh 3.9. 3 states: "Ifeasuring and test equipment being controlled for quality verification and acceptance shall be recorded on an couipment list." FIP G-4, paracraph 3.2.5 states: "The equipment list...or the checkout record...shall provide a recall notification for removino equipment from service prior to its calibration expiration date." FIP G-4 Appendix A, Block No.18 states: " Enter data. pertinent to the item,,i.e., date item was retired from service." I purpose of the equipment list isito provide a list of equipment currently 'being controlled for acceptance of G-list items. Contrary to the above, the followine was noted: 1. Simpson Meter BPC-E289 is listed on the equipment list and is on pamanent issue to (3 Electrical..for Non-Q use. Its calibration interval is six months, and it was 1ast ( jcalibratdd 7-14-75. E Pressure Gauce BPC-f t49 is listed on the equipment list'and is on permanent issue for use in a temocrary water systehl. Its calibration interval is 3 months, and it was last calibrated on 12-4-74. .,....... ~,... Recommended 1. Recall RPC-E289 and BPC-it49 for calibration or correct the equipment list to show that the equipment is not' being. controlled. 2. Review the eouipment list anainst the issue cards and recall or correct the list for all items found to be outside their calibration period or being used where calibration will not be required when it expires. m... " 8/15/76 " PFOCE .....u.............. .l. The two instruments BPC E-289 and BPC M-49 have been recalled and equipment list has been changed to reflect the current status of the instruments. 2. The' equipment list has been reviewe'd acainst trie issued cards. Corrections and de-letions have been made to reflect the current status of the equipment in simila - categorties as mentioned in the audit findings. " d..i,. r...w.". =.-...edy P/W6 p......-ze76 - ~ ' - - - - " - ~ " ~ " " t ._._--.r.-. 1 MM
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. A,..g O U['[ SUb}5 f! }0})ib y'3 July 8,1976 j H/A i ^:;,7..........,...... a.,,. Midland Units 1 & 2 . Construction O.-- - G. Waldrop . ~...... N/A 6 Calibration Laboratory R. Fliven "FIP G-4 Rev. 1 BOAM - 5440. Rev. 1 FIP G-4 paracraph 3.2.4 states: "The checkout record shall display the name of the user, dates of withdrawal and return, identification of the system or component being tested, date of calibration expiration and information for required maintenance." t [o trary to the forecoina, five (5) pressure gauges were found issued without the name of the p:rson to whom issued shown. G La s(2) pressure cauces were found to have been used for ASME Section III piping tests wit ystem, component or test number indicated on the checkout record. The pressure gauces were BPC-li61, BPC-M1251. BPC-M1252,'BPC-M1254, BPC-M1256, BPC-M1089 and BPC-M1116. g..............- Kecommencea 1. Correct the issue cards (Calibration Certification Records) for these gauges. 2. Review the Calibration Certification Records card file and make corrections as found. i 8/15/76 Project Superintendent See IOM 0~-1128 dated 8/2/76 from J. F. tiewgen (copy attached) p t -,.....J... " J. F. Hennen..............-.......,....h..gphJM l @p h(( a T~~]))}});.f} d' ~ "Qgg +T'--
i u a a .-~ ..a.. \\ C). Bechtel PowerCorporation v Interoffice Mmorandum 4 G. L. Richardson com August.2, 1976 wJob 7220 !*ddland Project J. F. ?intgen QAF H 8, n 9, 120 & 122 0-H28 Constnytion Midland, Michi an C J. P. Conno u y \\ The following corrective action has been taken in respanse to the subject Quality Audit Findings: Q.A.F. n 8; Check-out record cards have been correcto1 to include ASIE Section III hydro test identification numbers. Signatures vero obtained on check-out reord cards for the five pressure cauges. All check.-out record cards vere reviewed to insure required inCor:stion.is recorded.- V). Q.A.F. n 9; The records have been corrected for micreacter BPC-I265 to reficct corrcet calibration due date. Q.A.F. 120; FPG 4 is currently being revised. The f.illot.-ins will be added to the last sentence of paragrap' 5.l-C of t FPG h. "They nico chan. provide in the
Q.A.F. 122; R. Hiven has received instruction on FPG 't and FIM G-4 on 7-14-76. This training session, BT-5.',' has been documented in his training records. If additional inforre.ation is required, please advise. W l.. /su, ~ <c.,J. F. He.rcen ar/MT/skd
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.. -... ~ 'FIP G-4 Rev. 6 FPG-4 Rev. 2 TIP G-4 paracraph 3.2.6 states: "A calibration label is required to be affixed to each piece of measuring and test equipment which displays the date of certification...." FPG-4 paragraph 2.3.2, b states: "The calibrations Certification Record for that instrument mus be properly noted civina:... 2) Ca.ibration date and calibration due date (expiration date)." .,. ~. Contrary to the forecoing, one instrument of seven checked was found to have a calibration label affixed which showed a different calibration date aid due date than was shown on the /~^jbration Certification Record Card. The instrument was micrometer BPC-M265. Ll.. -g .........- KTcWSE5c~ed Y. Determine the correct calibration date and due date and bring the records and label' for BPC-M265 into aareement. "8/1/76 Pro.iect Superintendent o Se2 IOM 0-1128 dated 8/2/76 from J. F. Newgen (copy attached) Q d
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G.. m, O ~ Bechtel PowerCorporation L.) ~ i Interoffice M?morandum Augu:t 2, 1976 h G. L. Richardson' caw J. F. Jiawgen % Job 7220 !.itdland Project QAF n8, n 9, 120 & 122 0-H2B Constriction o, MidlawI,1tichice.n coo m 4 J. P. Conno n y The fonowing corrective action has been taken in rec.onse to the subject Quality Audit Finding : Q.A.F. n8; Check-out record cards have been correct--I to include AS!E Section I n hydro test identificatiria numbers. Signatures were obtained on check-out re ord cards for the five pressure causes. All chech out record cards were reviewed to insure required iMormation is recorded. bi Q.A.F. H 9; The records have been corrected for tierriteter EPC-I265 V to reflect correct calibration due date. Q.A.F. 120; FPG 4'is currently being revised. The following win be added to the last centence of paraCra.'i'i 5.4-C of FPG h. "They cleo chall provide in the
roccived instrument readings prior to cc.'.ibration adjust-sent." Q.A.F. 122; R. IIiven has received instruction on FPG i er.d FEI G-4 on 7-14-76. This training session, BT-fr'e, has been documented in his training records. If additional infornation is required, please advice. 21.s. " p,4s J. F. 1:cucen Jaf/Eint/skd ,.yite i ij-l'7 i.f#?55 V 'l;f7. "Nle., ;;i ;.,l1).) . h...' ~ i, p.t ., if. f ,1 r ' .w '" ' [.ij W,;i lU s r li. * !.'.7, COP P. O
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fl/A 10 Enlibratinn Inhnraenev p....................................... FTP G 4 Rev. A pnma.c;agn pov. 1 FIP G-4 paraqraph 3.2.7 and BOAM-5460 both state: "When discrepancies in the test equipment are found during accuracy verification, the certifying agency shall be required to identify the discrepancies on the eouipment test records and notify the PFOCE." f j,.x. A review of seven (7) purchase orders for calibration services did not produce objective evidence that calibration facilities are directed. to provide "as-received" data on test equipment sent to them for calibration. ( FNG-4 revision 2 does not address this subject. x~ ~ Purchase orders reviewed were F-4513, F-4561, F-4569, F-4572, F-4575, F-4576 and F-4579. ............... Recommended l 1. Revise procedure FPG-4 to require as received information to be returned to Bechtel for instruments sent off site, = g................ 8/15/76 Pro.iect Superintendent See IOM 0-1128 dated 8/2/76 from J. F. Newgen (copy attached) ./ wha?b,//.:y ^ C ...f/~9f_ ?f. (s TT
.p q. Bechtel1-bwerCorporation ' A) ( Interoffice M?morandum s G.L.Richardbon 7' om August :2,1976 smJob 7220 !!idland Project J. F. 3ftwcen . QAF 118 119, 120 & 122 3 0-1120 Constr": tion , cw ie Midlan1, Michigan J. P.' Connolly The following corrective action has been taken in res.*onse to the subject Quality Audit Findings: Q.A.F. 118; Check-out record cards have been correctal to include ASIE Section III h'/dro test identificatio1 numbcrc. Signatures vere obtained on chech-out rer >rd cards for the five pressure causes. All check -)ut record cards were revicued to insure required LtCormation is recorded. Q.A.F. 119; The records'have been corrected for micr..r.eter DPC-I-265 to reflect correct calibration duc date. Q.A.F. 120; FPG-4 is currently being revised. The fillowing,wili p be added to the last sentence of parscre.p't 5.lsii of FPG 4 "They also shal1 provide in the ~: port the as-1 received instrument readings prior to cr..Lbration adjust-r.ent.". Q.A.F. 122; 'R. Niven has roccived instruction on FPG i and FIM G-h on 7-14-76. This training session, BT-F, has been documented in his training records. l 'If additional information is required, please advisc. ?. ,es.- 4:,,J.F.Neugen [a-Jnt/mm/ska ,R,f((,y*i!j!(;.]'.'5$1 f 'i .,s,!! -. p- .. i t. ' ~ ", . L:s 7. w....y. ciig,1, P/,nYr:I CORP. . y
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m. m.-- 3 g g g...... (f QU.%c.w 3.UDb~ rihp n 'cq 121(16-1-3) g; u 4-1........ July 8, 1976 nr:u. ..MJTf3=;,nn.. ('M/A i g...,. p..... Midland Units 1 & 2 Cons truc tion LL.m. r,. Waldrop p....... N/A 14 _ _ _ __ Ocality Control H. Fos ter/J. Conno' 'FIP G-4 Rev. 6 FIP G 4 paragraoh 2.1 states: "The PFPCE in crordinatio'n with the Subcnntracts kdministrator shall assure that.iobsite Subcontractors measurinn and test equir.mant is selected and controllet in a manner equivalent to that r'escribed in this precedure." r- 'h# % i pd-OCT 0 61976 CECHTEL POWER CORP. JOB 7220 wu) m ,7...... ere is no ob.iective evidence that an evaluation of subcontractor IM & T Ecuiprent is Duality Control cnnsiders the review vana by the Ouality Ennineer to determine the e. .ceptability of subcnntractor OA Prograns to be suff.icient, hetiever, the CE statts that subcontractor crocrams are not reviewed to FIN recuirer:ents, j {N og l2'e !! e i
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/ '.,.............. Rccc.rcnded ~ ~ ~ ~ - - ~ ~ ~ ~ ~ ~ - - ~ DN ~~ f l Obtain clarification of this requirement from OC Mananement and take action's-as-necessa' based on this clarification. --'----l t ~ TELE ---. -.l J - \\ 3 1 g......... <..e. m.- 8/15/76 l" PFOCE I ) L. w.... l SF/ PSP G-4.1 supersedes FIP G-4. PSP G-4.1 Para. 2.2 requires the PFQCE to maintain sur-y;illance over subcontractors activities to assure that measurino and test equinment is selected and controlled in accordance with their approved QA Manual. l. ........ ar.rce..v.= w- - ----~ ~ ----- 10-6 '.L>
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,..re:d:.;m, N/A ' ' "b * ' i-l ' : t,. d [I S "3= f. 7 f rnets_tructinn b '"**
_}{j dl and If p,ts I ,m. r ff/A ?!/3 ral i h,.a r inn p,p_c n r& y 'p.,1 4 + n f '1 canrd. _.,.. w................................ FIG-16 Pev. A FP1 G n Rev. O ..m... FIG-1,6, paragraph 2.0 states: "The purpose of this procedure is to establish a program which assures that... ' personnel involved in 0-listed construction on the ttidland Prn. ject... receive training... to support them in the execution of the.ir work activities." FIP G-8 paraaraph 7.1 states: "A continuous trainina program shall'be employed at the jobsite covering orientation and. indoctrination, Quality Control proce'dures and methods, and supplementary QA/QC technical training." L'~ " Training for the responsible Quality Control Encineers has been conducted for FUt G-4 and SF/ PSP #13, but not for FPG-4. Traininq records do not show evidence of formal' training of'the Calibration Laboratory Technician in FPG-4 or FUt G-4. (nv) s Red...mi J ~ Based on the number of findinns~ resulting from this audit, training should be conducted for all personnel with Ill & T responsibilities, to cover the above procedures and to emphasize the corrective actions taken. ,g.... .....................w...... _Pdg6 ProinctSunerintendentandPM.,E g , John Spence has received one hour trainino from J. R. Behres, Lead Pipe /'!ech. C Enoineer to the requirements of FD1 G-4 PSP #13 and FPG-4 as he will be doina the surveillance of the lab. ^ Wib ")fl. a i L; f)q.u.,q ~ 1__._ 7-#M_ n
v' N Oht.117AUDiIED30 dig I22 N 4 -3 /N July 8,1976 v) i-l ft/A r m,..........,..... c.e. Midland thitt 17.7 .cnnetenetinn H.a.l.d r0 n C M/A fl/A calibratinn Poenrde v ' pol i tn /.1 enn d FIG-16 pov. 4 FTM G A Rev. 0 ~ FIG-16, paragraph 2.0 states: "The purpose of this procedure is to establish a program which assures that... ' personnel involved in 0-listed construction on the Midland Pro.iect... recei.ve training... to support them in the exe' ution of their work activities." c FIP G-8 paragraph 7.1 states: "A continuous training proaram shall be employed at the jobsite covering orientation and indoctrination, Quality Control procedures and methods, and supplementary QA/QC technical traininn." Training for the responsible Quality Control Engineers has been conducted for FIM G-4 and SF/ PSP #13, but not for FPG-4. O Training records do noti show evidence of formal training of'the Calibration I.aboratory b ei:hnician in FPG-4 or FIM G-4 T .... -........... h.....m i J Based on the number of findings resulting from this audit, training should be condu'cted for all personnel with IM & T responsibilities, to cover the above procedures and to emphasize the corrective ac.tions taken. 8/15/76 DrojectSuperintenden_hndPFOCE g................... _a See IOM 0-1128 dated 8/2/76 frem J. F. flewgen (copy attached) O
( =4 /// f
p p.., s. b Bechtel PcwerCorporation Ul, interoffice M?morandum 4 G. L. Richardson om August .2, 1976 swJob 7220 Midland Project J. F. )!!wcon QAF H 8, H 9, 120 & 122 ,-1128 Const2rntion 0 1 Midlanet, Michigan J. P. Connolly ? P The following corrective action has been taken in res;onse to the subject Quality Audit Findings: . Q.A.F. H8; Check-out record cards have been correct. I to include AS!E Section III hydro test identificatiia numbers. Signatures were obtaiiicd on check-out rce 3rd cards for the five pressure gauges. All chech -)ut record cards were reviewed to insure required information is recorded. Q.A.F. H 9; The records haire been corrected for micri'..eter EFC-!.265 s ) to reflect correct calibration.duc date. ~ Q.A.F. 120; FPG-k is currently being revised. The following win be added to the last sentence of paraGrt.F15.4-c of FPG-4. "They also shall provide in the
Q.A.F. 122; R. Ilivcn has roccived instruction on FPG 's and FIM 0-4 on 7-14-76. This training :..:ssion, BT-F, has been i documented in his training records. If additional inforr.ation is required, please advice. 1 )L t. " [4L J. F. Ecucen- .s JFN/grg/skd m,n) . c m.. h Q ' f O l t.'. I ., j sf + '",. i j ' {g 9,
[" .q n. :.:.a n. e LQ 2-An.(d. \\ 4 ,e.- e---
v-
g. g...,.,,.~. [d a 12]N6-1-0 L13b'"'.l\\.1d"' ~ a.2O P 1 TV 2 l._...... t July 8, 1976 5P"- l !!/A .e.==.r.: p.m=r--- ~7.;-. p= - - Midland Units 1 & 2 Cons truc tion LJa <- G. Waldroo N/A 14 Ocalitv Control H. Foster /J. Connel FIP G.4 Rev r, ~~- .n...... FIP G 4 parscranh 2.1 states: "The PFOCE in crordination with the Subcontracts dainis tra tor shall assure that.iohsite Subcontractors reasurina and test equirmont.is selected and controllet in a manner couivalent to that c'escribed in this procedure." &c-y; ; 7 p
nQ
I 3 .O OCT061976 CECHTEL POWER CORP. JO3 7220 dD ' ere is no obiective evider.cc that an evaluation of subcontractor IM S T Ecuinnent is s Cuality Centrol considers the review dam by the Ouality Encincer to determine the e. .ceptability of subcontractors CA Prograns to be sufficient however, the CE statcJL, that subcontractor crocrans are not reviewed to FIM reouiresents. I ' ~ ~ ' QA
'i d civil 'i----- 1 f'El$f,~ '- -~f~.~ I EWm. s -
Recoadnded Y ' - ~ ~ ~~ fA$ Obtain clarification of this recuirement from OC Mananement and take actienmecessa based on this clarificatien. I f-~~ --- -l l' --- J- - s s i~RLE ,\\ ). - l {'.............iw.. 1"-*''*--'''''- 8/15/76 j...........,..... i PFOCE g
PSP G-4.1 Para. 2.2 requires the PFQCE to naintain sur-I veillance over subcontractors activities to assure that measurina and test equipment is elected and controlled in accordance with their approved QA Manual. 1
.c.v;m:.v.=. :..:.m. '::.= ~ --- -- -~ ~~- -~~ /0-6 ~h C -Q'-a u'..,4 & ]-)c M E_ ~~v~ .........h.......,....? . ff.,.. / m:. - - - a
T ,\\r .d'.4. R1 'I a O...i...., l.r. i; w.. 0,. a s..e.- '. i f cz.- "r13/1L; 3 n
o u...,. .. a.. . 2 6. .o.. ...r...., [ ..'/ \\ n N.y) 19/9/76 9 r........ !s i .,i.! n /A l......... w,,,,, Midland 1 7. E Job 7 R1 s Ccus 7.dien .. B. T. Sto,ikov -~a= i..:. i n =. - ~ --- -- l........... 13-1.5-P-1 l*Iten 3 l' n.c. '!.'ul : !. Pareco j ...............s...,..............<. BOAM ASME III. P.ev. 2. Para'.n.r.h 5233 Paragraph 5233 str.t:s in par - "nual ifica :. :01 rac'.n:3. includina the recer.p]. cf J y levcl III subcontractor perscr.rel is on 'ile at 'he jobsi'. 3 29- . tire.iccet'ed c,nd shall have lei'Th 'O{. W(,{u(i by a Level III individual wibin MF J. MS." (f "4 c OCT 181976 BECHTEL POWER CORP. 103 72*O m _ _ _.. ~. _.. There are no trar.smi-tal lcttcr; cr..fil: conf" in:1 ti f OS i. cycl III indi e: fu:1 re'!iew /7d accepta i:e of th: q';alific1 tion rccords c.? '.n failco. irs subcontr:@cr certoar.el: 1 i ? / H A. Courtr.cy r J. N. Faricy !c% .I K. Kiniand o Ro frE s 'i l S. A. Snith ..... i 1 ' c:/ = l 4 I C.'/i!. 3 4 _J o.._. u.'. :. l ,4...g --- r - g w. ...e m .. e .s s....m.a. s....e ed esasa. P- .s.azr.J r s - a. as- ' s-- ..J a.. s. ? os s. mss.a
ha.v.y.s. e a 4as a.mn _. l I;. *C F ,0..'-_._'..._...__ Obtain and olace ir file the rer.Jirce! trtnri!..-' letterr,4rca M i .S for U;a :u.Sc ntrac' tor,' -- personnel listed d: rte. -~ t.n. - '.-....___.1. ,...... ::.~;;*.:: :,-'n ' ~ - - -},........;::................, ' ' - " ' ' ~ ~ ~ ~ - ~ ~ - ~ ~ ~ ~ 1O/14/ l .... J..T J.i"......... '0. i n
i
== PAQS trans:aittal of Level III review and approval for the subject Personnel Qualification has hen received. f Trans:sittals (letter file No. KDW-96-01 and KDW-96-06) have been placed in the cppropriat< Vault files. ..m.=... ::- -~; :.......... ;... ].... ~ 10/'15/76 i" //%g//- c'1~ M - ~ ~ ' * }
a,!.a.'. > W.n.:v.3!.0.".i g ?.....:. t" ~.~ e-> - y .w 9/9/76 ~ M....... I ** .Ll.M/ A.. ,..u.s...,. n B. T. Stojkov ,.'lidland Units 1 & 2 i Job 7-'.'O Const.ruction . ~... Ibl.5-P-1 Item 2 f 0.C. Vault '!. Pardec BQAM ASME III, Rev. 2, Para. SE33, SMT-TC-1A, P ra. A.6.2 .\\ BOAM Para. 57.33 stct:s in. p.iri:, "Subcontr:.ctor iDE persm.nci are qualified' in accordance with the requirements of 5MT-TC-1 A." SNT-TC-1 A Parc. A.6.2 lists tne inimation to.. included in th r,crsonnei record; of certified individuals. Item j of this list is the sigr.atura cf the examincr." This requirement is reiteral;c3 in subcontractor crocedurc OC-668-03, Para. 4.5, Itcu i. The Certification Statements of the foliov i:.9 52ccr. tract..r M02 pctsonac1 have not been signed by the Level III excmin2r: Examine m q,-,7,e... y. 3,,.. I a, Individual MDE I'.athod . H.. r t...t. t a, ", : v n O y t.. - ry.- .l_i, it. P. 8 i, i .,. Q.1 7,
.y1 .y w
'~ .303 77.7.') M_. NOTE: Examiner's na.r2 has cc:.. typad ir. g.cca r,icvided for sig.1ature. ,m . ~-.-.. _..m ~_,_,,,.m..._.._.-- .... -. =......... Obtain the subcontractor leve,. II,.excmir.cr's sirut':re on the Certit icatlaa :dat';,T,1,ts l ~ ~. -. -...... t noted above. ' pg.g 'g ,,D.,. _:- - _ _.. civ.i. - ~ ~- - - - "- m '.'rJ.---- " ---- T h'CE 1;..- - '10/15/76 ,...g... Referred to X-Ray Engineering for corrective action response. Responce received (PET-206-13) states that the signature appearing en the qualification racords is that of a Level III examiner. This statement appears on the recordo cupplied with the letter. hisc enclosed were Level III examiner's qualification records. These records have n plac'ed in QA Vault file. . ~. ~~ .:~~--~~--~~-'------- . :... =.r.=A.................... .2.. wjb: ',Q..C i.,.,7+ g-V 19L..r.st7s 1 ,. - ~ - - - h.. =.p - ~ - - - - ,u. a n,, b..e.. n m. _.n,a. 2 u s. s .~. r.., a w.. ~ r :-- r n~~~ ~ r.-,, m r.-m ~:,.n- : :~~: y c:. x r:. ; ;g :. ,rv.~ ~ :- -
- C.51 l'Al:7 2 Ale /A;; 4 . g 48 'E' QUALITY AG3Ui " f 4CC FINDING
1 1 Acc o,- ,no n cT,o., A,. r M s n r,1.o r-u u, 2. T v i o A v...m.u. v o u. A u c t a r r.c c t,3 l > ^ u"" r> c a '. rc >fi/ 5 [f g A.,),{ ry MidIand QA !!an.. -e?:ea t aiu.o r3 i l c. A voii o n.
'r. uurowCow... E.V. O':cill (!;VO-1) 9/15/7G J. Vociu a
FPC-9, Ecv. 4, Pa ra. 13.7 -(FMR Revistons) ( G. N E o u t er f.Mi;M T S The revision of requisitians is accomplished with re.cubainulon of .,n F:t:t r,f ving the revised data and attach.aant:. au required. The requisition r.uuber shall correspend uith the requisition....uith the addi tion of c suf ff: cdded to indiccte the chent,0-~"' scquence, "Rev. 1" bein; the 21rst change, "Rev.'2" second, etc. j A i j y
'.1 ~- a.--- l.....-..!
1 uq 3 ,. r i n o N c. ...._g..--,- Tdo of four requisitions revie ecd, which 1.ad been recently revised, wtNdgntif.ich-- with "lotter" revisiens, rather than "nu.'crical" revisionn. Ecferenec C2U51-A' i (P0 7220-1555G C, Rev. 1): CA 3070 D (Po r13614 Q, r.ev. 3); CA 3083-1 NO y p4 W Q',- ~ 3 Rev. 1) and CA 3097-1 (F1/905 Q, Rev. 1). C_ - _i, _. e i g..,____. 7 j-; 4 it. N CCOMM k NQCD ACT ioNis I Instruct the responsibic personnel on the requirc.nents, of the procedu-,c,.FPG-9)?,! 0 S I l '1. i. l
yl for ider.tifying the revisions to t.he requisitions. .g*.
'e; ) > 3 G o- ' i b....!)/ 3 ' [.I,hHl -!h'. J W.;f. s,Cd 8 D w. s i, scucouts o coM,Lction OA v a i:. a tspoNo s s uT v r.o n ce n escTivc 7cTioN t,_ .,/.t.- r t i 10/15/75 P.S. i s, c o n w s C T i v c A c t o e. T A m u. r. Responsitie personnel ha';2 been ins;ruttac on the c:cuire.mants of FPG-9 per paracraoh 2 of IOM #0-1174, Octo!:er 1,1976 (See Attachnent). it D A1 C COM PLL1 W i b. L u u te i t I t u
.**C N b e H LL A U T.4 Q *W t 1 Y C,J d e e. e.C T a v 6. A. I 6O N m /c'- ('n.
i t. V E niF.C/ T ION A CTiQt.S (av CIA G g Questiened tha Field Encinaars responsible for t% incorre-t FMR revision desionation as to their receipt ar.d uMerstanding of 10M r0-ll74 The Field Enoineers contacted had recaived the IOM and understcod that FM1 revisicn must be 'nudered' not lettered. i s, iMcLLMtNT A rieH q w n A T i, 9.c c r P f'L NOT A CC CI T Cl3 l M i-(C { [ } (,, q m-~.- i t, uns r uenu tion N grc 3Gitl1 LtuoleWJ 01
q a6. PART 2 AF/AS 7 43;] p'- QUALITY ASSUS NCE FINDli,G P A C t" Or i a v ui c.a ..T. rn o,t cTio E ra..v u C e.T,.u..P..t n
Q//-).-3 _. ... a u ! ' G.- 1/. t!idland QA I!:r. e,; -.:a I c. a u n.sc.u.
,. i :. < w :. r, v. H.E. Stam 9/16/76
l 4. CO N T HO kt.s es G po c o.a.8 L t. r. w c T so M. ,.H a u u 4 eN. C Y C. CUS-SN, Para. 5.1(e)
,"Iland or power u;rn brur.hing chall be done with clean utninlesn eteel Leuchen l which are......" I .. r iM o.M c Rust /o::ida f c.c.u..10n wa:, f ound 1.. mediately adjacen t te weld 37 Decay 1.t. R:w. Sys. .GCB shown on drawing :: 610 sht. 5Q. l t v. H E COM M L re Dh u a bl iO P.s '
ac described in ) GWS-SN. 2) Indoctrinate,:up;rvisica ana craft uer. of tcquirc:w,c,.. I t. SC H E DU LC D CGM PLL TIOP. D a t E
10/15/76 P.S. 1
... o. T s C o-Pu i s., i s. s u a.. n o.* n,. w..,.. A u. %... i y ... s c.... a o i v o <. c :... s 1 9 ~\\l' l 1'.i( n'
~- G c ' ' ' ".) '* * ' ^ c ' ' " ' " \\ l0. V.1 '^c \\ j w i t. v 6 H ir ic a 1.a r. a cv.u... 6.- o n C
Actions ta' an ware effective - oxide formati:n ucs rc: roved. i
GXS-S:1, Section 5,1 and the respor.sible superinten.12nts and foremen were present. e s. es t Pt.i.u t N T a T eO N ua1L (O EO D j CCEPT NOT a CCLPT4 n '44 Qw og, st. O s ST R e pu T e o se l OPC 23d71 C1001643-31
S0-3 i QUAllTY ASSUllur DISCREPANC. REPORT
1 10/7/76 , PROJECT / DEPT./ cot;TilACIOn '
, l4idland hnits I t 2 O OFFICE L G'. A. Wa l d rop
!!/A 'h er'ici Staging /.rea T. Valenzano
SF/ PSP G~-3.2, Revision 1
SF/ PSP G-0.2 in tv. a. 4.r ] states: "Det i.CR shall te r.iven a dispositio'n which is the action required to correct or resolve a no::confor:aina item." SF/ PSP G-3.2 in para. 4.6.3 sta tes: "E:ch dispositiont.d i!CR shall be reviewed... prior , to implementing tiia 'actica req;ircd...." ' 2. DISCREPAt:CY DESCalPTICts NCR-545 reported d.cnage. t<i our Polar Crz.no Gie der Support Drackets. /i though the fiCR .was n.ot, dispositiered, and iC Hold Tags were ::aarly visible, efforts were made to ' repair an area cf drage u.ing sufficient hcel to de trcy the coating in the damaged area. I
requirci::cn'.s of SI/?SP G ' to prevent rce:ur;vnce. j lit, sCitt.D UL C D cot.'.PL L TlOtJ
D AT E *:cv. 12, 1373 Project Superintendent i,
{ I 1 \\ ) 17.' D ATE C07.:LtT ED 'l lu. SUM.P III.a (tY i':: SiV?. :0 Li!,.y Ti to;;l r Y j ' U. COllllECTIVE ACilOtt VEf tle l' iiY OA;
,_ A A S (14 O/1717.: 1
U. GAOIDLill...O. e CU (ITY ASSURANCE DISCREPANCY GEPORT
PR,OJECT/C EP T./CCNTit AC TOR
IIDLAtID UtlITS 1 & 2 O OFFICE Jon G. Hook
..N/A N/A Q.C.' Files T. Lieb i lo, cot TROLL 1r;G CCCU'.:EtJT. LCCTIC;;. PAHAGtlAPif, ETC. 7220-C-208 Rev. 7. Para. 7.3.1
Samoles for accrecate testino "shall be taken as aanreoate drops from the bins or weight-hoppars... or other desigrated locations."
}nnt-ary en the ahne thinine #6r gnennM a i.< n re enc +- 3.-a enon err
l I
Issue an flCR to. cover thase samples and cercrete r" presented. 2) 0?termine acceptable _atea for tests and instruct U. S. T. cccordincly. 3) Recuire traininc on No. 2 bv U.S.T. l I l
FQCE I
t
~ ,10. COnllECTivE ACT:0:: VEttlFita ;1Y O A;. 20.UATC un 00 01.1 U 74 e
.vlan:.s.t.u. p. SD-1 1 ' ~ QUAllTV ASSU....l'C E DISCii Ei' A.'K.' ~; CI'0 i1 T c ..t. 3.;Q: oai g i 1 G-l!!-76 ..i, PflOJECT/ DEPT./CO.N T. ACICil l L FO:: r ~ HIGi:1 T' FIE'..3
i idiand Unit '2 I O 0Frice f.noeg
-GU 30 l 9. D15CU:320 v.iTH I I fl/A i ' /A l. i .".. '.'d i. T. 1ieb/ti. Krall 10, CC.*iTRO L'.;;;G C C CU.itt:T, LL. tic:., Pali ACi. APit. L. J. Shoc. 7220-C-209 Re' 1 Da r 'et ch 7 .2 ~
".. '. tvro c'elind2rs 1:11 b: c s ':c I ::. : vco C i kys, te, 2 t E.. c':.vs mM e?. 6 a t s ninety (90) day:. " k" ntrary to ;he oe:+c, cy t i *],1r ; for.,ccr ill'.( ;0;25)b '. cra brn';2 at Of., cays reth:r than DI:CR EP At:CY DESC. :PT;O:: j 'he spcCifie:' 9) e. trithe :L F-in - e.9prr vl. Projcct Ennint2 ring. It diu::1<1 be noted t tha't the dcsign %: l'. 3-2 re^uir; : riini.: s tre Mi of 5:30 psi. e t 97. dcys. This mix requirement t:35 s:et.t the .) J y 5: ' ht. 6 i
.T
.-_e_ __. :,_. i r ic t.4. n n tc: '.ed '. t th.2 s:.. ci' icd at es. 2) Pre-sent this infor:*atiar, tc F.c...'er th ir cy:1 ler. '.) Chta.n r pr; val 'ccm P.E. to Secak ~ cylinder at al t0rn:t 3 ?;c; a UM 's a!?y b; , Ullr en huIid?'.e! 0. 5 20kCntis.
. it..i' e Q:.. :.u.i. '. f.'. Cg :t it.C. ;'. C A c r i al D A1 F. 11-15 76 {, PT(M { i
k ,t
1 k k l.= b... t . U s.- O
f s. s.,:) QUALITY ASS'JMilCI O!SCREPA::C) -:: PORT 1 ISSUE DATE ( 10.s.1. rb.._ a PROJECi/CEPI./CO:lir:ACiud 2. I' Oil.i Ol' Ci;1Glil Ficid j 5. QA0 iNLi'leLO C): qct li 'Offica i U 0 _H3k !!idland Units 1 f 2 i l6 WO:in PLAtt DAi! '7. C;;ECALIST ITE'; 0. '..!;ERE FCC:4D j 9. DISCUI5LO it.iti
I'/.1 0. . '/ault i T I7,5/.it. ca. a r
7220-C-211. Fev. 2, Para. 5.S.2
"futerial delivered to th.- iobsite.'cr use n s truct iral br ';?ill c'ni_i'a ~ visually imrected. ard tec ted in 7.n-rdana
Structural brck.*ill mate:ial ecs Olivarad in the sit n 3 nv. 3 ;._1 m :: 7-ar.d Sep t.15. There u:r? no tuts no-forre?:8 fo r th'i e re ta ti;d _th,t w e 4.Lt,>1t.s d liOTE: Recc:-cs ;cr reccic+ of s ?.rnern-al hn':till am kent bvh ; pi,-:3ajtico decartroents. T.'- r e i s no n s i t :iz e s n ten i n t's e by i m n r r c t e.. i.n s u re s tnp._l.u_f.o r each days delive.". "nce. ln ic. ali qf 1976 < cre ch:: %d. 13. RECC::::E.';0E0 C. :.lECTI'iE e.CTIC:; 11 1<wa n., ? w 4e u.: -... en..: c. u w a _,u gj.y ; _ w p ;_$._.zg,
14 SDIEULLEu Cc:'.LTIU;; ',I S. C.Pu;.51GILli Y 4 0;; Cu./:i.u,u E,C i lU i DATT11figj7p, ppgc:.. =_
,A.b 7 DATE C0: LETc in. EJ4tTIEC, ;;Y P sc0:is!; LE /UT!c.RITY =
.D i"I OE: ' ? f'. DATE liisc 1:<. 'i/i a :i'l ee==e. ..eg.
i. QUAL'TY Ar'. 'sNCE IJISCHCP/ f T REl%1T t)ADR-l?S 1 7.~is:,UtuAlu
_2My_20,,1976
Midland Units I fi 2 O orFicE p G. WonK PLAN DATE I 7. ctwc. List ITEM G. A. b.'al d rno U. WHLhE FOUNO
cnn eif,1c,q.ti an 7270-N-?O! Rev. 7 Snecificnien 7220-G-3 Rev. 3
" Carbon steel piping that is to be installed within the containment sht.ll be coated in cccordance with specification 7220-G-3, Svstem "A". All other pipir.q shall be painted with red lead primcF or equivalent 9 to provide temocrary corrosion protection dt. ring shipr.:ent and storage." 1 l
<-n < ~,,,,,1j,ht m very h.y.n,. ncticulaalLe s me eLMJmda ta n1a t 2s 'amples of scools are_2GC-150-5617-3-3. MGC-123-5617-B-2. CH3C-21-?519-6-1 BC-101 -5619-7-2. CH3C ~1-5619-0-1,14BC-131 -5615-9-3 ano l!!BC-316-5516-7-3. { The recuirement to check I,qr corrosior, durinq storage is not included in the Storane Renuire-'ent For:" F-1.
Inspect oiping in storage and identify and designate all rusted spools as nonconfor-li-2ng. 2. Take corrective actie,,o per enaineerin:; disposition of t'CR's. .'3. Include conditiun of coatino as an inspection point on the storage requirement
~ o DATE 8/20/76 j u. at::.'.3NsiaiuTv Fea conntcuve AcuoN j Project Sucerintendent
SEE ATTACH"CI'T
'O. E' ita F? GCsPCN';1BLE AUTiioni1 Y -7C t ' ri ' l. Li_..,.. c_,
, W ~..' ~ N. A A O-ti6 ' 9/17/74 e O
s' r ACR - 125 7 1 ' m' Block 1G - Corrective 'a tion Taken S The piping described in i.his QADR is nnt conconforning viithin the intent of the specification. rusting on the exterior surface ofEnginegring's intent in providing a primer is to prevent the pire. Rust blocming through areas of the primer and local rusting is anticioated and is accontable since the integrity of the pipe is not affectad. this subject with Project Engineering on I-/?/76).(ihe preceding is a surmary of a d the condition of the On this basis we uill not add specification :-201 prirer as an inspection point for the F-1 and F-2 forms for 8 f'*- l'N / t
&5
/h., 6
.= ..v. s.sy e.,,, - 50-1 GUAl.lTY ASSUHANCE DISCRCPANCY HCPORT
~ r 9/24/76 [1. PROJECT /OEP T./ CON TH AC T OR
@ FIELD
Midland Units 1 $ 2 Job 7220 0 OFFICE B. T. Stojkov 6 YlORK PLAN DATE
BOAM-ASME III, Rev. 2, Para. 2442 / SF/ PSP G-3.2, Rev i, Para. 3.2.5 ~
Hun:ber 3 s tates: " Report to the PFE and PFOCE any conditions or discrepancies that are or seeni to be nonconfom-ing." SF/ PSP G-3.2 Para. 3.2.5 states in pcrt: "Honconfomances discovered after final verification inspection of completed work shall be. reported, cc3hhh) dispositioned by the use of a nonconfor:rance report." U l Q C. e O V40/U l ] CECHB. POW'.R CORP. JUU 74.20 I '[12. DisCAEPANCY DESCnlPTION V Pipe spool 2HBC-131-5617-9-7 ~ was received,' inspected, accepted and released fcr installa-by Quality Control utilizing P.E. approved' vendor drawing nur.ber MR-69-5A. Subsequent to release, but prior to installation.it. was discovered by. Field Engineering that the spool was not fabricated in accordance with Cechtcl.dwg (Iso) I!7220-M-617 sht. 9. The vendor drawing does not clearly re.:.te the design require.e.ents. Field Engineering proceed-ed to contact the supplier in regard.to backcharges and started rework action to the extent of cutting the pipe spool apart at one of the shop welds. Contrary to the proggr
Issue a MCR covering the nonconfoming pipe spool. 2) Reinstruct Mechanical Engineers on their responsibilities concerning nonconfaming material. 3) Detemine if the referenced vendor drawing is in cc;rpliar.ce with the design retuirements and take
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+ > " .s 4 'w 1 -f.!,T &,9s. i / w t i continued block 12: j requirements referenced a. NCR was ot written, nor was Quality Control .l notified of the nonconformans e. [ l ) 4 t i- ). continued block 13: j i necessary actio'n to resclve any conflicts noted. 1 i i I e l i l l i I )- I 1 l 1 e } 1. i 1 e 1 4 1 I i 9 f.- t j i !'j' f l 1 i e 1. I,. ' \\- h '. 4 [ _,, _,i .. _ - _ _. _, _. _ _ _ _ _. ~ _
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" Report i to the PFE and PFQCE any conditions or discrepancies that are or seer' '.o be nonconfom-ing." SF/ PSP G-3.'2 Para. 3.2.5 states in part: "flonconformances discovered after final verification inspection of completed work shall be reported, contr'olled and dispositioned'by t'he use of a nonconformance report." . DISCREPANCY DEsCnlPTION Pice scool 2HBC-131-5617-9-7 was received, inspected,; accepted and released for installa. byfQuality Control utilizing P.E. approved vendor drawing number MR-69-5A. Subsequent ~to release, but prior to installation'it was discovered by. Field Engineering that the spool wa' not-fabricated in accord'ance with Bechtel.dwg (Iso) #7220-M-617 sht. 9. The s vendor drawing does not. clearly relate the design requirements. Field Engineering proceed-ed to contact the supplier in regard.to backcharges and starte.d rework action to the extent o'f cutting the pipe spool apart at one of the shop welds. Contrary to the goQ L
'~' " l) Issue a itCR covering the nonconformina pipe soool. 2) Reinstruct Mechanical Engineers on their responsibilities concerning nonconforming material. 3) Determine if the referenced ven' dor drawing is in compliance with the design reouirements and take
p PLETION
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i ) requirements referenced.a flCR was not written, nor was Quality Control -l - . notified of the nonconformance. 1 4 I continued block'13: necessary action to resolve any conflicts noted. I i 1 I l i l 4 l e i 4 l t o 4 1 \\t 4 0 4 8 4 f r g t ~~
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.W (zu e, Q w Bechtel PowerCorporation U,,- interoffice Memorandum To G. L. Richardson r,. u Job 7220 Midland Project Quality Assurance Discrepancy October 11, 1976 Report No. SD-1 0-1180 J. F. Newgen et Construction Midland, MIi 200 coo... m 4 g In response to QADR No. SD-1. The following corrective action has been taken: Item 1. NCR 536 has b u n written. Item 2. On Monday, October 4, 1976, K. F. Pulito, Lead Mechanical Engineer, conducted a training session for all mechanical engineers, BT-83, to review specifications, the drawing control register, the Field Inspection Manual, and the Quality Control Notices Manual. During the session it was s enphasized that particular attention must be given to iden-tification of non-conforming conditions. The Field Engineers were instructed to evaluate situations that may warrant NCR's, FCR's or DCN's and to generate appropriate documents as re-quired in accordance with Bechtel procedures. Item 3. The referenced vendor drawing MR-69-5A is not in compliance with Bechtel design drawing 7220 M-617 sheet 9. NCR 536 has been dispositioned to repair the spool in accordance with design drawing 7220 M-617 sheet 9. The NCR 536 has been routed to Project Engineering for disposition concurrence. / g%wowse aeouiano y YES O NO E9 JFN/RLH/dlh .UTE D h kYY' t i l a;w r--i g!-.!: ocT 151976 CECHTEL POWER CORP. PIPING JOB 7220 d i I.. m \\to l j nu. sese-la tel v e -a
) f 1 o o T 1 n-3 [y :) s g-3 NONCONFORMANCE REPORT f 20.
. lob No. 19, 536 p.,, _1_,, 3 Iiidland Unit #1 and #2 7220 no. 4 O 5. ster, Locati,>n Drawing'Part r nee 18"Itern Descs.pa onSTD W.T. 90 CS Elbow & 2IDC-131-9-7 CCH2O SHOP 2. Un tl.) 3. 2HBC-131-sdo17-9-7 14/n 2 , _:. 4, J
7. Seri41 No. 8. Replacement P.:st
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,,,. Jr/_A,,,,, o"II/A ITT GRDMELL, ITT GRUJELL, UEEPSILLE, U.C. E1. Inheion Cr.teria . U U M 011Q AsuE Au THOnis m o e s. sa:Tcw ATTacnEn
- ___ _. E8 " " *.Oy:5C _M >y-f.a._ no.,, nhE l?_8t TUs~DE 'D".0" _,Oacc:oHcoasr O T esilOcuraIdtao Oru> i 9 pool 2 HEC.-131-S617-9-7 var incorrectly fabricated by ITT GRIMELC24. o.spos.iion c,aocuneas. i t. r;o..cr nt...u.n, coa.e.'ioa A field itald was added to the Isometric to rep 1tco shop weld B) in preparation am"a" I acasc' a r "a ' a I "5 ' ^ 5 1 ~ o~$orrect tho spool in accordance w/ project engineerlug approved drawiner t ^ #" iM'.17-9 Iiev 14 A(ter renoving chop veld B), it was noted that the 18" L.R. 90 Ell "^ ceninined crachc. The indications were dye checked and detemined to be approxicately .2h" long by 1/16" vide. See attached ITDE report and sketch. '"'"5'" AU YnOne Z ED anLPCCT Ose DATE ' C. ' ' '. -, r. i o. 4.174 One cc Irold t.ag applied. it vaisa.ica e oa. rs. o.. pow n. ti. u.jii.e. t. a. e v, 's,,, !c on.y.w.n
, j u..L.,.2 u To nou>:no.-u.rnno o m oTj. Ens isPEc n g h N'ihO.e n. O s.< H E*'*. 4.ms 0 ina iaoa El " ' ' " ' " ' " ' * " "* " " l .~~~-.1-Cut out and rep _ lace defective 90 Ell uith new inaterial. Fi. eld to repalr_SpAol dl.g 0 i'.1 04 M such that configuration is in acccrdance with project engineerino approved drawina 9-32(b ,s CO?.P. &mA. G EA" N /-76 T .. n-si L s i_9.._ sg d HB3 w :n=s-. 6 i
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'tqCE involved not correctly interpreting the walding spd:cle on dra' ring C 620, 3cv. 4.
9 9 a) The Lead Field *iciding Engine tr held a trair.ing sessica on AuGu:t 17. 1976 r.o re-inr.truct cll :,0;'s on the definition of uciding c; thole and to discucs ':0R 1.co. An orcl qui: was given. C.ccc in attendenec are shown in attacim.ent 2. I i b) De lead Pipic.c Superinterdcat and Machanic21 piping. Superintendent held n trair.ing ses:. ion en Auscs: 26, 1976 for pipinc fcreren (Attach::ent 3). The pipian foretan vero instructed to fellou the velding require.nents in project c.:ecifications and drawinc:, cnd ts direct all que: cions concecnin; weldi.'.; requirercnts to the IEG. t 9 = = = - - -. +.
\\ Attach =cnt A fm, i -( )- Route To _'1his Copy For File 1A.1.6 i Shd ""11 Issue Date nc n,,,,. i. ic7A FMSouthworth ( s .CQHille GSKeeley Project ifidland 1 F, 2 w TCCooke HWSlager COM;IC+7 IGiG File Title Mcv. nn n <.r si e n t JMilandin JMKlacking Onality control Nonconformance GLRichardson Report No OF-126 .Tr 1,. mon This Nonconfor= caco Report la Issued To: Prepared By/X'8. -d-4 Date,o-/ ~76 Approved E F T Id d -$ Date./'<' ///74 J. P. Connolly PFQCE Written R$oly Request IbyDate in ie,_74 Corrective Action Requested E/ Date 10-29-76, -who is re:monsible for corrective action.
== ~ Nonconfonaance Deceription and Supporting Details: See Attachment. I(J ) AEC Reportable Yes No See Procedure 9 (For Nuclear Projects Only) Stop Work Necessary Yes No See Procedure 16 - Stop Work No No hold tags applied. Recentended Corrective Action:
1Corrective Action Taken: o 1Verification of Corrective Action Required Yes No biethodofVerification: konconformancoC1csureConfirmedBy %s) Date z 1To be cor.:pleted at time of closure by Consumers Power QA Services. Pcco 1 of 2
~ File 16.3.6 ()T' Issue Date Octob'er 1, 1976 (m, Project Midland 1 & 2 File Title NCR's on Bechtel Quality Control Attachment to Report No QF-126 Nonconformance Description and Supporting Details: Bechtel QC Project Special Provision SF/ PSP G-3.2, Rev. 1, which controls non-c 3 forming items defines " Rework" and " Repair" as followsi Rawork - The process by which a nonconforming item is made to conform to a prior specified requirement by completion, remachining, recssemblying or other means. Repair - The process of restoring a nonconforming characteristic to a condition such that the capability of an item to function reliably and safel'y is unimpaired, even thoug that item still may not conform to the original requirements. The above two definitions are also contained in Field Inspection Precedure G-3, Rev. OS " Processing of Nonconforming Items" which was in effect prior to the issuance of PSP G-3.2. /N ' Ecchtel NCR's 454 and 477 were both marked as " Rework" when they should have been marked " Repair" as the work performed was repair. 1 i i 1 ) J '4 I /"% [ ) %,_ / Page 2 of 2 -. ~. -
(,/ Attachment A f Route To his Cony For File 16.3.6 f* Issue Date October 7. 1976 y!j0 Project Midland 1 r, 2 ntSouthworth y HWSlager TCCooke M CQ11111s JFNeugen CCcstim;G PCri2f File atle NCn's on Bechtel JM11andin JMKlacking cual~ity Control GLRichardson Nonconformance Subject File Report No nF-177 This Konconfonsance Ecport is Issued To: Prepared ByMcvMf.bEDato 10-7-76 Approved By M M M Date a:'.7-76 J. P. Connolly Bechtel Project Field Quality Written Eeply Requestc[By Date 10-21-76 Control Engineer Corrective Action Requested By Date 11-08-76 who is re:nonsible for corrective action. Nonconforciance Description and Supporting Details: The last two sentences in Section 6.3 of Specification C-230 Rev. 7 state " User tests of water will be made for every 2500 cubic yards of concrete produced. Ice is con-sidered part of the mixing water and shall be tested in the same manner". Contrary to this requirement, ice water was not tested in User Test 32 during " hot weather" concrete. , (mr V~. AEC Reportable Yes No X See Erocedure 9 (For Nuclear Pro;fects only) Stop 1;ork Necessary Yes O no x See tracedure 16 - Seop :rora No No Hold Tags Applied Reco:::nended Corrective Action: (1) Review all User Tests during " hot weather" concrete for lack of test results on ice. (2) Receive a Project Engineering evaluation on the acceptability of the ice water and the concrete it was used in based on this nonconformance and eimLlar probleis from (1) above, if any. 1(Co)rrective Action Taken: tion to preclude repetition. 3 Take corrective ac 1Verification of Corrective Action Required Yes No Method of Verification: Nonconfor=ance Closure Confirmed By Date 1To be corpleted at time of closure by Cencumers Power CA Services. ret;c 1 of 1
w Attachment A ym ) Route m This Copy For File 16.3.4 FMSouttreorth SHHowell Issue Data October 11. 1976 CQHills GSKeeley Project Midland 1 & 2 IC1Slager TCCooke JMilandin CGrfRIEf3 PCV;i.T File Title NCR's on Bechtel JMKlacking Nonconformanco GLRichardson Report No 0F-128 iPt'nnaa11 r his Nonconformance Report is Issued Tb: Prepared By [(Ddh Date /O.#-76 Approved By Q M 9 M dt.[ Date N'A M d. Mr. J. F. Newgen Bechtel Project Superintendent tiritten Reply Reques,ted By Date 10-26-76 Corrective Action Requested By Dato 11-08-76 who is responsible for corrective action. Nonconfomance Description and Supporting Details: The Bagwell QA Manual " Quality Assurance Program" requires under Section III A "Selec-tion of Personnel," for craftsmen, that, "During their term of service on this project, they will receive instruction no less than every six (6) months, or at more frequent intervals, as deemed necessary by the PROJECT MANAGER, to aid them in increasing the efficiency and quality of the work that they perform, to include, but not limited to, I mixing and application of the specified materials". contrary to the above, Begwell Coating's current mobilization has been greater than si:c months and the required instruction has not been given. Training was then providcd to three personnel and the informal documentatioit w.a reviewed. It was then determined gm that an adequate procedure ir conduct and documentation of training does not exist, e i AEC Reportable Yes O no see Procedure 9 (For nuclear rrosects on2:7) x V Stop ifork Eccess:wy Yes O tro x see Procedure 16 - stov trork no No Hold Tags Applied 1 Rcccmmended Corrective Action:
1Corrective Action Taken: l Verification of Corrective Action Required Yes O No O Method of Verification: n Nonconfomance Closure Confirmed By ( ) Date %/ ITo be cc=pleted at time of closure by Consumers Po fer QA Services. Page 1 of 1
. ~. _ /7 Attachment A Route To Sis Ceny For File t 6 _1_ t, FMSouthworth SHHowell Issue Date neenber 17. 1076 CQHilh CSKeeley Project Midinnd 1 & 2 HWS).ger TCCooke C 2 ".T File Title NCR's on Bechte1 JMilandin J1C< lacking Nonconfomance GLRichardson Report No QF-129 21s Ncnconfomance Report is Issued To: Prepared By,d'/O'bCMM Date Ah/2-76_ Approved By G f,'? /[ Date e /, + A' Mr. J. F.-Newgen Bechtel Project Superintendent WrittenRehyRequented;BfDate I 10 w7g Corrective Action Requested By Date 11-09-76 who is responsible fer corrective action.* Nonconfomance Description and Supporting Details: Specification M-204, Rev. 4, " Field Fabrication and Installation of Piping and Instrumentation for Nuclear Service" requires in section 6.3.1 for piping and fittings, that "All stainless steel and Ni-base alloy materials must be handled in such a manner that it is not in contact with lead, =ine, copper and other non-ferrous low melting elements and alloys to prevent surface contamination". Contrary to the above, spray header pipe spools 2 GCB-001-S613-1 and 2 GCB-008-S613-1 are in contact uith galvanized tendon sheathing in the " staging" area immediately west of the unit 2 dome fabrication area. Additionally, above referenced pipe spool ~ 2 GCB-008-S613-1 is also in contact with carbon steci liner plate Icak chase. ASC Reportable Ye= 0 No @ see Procceure 9 (For Nuclear Projects 0.117) Stop Work Necessary Yes No x See Procedure 16 - Stop Work No No Hold Tags Applied Recenz: ended Corrective Action: 1. Correct the discrepancy and document the work on an F-10 form. 2. Provide a Project Engincering evaluation for the pipe speols referenced above with regard to surface contamination with zinc. 3. Notify cognizant perconnel of the require aents and document to whom the instruc-tion was given. 1Corrective Action Tchen: l l i Verificaticn of Corrective Action Required Yes No C b:ethod of Verification: kionconforennce Closure Confi=ed By ~ Date N/ ITo be cc=pleted at time of closure by Consumers Fever QA Services. Pege 1 of I
.....-. T ____.g._. Attach =ent A Route To 'lhis Cocy For .5, File 16.3.6 (h E "*11 Issue Date octooer lo. 197o FMSoucaworth j Project Midland 1 & 2 HWSlager CSKeeley TCCooke CQH111s CCE:;3 Pn.TT File T2. tic Nca's on %chtel JM11andin JMKlacking 0" Nonconfo=ance ," / Report nogyF-130 This Nonconfer=ance Report is Issuei To: Prepered By h3) 6.OAv Date lo-lB ~78 J. P. Connolly Approved P M M b b M ate 4Mb Bechtel Project Field Quality Written Rc[1y Requesj.eIEy Date 11-1-76 Control Engineer Cerrective Action Requested By Date 11-8-76 who is rectonsibic for corrective action.* 1 Nonconfomance Description and supporting Details: Field Inspection Plan C-210-4-55 Rev. O for Placing Plant Area Backfill, North of "A" line, "4.55" to "8.7" line,, elevation 610' ! to 634.5, under section 2.20 Activity / Task for " Placement" iten 1 states " Zone 1, 1A, 2 and 3 material placed in uncompacted lifts not exceeding 12 inches. Areas not accessible to roller equipment, the material placed in uncompacted lifts not exceeding 4 inches". Contrary to this Activity / Task, Quality Control Engineers have observed material placed in approximate 12 inch uncompacted lif to where roller equipment was not used to compact the material. AIC Rc;ortable Yes [ No @ See Procedure 9 (For nuclear Proj.: cts 'culy) Stop Work Necessary Yes O no sea Procedure 16 - stoP t<rork no v No Hold Tags Applied Race =-ended Corrective Action: (1) Review other C-210-4 Field Inspection Plans for similar problems. (2) Determina the c.'.uce of the nonconformance above and similar problects in (1) above, if any found. (3) Take corrective action to preclude repetition. 1 Corrective Action Taken: 1Verification of Corrective Action Required Yes No O b:ethodofVerification: Ucnconfor:ance Closure Confir=ed By V Date 1To be ec=pleted at time of closure by Constr.ers Fever QA Scrrices. Pa,se 1 of 1
AttacS--ant A File 16. 't. A Issue Date or e nh n,- 10 io76 ~ Project Midland t r,2 4n CCCW!!;c!3 FOCT File Title NCR'4 on BecStol i ' ling c,,,,, e,.,, e s n, D chardson Nonconfomance / Cronnolly lide Report No 0F-131 .ir.ance Report is Issued To: Prepared By / O N ' M k7 Date /C v9 R-N Approved MM8,- d Date /#M?//2-Written Reph RequesteyEM Date 11-09-76 Pr j t Superintendent Corrective Action P.equested By Date 11-16-76 g rgs y ng ble for corrective action.* Mnceniymance Description and Supporting' Details: Reactor Building Crane (M-92) vendor drawing 29A5955, related to end ties, shows in cection "A-A" that the stiffener webs are to be welded to the end ties using a V." fillet weld on the " arrow" side only of the webs. ~ Contrary to the above, stif fener webs were observed to be welded with a fillet weld on both sides of the web in some cases, and thus the weld is not in accord with the veld symbol. AEC Repcrtable Yes C Nc @ See Proceduro 9 (For Nuclear Projects On3;7) Stop Work Necessary Yer. O No C See Procedure 16 - Step Work No Four Hold Tags ipplied Recem ended Corrective Action: 1. Investigate stiffener web welding on all iour end tics to verify that where the fillet veld is on one nide of the stiffener that it is on the "arrw" sid.= as detailed on the above referenced drawing. 2. Where there is a fillet weld on both sides of the stiffener webs obtain Project Engineering concurrence that the additional welds are acceptable, or 3. y Repair the items as required to comply with the vendor drawing. (Centd) Corrective Action Taken: a Verification of Corrective Action Required Yes No O ~ blethodofVerification: bonconfc=anceClosureConfirmedFy Date ITo be completed at time of closure by Consumer: Pover QA Services. Faso 1 of 2
1 File 16.3.4 Issue Date October 19 1976 O Project Midland 1 & 2 File Title NCR's on Bechtel l Construction Report No QF-131 i Recommended Corrective Action: (Contd) 4. Have appropriate docur7ats (vendor drawings) revised to ref'ect final resolu- ' tion of this NCR. i i ,i i i 1 i ~ 'l i i 1 i !~ 4-i l t ii i i i i 4 l i i \\;O i i' f l-Page 2 of 2- -l i ) ~
7 m Atte.ch=ent A ~ Ecute To This Cony For File 16.3.6 DISouthworth SH11owell [ Issue Dato October 20. 1976 HUSlager CSKecicy \\j Project Midland 1 & 2 JHMaclaren TCCooka JM11andin CO RET File 2f.tle Mcn ', o,3 u chent J11Klack'in8 Nonconformance hegrggon Report No 0F-132 t This Nonconformance Report is Issued To: Prepered ByMw)2 S.4hA~Date lo ?.o ~76 Approved By D N 4 2 o Date.3 N r /'. J. P. Connolly .e f Bechtel Project Field Quality Control Written > Rep],yRequengdByDate 11 n1-76 Engineer Corrective' Action Requested 27 Date 11-17-76 who is resnonsible for corrective actien.' Nonconformance Description and Suppcrting Details: Specification C-208 Revision 7, second paragraph of section 11.0 states "The sub-contractor shai. Immediate1 report failfng tests and any deviations from the Specifications to the Contractor who will either reject the material or. evaluato it to assess its acceptability". Contrary to this requirement, Heat Number 35852 for #7 rebar had a yield strength of 58.3 KSI (Test No. N-3563) where a minimum of 60 KS1 is required and U.S. Testing did not notify Bechtri of this failure. -d No @ See Procedurc 9 (For Nuclear Projects Only) AEC Reportable Yes Stcp Work Necessary Ye= 0 No 8 See erecedure 16 - St=, Worx No No Hold Tags Applied ~ ~ Reco::r. ended Corrective Action: Tahn corrective action to preclude repetition of this nonconformance. 1Corrective Action Taken: 1 Verification of Corrective Action Required Ye= 0 No biethod'ofVerification: p) ( 1.onconfor=cnce Closure Confir=cd By J qf 1 Date I 1 To be c,empleted at time of closure by Consu= ors Pcwer OA Services. Face 1 of -1
v. ,.,y ( } Attac!znent A (/ : Route To T11s Cecy For r,,,, File 16.1.1 ( FM$outhworth
\\f Project m a i n.,a 1 s> - J10taclaren TCCoo e g JMKlacking Isonconfor: nance CLRichardson Subiece Pfle Report 170 QF-133 Stis Ecccenfor: nance Ecport is Issued To: Prepared By A.,42f[hJcte 10-30 ~74, Mr. R. L. Castleberry Approved By @ d '4 1. Date- / N f/?& ~ Be el Po e o pora on ~ Ann Arbor, MI 48106 Corrective Actica Requested By Date 11-17-76 who is resuonsible for corrective action.* '. ?%nconformanco Description and Supporting Details: ICCFR50 Appendix B criterion II " Quality Assurance Program" states in part that "The.spplicant shall identify the structures, systems, and components to be ccvered by the quality assurance progrcm and the major organizations participating in the program, together with the designated functions of these organizations".. Contrary to this requirement, drawings C-109 Revision 9 and C-111 Revision 9 state " Earthwork in the plant area fill south of coordinate S5050 and west of coordinate E 100 does not require the application of a nuclear quality assurance program,"while drewing C 45 Revision 0 shows Q-Listed back-fill material required south of coordinate S5050 around the Diesel Generator Building ) and Service Water Pump Structure and along Railroad Line "D". Also, 3cchtc1 is (Cente J AEC Reportabte_ Yes O r:0 e See Proceante 9 (ror Nacicar rrosects Cai:7) Stop Work Necessary ins No See Procedure 16 - Sten 1.*ork No No Hold Tags Applied Recc= ended Corrective Action: (1) Review the drawings in question. (2) Dutcruine what earthwork does require the application of a nuclear quality assurance program. (3) Make revisions in the drawings and/or Q-List where necessary. (4) Notify the organizations participating in the quality assurance progra.t of any Correct e,cb$# ben: 1 Verification'of Corrective Action Required Yes No O Method of Verification: bionconfo=m.nce C1csure Confir ed By Date 1To he ee:rpleted at tino of closure by Const:ners Pcwer Cjs Serrices. .) Fece L of 2
+ 9- . - -. ~. 8 File 16.3.1 Issue Date October 20,1976 Project Midland 1 & 2 /. File Title NCR's on Bechtel Engineering-Report No QF-133 ' Nonconformance Description and Supporting Details: (Contd) - using drawing C-45 Revision 'O 'which is not^ on the Projcet Q-List, ~ ~ Revision 6. l l l s-r ) -) -1 I i 1 2 s. Page 2 of-2 .l
Attach =ent A I Route 'ib i This Cotrf For jq File 16.1 & 16.2 Issue Dato October 26, 1976 / FMSouthworth SHHowell (.,, Project Midland J1Dfaclaren. GSKeeley HUSlager TCCooke CCT.CUTCT:i F2;tt File Title 3CR's on l'QASD; t;CR's NWSlager n Consumers Project oreanization Nonconfor=ance File Report No or-114 This Nonconfor=ance Report i: Issued To: Prepared By > '~~' - Date '2'- 6 T. C. Cooke A oved Ef ' 3 <'. F. Date E /4 Consumers. Power Project Superintendent WrittenRepiy~RequestedBYDate 11/09/76 J. L. Corley Consumers Power Quality Assurance Corrective Action Requested By Date 11/')6/76 Superintendent who is resconsible for corrective action. Nonconfor=ance Description and Supporting Details: Concrete placement CC2(683.25)a' was made on October 20, 1976 after sign-off by Con-sumers Power Quality Assurance. On October 22, 1976 it was discovered that 23 - #11 bars had been omitted from that placement. In addition, the fabrication drawing which showed the missing bars was not on the list of drawings applicable to the placenent which had been prepared by the PMO. The bars were shown on the design irawings. .(,) AIC Reportable Yes O no 8 See Precedure 9 (For Nuclear Frodect= cn1 ) 7 See Preced.ure 16 - Step Work No Stop Work Necesse y Yes Iio y . 'ed Corrective Action: 1. Determine the underlying cause and conditions. 2. Using tha items found in #1 above, develep correctis e action to precludo repetition 1Corrective Action Taken: 1Verification of Corrective Action Required Yes No I<sthed of Verification: bioncenfor=anceclosureConfir=cdBy Date 1To be co=pleted at ti=e of closure by Censu=ers Pcwer QA Services. Pese 1 of 1}}