ML19331A229
| ML19331A229 | |
| Person / Time | |
|---|---|
| Site: | Midland |
| Issue date: | 03/31/1978 |
| From: | CONSUMERS ENERGY CO. (FORMERLY CONSUMERS POWER CO.) |
| To: | |
| References | |
| NUDOCS 8006180782 | |
| Download: ML19331A229 (389) | |
Text
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{ i. ( / LOG OF NONCONFOTR1ANCE REPORTS h b ' : Midland i 7220 a 53 PROJECT NAME JOB No. pg 2 3 4 0 5 7 DATE NCR NCR NO. DATE Arg g NONCONFORMANCE DESCRIPTION / REMARKS DISPO. CLOSED CLOSED BY 668 1-17-77 -231. Conc rete curing temperature fell to 3B F. Use as is 3-24-77 G. Sanders Pour #C(640)a' 6(39 l-17-77 C _231. Ilr_oken and missing rebar, Aux Bldg opening Std Repair Flev. 584' 5-13-77 N. Foote 670 1-17-77 C.-231_Mi.ssing_ daw _cl,__ Aux _ Bldg Elev. 576'0". S' east No 4-15-77 M. Foote of 6.6,10' south of F line lioncnnfamahre 671 1-17-77 C-2.31 Missing._ dowel,__ Aux _ Bldg Eler 6 7 6 ' n, R' cztst_ :ro - 5-3-77 R. K. Siple of__64_on_D_lipe wall 4anconfo m nce 672 1-17-77 C-a31. Broken dowel for block wall. Aux Blde Elev. Std. 599'0". 6' east of 7.9. 4' north of B line _RemLr 673 1-17-77 C-231. Broken dowel for block wall, Aux Bldg Elev. Std. 5.9 9'0",_7' na_at of 5.1. 2' south of A line . Repair 2-28-78 S. Kirker 674 1-17-77 C _2.31_ Mis sinn dowel,_ Aux Bldg, Elev. 59380", 10' Std. so_uth of F line, on 5.6 line Itepair 5-19-77 M. Foote l 1 675 1-17-77 C- 211._l3 r oken_dow elfo r_hloc k _v. tall,_ Au tBldg . Elev. Std. --i 61480". 10' cast of 7. 4 line, 178 north of B line _Repniv 3-28-78 676 _1- 171 77 Dwg. E-536. Conduit 1 A010 damaged by drilling. _ L_Kirker___ _d Aux. Bldg._ slab at Elev. 599'0" Std. ___ Repair __. 2-16-77 D. C ol n e So
;U C) 677 1-20-77 M-104 A. G-321 D not received for reducers, Mat'l not It Naurform ,o M allowed for on pipine class sheets R eject .]-24-77 R. S. Morrow c: -
678 1-20-77 M-106A. Manger 18-lHCB-1-H10 fabricated to level No Noncon- Y.~g L7_d rawing formance 2-22-77 J. R. Slife r M =^ 679_ _ _ _ _ . l-24-77 C-208. R ecord cylinder set for Pour C(652. 75)b' - -u 8 _E g cured below minimum requirement. Ilse as is 3-3-77 D. L. Gabom 680 1-24-77 104 A.. .Seyngc.Lpiprepanis__fl.clivered pesiccan a llework inst with,no Reject o is; 77 .1 R. Slifer " d,u 681, 1-24-77 C-231. Fire damage to letdown cooler walls, Cont #2' !. 8-18-77 D. L. Osborn ' Elev. 613+ to 624 + l-682 1-25-77 C-231. G rout not properly _ bonded to construction Stci.
... ....._._ ____ I Slts,_ 5.3 and 7.8 lines, H line to Kc line,__61_4'0" Repair
_5-10-77 R._K._Siple______ 683. . . . . 1-28-77 M- 104 A. Code data sheet anil NDE re ' correspond with Spbol~piEcii2;HCBr21~-S613 ports-do 6 ~not 2--- RcJect 684 1-28-77 C - 1 1 1. Pits .and. gouges _in_lincr_ plate out of tolerance Std. R epair a s ou tlin e d b y a tte.c . ,_ , _ ,._ , , 3-11-77 D. L. Octorn 685 1-28-77 C-230. Flyash content _1.5_Jbs over_ allowable, _one load
,Use as is . 3-4-77 D. L. Osbo rn Pou r SWit [598._5)a 686 2-1-77 C-211. Backfill material delive red IZ' IT76Tv 12rIT;76
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w tjo._ut Wrjuircd testing ] Use as is 3-7-77 D. L. Osbort m
c w LOG OF NONCON RMANCE REPORTS O 1 1 8 PROJECT NAME M i di n d JOB NO. 7220 PAGE 70 2 3 4
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DATE DATE NCR NCR NO. NONCONFORMANCE DESCRIPTION / REMARKS DISPO. CLOSED CLOSED BY 991 10-17-77 C-230. Entrained air in Concrete for Four A(704)a 11-29-77 W. A. Cain too low. Use as is 992 10-19-77 C-230. Air entrainment of concrete too hiqh. Tecx Iz-m-u S.Kirker use as is PourAf6y9.17Ta' _ _ .993 _10-20-77 Dw9. C-148. Rebar not 3 laced between beam pockets. Aux. fild 9. El . 659~'0" . 4. side of 5 6,- 6 T S. of TA' like Repair 10-20-77 B. T. Cheek 994 10 20-// GT27. CS clip welded to a 3" thick rigid frame w/o 7 reheat temperature IreTng maTritainea. Aux. tiTdq 6BTt l Repair 12-15-77 J. C. Huron 995 10-20-77 -C-230._ Air _entrainment_of__ concrete _too_ low" Use as is 12-5-77 D. J . Ro th _P.our_.A(682 ala 996 10-21-77 .C-233 C-304. H-10 Embed was arc gouged, by . a fault _y welding cable. Repair 10-24-77 J. C. Huron 997 10-21-77 C-231. Clear cover on Unit #2 dome may be less thar allowed. 998 10-21-77 M- 13 2 A C. Motor operators do not have terminal
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stri s, T connections are not jumpered. Rewod 999~~~ - iDT24~77~ ~DTig . 38- Column splice made without maintaining Telex. 11-2-77
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R.11. Heron Use as is 70D" preheat. Aux, Bldg. ET-- 647 ' , Hr & 8.2 12-6-77 w. n. naly 1000 10-24-77 'C-233. Beams have copes that cut past the poirt of_ _ _ _ tangency and have undercutting of the flange. 1001 10-25-77 :1 233A._Iy e P14 cmbeds have welds with insufficient leg and or t roat dimensions. Reject 11-7-77 J. R. Slifer 1002 10-25-77 M-711_5._Unat_pumber markines for 90" Ells do not match material test i~cports. ~~ ' -- Doc . -Rewo.rk
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3-8-78 T. Christofferson 1003 10-26-77 C-230. felex. 11 T 77 ATIC Torres Air entrair. too liiqh.--- PourmenC (764 58)~a't of concrete too hich, slump Use as is _ 12-19-77 S. Kirker 1004 10-26-77 C-210. D_ensity tests failed with no retests _ taken. Plant._ area. 1005 10-26-77 .C-210 _ Moisture _ content _of_ soil _faR _ed_without._ _..
.re tes.ts _ta ke n., Plant Area. iJse as is 1006_ . . _ _ _10-26-77
. C-211. Structural Backfill had more than 200 grams
__3-23-78 D._Osborn_ _ _ __
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__... .. . _.__.... ._ . . retained on a sieve. ~ Plant Area'. Use as is 12-14-77 11. T. C h e c k 1007 10-26-77 C.- 208 . .. P o z z o l a ni c_ activf_ty_i ndex_o f_c eme n t _felLh e l ow 8S%. minimum _at 28_ days. Use as is 14-16-77 u. L. uscorn 10C 8 10-26-77. . . . . . _M- ... 12 5CC. Identification number on valve does not
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com Are with thE suiiilier on the documEntiitton. Jse as is 12-28-77 'I* L Sl;fe r T609 ~10-26-77 M .5 5. Carbon st~e~'eTI ATit'8 do not nave he it - traceable marTih~gs.
--- Rej.ect 11-16-77 D. A. Delaney
o s . 7 LOG OF NONCONM~MANCE REPORTS ( 1 Midland i 7220 PROJECT NAME JOB NO. PAGE a 72 2 3 4 5 7 NCR NO. DATE DATE NCR NONCONFORMANCE DESCRIPTION / REMARKS DISPO. CLOSED CLOSED BY 1029 11-4-77 _Dwg._E-10-102-3. Installed weld neck flances have several defects. UiiiO2 ET. 617W5- Rework 4 "qE 1070 11-4-U U - t3U. Air entratnmirht of eontrete nro-htgh or tou
' low , slump too high. Pou r U(( (4. d)a' Use as is gh_73 1031 11-7-77 Dwg. C- 140, C-28 5. Minimum allowable distance Repair & 11. 12-9-7 7 ' Ed t.gg tooYe for rebar too small. Aux. Bldg. El. 6W7" J1se A s Is 12-19-77 D. L. Osborn 1032 11-7-77 _C-230._fiir Entrainmen_t of_rolLcrete at point of g 3, 3 3 13 h T-M7. E. Foote 1033 11-8-7T'~ ~F 3QCepe$,y,d0,Wdit P , , gn N hrb internals at occay IIcat R emoval Pump Motor during sandlilasting.
1034 11-8-77 E 7 0._.Ecid_ neck _ flange s , stnr_ age,_ coating worn off an_5Lappearine of rust on material Rework
. ._1-11-78 J. Sr,ence 1035 11-8-77 M-326mEipe_ hangers _with _ unequal lec lennths on 1/4" Rework
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welds, 2-613-3-13 and 2-613-3-6 - 11-8-77 Dwas. C-141, C-197. Existing dowels do not TsceT the 1036 the Cover req'mts per dWgs. Aux. UTdg. LI. bl4' Repair delexl-ll-7I S. Kirker _ 1037 11-9-77 Dwgs. C- 140, C-28 5. Minimum allowable distance Uce an h 1-11 Telex. 11-l l-77 ElMie
, . _ - 642'7" Repair .
Use as is R. K. S _ilile foC-2. r_r eba r_ t tendon on_amallD301 __Auism out _Dldg,_li[l1_t1/2" radTa1 _ 12,12--77_ .__B._T._ Check. 1038 11-9-77 Dome of Telex. 11-9-77 B. T. Cheek location as cJIIed out by dwg. Uriit //-1 Use as is 1039 11-9-77 E-2__Domn tondon n224 is ouLof-+ 15" radiaLlocation- Use as is Telex. 11-9-77
- B. T. Cheek as_ cal. led _out_by dwg_ Ifnit #1 1040 11-9-77 Dwg C_.98 d oncente canitary__ drain _l_ine_inslalled .
3'9" .Aighe_r__.than callod nut.ly_dwaQltpumo_ structure, Repair 1041 11-9-77 M-204.___SerXire damage __to_ spool 2GCB-16-SE13-2-1 __ Std. Repair 11-28-77 C Groat 1042 11-9-77 ...du tino_i nstallati M-204.___Elued heads on.__( installed arc in _ stti ka)Co n t . #DRework l o or wi tTi11-23-77 concr.cte__ tightly adhered to ext. surfaces C. Groat 1043 11-9-77 ll_326.__11gr. 2-611-1-10 SS nipe welded to hanger w/ approved._ doc _ forms for RC__ program. Red U-M JCh 1044_.__ _ _ __._-__11-9-77 E-22AC. Ca6te reel #0771_ delivered with crushed
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lagging on 2 sides & cahle_d,amage<I~.Z~ ~ _ ~ 1045 11-10-77 M - 2 0.4. .. 30.",Se rvice wate_r It_ne. ,CS_ pipe spools poe, weloco w/o approv.cd_do_c_,, fo rm s. fo r, QC, p rog ram, Hepair. _
..1046 11-10-77_... .. . llanger dwg...1_616.-6-18.__ fianger. 16-1110C--134-113 nework
_- ..._ damaged _during cons _truction. 10h7 11-10-77 Dwga C-1h1 C-186. iro . E piTr _ _.--.__. mento, brok,en dowofoDoweln.do
. Equig pada._ not.mnatcoveAux. Ef,o[8jp Use_as is 2_9-78 S. Kirker
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LOG OF NONCONFO ANCE REPORTS PROJECT NAME Midland JOB NO. PAGE 2 3 4 5 6 7 DATE NCR NCR NO. DATE NONCONFORMANCE DESCRIPTION / REMARKS DisPO. CLOSED CLOSED BY ~~1010 10-26-77 M- 104 A. NDE tests not perf'ormed on I" 3UU0ir No 1-30-78 S. O. L. wel?ed to pipe. OHCC 51-5614-10-4 1cncnnon -n _H. Donovan 1011 10-26-77 M - 9 3. Main hoist cable lacks complete documentation and shop inspector's release. Doc.-Rework 1-30-78 J. R. Slifer 1012 _10-27-77 C-233. Detail 3-C-477 embed delivered to the .iobsite with arc strikes and fillet welds w/ insufficient dim. Rework 10-28-77 J. C. liuron 1013 10-28-77 E-L _.Rmeplata are of incorrect dim. and mat'_1. . Termination connectors are wrong type-Motor Control Cn' urs. 1014 10-28-77 C-208. Watersampled for the Sept.1977 user's test had Use as is a variation of -25 minutes. 12-16-77 D. L. Osborn 1015 ~10-28-77 Dwq. C-255. Concrete placed in fuel pool area was . Use as is 12-15-77 M. Foote Class C-1 instead Gable reet of notD-1 seated'A(659)i on cdbreandlih-{659)j A _ no. 1016 10-31-77 E-22. . R eet 553. 1017 10-31-77 E-22. Inside stub-out pigtail is damaged thru the Tacl&d to the cables. Cable reel no. bub. 1018 30-31-77 M-305. Socket Flanges do not meet complete marking Reject regttir_ements . 1019 10-31-77 J1-104A. No Code Data Plate or Stamp on Spool
._ _ _0llBC S(i19-5-6A. Rework
- 000, Rev. O. Nessure Gauge out of toleranc *
- 1020 11-1-77 lise as is
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when caHbrated. __11-16-77 J ._R_Jehres _Dwg. C-339. weld necE flanges contain numerous 1021 11-1-77 scratches and evidence of corrosion. Rework 3-3-78 J. Slocumt 1022 11-2-77 M-106ACm_ Stanchiona_.fov hnngers_werc_dclivered to the.. R t 1623 - 1T-T77- 'lNgYC"NS" C"SDMEMFted, does not exist =
. Telex. 12-9 -77 N. Fo te as called-out by dgs. w Aux. Bld g. El. 584'+ Use as is 11-3-77 12-12-7.7 B.__T._ Cheek 1024 F-21895. 1-10" 45' Elbow does not have legille specification, g rade, and heat code. Reject. 11-16-77 D. A. Delaney 1025 _.11-3-77 Dwg. _C.-1029. ... Vertical trim _. bars _not_ p. lated _ on._each 12-8-77 side of blockout @EL.630P of the DG Blda. qa.1t. wall _. R work G. Y. Yeisley 1026 11-h-77 Dwg._ C-99.. . #11__tnwa_hara_plac_ed_nuch that_other_rebar Use as is Telex, 12 77 A, Lamach
. . _ _ _ . _ . . _ _ _ _ . .. __ _______ cannot_ be _put_inta_ place _na_ called _out_by_IMg.S'Lpump_ ttruct. . _ 12-12-77_..__B._T.._ Check _______ 1027 11-h-77 Dwg.. C--99. Rebar_-_la_nat_ pro.icctinm_an_requirect by__ _. Use as is Telex. 12-1-77 A. Lamach drawing. SW Pump Structure El. 631['6" ' 1028 11-4-77 C-230. ATr entrainment of 12-12-77 __3 , __T. ._C h.e ck
'msnt tToF high.-- SRr(6542)a, concrete at point of place- 12-19-77 s.
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use as is Kirker
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LOG OF NONCONF6.JANCE REPORTS 1 1 a PROJECT NAME Midland JOB NO. 7220 PAGE 7b
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DATE NCR NCR NO. DATE NONCONFORMANCE DESCRIPTION / REMARKS DISPO. CLOSED CLOSED BV 1067 11-23-77 E-656: nht 1. W J2. WR-$ nnt pinned at jDint not Rework siEned_by WE or LWOCE. no AT witness for hold point. Use as ,s t 2-9-78 J. 6. Savoie I l 1068 11-25-77 M-10hAn. RR pipc_gponin dolivnrna tn thn johnita Rework [ w/cn ohninn nanning epnn1n tn vnnt- .Un a nn in l 1069 11-25-77 C-233. mn nat anpplied_with 6" SS elbnva tbat vara Doc Rework incorporated in+o nn omhed: 2-27-78 J. Slifer 1070 11-28-77 Ii-10hA. Epnol Piece mW nn. O W 80-R$7=h$ 7
.delivernd tn tha johnitn Anmngna_ ONOd __
1071 11-28-77 li-10hb__ Onniity varrinatinn nnn_ _nnt vnen,_sponi fnhbed _tn nnappraved dug ; innnrvnnt enhvinntinn-1072 11-28-77 _lbrg. c-237 Stud locations for Crane Rail Supports No 2-1-78 _varv 1/8" tn 1 h" from that given on_dWg. llonconformance __D. L. Onborn 1073 11-29-77 M-326 d ianger__ sketch _2-611-h-18_, dimension given_is { l'-9_7/_8",_ac tual_ dimension _in_ approx. 3 ' . Rewod 1-29-78 , _L Groch 1074 11-29-77 M- l_0._4A,_Spo ol I EB B- 5-S 63 8 1 received with rust and pitting inside. 1075 51-29-77 3-462. Rebar removed from around Fuel Transfer S'IRve Telex. f2 7 77 Pa'aiderveer linit #1. Elev. 626'9n Use as is _12-20-77 B. T. Cheek 1076 11-29-77 M-204. Pipe spool 2HBC-322-S634-2-7 damaced in Duplicate laydisvn area. ' of NCR 755 12-29-77 J. R. Behres 1077 11-29-77 C-282. R ebar omitted, AuxBldg wail #21-87'7f22~- Elev. 584. 12-12-77 M._fooie 1078 11-30-77 M - 64. Coating damage, coating peeling off on Emer. Diesel OIT Storage Tanks reccived. Repair ___I)._gp_ born 2-11-78 1079 11-29-77 M-305. 3L4" Socket Flanges rec'd do not meet __
. Complete markinq reauirements Der spec. rea'mts. Jeject 1080 11-30-77 G-27 Dvnhant tamn- nnt maintainoa during uniding nr Dnennnnnl T.nn1r D i n er U -H J. L huk
~
1081 12-2-77 _c-30h._Attachme_Dt plates for_ class 1E tray _ supports Reject
.show evidence of drilled holes filled w/ weld metal. Use as is h-h-78 J. Huron 1082 12-2-77 Ihrg. C-381 & C--652._._E-2_ structural _embeda_ located _ _ _ .
__... _ ___ above_dcaicn drawing _clRYations.__ ._ Rework ____ _h2h78 ,_P. VanderVeer 1083 12-5-77 M-18._ Emergency niescl_ Generator _ Foundation Parts. Reject Fabbed.w/o FE. approved dwga ._ incorrect dimoncions. Uce.an ic. 12-5-77.. Dwg. C-244. . W.30.x.132 hea,m connected to a C-6
. 1084 Uno Ac Io embed has incorrect fillet weld dimensions. 2-8-78 J. C. llaron ~10 8 5-- --- 1275 7 F ~ owg. d l~023. R ebar shifted, removed.
Diesel-Std. Repair 12J?-77
~~
G'encrator b'Idg. El. 63086n
~'-
S. Kirker { m , v -
~ s LOG OF NONCONF MANCE REPORTS PROJECT NAME Midiand JOB NO. 220
- PAGE 2 3 4 5 7 NCR NO. DATE DATE NCR NONCONFORMANOE DESCRIPTION / REMARKS DisPO. CLOSED CLOSED BY
. 1086 12-5-77 . M-20L Rhopwalds do not conform as they_are_snecified
_on_thE_i!Dplicable sketch for each hanger. 1087 12-5-77 Spec. J-263. Doc. verfication package has no form Doc.-Rework f G-321-0 available for Thermowells,_ incorrect bolts Use As Is 1088 12-5-77 fi-]O6AC. Shop welds. for hangers received are RYerilled. - Use as is 3-20-78 D. Durr 1989 12-5-77 F-19487. jggg, Zone 4 Gravel received had failino gradation ' R eject 12-29-77 T. Chi i stoffe rson 1090 12-6-77 J-230. Cement content 5# low of the required tolerance _for_ Batch _lisket #24485 U se A s Is 12-30-77 S. Kirker SWI(63475]b 1091... 12-6-77 C-231. Concrete curing temperature fell below
~
_Telcx. 12 TIT- 77 A. Lamach minimum of 50"F. u se a" ,' ' ITGTC2~s3)a _ 2-3 _78___ s Kirker_' I 1092 12-6-77 C-208. User test #48 fine aqarggates test f. "ure. ( dse as is 3-13-78 T. Lieb 1093 12-6-77 -1.11 9 - Rhopwolds nn_hancerido_not_ conform as they _a re_s pec i f.i e d_on_ the._a po l_i cab l e_ s ke t e h fp r__ca ._.ha n Qef__ . s 1094 12-7 C-210. 4A hackfill sampled had 94% passinq the 5" sieve Telex 1-2f " 8 T. LieT exceedinq n Liie allowable l'imits. Uso As In 2-2-78 T. Lieb 1095 12-7-77 C-230. Concrete placed with high slump. A(688.5)a' --- Use An In 1-13-J8 B. T. Cht.ck 1096 12-7-77 C-230. Failin raddi on fo r 3/4" agg regate . pours AT624)a, AT v .67Ja T Use As In 1-13-78 B. T. Check 1097 12~9~77 M-64. Documentation packages for tanks received wTo acid _ maps, _neld rod control records, cleaning doc. Doc.-Rework M-204. A rc strike on spool 2HCll-20-S'613- 3-4. 1-17-78 D. Delaney_ 1098 12-9-77 StdRenair 1099 12-9-77 CT31. Concrete on cure, temperture or zB t' recorde<1 S_cryice Water Discharge structure. Telex 1-17-78 s. Kirker 1100 12-9-77 C-Ill. Grinder left depression on penetration 2Z-51, Uce_Aa_Iu_ _ l 2h-78 D,_0. Or. born
~~~-
Unit //2-- 62 ST6CAz-2970 Std. Repair 2-11-78 J. C. Huron 1101 12-9-77 C- 143. . R epla c e ment rebar. left .out .nca r_ pen et rations 'lo
._ . . _ _ . _ _ aleeves 2:1 and 31, Aux _Ilbjg Elev. 584' _ _ ,, ,
rionconformar cc 1.-3-73 D. L. Osborn 1102 12-12-77 M-30$. Servico rating.on pipo plug ottuaped an 6000//,. Quailty Vmification Doc. indicateo it to be 3000// H " i" l 2-3 'IU T. Chri u t >1Teroun 110 ~l l-l?-T/ M- 30$. IIcal codo on 62 peu, of 3/h" 1$0// CU :N finng.. . illegibic. UC 110): I P-l P-T/ M-21$. 10" 90"LR Ello dollvored to tho jobol to w/" Hi. loc t. ?. - n - 711 I ). l.: . 14 11 CurLified m'lto, X-roy film, noil cod" nl.nmp.
-, ,. _n
)w (
Q LOG OF NONCONF 1ANCE REPORTS b ' PROJECT NAME Midland 303 no, ' 7220 76 PAGE 2 3 4 5 7 NCR NO. DATE DATE NCR NONCONFORMANCE DESCRIPTION / REMARKS DISPO. CLOSED CLOSED BY 1105 12-13-77 Valve Manual operating handle broken off, rendering the valve in-operative. Rework 1106 12-13-77 . .C-231. Concrete Tempact maintained during_ cure. fcIcx, I T 2~Z~77 D. L. Osborn . US ^*i" l-10-78 SW Linn m ev. 385.5_t tn 590-5* _
- s. Kirker -
1107 12-13-77 C-230. High air entrainment on Pour A(687)c Slab //8 . Telex. 12-20-77 S. Kirker
!Jse as is 1-6-78 B _T. Cheek 1108 12-13-77 C-208. Gement users test #61 had a recorded iesult ._ on_lpss__qf_ ignition of 3. 3 . (rn_a x. of 3. 0% allowed) _
1109 12-13 -77 C-208. Flvash samoled_on 11/4/7/ had a specific _ _ gravity variation of 5.9% exceedino specified max.by.9; Use as is 2-9-78 T. Lieb l 1110 12-1h-77 G-27 Dug.-652- Baama 917n1 ana 917B9 wolaaa with nn aviannnn ne unlaing fillnv mntn1 enntrn1- ITnn An Tn 2-10-78 J. C. Euron __ 1111 12-1h-77 .M-305.__Reat nnan ntamped_on_ mat'l doen not enmpa"" ' _witluheat_numbar nn certificaFm R
- rk 2-3-78 R. Montreiul 1112 12-15-77 F-24898. Beams received without heat number trace-Reject 3Xty. 12-21-77 D. E. Duff 1113 12-15-77 M-204.oElued heads without covers. Cont. # 1. Az 57 Rework A z-47 1-12-78 C. Groat 1114 12-15-77 M 204. Pipine materials storea improperly. Laydown Rework Repa_ir 1115 12-16 Dwn. 617 Shtanas. T6. Valve
- rinoed to spoo'l piece placin9 No strain on spool weld making auality of pipe indelernina te. Non-con 1-21-78 H. D. Fostc.r 1116 12-15-77 M 1250Q,_ Valve ID on tag _does not compare with Valve
. . . . . ID_on_ Quality _Yerfication D.oqumentation. _
Use as is _1_--25-78 D._A.Jelancy 1117 12-15-77 M-106..Jhop_Welda_on_ hanger _s received for ETE__853 & . 96a_are_nversized. se as is 3-2-78 D. Du U 1118_ _ _ _ _ _ _12-15-77___ M - 15 7. Nameplates for Vert. Axial Fans are incon-sistent when compared to the documentation Re.iect 1119 12-19-77 M- 106 A C. ~ CS lugs for hanger 10"-lHBC-110-H4 have y a heat number that is not traceable to the MTRs. eject--- 78 D. Duff 1120 12-19-77 M. _5. 5. _G ou g e s i n He at Exc hange r n o z z el s ,__O_E__7.._6 A.. &. ~ D
~ ~
Std. R epai r 1121 12-19-77 C-231.__ Concrete._curface_has_too thiclc. Grout cover.-. A(608).__ Use as is 2-2-78_ S. Kilker 1122 12-19-77 M-305.__ socket xcid_raiscLface_flances_do_not meet - R ej.ect complete markinir reauiremen.ta_P.er_A3ME_. Sect. TTT 1123 , 12-19-77 M-305._Benignation_oLScryice_Ratirut is not_ stamped ~ on. Socket. Weld _Pipq_Ph Rs. R e3cet R. . Montre1ul ___ .___._._____ __ . 2_-3-78_ _ _
f A LOG OF NONCONF i. NCE REPORTS PROJECT NAME Midlmnd JOB NO. 07290 PAGE 77 2 3 4 0 5 7 NCR NO. DATE DATE NCR NONCONFORMANCE DESCRIPTION / REMARKS DisPO. CLOSED CLOSED BY ll2h 12-19-77 _DwgmC=3h3.__1#1 d om Nnnd
._Ro._wclding_heing done on_npper quadranta.(lockweldinc Rework nt_lowcFe9M)8 1-30-78 - J. C. Huron 1125 12-20-77 flan Baseplate for hanger installed 7 e'rger 1-603-8-5.ticaTTy~~instead of iiorizontally. Rework ,1126 12-20-77 J-233AC, f1R indicates thermowells are to be socket
_ welded,_ delivered to__the ichsite threade_d. 1127 12-20-77 _C-133A . EmbR_ds delivered to the .iobsite with only len_ studs._instead of the_ requited eleven. Rew rk 1128 12-21-77 Valve _30_ REC-BE-R. . Flange _nealing surface and butterfly haa_ runt in bc.th_areaa. Whse_//2 ._ Rework 1129 12-21-77 M.20h. M-611-3._. Socket wel_d:Lyere made on 1" eine wi.thout the_ required WR-$A_ form._.Ila_AI_ hold _pointa. _Use As Is 1130 . _ _.12-21-77 F-3106. Compressive strength of test sample for non-shrink g rout rec'd was 10# below spec. ren'mt. -<Use as is 12-23-77 J. R. Sli fer 1131 12-21-77 C-231. Curing temperatures of concrete fell 4" & 2 Use As Is below mimmum aTIowed. CCT&44. 3 31b; 2-6-78 S. Kirker 1132 ~12-21-77 C-231. Concrete curing temperature fell below a pccifiratLon_reauirements A 653) Use As Is C-231. Concrete curing temperature felt ~~b(elow 1-Rh-18 jl d irkcr 1133 12-21-77 Use as is
.___ specification _r.epuirem ents SW I(653)c , 2-9-78 S. Kirker 1134 12-21-77 _C 231. Concrete allowed to dry on the surface Telex l-23-78 dur.ing cu ring, C G { 6_50.17 )a ' Use As Is ---.S, Kirker '
__1135 _12 22 7/ Dwg. E-714. Installed cable tray supports have more 2-2-78 '
~ ~ ~ -
splices than reg'd by dwg. Aux. Bldq. El. 604',617' 1136 12-23-77
~
C-170. #11 rebars omitted, K walF04.fC8 6 Use As Is 1-13--78 B. T. Check 1137. _ _ _ _ 12-23-77 _ .fi-204. ________ Spo_ols exposed to an area where cutting w/ a
, _ . torch has caused rust and heavy splattering. .
_. Rework 1138 12-28-77 _Q loweT5y C 20B or ASTM C-31208. Cylinde r icu ring tank tempe rature li gher, than _ al Use As In 2-6-78
~
S. Kirker 1139 15-28-77 51' 346._ No Code Data plate on_ pipe _ spool 2CC A- 15U ... Doc.- Nll#435. D. Delaney RAWork_ 3-15-78 1140 12-28-77 F._24901. IIcat number on flat bar does not match _ number on documentati n. ed l._$-70
.Tt_Chris tofferJon_
1141 12-28-77 MDocumentation, _M.laint, rcccircIl_w.ithout.. Quality __ Verification.- - --- ReJ'ect 2-8-78 D. A . Delancy - 1142 12-29-77-CT231-~Ficid~ bending of #8 rcliaTs, senlee water-
. . . - P_u m. p _St ruc tu r e_.
Std. Repair 2-2-78 S. ~ Kirker
r n I 7 ( ) ('
/
LOG OF NONCONFO ANCE REPORTS PROJECT NAME Midland JOB NO. N2 _ PAGE 2 3 4 G 5 NCR NO. DATE DATE NCR NONCONFORMANCE DESCRIPTION / REMARKS DISPO. CLOSED CLOSED BY 1143 12-30-77 A-I3'ntel.d"X Illdg block wal.1 with no provisions for rebar or li Rework 11hh 1-3-78 E-11381 Designation of service ratine is no.t_atamned_ y nn 1" nna 3/&l_ pipe _ pin <m _ 1145 1-4-78 _M_106. Shop _walds nn hangere arn nyer.iized__.fnr . _E-I!E-909 4 -965 469. and_919. Use as is _ _J-20-78 D. Duff 11h6 1-5-78 C-632dare_fhould extend 2' 1" hoi nv Ahh 'h" but_wcre ' Telex l-23-7 3 A. M. Torres no.t_ installed __ Cont._#2_ West _Sec. chi eld 3tJ11_ Use As In 2-6-78 S. l<irker 1147 1.-5-78 0 C--230.,_Concrgte_placad_hav.ing_tsmp. 0 llave_heen_50_F+10 p. DC(630,5)F of 62 F,__Shguld Use As Is Tgl g g 24-78 g*. ger Sr 1148 1-5-78 C-231.__ Surface Temperature not_mintninca. Tc'ex l-13-78 A. Lamach > DG(627.5)c _use_An_Ic_.E-13-78 B. Cheek 11h9 1-3-78 F-3106._._Eandon_ sample _not_taken on_ grant _.rechl,_ bags __ (I/A Reject s_.__..____ ...._
. s ent _to _US _Te s ting _.were_no t_ weighed. Use_Aa_Ia__ 2-16-78 J. Slifer M-305._ Marking on matl 1150 1-6-78 (ILeavy_JIcx Nut _s) does No+.
_ __. ___ ogrec_wi th _Ve rific a tion _llocumentation_agnt . Reject 1151 1-6-78 M-1,27. Star _ tup Feedwater Csntrol Valve delivered to m _. __ . jobsite with_a_ cracked _ casing on pressure _svitch. 1152 1-6-78 C-230.__96_cu._ya_ ne noncrete_was_.indeterminamtly placed d C(647.5)n' (concrate_alump) Use as is 3-6-78 H. Cain 1153 1-10-78 C-230._ Concratn ata not_ ment _the_90_ day _compressiv" use as is 3-7-78 R. Siple L__._ _ _ _ _ . stren6th.__..Anv - Bl ag- A(.6hl.33)c ' Sce_UCIL984 1154 1-9-78 M-125C .__Valv.e_ rec eived_on_ mite _with_ no_rerifica tion _
. documentation._S/lL5205-lh-1 6._6"-cCB-cs-lL ._ _ . _ . _
1155 1-10-78 R-129A.___ Identification _taca_are improperly _ attached _ tc operators _on siv valves. C-321D foma incomplete, 1156 ~ 1-9-78 J1-132. (b 12" Valves) radiographic film not sent to Doc.- g .iobsite. Code data sheet incorrectly filled out. Rewnrk 3-22-78 J)._J)elancy 1157 1-10-78 .DWG_C-625.__1__#7_doveLnissing cominc nut _of_.the_. fuel r _ trnnnfer_ wall approx. 6'-0" H- of m orner. .._Use As Is_ l-13'Z8 F. J. Miluovic 1158 1-10-78 5. Star crout Bulletin _012761ande.teminate_ curing _of_ y____..___._. _ _ _ _ grout.. . Use as is 3 23-78 __S. _Xirker 1159 1-11-78 c-231._sv1(635.5)a nuvence_temperatura_was_not Telex 1-31 "8 3 Kirker
. . _ _ _ _ _ _ tr.aintained. Use As Is 2-13_.78 L _Chect _. _ _.
H160 1-12-78 M-1. Preocurizer_ Spray _ Motor.. Operated. Control.. Valves.. r.____.. . . . . _ _ _ _ _ Valves.. stored improperley. .___. ___ 1161 1-13-78 M-10hA. Quality Verification Documentation not roccivi d. Rework. _ . w .
.(2CCA-.18- S611-2-8) rust on spool - a_(2HCD-2-S613- 7-5) Doc.Reworic
l LOG OF NONCONF RMANCE REPORTS l k C * ' PROJECT NAME Midland JOB NO. 07220 PAGE 2 3 4 5 7 NCR NO. DATE DATE NCR NONCONFORMANCE DESCRIPTION / REMARKS DisPO. CLOSED CLOSED BY 1162 1-13-78 C-210,__2gne LA Fine Backfi_1_la 66661 failed 4" & 3/8" sieve requirements. 6632_8 failed 4" oieve requirement. _ Refect 1163 1-13-78 M-1.__Make_.Up_Pnmn nviva lotne- ntoragn and r.aintenance not_ maintained. Il6h 1-13-78 J-201.__ Win Onnten1 Pnnala s/n 1n15/1C25. tnnknut rclay_ switch _hent: Unmeplato henknn in hnif-1165 1-13-78 M-305atuds_A_nuta_do not acc_t the_ epj;;ple_te . mnrking_requiremCntS 1166 1-13-78 M-305.___Bolta A Nutn_ stamped _with_ wrong _hcat_ code. nacuman tat i nn vnenivnd in i na n tarmi nn ta - __. 1167 1-13-78 M-10hAdimonci_ons_sn_6" flance_dQ_no_t_acreemith No vendor _ drawing.__( IBBC-9-S633_6-1) _Non-Con 2-2-78 M. Donovan 1168 1-13-78 M-lh._ Coating on unit 9Pn5n hne numnennn nvann nf paint fin >irc nff- . ._Rewn rk 1169 l-16-78 M-326.__Hancer 2 619-3-lfLi:twelded__to._ embed _viih_appro 1/16"._ space _batwenn thnm- Rhould ha innvennna in 3/3"._..c. Rework _ 1170 1-17-78 C-23Q, PG-DC Grout was batched containing less than th 3
. _ _ minimum _de sicrLweight_of_ccment . Use as is 3-6-78 S. Kirker 1171 1-17-78 M-305. Studs & Nuts do not meet the complete marking-requirementa. Reject 3-6-78 D. Duff l . _
~
I 1172 1 E-536.__Cnnduit hnn henn anmaged_by drilling _the d.
-____ . -- __ 78 concrete _clah. Any-nlag. Pinv._5991_(2BC013) Repair 1173 1-18-78 F-25h6adoo_pon_or 7/8" viatmardened_wachere.
Vendor _ cent _7/3L(. Purchase _Drder requirna 1") _ Rejeg 2-9-78 R. Montreuil 1174 1-18-78 M _1. 8 Jeac tor _ Coolant _hmP_Rato r_n , _ine o rrec t mou_n ti ng_ . - fJance_dimensiona,_rab_b.ct__incorrently deqiE neL llc 1-18-78 I 2306.__Twolundles of 2 #8 Rgbar were cut without Prior _ approval from Pro. ject or_3quident Engineering. Use as is 3-9-78 D. Osborn 1176 1-18-78 C--208 - vivc_ Sine Cront Acceptance __ Teat.__ Grout _ cubes _ . atripped_at l i l hourn, ernceding Ph hour i f ni t- Use as is 3-1-78 T. Lieb 1177 1-18-78 C-208.__3/h" _Aggregain Crnan tion- nia not_ meat
- .
minimum weight._various_ placements _on 1/11/78-_ Use as is 3-1-78 T. Lieb _ 1178 1-18-78 C-304._ Weld wan_ completed _on_ Beam _#217Bl_to_E-1 - Rework 1-30-78 J. C. Huron Embed without .QC_ Verification _of_ fitup..._. .. . ._ . _. 1179 l-18-78.. .. C-208 Manonary Prioma were stripped at h6 houra
. 4.50 minutco, not.Jnecting.minimun.of_h8 hourn.(11/lh/77jlseasis 3-1-78 T. Lich 1100 .-- 1-18-78 )M-305 319' 8"1" Dio..Coh 80 Pipo ' doliverial to --
llobolto wI t.hou L dintinguiohnblo markinga.
s LOG OF NONCONFORMANCE REPORTS PROJECT NAME Midland JOB NO. 07220 PAGE NCR NO. DATE DATE NCR NONCONFORMANCE DESCRIPTION / REMARKS DISPO. CLOSED CLOSED BY 1181 1-19-78 C-231. Concrete Curing ( A total of 23 indeterminate hours of low temperature Stt)l ((o.W. 3 E i Use as is 3-10_78 s. virker 1182 1-19-78 Er9n_ 19n unia n enk vinngea_ snvennan contain neratches, watar found inataa Plance, vnet- P3 #9 Pan- Aron Rework h-1-78 J. Slocumb 1183 1-18-78 C-230. Concrete Strength. Concrete nlaced_10llB-77 Use As Is Telex 2-6-7E S. Kirker A(69Ll7)a'_. failed to meet rr.: quired strength a 90 days._ 3-1-78 T. Lieb 118h 1-19-71 M-106AC PR 8, 10 pc's Carbon _S. teel Pla_te g uali_ty Doc. Rework verification _ documentation net _ received. _ 2-6-78 D. Duff 1185 1-20-7h 3-50B.___ Frac _tured Yendor_ waldn A atiffener._Eine _ Vendor _wal an A 1 nti eron nr ernctured. Personnel _ lock __ 1186 1-23-78 Dwg. n 159_ h nn. yan nr mnn miv was_placed_ontniaa of__the--specifica limi+a.__.A Jlse as is 2-18-78 J. Moyers 1187 1-2h-78 M-30.5m_596 Pos 14" Sch 20'80. (.659)n Random Lenghts. Ma_tl_ received at jobsite witlLno_ Heat #'s,._ legible marki ngs. 1188 1-24-78 ;2230. 7 yda. or F-2 connrata enil aa to_ meet _6000_ psi _ J _90_dayn- c(_761>58.)n' use as is 3-13-78 T. Lien 1189 1-25-78 &l27A. TD tags on S/N WM 5,JM-25-1,JM-23-2Lare_ 00C. Rework wirna to_oparntnrn_ c-391n rnrmn incompleily_ filled _out-Rework 1190 1-30-78 M-lh9. Housing of IVM-55A _ Safeguard Room Unit Cooler - dented & Punntured. Elev._568' North 3 ace _Eaai 6.2 Repair 1191 1-31-78 Dwg. c-378. Prescurizer Lower Support Embed. Shown @ -- 1.7 ' 9" S . Jc 10'114" E. eh9p] , Repair 1192 1-31-78 M-20h a leld Wald #12 W i,ier_no_t_qualif_isd be 17'9" S._& 10'to0%" the East applicable _ welding _ procedure,_ _AuLJlldg._Elny,_18h' 1]93 2-1-78 &l06.___E_ME-bl6,687-01451,938 & FMD-022dhop_w doJ10t ment _accepiance_. criteria or OA/OO procedure'eL go)6B 119h 2-1-78 31-106.__E-MS-h61,666, & 972 __ Shop _welda_do_not_ meet ___.
. accep_tance._ criteria _of_QA/QC_ procedure _f02A006_Hev.._B__
1195 .--._ 2-1-78 h 215,. 10"._Sched _80_Seamwelded_P_ipe_ deli.vered_to the . Doc _ Rework
- _ . . .__ _ . _ _ _ . .jobsite.3/0jiTR for weld mat'l used,_raftiographic film, .-R_e M __ , _ _ .
1196 2-1-78 (1-215. 12" Sch._80_SS pipe. delivered .to the jobsite w/o_MTR .for._ weld _ mat.'1_used_and radiogranhiC film _ Doc._ Rework M-75.. No DocumentationJackago_roccivodlfor_the 2-2-78 1197 .,
- n D. DeIaney
. . . . . . . _ _ _ _ . _ _ _ _ _ Servico Water._Eump, ta Doc. Newor Dvg._.C-67h . _ Con flint y[g_// 0P--25A.dyc._ C-h3Las_to_ placement _ of .
1198 2-2-78 . Eipa_r_estraint embed - type 3. cen_#2.,tercEl. 69 '11" 2-2-78 D-7_ Jerminations in motor controlCont.~ not Tn 1199 Use as is s
,ancor_ dance with requirements. D.
._3-28-78 Thompson
. ~
1 (
'-)
\
\ I /
w/ LOG OF NONCONFO MANCE REPORTS - 1 1 8 PROJECT N AME Midland JOB NO. 07220 PAGE 01 2 3 4 5 7 NCR NO. DATE DATE NCR NONCONFORMANCE DESCRIPTION / REMARKS DISPO. CLOSED CLOSED BY 1200 2-2-78 fi-106AC. 5 ocs. S-Beams delivered to the .iobsite Doc - without certified material test reports. Rework 2-9-78 D. E. Du ff - 1201 2-3-78 c-P30. Bagged cement ($66_ baga) delivered to lo_bsite L nn 19 1-77 withnut n temperature heing_taken. Use as is 3-2 M R E U ob 1202 2-3-78 M-' 17- nadiographa enr necay unat nnenvn1 pumps _nQt._aYall able. d en ni tv nrnh1 nm . ntn-1203 2-6-78 E-3&. Angle E eceived'with incorrect dimensions & riame_ cut damaga- hc{hg Hae As s 120h 2-6-78 _C-230,__P_our_C{l73L.$)n'_did not m. cat _6000 nei @ 90 _daya. Cont. T ning Girder. 120$ 2-6-78 ._Dwg._C=h38.. Right 9"Y23"Yh'-lO" anchor _ plater for .Use as is J)at-#1 A #9 unrn mi neabricated._._R.__& S. Sec _ShieldJall__. Repair 1206 2-6-78 _M-6h- Emnr. Dienel 011 Storagelank_ Hold _Down_Stra_na._ _ Coating._paal ad A nhipped . Mo_ coating on straps at all Std. Repair 3-lG-78 __D. Osborm 1207 2-8-78 __J-201- Main nnntrni Panela;__ conduit does not have _colnv noding, diatnnna hatwnnn ennewayn below minimum. 1208 2-8-78 C-211.__. Concrete curine fell below a minimum of 50 rne $0_indeineminnte hours. Au;;._ Bldg._ Block _ Mall #6 Use as is 3-2h-78 D. Osborn 1209 2-8-78 M-206Ac. num 1 A19 t 19- nnnyar hna_5/_16" rilint wolds instead-of__3/15' [9 enlled_ cut by_Grinnoll-proc- Se as is 3-2-78 'D. Duff 1210 2-8-78 F-2$765 ASTM __A307 bolts do not have m'nufa nnvarn identification _ nnjent 1211 2-8-78 Dwg._FSK-MPC-9-9006._SS_ pipe _atta'ched in V1ned_ Head Rework hao hole _ burned +henuch i t nnnned_bv nening_of_wnlainc cable-1212 2-8-78 _Dwgs, C-141.C-194. Existing Jowels' do not meat _ cover __ Repair requirements. Aux. IlMg. El._628'6" _Use as is 3-2h-78 D. Osborn 1213 2-9-78 J)wg. c 9n8, c-poA - amheadea plata inntall ed_too smn11
. North rnne_crim lina- 5-9 A A.6. Any- nldg R1- 685'n"__ Repair 121h 2-9-78 _C-230.__ Cement User mnat #63,_1/11/78_had_a_rcan1 t nr 3 39%_Soa_&__h.0A)_3Ca0. Al2O3,_excending_ mar, 1 i mi t .
121$ 2-10-78 .E-20. Riec._ Penetration Assemblica,_pq_incrt Ras _ _. _. blanket,_ gable chaffed. 2Zlh2.lhh,_1h6, lh3 . 1216 2-10-78 M-618 . _36 " _ Butt erflylalya , a_d epra q uio_n _noro sa _ the___ _ _ _ _ Repair raised _ face _cf flanga,_ manual _hanc_ wheel _QroKendh-0060ri--l _. 1217 2-10-78 M-20km Field _Hald_#1$E Pen _2ZL__No_WR $ for_ repair, welding was completed w/o QC__&h_e_kya. elle?ng.Jssued _ Use as is 1218 - 2-10-78 S-20-_Two_El_ec. Penetration Adapter - Flanges. G-321D Doc. Rework was_not_. completed by Bechtel Supplier._
. _. __ _ _ _ _ .2-17:76_._ _ .__._.: J. . Sli fer
LOG OF NONCONRRMANCE REPORTS - 1 1 PROJECT NAME Mialand JOB NO. 07220 a PAGE - 82 2 3 4 5 " 7 NCR NO. DATE DATE NCR NONCONFORMANCE DESCRIPTION / REMARKS DISPO. CLOSED CLOSED BY 1219 2-13-78 F-3101 Five star crout. Test sEh26_faile_d comnressive strencth. location of ~42 bags indeterminate Use as is 2-14-78 R. Montreuil 1220 2-13-78 P._106Ac. 16 pc's. 1 3/h" X 6" SA415 Grade 65 Luca. qn,1ity_.Documontatinn_packagn hnn nnt henn recLived- Doc. Rework 2-21-78 D. Duff 1221 2-13-78 L106AC. Rhop ordar P Tholh, E-two8h, mMP LME-97.9,_wnl a n an nnt mont cri torin of TTT'n hdedu_ro. . 1222 2-15-77 .5-326 .__80_Eancera_c onsin ting _of_ 300_Fi el d_ weld s , underniza_welda/defecia Anv- 1 A 9,_ Cont._#2 1223 2-1$-78 M_30$. 11.667' h" of 2" Sch 80 CS Pip.e d elivered to_ _ _ _ 10bal_te_H1.th partial mar _kinga, illegiblc_or_none_a_t_all 7" M. 1224 2-15-78 K-10hAC. Pipe spool 2DBC-9-s63h-7-h. received at the jobnito dented. Rework 1225 2-15-78 M-35AC.__Wrone revision of the G-3.21D form was received Doc. Rework with thn Qualitv Verification Documentation for OP-75B 3-9-78 D. De1aney 1226 2-16-78 Grout _Cubca.__.68 cu. feet of crpt placed with only 6_setn nf nuhnn mnan. Linnr Plate _ Repair E1. 672'1 Use as is 2-17-78 B. Check 1227 2-17-78 Dwg._OO-550 n1-nm; Annhnr nni t R1 nava, pinto A nut _.wan_ found_to be_off- cen+av-1228 2-17-78 M-106AC.__ Shop Orders WMN0ll,0lL_031.JLO33_have valan which an nnt mant tha anceptance_critnri a - 1229 2-17-78 3 9n- Riv Rientrinal Pnnetrations,_ cabin chaffing. 7n i nert-gas _.hi nnka tJon , nat_ received,_hlockaga-1230 2-20-78 _Dwg. C-LI6. Embed #- 638-lh-21 is not in correct location _as called out by dwg. Use as is 2-27-78 D. Osbom 1231 2-21-78 M-ll1AC. Plued TM TZ3,_ heat _ code _does not ngrec_with__ _ Doc._recid- Tzl8 nn impnnt teating vnnul tn/w_ Doc-pkg. Doc. Rework. 1232 2-22-78 _.3-13--78__ .I .__Slifer_. C=233 2_ Tank Support Wn11 Rmbeda,_ received _at_thn No 2-24-78
..jobaita._with nhnnt 3 nf the C-391n fnrm missing. SQDCORfDIDaDCe d,__R._.Slife r 1933 2-23-78 C-305.._.Bunalna hnrn nut without Project or Desident___
Engineering _ approval. 1234 2 "3-78 .c-230. . Concrete Air Ccntent,_for_ pour _A(6$3)p _ Telex 3-16~ 78
- s. Kirker placed_with high nna inaaterminatn air Use as is _3:2h-78.
1235 2-21-78 D._0 shorn L 305._ AsMP RA-193 nrnan n7_studa, mat'1 maruna . .
.__. n., dj e c ,t.
_ASME_SA194,_ Documnn tati nn nhnwn mnt'l tn be_SA193-1236 2-23-78 .n_$hAC.__.RB_Sprav Pumpa,_.l_radiocraphic _r.epor_t_missinCi NA &
. Motor _ Operators on numns tanced wro.ng. Doq. Rework 1237 2-23-78 ._J-2Ql._ Main Control Boar _ds,__teqt y qorts sent do not
- s agree with specification, finish pt ; int record not certified, v -
l 3
;
) h LOG OF NONCONFORMANCE REPORTS -
V PROJECT NAME 1 Midland 1 07220 8 83 JOB NO. PAGE 2 3 4 5 6 7 NCR NO. DATE DATE NCR NONCONFORMANCE DESCRIPTION / REMARKS DISPO. Closed CLOSED BY 1_.230 nnne rntn hich nimm at nnd of line for nea 1238 2-24-78 gavel mir. PourA[701)a
~
P,-20. Electric.alpenetrations delivered to the .iobsite __1239 9 9h-78__ emagebDeYi otI -M0hM6f 01' #bf8Yfd4 1240 2-27-78 b/fl$t meet criteria of QA70C Procedure 02A006 Rev. B 1Z41 2-Z/-78 F1253- Duclear Pipe riftings, PurCnase Or' der requires-' sh'5rt radius ells, long radius were deliverea. Reject
'T242
~ 2Tf7-78 Dwg. C FJ5.
~ -
Missing Slab Rebar in fuel transTEr wali Rework Telex h-3-7E ~~F. Milsovic pour t~o tI-~647' 5" - Use as is
~T243 - 2228 78 - C 231. Concrete curing lemp. fETI below 500 o-n P~our A(672.5)a' 7 4~4 3-2-78 E 233. Sleeve tmbeds, the elongiftTon of snear stiids
- fo not~5 Feet requirements. - pe{eM_ 3-9-78 J. Slifer
- T245 3-2-/u t-53b. zBC005, 3" Pvt Londifft, was fiTTedTiitli iro'Ut.
aux- Siab-@ Elmr 584' Reject _1246 3-2-78 1-2h-78 c. Brown E-19AC. 15 KVA Inverter (2V20) received on the jobsite with 2 broken meters. Rework 1247 3-2-78 ti-106AC. E-ME-907 & 963 do not meet acceptance -- criteria u(weld size) 1248 3-2-78 C-231. Cadweld, shooter not qualified to shoot
~
verticals. Cont. #1 Refuelina Canal Walls 1249 3-3J78 ti WI6ACTFR-~fr3, delivered to Standi'sh Fab Shop without Quality Verification Documentation Pkg. ._ Doc. Rewor) 3-17-78 . __D. E. Duff 1250 3-6-78 M-li32J alvos in Aur RidgJamaged_by__ cons tructioli and _concrotn dehtis_on_thom. Rework 1251 3-5-78 Dwg _C=226- Ream nat._p3 aced _per_ requirement _of ' 1 __ Dwg. Use as is 3-28-78 D. Osborn { 1252 3-3-78 _C-231 Concreic__Curino- AuL _ Bldg. Slab 5 had a
. surface _ temperature _dr.op. A(659.)P' Use as is ,3-16-78 _S,_J{irker 1253 3-3-78 _C-23L__. Concrete _ Curing _AutWall 4 ha.d_a_ tempera tur_e
_ _ _ _ _ . .. drop.__. A(6 72. 5.)a ' __ N/A 3-8-78 . S. Kirker 1254 3-6-78 A-hl... Paint. Storage, Temp._0_ Standish _ Fab._ Shop _ ranged abovo that called nnt in Spec A n1nn below. _Use as is J-22-78 R. Valentine 1255 3-6-78 .1%305.___the_desicnation or service rating is_nat j [ .atamped nn thn mn tnri ni _ 1256 .. 3-6-78 .M_lohA AC.__spon1 1 m-9--S631 1 - has _ rust _ scala, ... - I
~..
lELBr 10-S631-1-lrust scale coverini 30% of int, surface
.~.
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LOG OF NONCONF MANCE REPORTS PROJECT N AME Midland JOB NO. 07220 PAGE 8 Ob DATE NCR { NCR NO. DATE NONCONFORMANCE DESCRIPTION / REMARKS DISPO. CLOSED .. CLOSED BY 1257 3-6-78 li.lohA-AC. Pipa_Spon1 OImC-l% M18-1-1 dnlivered to__ nnn. n nuo* 3-28-78 M. Donovan 1258 3-6-78 ~_si_te_with_ Dwg. C - 10 9. documentation._ discrepancies._60' Dike Embankment Soils, of dike c ross-section not documentird by Ot. uecords. Use as is 3-17-78 D. Osborn 1259 ~3-7-78 ff-T3~6. No documentation received for Rc5 Makeup Pumps. Space heaters in motors are of wrong wattage. 1260 3-/-/B H-1.6. Unit I 5 team Generator teedwater Header.
~No documentation has been received.
1261 ~3 7-78 ~J 201. H5in control Board, condOTt in sections 1Cl2/ 3 ~1C22- TCT37TC23. & 2CT3/2C23 are not color coded. 1862 ~3T8 78 Dwg. ET6D. Cable Tray Supports, bracing installed a6d is nut irstrDYdance with dWg. Use as is 1263 3:9-/u if-74. AuxiTiary FeedwateTP0inpT3P65u a uOSB,
'nfissirig-do'cHMerTtEtTUM Doc. Rework
~
C-231 - Service Water Pump Structure, concrete surface 126h 3-13-78 - outof]1umb. Use as is 3-17-78 n. Osborn 1255 3-10-78 _M - 10 6 A C. Channel fo r hange r Z 1/ Z"-ZCC D-28-H18 delivered to site wong size. rk 1266 ~3213778 'C-' 231. Indeterminate dry concrete. A(67T 5)a' '- 12 67--- - 3 13778 C;248- Cr251. Embed Plates omitted, Tilt Pit Fuel P'o~o17Aia~ x . uTdg. _ggy ,7y 1268 3-13-78 Dwg. M-183._ Sluice Gate frames and slides installed --
@ incorrect locations. Service Water Pump Structure. Se is _ _ _
1269 3-13-78 31 305 Matil_renniyed at the_Jobsite_with ilingible___ mnWings or nnnn at all . 1270 3-15-78 E-2h.___SWI_ Sluice Cate Faateners do not have Rework 1271 - 3!13 78 - EDN.edddnnti cinatinn rnn*ine. elder not cualiiied td the applicable welding procedure. FW b H 1, A ux. Uldg. 1272~~ ~~3-16-78 E-20AC._ Electri_ cal _.Eenatrations,. cable _ chaffing, _ _. _Nn_ Documentation. _ 1273 3-17-78 Dwg._C-473._.111esi_ng_Hebar Contm/fl_Re_Luslinc Canal _ _ _ _ _ . _ . _ _ Slab. Use as is 3-30-78 P. vanderveer 127h 3-20-78 C-$0. . . Dolts &_Studa for_Perconnel_locka_have no __ markin 0 230.gs,ply venQor dwgs dofsl not sd.ocify type to be used.
}_ff78-
~' ~
- - - -~
7p7g - %s" User test ~ -~ ~ ~
~~
Use An Is 3-22-78 R.K. s Diple
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' ,m f'N (
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LOG OF NONCONFORMANCE REPORTS - 1 1 Midland a PROJECT NAME JOB NO. 07220 PAGE M i 2 3 4 5 6 7 NCR NO. DATE DATE NCR NONCONFORMANCE DESCRIPTION / REMARKS DISPO. CLOSED CLOSED BY 1276 3-21-78 hyg. c-1021. Minaing nahnv vnwet; viano, canavn+ns Std. Repair 1277 3-21-78 C-3oh Welan nncomplinhad +n unl d nymhn1 ha+veenJ _1._77 and_3-6-78-aro_indeteminnte_ 1278 3-21-78 Iwg...&8h6. M_ 9ndn 7 nhiala vall mi aning nna amhed ea.Rowork on incide and otitside face; R1 ; 626'0" Cont-#1 Jse as is 3-23-78 P. VanderVeer Ja79 3-21-78 $_ star _ Grant _ nn11antin no ._012761,- Crnu+ nnt cureLin_ accordance-with ACI mennnmandations- ___ 1280 3-21-78 c--231. Concrete _ Batch _ weights,_Ticke.t_No._26h21 & ! 2642. bare _ overweight nn namant. AnY_ Eldg_
] dll 3-21-78 F-2hhh9 S+ninl ann steal mnhing_ delivered _to_ johsi.te__
with_incide of +' thing div+y: Rewnvie 128? 3-22-78 c--231- cnnerata enving Anv- Bldg mil #6 hna n surfacc_tempcratura avnp_ 1283 ,3-22-78 P-31.06. 5 Star Non-Shrink Grouts, failed comprehensive strength _ tent. 1284 3-23-78 wg._c_65h. structum1 staal Rmhna nnt-P lanad par meqni mmant nP awg ( &19h, E loh) 1285 3-23-78 2 , loaAc= Pipa unneava sMacob,o85,s-us609g 11-01 8h6,946,979-01._Do-not-meet _accep.--cri-teriada 6PEeN, -C. 1286 3-23-78 %75._-_Cnlumn _cight of thn C-.321 D fnrm nnhmi ttad with an a l i ty_ Verification _Doaum an tation. _I)oc. _ Rework Lindersized_Welda - Rainmin erny_Supporte 1287 3-23-78 Cable _ Spreader Room. ITnit 9 1288 3-27-78 c-931.__ concrete _ curing - caveringmas removed _at tha end of tha extended nure. Pour _SWI(6295)a Use as is 3-11-78 _J. Kirker 1289 3-27-78 C--231. Reinforcing _. Steal - 47 nhaar tin in un ving vn11 of cont._#2 i n nrposed. . 1290 3-28-78 c--231. nonn~+a curing _ Temp - mempern+nven cor ennnvete use as is piarn in Aar Watav Bi nnhavge_vera nnt nhenlead a n npeci'ied. f 3-31-78 S. Kirker 1291 3-27-78 m20 - El ac+vi n a l vane +m+4nna - 5_ penetrations _ deliver 3d to-41te_with_ cable chafing,"0"_psig_ pressure,_no_documeptation. 1292 3-29-78 M-106AC.__Fiald Deleasa_#18,_ seller._haa_cupplied
.. wrong._ Grade of Carb_cno Steel Plate.
Gement_. tented enF nnan"nn qcni tion-rosultod_in-a 1293 3-29-78 208-1294 - 3-30-78 failure E_$er.cPenetrationsinstaliensuont'hatmat'is E-20. ec Use as is T 31-~70 D. . Thompson used t methods used, renders the _ quality _indeterm nata, . _ . _ _ . . . _ __ __
s ,, LOG OF NONCONFORMANCE REPORTS 9
,7, 'lj.Jo0 l 2
- J, 1 s
PROJECT N AME Midland c p_ __ ___. JO3 NO. 7220 _ PAG: 86 2 3 4 6 5 7 { NCRTJO. DATE DATE NCR ' NONCONFORMANCE DESCRIPTION / REMARKS DISPO. CLOSED I
~ ~ ~ ' ~
CLOSED BY
~ l' C-626. Mineing h vels betvecq_thq__q.Ath.diest o corner R 3l_2% ____,i, 3-31-78 of the scuth sec. shield vall. I Ure_.a eworl: t is ___h-3--76 .._2.__Hi_llicYic. ,
1296 h-h-78 E-20. _ Elec.trical__]Lene_tration_Asgembl#.a__,_;receiveLat_ lDo. . Reuork site _.with.no.docuncnta. tic.n,_2Zlh5_chafal.inboarthox.___;uco as ic i 1297 i 4-4-78 _nvg. C-S3. _ Du rin g_ fill ing _o f_ th e. . coo ling _xa ter_ pon d 1 ashed..c at - an slaF'N.l R pair [ teriaL C - fitlas_ t.o . pact' 4-l o ally _t"ls omitted h-& 76 _3._0chern.__.__
. . . .12 % . { 4 - o,. . ..-78 _Dw;.:
Zone. _4 C-1Z_ ma./1 ciowe .i p j
._4.-#6 $bweb o_mitted on slab /l 5._ Aux. Ei. 6N' 1299 4-5-78
. Dwg . C - 19. #6_ dowels incor rectly_ olaced betw_cen ][j ! IJework ._.
. _ _ . _ _ _ _ l the ext. w.,11 of the SW Pumn St ruct and sumo walls Std. Repair __I-7-78 1300 h-10-78 t _.D_. Ocborn _ _ ____ ;
Rtc.__C-2022.. J5_Tienarere_not_inatallettroa.Elev. t
. . _ _ . _ _ _ _ 63h-6. to _6h9.'-0".,_ Dicccl Generator.
1301 h-10-78 _ _ _ _ _ _ .E JI-lCLC-AC.__.Fipo_Spo.cl_8"elHBC=98-3619-13-2 hw a _.______ code _ data _platn wi th no r*nnufacturen_ nam mi_.it- ! [ 1302 h-10-78 E-10hA- AC.__ Pipe _ Spool _PWc-232-s657-h# rabba to ;
. _ _ _ . wrong _.vcudor_ dwc- [.
1W! ! .-13-78 c-230._. concre_te_ Cylinder strencths - sats 2981_, 2982,_. l .. _and 2985 did_unt mont 6000_ psi at_90_dacs. 130h ! h-12-78_ . _ _E-20. _ Elec_trical Penetration _ Ass.smbJv - ModpM_C_is__ i I h leakinc.and..has canand conduc_ tor in::ulation_.to_.runil & expand. ! h-13-78_ _ _. _Dug. 2r613-h-5.__Eancex_hatinc_cente.te_fieldJeE 1305 __
, numbcrc h.and .$- [
iW i '
- -13-78 _. C-30h.. E lc were..found_to_be_unaccuepat2ble_due_.to.____l ._
__, _ _ _ . _ _ . _ _ ____.______..___.___;
;
_ undercize,.cversize and ucld_defec.ts ._El._6h6' Unit 9 i;O7 E-20. Electrical _ Penetrations received O jetaite j
.' L- b 78. wi . _thout.Documentiati_o_njs._had__"Q"
_ ncig_p_wonurg reading. q j _ _ _ _ _ _ _ _ . , _ _ _. _ _ f
._____.t.__ _ . _ . _ . . . . . _ .
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C NONCONFORMANCE P.EPORT
- 1. PROJECT N AME JOB NO. 19. 20.
._ Midland 7220 NO. PAGE 10F3
- 2. UNITISI 3. 2MIGFIDEE/PART NO. BEV 4. ITEM DESC81PTION 5. ITEM LOCATION $'[ [
fommon 2Y2O N/A 15 KVA Inverter # .- = , -- M- e (
- 6. P.O. uwicurww 7. SERIAL NO. s. R CEMENT PART 9. SOURCE 10. Gl3N113EX5111NlE/ SUPPLIER 'IChy 7220-E-19-AC 7218-4 P/N -.SEV SER No. Supplier Solidstate Controlsj Jnc, b ECTION CRITERIA {-1. f2. ASME AUTHORIZED 13. SKETCH ATTACHED 14. Discovered During 15. Equip Furnished sy
()DWG (X SPEC ()OTHER lRNO}N NA D Reh.-k hffgNO R i)YES (2 NO ( 2 Rec's ( IConst ( ITest ( IClient (XIEng ( IFLD
- 16. NONCONFORMING CONDITigNpbcification 7220-E-19 Rev. 4. Para. 10.1 states in part: 24. DISPOSITION CONCURRENCE .
rework . refect - re polt un gg jg
% e method.of_ preparation _for_ shipment _shall adeauately protect the preferred AC ~N _
_ power _aupplica and all acggaaQries against corrosion, dampness breakage or vib- _
-M 3-7-[7 D ENGINEEH DATE ration _ injury that might be encountered in transportation and handling." Contrary to t;he aimve, inverter 2Y2O was received on the jobsite with 2 broken meters (Reverse Durrent Flow Anuneter Relays). "Q" number is 3.301. [PHOJ CONSTH QC GI N E E H MM "(
DATE [' Hold pending final disposition, i AUTHOHtZED $NS TOH DATE _[hollLtag(aLapplied_tO nonc9nforming_ item (s_). . 17 flEPORTED BY DATE 18. VALIDATED BY DATE as. DeseoslTION HESUL.T5 !. SM
- l N hp 3 ~2.-f
- 21. ROUTING: ( ) TO FIELDLENGINEERING ( ) TO OTHERS (SPECll'Yi
{~
- 22. PQ Field Engineering Disposition ( ) Field Engineering Recommended Disposition to Project Engineering i
- , _ . -- " ' - Ecu c "cp W f* e. & d Em cu re m en t. La ad i n ln R M n e, i.n g n C m e t e rs' p. o m
_el e n d.a s and W ri e d to i n s te, t L- 7., e t v.s'- , l]. W R-1,-lif _ W 2 X Q y M L _' % ^ f D " -,. __
/6- sab/
s 0 W . , ~ nm I-
- 23. PROJECT ENGINEERING DISPOSITION i i
- 26. OC ACCEPTANCE GC ENGINEER DATE AUTHORIZED INSPECTOfj DATE T ) i
) \ ,,.I
ja 4,,ay , ' 9.pp l v NONCONFORMANCE REPORT .
- 1. PRCJECT NAME JOB NO. 19. 20.
_JUdland 7220 NO. ] y PAG h)pF.ap a
- 2. UNIT (S) 3. DRAWING /PART NO. REV 4. ITEM DESCRIPTION S. ITEM LOCATIOfJ
,_ Common See Block 16 N/A Pipe !! angers QC Ifold, Uhae. .'/ 2 72 N-{ -
a" NT PART 0. SOURCE 10. dlNNWiWiTAi/ SUPPLIER N/A lN A .REV ,
, ac r. 7 -
Supplier ITT Grinnell3 Warren, Ohio l
- 11. INSPECTION CRITERIA R-1.OO-279 12. ASME AUTHORIZED 14. Discovered Durino 15. Equip Furni ed E[y (TOWG ( ) SPEC ()OTHER BRNONO. See blk. 1 INSP ION E Q'O 13.(g) YES ETCH ATTACHED ( ICisent (IIEng ( lt LO
()NO F) Rec's ( )Const ( ITest
- 16. NONCONFORMING CONDITI :
- 24. DISPOSITION CONCU6RENCE M ed M M M m H'S d@ Mdm FJE 907 and EfB 963 have shop welds which are specified on the applicable sketch """* "I --'*3"5 - "
for each hanger; and are required to meet the acceptance criteria as listad on ITT eTio7cCTYigi o Esci6cpp- si.cir Grinnell'g_ quality Assurance / Quality Control Procedure 02AOO6 Rev. B. Contrary to _ the above, the shop welds are as follows:
~
~'HOJ P CONSTH QC ENGINClai Odif AuTuoaszco NSPECTon u ei T E
- 17. REPORTED BY DATE 13. VALIDATED BY DATE 25. osspqst Ts n ucsupTs
_. (1414 '. i 5-Z Y
- 21. ROUTING: . ( ) TO FIE,(pENGINEERING ( ) TO OTHERS (SPECIFY) t $h DN t c. Y;) h '
-~
U
- 22. ( ) Field Engineering Disposition M Field Engineering Recommanded Disposition to Project Engenconna ,
m.r Pc r i 9c4 A* t'Qr.,e c t mi
<( ? 4- }] .7,Y ___
l} 9 [~ 'AS /S " A ,) A p Y77 su Le R t(- 7dY G
~
g 'ViL. aAt 2 +:xe l
' ~ ~ ' '
- 23. PROJECT ENGINEERING DISPOSITION
.__.._ , g i !
_._ ~ _ . . 2G. OC'ACFEPTANCE I pC ENGINEEH D \ TE
, . AulyOnlitTfir756EU]Oii ". ~ 04
- ( --
Q.
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~ .f o U NONCONFORMANCE REfwi(CONT *D)
(y e. rs.ss 2 m ,,__ 8._ ,,,,a,,,,, M.,ga/ t f: Diocp_16 Cont l __._HAUGERS SKETCH NO. SHOP WELD NO. WELD SIZE REQUIRED WELD SIZE 14EASURED
- _I s",-2HCD-18-lu. 2-611-3-32 1 3/16" Both Sides One leg 3/8"- One ics 1/2" one side Is"-2][CE .18.-]Il 2-611-3-32 2 3/16" Both Sides One leg 3/8"- One icg 1/2" one side h"-2HCB 18:IR 2 611=3-32 5 1/8 " All around 1/I " - SOi of veld. 9/8" 50% of vald t
h"-2HCD _10-in 2 611-3-12 6 1/8 " All around 3/8" - 954 of weld. 7/16" 5% of v::1d > 12-2GCB:25: Inh 2-611-5=5_ 1 3/16" Both Sides 5/16" All around 5/16" All around
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12:2GCIh25 Jals 2-611-5-5 2 9/16" Both Sides
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"O" suynhgr is 1.112. 6 Hold pending final disposition. 6 hold tag (s) applied to the nonconforming item (s).
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4 -to na 3 u -p .: ' y [ '. e Ov . NONCONFORMANCE REPORT
- 1. PROJECT NAME 108 NO. p 10 20 Hidland 7220 Nd.1240 P GE _ bF.A
- 2. UNITIS) 3. DRAWING /PART NO.
- REV 4. ITEM DESCRIPTION '
- 5. ITEM LOCATION Cont. I L Cont. #1 N/A -
, N/A Cadweld Refueling Canal Walla
- 6. P.O. OR SPEC NO. 7. SERI AL NO+ 8. REPLACEMENT PART 9. SOURCE
, 10. CONTRACTOR / SUPPLIER N/A N/A 1 Construetion P/N-N/A REV.N/A-. SER NO. -N/A - N/A
- 11. INSPECTION CRITERI A IR NO C-6.00-6BD 12. ASME AUTHORIZED 14. Discovered During 15. Equip Furnished By
()DWG (M SPEC ( ) OTHER NO4-231 R ,15 " " ' " 13. SKETCH ATTACHED 1 '78"E'3"NO ( ) YES (M NO i ) Rec *g l(IConst ( ITest ( ) Client ( lent.MX)FLD
- 16. NONCONFORMING CONDITION:
Sect. 10.8.1 of C-231, Rev. 15 states in part that if a 24. DiSPOSITIO'N CONCURRENCE shooter has not used. a specific splice position for a period 'Of three months, that "*"" " " ' ' "8" ' -"'* " L the shooter shall be requalified. Contrary to this, IW-412 did not shoot any verticals for a period of three maiaths, and then on 2/25/78 made six vertical "" ' ' ' ' " " '""""" ^*' I cadwelds. Six hold tags applied. "Q" Listed #1.104. Hold for Engineering PROJECT ENGINEEH DATE Disposition. PHOJ CONSTR QC ENG8NEEH DATE f ~~~~~ ~ 366 fM/Gb S//EET* NE eAh(J)@ JPENRGtnA770AJ. -
- 17. REP RTE B DATE 18. VALIDATED DY DATE an. 08sPOSITION HMULTm f f 0 0 N a % 2. ~If '
- 21. 'UTINGJ 14 TO FIELD ENGINEliRING I i TO OTHERS (SPECIFY) V j Recornmended Disposition to Project Engi.neering
- 22. ( ) Field Engineering Dispositionn(9 Field EngineerinlspOsitiDn _ -
Requested By M-7D-7A f
;
The six Cadwelds as mentioned abOve have been visually inspected in accordance _ with spec. C-231 alid were found acceptable. At the tilne, the cadwelds were made, the shooter was qualifietanthaiheen_shanting_hnri2catal_cadwelds- The_shcoter was re_ qualified for verticals One day after the ahaye_sho s_wnre_made. Therefore. 9 the field recormiends use as is.
Reference:
NCR'983. " - N m h, h I
- 23. PROJECT ENGINEERING DISPOSITION .
I [[ '/[6[7[ * '
~
. l j
l
- 26. OC ACCEPTANCE
'OC ENGINI:ER DATE AUTilORIZED INSP'I'CIOIt' ~ ITF-D
\.
j . . . -- - -
, ( ' *
/ ;-
r G- x i .I NONCONFORMANCE REPORT T NAME f 1.g E JOs NO 722o 19, 20. NO.125L PAGE 10F 1 .' 2. UNIT (S) 3. DRAWING /PART NO. REV 4. ITEM DESCRIPTION 5. ITEM LOCATION Aur. El ig.
- hdete2minnte 12-ECB-BF-RLD N/A 3 - Butterfly Valves $681 El. near 6 7. SERI AL NO. 9. SOURCE mMsD a 1~1: 188 g; N/.A P.O. OR SPEC SeeNO.Block 16 pjn agy
- 8. RYkCEMENYMTSER NO. N/A _ Constructica 10. CONNT f,I7t3 N ACTOS / SUPPL.lER
- 11. INSPECTION CRITERf A lR NO_N/A 12. ASME AUTif 0RIZED 14. Discovered During ION EO'p 13. SKETCH ATTACHED 15. Equip Furnished ay
()DWG (M SPEC i)OTHER NO M 903) DaL 6 1%P (LYES (31 N O ( IRec*g lalconst i ITest ( IClient klEng ( IFL.D
+
- 16. NONCONFORMING CONDITION:
Butterfly valves w/ sng D-o080-5-1 and D-oo80-5-4 have 24. plSeOSiTiON CONCURRENCE broken handwheels. conuw r,e debris (which apparently fell from a trash container) "Y'I 3 '
- 3. /
' ' is scattered over these valves and valve sng D-0080-5-3. Further damage to these valves caused by the falling debris is indeterminate at this time. "Q" No, is MM /AJB
' " " '" '**'" 3//g_
74 Indeterminate. J QC Hold Tags Applied To The Valves. Hold For Engineering N GI N E E R DATE,
, Disposition, PR git &zm CONSTHQ da riEER TVeld QATE pf"4 _4 AUTHOff t Z ED INSPECTO N 3-ff-2[(
DATE
- 17. R RTED sY DATE 18. val.lDATED sY DATE as. plSr SSTION HESUIJS
_ /L_ 2 YN/ h 9m 3 * &*lW ROUTING:[I I T[ FIELD ENGINEERING I I TO OTHERS (SPECIFY) {
- 22. (Xl Field Engineering Disposition { l Field Engineering Recommended Disposition to Project Esgineering
_Iwo new H '=' handwheels are on order for valves 412 036 & 412-020 (FMR BM-2336)
.Na_apparentexternaLphysicaLdamage_1s_ritible from concrete debris. All valve .
internals are sealed. Remove concrete debris and Clean in accordance with l 7220-M-342 par. 7.7. 3Chke.}w Ysf7/ h8 hyN,,,,,, i - 3f/pjy
~
l j gg - - - ,
- 23. PROJECT ENGINEERING DISPOSITION l
- 26. OC ACCEPTANCE OC ENGINEER DATE j h' AUTHORIZED INSPECTOR DATE I -
t I r
N ,-
-~
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o i ;
/
j x__./ NONCONFORMANCE REPORT
- 1. PROJECT NAME JOB NO. 10. 20.
. . . . m. ;
'j" "! N O. _ PAGE 0F _.
- 2. ,UNITIS) 3. DRAWING /PART NO. REV 4. ITEM DESCRIPTION e 5. ITEM LOCATION
. 17/j\ ^y 1* ' t % 1 ?' t
- 6. P.O. OR SPEC ,NO.* 7. SERI AL NO. D. SOURCE
~ ~ * ' - 8.RK?ALACEMENT PART 10. CONTRACTOR / SUPPLIER l' p/g P/N KV SER NO. . .y,,,, ,, , . , , ,
- 11. INSPECTION CRITERIA 1R NO. Mach" / /P 12. ASME AUTHORIZED
()DWG p) SPEC ( ) OTHER ION REQ'D 13. SKETCH ATTACHED 14. Discovered During h. Equip Furnished Ry NO'b F " "'8 - If.S,P ( ) YES (:) NO (") Rec *g ( )Const ( ) Test ( )Chcnt ( IEng ( li-LD
- 16. NONCONFORMING CONDITIONi,,9 24, olSpos%N CONCURRENCE y ,,
, 9 ,, ,, , ,, y ,, _ ,, ,; ,,,, ( ,, ,,y q e- ,1 ? ., - Aq fM" fIm a h } ,*m f f f, 4 ?" 't.9 fint. _t r n T T T t qi f t'e . .'- I' 3 ' ' l l *.-? .
it" 3i^'
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'PROJ EC T FIELD L N GIN ECIt~ D'A TY PHOJECT E NGe reLLH DATC PHOJ CONsTH QC Cr4GINI. Lit DATE AUTHOHlICD INsPCCTO H DATE
.- , r.n i st .
- 17. REPORTED BY DATE 18. VALIDATED DY DATE 23. ise sa T n Hcsus.Ts
's p. -l '. ,
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- 21. ROUTING: ( ) TO FIELD ENGINEERING l ) TO OTHERS (SPECIFY) ,
~
- 22. ( ) Field Engineering Disposition ( ) f ield Engineering Recommended Disposition to Project Engineering
- 23. PROJECT ENGINEERING DISPOSITION 2G. OC ACCEPTANCE OC ENGINEER DATE
. , N AU THORIZED INSI'ECTOR DATE
, 'W
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