ML19329E887
| ML19329E887 | |
| Person / Time | |
|---|---|
| Site: | Midland |
| Issue date: | 11/30/1977 |
| From: | CONSUMERS ENERGY CO. (FORMERLY CONSUMERS POWER CO.) |
| To: | |
| References | |
| NUDOCS 8006180722 | |
| Download: ML19329E887 (356) | |
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TH!S DOCUM!
f P00R QUil NOTICE - ;
'HE ATTACHED FILES ARE OFFICI AL RECORDS OF THE i DIVISION OF DOCUMENT CONTROL. THEY H AVE BEEN I CHARGED TO YOU FOR A LIMITED TIME PERIOD AND !
MUST BE RETURNED TO THE RECORDS F ACILITY {
BRANCH 016. PLEASE DO NOT SEND DOCUMENTS CH ARGED OUT THROUGH THE Y All REYOV AL OF ANY PAGE(S) FROM DOCUMENT FOR REPRODUCTION YUST BE REFERRED TO FILE PERSONNEL I
DE ADLINE RETURN D ATE -
1 RECORDS F ACILITY BR ANCH 9 0 0 8 7 8 0 7 '~W J !
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//,l'qlAO/W ' 2 l ( CONFORM ANCE . REPOt G & STATUS BOOK 12-THIS DOCUMENT CONTAINSOh n, pony ,,,, ,, / P00R QUAllTY PAGES
,,ca com. u-mm 0.C. ENG. SIGN *N - 3k
- 1. PROJECT NO. 7220 ]
- STA WS NCR ORIG. NONCONFORMANCE 6. ^
PREPARED BY DESCRIPTION / REMARKS CL.oSCD DY NO. DATE HouTE X TD D OSE D 3-3I 4 A. L. Boulden C-233A. Fabrications with imnroner welding Field No 400 3-31 H. Boleen -76 76
-76 1.201 1-31-7(
h01 h-1-76 H. Bolcon M 117 T i nting nf Valvnn ui th mnt; nntna nn Field llo h ' 11 -27 . receipt inapcotton ASIG Varica : _ l-7 6 76 76 P. M. Pitta 4 R. G. Lussie r 402 4-2-76 H. Lus sie r C 3 A- At ru efitent nnnm 2 3 3 Bo _. c rack # nngle Field No 14 -76 clip. 1.201 4-2-76 76 04 103 h-1-76 T. Lieb C-230. Quality Verification Documents 3rdGIC 5_11 g' 6-1 -D 6-3-7c, 6-4-7-i 4 L. R. Albert. Submitted without G321D. Varies WL No 4 4-16 D.L.Osborn 404 4 J. P. Betts 7. - 52. Cadweld sleeve apnears to hnve been Field 76 1.104 4-6-76 -76
-76 < ut off.
No 8 140 $ 1-8 5 H. Hendricka f 2. elding lacl of funion, Cirder P Field I-Q-14 06 h-13-76 L. P. Wehner .d-30h. Column at K. 31 A. Fr mininnntna nt = 4'ield- = 5-7-76 6-14 7 76 76 W. M. Pardee 617-0, 1.201 h-43-76 . 7 8 470 ;-19-76 H. Boleen M-106, Hanger Fab nhnetn approved levn1 h 32533-76 77 R. Italverson i.112 t hnggf 6-1-7g C40A Dome Liner Plate Heat Unmher Dinerepanc/ Field No 5-6-76 9-16 W. M. Pa rdce h08 h-21-76 W. Pardee -76 1.109 h-21 -76 0-110 Deen rouco in T.innr P1ntn enn t #1 4-22-74 No 4-29 4-30 P. Dica rlo 490 h-21-76 R. Dennett - -
'i ld -76 -76 1,'109 7-8 410 d-21 N. Sh, wl C-233. Anchor hilts without ASTM A-325 nuts 3CGDIl 5-3-76 76 L. R. Albert 76
-76 1.202 . h-,'.6.-76 1
Field No 6 -M-1-77--&-M-3-7 A Tapropcv Pipe _ Spools Coverinco 4 26-7 5 76 11-30 h11 h-g- P. Pitt ASME h.018 & h.028 77 R. J. Mese'[___
- 11. PA' Oc.G11 an.: oc Page 37
p ., LOG OF NOACONFORMANCE REPORTS g f6 PROJECT NAME 1 Midland 1 7220 e 51 JOB NO. PAGE 2 3 4 6 5 7 NCR NO. DATE DATE NCR NONCONFORMANCE DESCRIPTION / REMARKS DISPO. CLOSED CLOSED BY 12-15-76 f a ll. CitrinLDLennc.rcle_px 630 Telm. 1-3177 13. T. Check cavironment on Pour A(634. 5) posed c to outgide Use as ts 1-28-77 B. T. Check 6 31 12-15-76 C-233A. PO- 14441 Ouality verification documenta-
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tion not received for 17 embeds. Doc. 1-20-77 J. R. Slife r 6 3,. 12-15-76 C-233 A. PO-14061 Quality verfication documenta- g* tion not received for 4 embeds. l-20-77
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J. R . Slife r l 633 ' 12-15-76 M- 104 A. Lamons WR Gaskets sent instead of R3, R4, l and CG Gaskets. Indeterminate doc. requirements Reject 3-18-77 R. S. Morrow I 634 7 2-16-777 M - 1. 4. Packaging and Craling ina d equatii;~damag ed C DRM Subassemblics. R ej, ct 4-20-77 R. S. .Mo r row l 635 12-16-76 C-233A. Pedestal welds on two A2 cmbeds have ~ ~
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ins~ iif'ficient 578" fillets. PO- 1T637 R e,wo rk 1-13-77 A. L. Boulden 636 12-17-76 ~[Ido$fnLipear _l indLentiorts_on Snool Piece % HOD _2 610- 0 2'I/ l 4-17-77 F. Maala 637 12-17-76 N.-Sgtebanaobralco_out-oc.-rounLbyg/16".1 r, cei c _1 was not ricated to WMhl' correct M onc n- n p_g ymgy 638 12-20-76 _t',lohA- AC Pipe _Spooln ilelivered to__tlle-.Jobaite . lework &
._ulth_no._deniccant.bagn_.innian the spooln I? nject 6-2-77 J. R. Slifer 639 32-20-76 _C,.38 n'321,n'a vnn'a 4'nr_stnan nmi den 1 vn41m Doc.
l 3-3-77 J. R. Slifer
- 3. - ..nofutraceable_.to accompaning_ doc _or-.m.tcrin1 640 12-21-76 Use As Is CHf-7edu 2 0 8, fr'e 21 ra ng e s. Concrete cylinde rs' cu ring ~~ temperature out 2-18-77 B.T. Check 641 12-23-76 M- 104 A. Spool 2 EBB-14-S634-1-7 received without R eje ct ijesiccant,_and with contaminates. 2-10-77 J. R. Slifer 642 12-23-76 C-208. Slump test exceeded 35cy interval, Pour # .
dCl675.1)b' Use as is 2-15-77 B. T. Check 643 23-7T M- 10 6. Pipe cla_inp holes drilled off center. Use as is 3-11-77 R. D. Halverson 6 14 12-23-76 G 106,__Tavn_r_;ba r cut _ nann _ install.ation of hange r Use as is relm 2-24-71 D. T. Davis 10- l FC B- 34 -II2 3-5-77 D. L. Osborn 645. 12-27-76 c 2 3.0.._F_l Telex 1726Y- -G. Sanders SWI(60'))a'yash_ cont ent_lomfor_.one_Batclt Ticket,- P_ nun _Jsc r As Is 1-28-77 G. Sanders 615 12,27 -76 _Cd 31. CluiangrPliratpre of Haut.h_Pnritons of valln Use as is Telex l-13 v7 D. L. osborn airopp;d to P fr h_ hours, lum _Illti- W 4119 19e; d l@ 2--&77 J ._L J abo w th7 J 2- 27-76 _0-2 31 curing._temperatum nr ini bber crom Tal e Tcim.1-27-77 D. L. Osborn 1 11 egio . USc A8 IS 6-21-77 B. T. Check
~6T8 I Z- 2Y)~7 5-- ~ddfNM6.mhanger fabricated to LAvel~9 sketch - ---
use Es .tf
^ -
Ca rbonsteel plate fiUTt icated to R. '- O Moray incorrcct dimen. Rework 11-30-77
i ) f) (3 i ! q; :.\_/ v LOG OF NONCONFORMANCE REPORTS b P. 3 JECT NAME Midland jag go, ' 7220 PAGE 54 2 3 4 5 7 DATE NCR NCR NO. DATE NONCONFORMANCE DESCRIPTION / REMARKS DISPO. CLOSED CLOSED BY 687 2-1-77 C.-230.___End_of_line temp,,_alr_contrat pump. out of '# U ' #" Use As Is spec. in concrete for Pour CC(703. 58)a 3-29-77 B. T. Chc.ek 688 Z-2-77 C-331 dVall #.5_0,_reba r omitted per dwa C-282 and
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Repair
'C 28'3, Aux Bldg Elev. 614' Reject 4-2-77 M. Foote 689 2-2-77 C-231. Rebar clear cover exceeds C-140 requiremenh Teks. 2 77 M. E. Foote
@ aux 13lde 568'0" construction openings Use as is 3-5-77 D. L. Osborn 690 2-2-77 C,208 Concrete slump _ test missed. Pour SWH620)a' 691 2-2-77 C.-208. Concrete cylinder curing tank fell below temp.
1-28-77 and 1-24-77. Use as is 4-8-77 B. T. Check 692 2-3-77 9 v o_G ra d e_.75_ r.c ha ra_ ins t a llc 11,_.Linit_#2_pr i m a r y Use as is 3-5-77 D. L. Osborn 693 2-3-77 work
}M (g Ifaggeg_.12gII{g- 15 f faggptedjglevel 1/4 j 11-28-77 R. A. Moray 694 2-3-77 M - 101 A ._S p ooL2 E CD S611 - 1=_lILfahr.icatc1Ldiffer_en z
___ . l.ly_.from approved drawing Use as is 3-1h-77 J. R. Slifer 695 2 7-77 C-Ill. Unit #1 Dome, IIVAC penetration located wrong Std. 2-11-77 T. O. Andercon R epai r 696 2-8-77 E l. Pr tective covering for pour SWR (598)a removed " 7 A _2_ hours grior to 24 hours required Use as is -z 3-Tebex.2 7 B.. I.Sheek
$97 2-9-77 .Cy 2 31. Non-contact splice , Aux Bldg, H line @S.3, Repair '1'euc Z-11-U is. T. Check Elev. 646'0" 2-18-77 B. T, Check 698 2-9-77 C-211. Backfill material not tested for deliveries on
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10-26-76,~10-29-76,11-12-76'~1-11-77 & 1-12-77 Use as is 3-7-77 D. L. Osborn 699 2-9-77 II_anii'er $idicii2-6f7!8 ~8. KRgle ellps Installed on ,, the wronn end of the M-Beam. - tormance 700 2-11-77 C-211. Backfill around 11 nit #1 Feedwater Isolation ~ VaWe Chamber, #TD sieve, 48% passing through. Use as is 3-7-77 D. L. Osborn 701 2-14-77 C-Ill. Sharp bend in Unit #2 liner plate, Az ?T)", Elev. ~~ 654' Std. Repai:: 702 2-14-77 M- 12 9 A_, PO 7 tem 22,0,_eight_XallcL.with_ tag _numbe r _. lif.ferent from approved drawinn tan number Use As Is 3-24-77 J. R . Slife r 703 2-lh-77 c-231._.nebar_covererl-.1cas_.than_ allowed by_Dwg-c.4ho, Rework __ _ _ _ _ . _ _ _ . Aux..Blds,.fh6'0" _.F_line A_6.2 3-17-77 M. E. Foote
- i' 704 2-14-77 C-231 M. Foote omitted. ,_Au.x Bldg,__6141, H line_@_S.3,_5.6,_7 8,_xchar- Use as is Telex. 2-21-77 six tot 3-24-77 B. T. Check
- '7U5 ~2 TIS'77 - CT38. GT3'2lTD not traceab'le to accompanTng Doc. or Doc. 2-1C-77 C. Cwinn
<; Ingalls Shipments ' V-4 and V-5 material. 1
n R ( U V i.OG OF NONCONFORMANCE REPORTS J 5 [ d 1 1 s PROJECT NAME Hidland JOB NO. 7220 PAGE 58 2 3 4 5 7 DATE NCR NCR NO. DATE NONCONFORMANCE DESCRIPTION / REMARKS DISPO. CLOSED CLOSED BY _. 763 h-13-77 M-106.__Yendor_dwe.1-63h-h-1h shous_hancer_to_ hare 2'6' center-center._apan.___ Actual _ hanger is 1'6" center-center Reject ___. 764 h-13-77 C-36._._3cmns delivered to the_iob; tite _y_ith re-entrant cornera_ cut _ pant _the_ point _nf_tangencyJk_6hl:D$dh0-D2 3td. Repair 6-30-77 R. Valentine 765 h-13-77 c-30..__ Beam _ delivered _to_the_jobatte_vith re-entrant , c o rnera_ cut _p as t _the_p oint._of_.t angency. Mk._661=B6 Std. Renair 6-30-77 R. Valentine 766 h-13-77 c-38 Beam _219 E9 hna_a_ chop _ fabrication nvmr. a 5/B". cut _in_the_vob_at_the_ cope: Std. Rep. 767 4-14-77 C-231.__C-4 cmbeds omitted, Aux Bldg. 645'+. 5.6 & 7.4 @ Fk Ime Repair 11-29-77 M. E. Foote 768 h-13-77 c_110.__ Cont _B2_11ner_nlate;_09ntamination to zine R ewo rk primer _from_ wooden _ cribbing _anLdripping_ vater- 7-28-77 R. Valentine 769 h-14-77 c-110. Cont #1 liner plate; embeeded particles in mist gg
- _ . . 00at, zino_ primer _applisd over sharp edge.
770 h-13-77 C-1.10.-._ Cont _//2_ liner _nlate; damage to several area nework __ of_the_ liner _ plate _coatinga. ElcY2_59 3 ' 0"-67 3 ' 0" 7-28-77 LV& he 771 4-14-77 ~C-231. Vold_in concrete. Unit #2 Main Steam Repair Penetration, Xi 2s30 8-22-77 D. L. Osborn
/72 h-15-77 _0-2._&na11 nunctures and denta mado_in_ tendon during_
__ the_cadwelding_of_rebar.__ Unit _#2__E1._723'9" Az 250 0 R ework 4-16-77 S. A. Gelnett 773 4-15-77 A ga C_1hn & c=20h.__ Clear _ cover _yari.ca,_ correct
-oncrete_thickneas_cnnnot be_ accomplished. Repair 9-8-77 M foote 774 4-18-77 C-230. Air entrainment at p~oint of discharge was 6. 9% 'I'ckx. 6 9/T .'137 C Cheek thereby exceeding 6To limit. ~~ Pour C(703. 58)a' Use as .is 5-12-77 B. T. Check ~ 775 4-18-77 C-306 Four vertical rebar were cut cont _rny._to_the.
sisec. wlifch71' lows only two. El. 56@ Aux. Bldg. Use as is 5-24-77 B. T. Cheek
~ 776 4-18-77 'C - 3 0 5. Four N-S rebar were cut contrary to the spec. which allows only two. El. 5848 Aux. Blde. Use as is 6-6-77 B. Te Check 777 1-18-77 G-23_3.__Denms_Mk. ' F' L ll0B3_have.._r.c. . entrant corners that are cut past th e point of tangency Rcpair 6-28-77 A. Lamach 77g _C - 2_. Tendon sheathings are in incorrect locations Repair
,g_gg,77 7-22-77 A. Torres
__ E on t . JLLEx t er i o_ r_W a ll_El e v._703 ' nac_as .la__ 779 4-21-77 G_-10.6,_R eba r cut u ; use 3'6" south F line, @pon installation 7.4 line, of hancers. AuxBld as iS Elev. 584'7" 5-12-77 G. Yeisley 780 h-22-77 _E-22.__ Cable _Beel_Ha._p05-2228 (flooy 2cond.) damagej during_re-location Reject 8-4-77 G. W. Brown 781 ~~4 2~5' 77 C - 2 3 0. Air entrainment at point of nlacement 6.2% Tolex. 5 77 B. m T. ' Check A total of 8 cu. yds. In Pour A(659)b' _Une_na_in (;-15-77 D. T. Check
._m_ . _ _ _ _ _ _ _ __._-_____ ________ _ _ _ _ _ _ _ ___
U , O LOG OF NONCONFORMANCE REPORTS O M IU PROJECT NAME Mialand JOB NO. 722n PAGE $9 2; 3 4 5 7 DATE NCR NCR NO. DATE NONCONFORMANCE DESCRIPTION / REMARKS DISPO. CLOSED.- CLOSED 8Y
~ 782 4-26-77 31-1.ofh__IInnge r sk. 2-611-2-6. nase plates
__ _falwi nn ted tn incorrect dimensinns. Rework 11-25-77 R. A. Moray 783 h-27-77 c_39.___20-#5_rebar_delivere<Lio_.the_johsiin had Use as is __ .failing_4cnail n test _.reportae Reject ___ _7-5-7 B. T._Qheek: J. R. Sfifer 78h h-27-77 _0-233.__rAcar__guppqrts attached to the incorrect side Tekw._ 77 5-25-n L n. Sufer 7 85 4-29-77 YEiDcD2.YJ/6"i.NddMtopMNrs-8 I
- cut anHng relolfatliiri lif ctntr6ddET~d1%111 11ne. sta. Depair 'I-9-77 -. __B. P. Ohnnk 786 5-2-77 blT-P-12 2. Mag Particle machine out or Telex. 6-E cgti;g,atioat. Use as is 6-23-77 w. Pa rdeeW. M o-T{f.
787 5-2-77 c-152.Dwc_.__ clear cover or rebar. Doorway @6.6 __ line. Use as is 5-13-77 B. T. Cheek 788 5-3-77 _c-2.30. Air entrainment in concrete for Pour SWI(632)b' . 6-29-77 D.L.Osborn _. - @_2.9%_Rt_DQlRt of p.1_ac_qment. Ticket #15M1 Use as is _ 789 5-3-77 _C_230,___ Air entrainment in concrete for Pour _Y(61h)b felex. b-2-77 B. T. Cheek
-- fL184_&_2.3i at_Doint._qf_placem9nt. Use as is 6-6-77 B. T. Cheek 790 5-4-77 _ Dug._E-541 4" GRfL_stilb _yps_have t'een Telex. 5 77 D. C. Thompson incorrectly installed. _Use as is__ 6-1-77 D. c. Thompson 5-6-77 Use as is felex._5-10-77 n. L. ocborn 791 C-2. Tendon sheathing _ installation location. o Unit #2.
Elev. 734', 5-27-77 B. T. cheek _ 792 5-6-77 Dwg . C - 147. Concrete placed over beams w/o shear Telex. 5-10-Tt R. K. Siple , connectors being installed, Use as is 5-26-77 B. T. Check's ' a. 793 ~5-6-77 c-305 & c- Tob. Bundle:1 renar cut w/o P15 g 8
- 3, g8 h Y- 1-R B. T. Check '/
approval and cut too closely w1W in same l' ace. 7-5-77 B. T. Cheek __ M--326 . n w g . _ 1 - 6 f3 L- 3 :12. _ 194 _5-11-77__ c-304_. ner welding _ or p_ late to beam, Impro trae as is 6-7-77 P. W. Ratte r ,, Aux. B1dg. E1. 65~2T6" - _ 795 m 5-12-77 Arc strike blown into beam flanne, jeb,. " 5-24-77 T. o. Anderson 796 5-13-77 .c.-230. __.concre t e_ dis charce_at_po int _o f_plac ement_had_a_ Tekx. 5-?A-77 n. T. Check hich e r _t han. .all owabl e_nir_c on t en t i Four_cc(7hh.25)n' use as is 6-14-77 n. T. Check 797 5-13-77 ows.._c-20h .__.vertic al_rebar_plac e d mmh that._ cover R epair 8-22-77 M. Foote _ requirement will_be-. exceeded. Aux Bldg._El._.611t ' 798 5-16-77 Due._C 1hl.__Rebar_p1 m ed_incorrecD r in foundation Repair . padu M-91_. clear _. cover _below_minismw_ rug'.mt4_. dsc_as__Is_. 6-9-77 14. Foot,e ! . . - .799 .5-17-77 Several areas on the Polar Crane arelux. El. 6&L6" rusted Use as is 6-3-77 R. Valentine.'
- as a result of field wel~ ding, -handling, and weathering .
. 800 5-18-77 c-228-~ 11 bolts containing only one washer in- 7-5 -77 D. L. O': born 631086"Fiaming Repair utend or req. tuo. KHk-~D1111r ,
(") [)- L LOG OF NONCONFORMANCE REPORTS O I PROJECT NAME Midland JOB NO. 7220 PAGE 8 60 2 3 4 6 5 7 DATE NCR NCR NO. DATE NONCONFORMANCE DESCRIPTION / REMARKS DISPO. CLOSED CLOSED BY 801 5-18-77 M-204. Weliders welded on joints that are below th 3/16" material thickness req'mts, per G-27 WO-1 Use As Is 6-28-77 W. E. Fish 802 5-18-77 C-230. Air entrainment at point of discharge too Eijili~Tb 2%J
?elex. 6-F77 B. Y Check P ou r A]685)a' Use as is 6-7-77 ,B. T. Cheek 803 5-19-77 CT2. Two tendon sheaths are out of tolerance, not Telex. D-2 b-Tf U. L. USDo{
l- 1/2" circumferentiaLin tion. , Use as is 6-14-77 D. L. Osborn svithin_i_ C-231. Concrete wall allowed to h<y during the tIrstC17.14 751a
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804 5-19-77 seven days after placement for 15 hours A (bu. . ZTa 'Use as is 7-5-77 B. T. Cheek 805 5-20-77 Dus.__C-224. Web of beam to a depth in excess of M_ hag 6 been by grinding 3td. Repai c 5-26-77 A. L. Boulden 806 5-20-77 C2 Quantity of cement in Poi.r C(630. 5)a' is over IJse as is 7-11-77 D. L. Osborn 807 5-23-77 M- 10 6A C. Rev. 2 for hanger sketch 0-619-6-8 has Use As Is no Bechtel drawing approval. 7-1-77 J. R . Slife r 808 5-23-77 C-230. IIigh air content in concrete for Pour Telex. 6-3 -77 B. T. Cheek A(659)c'. (6. 8%) H Use as is 6-15-77 B.__T._ Check 809 5-24-77 C-38. Beams 661-B2 , 661-B12H, and 661-B13H have copes that are cut past the point of tangency .Std. Repair 6-30-77 H. Valentine 810 5-24-77 M-ll7, M-123C. M-125C. Valve numbers do not mate i Use as is nu m b e rdr[_lda t e ria l R eq u i s i t i on s . JoC.-Rework Dwg ,_C_ - 2 8 8. l]_5 dowels laced at 14" 17 " 17". & 12"
- 811 5-25-77 @ & bottom instead oTt$e requi iid'i2V,YF5" Aux.
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Std. Repa ir 3-31-77
~ ~
M. Foote
~ ~ ~
812 5-25-77 C --230.. of nlacement to_o low (23g') Air _Entrainment__of,loncro(tc CC Z5t_Jt2 7 ai use.as.is 7-20-77 At_p)nint A..fl. TorreS 813 5-26-77 Irang 1/_lb_er__ v.olda_ greater than dug.__1._610-3-9.attachm to uall R ewo rk Il-29-77 R. A. Moray _ ' eXici_where___p10.te 814 5-26-77 f-lla._ Damage _to_ Unit # 1 nome _. coating R ewo rk 7-18-77_ __ R. Valentine
~~ 815 ~5-26-77 M-lo6AC. 0-321-D and Quality Verfication Uocumentation not received for pipe hangers Doc. 6-9-77 J. R. Slifer 816 5-27-77 _hi- 326,_Ila nge r 3-l FCB-28-H5. nan between plate & Use as is 6-23-77 P. M. Pitts Ty311 over 1/16" inch.
817 S-27-77 R536,_ conduit _(3" GRS) damaged by drilling Con t . _//2 El._S93'6" R ePair _D a _poine _ . 8 1 8...___. 9-.,__3.I 2 7 7____ Q.w-2. 6-29277 L 31. conc gte slab.
- h. Retaining Wall _ Slab cured by li_ quid- Telex. 6-6-T7 B. T. Cheek merparane method instead of water cured SWI(673. 5)a Use as is_ _ 6-1 9 77 _II.J. Check
_ _ __819 S;.31_..____ C 3 e
-~ (i b . North-South Rebar cut witl 31q"a 10' radius 7-5-77 ' B. T. m Cheek Et' hhiig e r lilate locations. Aux. '
Iildg. Use As Is Tekx 7J 77 B. T. ' Check
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() t L (a LJ s LOG OF NONCONFORMANCE REPORTS 4 g C ' PROJECT NAME Midl'a nd JOB NO. O PAGE DATE NCR NCR NO. DATE NONCONFORMANCE DESCRIPTION / REMARKS DISPO. CLOSED CLOSED BY 820 6-3-77 M-1.13 B & U QA Data package has not been Doc.- rec 8d.for Atlas Letlown Coolers lE-57A & B Rework 9-28-77 J. R. Slifer C-208. Field c linders initial curing temperature out 821 6-3-77 o7 specified liFit s . Use as is 7-20_17 B. T._ Check-822 6-6-77 . GT27. Welder qualified to ASME Sec IX welding to'an WWS procedure Use as is 8-1-77 A. L. Boulden 823 6-7-77 M _3_2 6. Iranners with_ greater than 20% of_ plate greatei UST~as is han 1/16" from wall. 2 -611-3-33. 1-616_9_6, 2-617-9-4 Rework 824 6-7-77 lL 'g,Lp r o p e rl r Cembed
- 211JY_at e rs t o p_p aDWG completely, rt i a C-27 lly_e m5, b e1[d28'$1 e d _.sp34 10-10-77 M. Foote Renair 825 6-8-77 C=231__curins 1'- applied _to._the_ vest _ fann of tha Use.as is Service _ Water _ Retaining wall 8-2-77 A. Lamach WR 63}
826 72-10-77 C-2. Tendon sheathing placed circumferentta{ly $)a! T/2' to lhe rt, of cEiftirrliwe as~shwn on-dwg-(out nf spe4 Use as la 8-1-77 827 6-13-77 hci Cz22L__Qrade_A190 3 bolt does not have a washer Use As Is 6-20-77Td < B. T. Check _ under the_ head. 6-21-77 B. T. Cheek i 828 6-14-77 Dwg. C-281. Due to mislocated rebar, electrical penetrations cannot be installid'- hux.-- BTdg. El. 62Tr- n Pair 8-25-77 M. Foote inw.n Pipe spool-lGCB;13 S6rerl Y not truly 829 6-14-77 erreur m as can eT for in Spec. 201 R ej.ect 6-20-M F. Mahala 6-15-77 830 10- 4 2 6_"_.3"_GBE;1amaged by d rilling in R Bl/2 Slab @ 593' 2BA049 Std. R_epaiz 6-29-77 D. M. Colne 831 6-16-77 M_]D:1A._G _321D_ansLQua_ lit iot received for two spools. y Veri.fication Documentt, Rework-Doc. 7-28-77 J. W. Miller~-- 832 6-17-77 c-230 ._Averace_ temp 8rature_for_.noncrete_in_ Pour Telex. 6-Z/ // U. l . Gieek Use as is 7-15-77 D. L. Osborn o-17!77__ r.c(73h.08
>vg. C - 2 2 6.)a'_belou_.70_.
_. _ .FJ 3--- __ Grade A490 bolt does not have a washer IM. (-2>- H- n- A'e t t ene r ; unde r trie head. -- Use as is 7-28-77 8. T. Cheek 834 6-17-77 M- 104 A C. spoolWcetveThas different number than vendor sketcli~b'y7he same shop order number Reject 8 15 ~6 21-77 nug. C-136. Anchor bolt holes for Centrifugal- 11-8-77 R* J* Hesey . . . . . . Unter Chillers moved during conc._p_ottr Aux.645 : Rework 836 6-21-77 M 10l%Ueld_ repair _on_ Spool._01IDC _15036.13-h:11_not P. W, Ratter use as iS 10-11-77 837 T~2'lT7'7-~- Ift"Yt[6E.
- G~~321TD and applR ~bTe OiihliEV vuirivattun t
IEch'EriiEGon not rec'd. Shop orilers E!ME 006' 274 . Reject 6-30-77 J. R. Slifer
~
~ 83 8-~ ~ 6-~2'l !7 7 - C1230- Atr ent'ratnment at point nf ^
plarement-too Ib25.6p g620)a Use as is 8-2-77 A-
. _ _ _ ____. _ ,, ._Lamach__,
l
n f /m
.p., LOG OF NONCONFORMANCE REPORTS PROJECT NAME JOB NO. PAGE 2 3 4 6 y 5
DATE NCR NCR NO. DATE NONCONFORMANCE DESCRIPTION / REMARKS DisPO. CLOSED CLOSED BY
~~~~8T9 6-217 7- C-2TO. Air entrainment or concrete at point ot plac_ement too low (2. 8%)
Pour SWR (636. 5)b' Use as is 8-2-77 A. Lamach _ _ , 840 6-211-77 C-231. Domineralizer tanks grouted as Hon-Q 3}idteml of 808 Aur,__J)1dtt . El. 645: Use as la 9-22-77 S. Kirker 841 6-24-77 E-42. PVC dFilling, Auxconduits 2E nldji,- 5~84g001 & IBC008 damaced
. Drilling _ permit #640 by R epair 7-13-77 S. Kirker 644 6 27-7/ M- IU6 AG. Dwg. z - 6T/ - 1 Gb. Nfaterial in hanger sidille not tracealite to the hTi'R. Reject 811 3 6-27-77 c-a, circumferential location of vertical 5 hen _tllinrr out of +1#" tolerance. Use as is 8-1-77 B. T. Cheek Insulator pail on switchgear bus is broken
~
844 6-27-77 E-205. Rework 10-13-77 F. W. Ringe
- 845 6-27-77 T_wo tickets with high air content. pour number i
Use As Is 8-11-77 B. T. Cheek 4 C.- C 603 2 30.'T7 )c 846 FfF77- h(-fD4fC. Review of radiographic film records and voc.
]C Records reveal missing radiographic tilms. R ewo rk 7-28-77 J. W. Miller 847 6-29~77 G-lexaminat l l . Dec p imperfection ion. uriif #2 liiicrwelded priorATto315 plXtd d eET.738 penetrant Rework 7-13-77 A. L. Boulden 848 6-30-77 ~C 111. DEEri imperfRtion werdEd prior (6 dye penetrant examina tRn. Ihri~t- #2 1 fife r~pliite. Az1 PEE-~67(p Rew rk 7-13-77 A. L. Boulden 849 6-30-77 C-230. Pour C(744.2 5)a', 17 yds of concrete placed wiTIMilh air content Use as is 8-25-77 D. L. Osborn 850 7-1-77 C-38. Documentation not received for ASTM A-490 bolts and nuts. lework-doc. 8-9-77 R. S. Morrow 851 C 230. Pour CC(634.2)a', 6 cu yds concrete placed witb 7-1-77 4 nigh slump test results, use as is Telex. 7 .15:-77 D. L. Osborn g .
y 852 7-1-77 M-204. Valve installed backwards, M-604, Sht 15, n W FW 28. ework 7-27-77 F. Mahala 853 7-5-77 .gD6 IgJgotchc1Lwhil.c installirig_ hanger . Aux _ Bit g Use as is 8-18-77 B. T. Cheek
~~~~ ~854 - -~7:5- 77 11FM. yuality vefif Documentation Package not rec'd for 4 gallons of 6ac5I5 Water Sealant M 6~4 8 eject 7-19-77 J, R, Slifer i ~ ~85 ~ 74-77 IEl[041A~ - - - ~ Rad _i_ographiTReports not received LC Rework- 11-1-77 seve raj_ pipe _s e p_o.ol s .
J. W. Mille r noc: 856 7-7-77 M-204. hiinimurn_waluhtckness not achieved,_M-612. Sht 1, FW# 13 & 14. Unit # 1 Dome Piping, g pg __857 . 7-7-77 A-41. Storage temperature of materiala cannot be Telex. /-U-/ / II. J s Cheek _ _ .ve rif_icA . Use as is '8-1-77 i B. T. 1 Check
a p. O LOG OF NONCONFORMANCE REPORTS
' O
' . Midland' PROJECT NAME JOB NO- .' PAGE '
2 3 4 I 5 7 NCR NO. .DATE NONCONFORMANCE DESCRIPTION / REMARKS DisPO. CLO D Ct.OSED BY - 858 7-8-77 c-305. 374' expansion anchor Dolts not instaliea
~tir the minimuni dupTh. Aux urdg. tiev. 046; Use as.is 8-17-77 G. W. Brown Yard piping acerlict have Certifind-MTRs-
~~
8S9 7-8-77 HO~4a. 3,3,,, or codETo'nipTiahce Reyorts 8-23-77 R. S. Morrow Iwo difterent d6tunreiltatton paciages-for the noe nexork , 860 7-8-77 71 104A. same-spool piece OllBC;1:S618-i-3 Use as is 11-1-77 J. W. Mille r 861 7-8-77 Ji 10hAdipe_ Spool _fiO1A-h6_cannot be fit-un at veld Rework 7-12-77 R. J. Mesey
# out-
- _ _ . 862 _< 7 D- C3Lduc_fo_an_i 230. lyasf use_of-round_ condition.
rs test exceeds the allowable limit -
~for maximum variation of specific surface. _ _ _
Use'as is 10-5-77' D. L.' Osborn 863 . 11 Rebar n t installed n the rt. nana s ue
'7-12-77 of the opening on the NW 2ndary shield wing wall Conti Use as is 8-17-77 P. Vanderveer- -
T64 TT3 77-- Y W6Ac. Two hanger assemblies have the same mark number. Mark no. 12 2HBC T47 Ifl Rework 7-20-77 R. Halverson I 865 7-19-77 E-326. H_ oles drilled into hanger base plate for the
, appligatign_gf__gr_outa._ contrary to REM No. 217 866 7-20-77 I-23t?_ concreie_ cover._out_of_specified_limi.ts for Telex 8-2-7" P Vand B.- T . O, rye i --
-Foodwator_Icolation_ Valve _ Chamber _Rone. Rnutheast vall Use as is 10-13-77 eek .r- '
867 7-20-77 .c-231 Concreta cover _ cut _of_specifica l imi ta_for Telex 8- 2 '? P Vanderveer Joplyater Isolation Valve Chamber Roof. Southwest Wall Use as is 10-13-77 B. T. Check 868 7-21-77 JI-20h._No un-5 insued_ar_NDILperfonned on a ba'se metal Use As Is " *#" l _ _repnie mnda to_a._wela ona prep-
- 869 7-21-77 lhic.JL-52.__ Broken vertical rebar-in block _walLZiG rchar) A m - midg J en_599' Repair i _
6.9 A 'P' . ! 870 7-21-77 Jhig._A menkan #5_ vertical rebar in block vall-JLun_ Bldg._Elev.__639 ' 6" 79A inn ionconformarce 9-7-77 H. Foote 871 7-21-77 C-2.30._ Slump _high_fnt_ainyarsis of conc _rnte,_pou r No 7-26-77 D. L. Osborn CC(634.2)a', 2ndary shield wall. Nonconfonnarice
- 872 7-26-77 n-215_no ce321_n_ar emli ty_verrinatinn noc . Pkr. doc. 9-7-77 J. R. Slifer recid_for h Mn en rR R1bova. Rework ;
- 873 7-26-77 0
- 67.___No_G-32.1-ILor_ Quality Verification nna _Ekg- Udework for_100"_ circumference Xh" Y 3."Jolyurathano inin+ cill a, 8-8-77 J. R. Slifer
~
874 _.7-26-77 Dwg E-535 Electrjcal struck andAux. damaqed block wall- d69617nsta11ation. BTU Fdu E Tn ' Con $' Std'
, 8410 S. Kirker Repain 10-31-77 8 75 7-27-77 JICR-835 .
Equipment _holna for_HVAC_ equipment _vdre . 9-12-77 R. J. Mesey
- - %nd_ ground. Eng. concurrence not obtained for work done . Use asis 876 7-27-77 1/16"_im ns
-38._Tuo_HF_heams_haye_croater_then._:byIS1Mierfectic Ar_Durface depressioris as allowed -6 Repair 9-1-77 P. W. 7 Ratter-4 .
i
N q G \ ) LOG OF NONCONFORMANCE REPORTS 1 i a PROJECT NAME Midland JOB NO. 7990 PAGE 6h 2 3 4 5 7 DATE NCR NCR NO. DATE NONCONFORMANCE DESCRIPTION / REMARKS DISPO. CLOSED CLOSED BY 877 7-27-77 H:' J6AC.__ Hanger _ rod _nol_ cut _to_len$h and hanger skeich No Noncon. Aid _ pot _ingo_rnoJate Bechtel corgments.
.Use as is 9-22-77 J. R. Slifer 878 7-27-77 E--6AC._._G-32.1__D_and_ Quality __Verificatinn nnn- nrn Rework-Doc
._ incorrectly _identific<1 na Non-Q_for_. circuit _breakarm 9-13-77 J. R. Slife r 879 7-27-77 D m _cch3% _ Nelson _ Stud _ attached _to_ plate _ sheared
_o ff__when_s truck _uith_a_h ammer - Rework 8-19-77 R. P. Abad 880 7-28-77 Dm_C-32L__R_tica_ri_th_h L6a tails were nlaned around folex 8-if 71_ - - B. T. Check 1.11 _ tend on _ trump e.t a_inat ead_o r 5 ' 3 a taila_ Cont _12_.U " #
- 7* 8-22-77 D. L. Osborn
__.881 __7-29-77 M-1 Two Use as is two- l'erent pipe snools registbr number:> with the same spool number, 1CCAr13-S603:1=1 882 7-29-77 S-204. En]d 24 on M-616 Sht -10 welded as Non-O list _ _ weld. Rework 10-5-77 P. W. Ratter 883 8-1-77 C-230. Six yards of concrete with high slump, pour
~
Telor. 8-3 ~7 D. L. Osborn Cl?2T92)b' Use as is S-22-77 D. L. Osborn 384 8-1-77 C-230. Concretu iii- Pour C(72T92)b' naa Delow minimum Use As Is Telex.8 211-7 7 B.T. cheek alroTdlile cement weSht and flyash weight. ~8-22-77 D. L. Osborn
~886 ' 8T177 'll T04K-~~~Ts6 diTferent doc. packages and spools exist Rework iii~tli the same sp~ool number. zilCC 4T;5604 T4-2.
Use as is 886 8-1-7'7 ll-fo4A. Two different doc. packages and spools exisGo iiiili the same spool number. ~0)(13tT1 5618 1 1. 'lonconfnrmaticL_8:B _77 J._1L_ Miller 887 8-3-77 M,305._150 ss atuds_ vere _no.t marked _with_thewnu- Reject 8-11-77 D..A. Delaney _ _ . _ . facturers_IILor- the c1nnn nr material-888 8-14-77 M 132Ac.__14aior_ operators _do_no.t_have_ terminal _atrina'- Rework
--839 'ik68. "TaYog"rIr$fs"iEobailTfe'for CCW Surge lanks
~
8T8!77 , Joe Rewort:
~Ridwaste GaiF5iirge Tank- Radwaste cas Decay lanks. Use as ia 150 8-
~~8~77 }l123C. Ra~diographs not avaiTabe on the jobsite for "
10 valves. o R mo rk 891 8-8-77 11-146. ,Radiograptis for 4 Centrifugal Water Chillers not availlible at the Jobsite. Doc Rewor k 11-8-77 K. A. Nilson l1~125A7 Radiographs are n5t availi5le at the jobsTt~e 892 ~8T8T77 _ goc p ,,,77 for one valve. 893 8-8-77 M - 104 A. Yard pip _ing spool 601- A fl, documents and pipe have different heat code numbers Doc Rework 9-15-77 C. Groat
~894
~~8 7 7 C-230 ~ Concrete placed-'in Cont. #f pourback C(734.03Tb' use as is Telex u-11 rz
'TEf5perature averHTe tii5 liigh. 8-26-77 g g . Cheek M;2~0T. ETiictric cable came in contact with a pipe spooi m 8-8-77 095 ~
,- s libiriing a hiilii tiirougli the ven~d~ o f'- ~ shop werd. Rework
LOG OF NONCO 1MANCE REPORTS
' PAGE Midland JOD NO. 0 7 PROJECT N AME 5 4 DATE NcR 2 3 CLOSED CLOSED BY DISPO.
DATE NONCONFORMANCE DESCRIPTION / REMARKS ~ NCH NO. D. A. Delaney A loc.-Rework 11-29-77
)l5 8-23-77 ,n ar thife r[in D. A. Delaney M-305. SS studs are not marked with the Manufacturers Reject 10-6-77 916 8-23-77 ID_or__tbe_ class _of material Edg._Jh16 0 Prehea_t_ temp ._crAture of 2000 F._was not 917 8-25-77 main tained_on_a_ root _ pas s_(Bff 61L_26"_.yanLitinin9 __.'No J1-104/L__ Loc ati on_o f_I tem _5_ orts pool 211CC:43-S604:' '.
Nonconforma u.. 6-29-77
- 11. D. Foster 918 8-25-77 _va r.i es_from JJwMo _the_ac tuaLS poo Ldel.13cred . 11-7-77 C. Gwin Reject
_R-305m_ Stainless _Steagituds_arn_n1141in9_the 919 8-25-77 manufacturer s ID and c ass of material 11-7-77 C. Gwin UA"EC EIU3dUdl* Reject
'-- 0Idi" 0 02 .
920 8-25-77 manufacturen's___IILand class _of_materf aL was Use as is lb Bennett C -2 3 0. I cy of grout placed in Pour C(606. 8)a' 9-21-77 __.921 8 77 Upoundaj>clow_ minimum _ allowable _flyAsh weight. TelM 9 19~77 u. i . t,treek 8-26-77 C-231. Concrete in Emerg. Discharge Structure Use as is 9-21-77 n. A _fheck 922 not water cured - crushTd stoneTackfi117n-lildce 923 8-29-77 & 10hC 2 __311_ pipe _9poola haye_no_de idata plates l with the ,fel_ex. 9;927 T'~D. L. Osborn
.manufactureria_name_ partially _.or_ totally.__llegib e Reba r cut without _ prior approval, U nit #2 Jse as is
. --924 8-29-77 C - ?. 31.
6
- '~
~Ext' - N-104 rior AC--flanges w 11 078on spools-have7aised-faces-ins' tend- U se no is 10-$-77 J. R. Behrea 8-29-77 of-flat. 30:0llBC 20 S618:1:9M0=0llBC=lG=SSi8:l=5 Doc.- Ocnovan 925 10-11-77 M.
F- 2 27222, 5 pieces of channel rec'd on t'he jobsite Rework 926 8-29-77 withoutlicat traceable markings. Doc.- * """" F-22562, 50 pieces of angle rec d on the jobsite 8 8-29-77 Rework 927 without heat traceable markings. Doc.- 10-11-77 J. R. Slifer 8-30-77 C-50B. Radiographs not received for Personnel Airlock Rework 928 9-8-77 J. C. Ituron M-204._E.Wl la_unJ1wg_M- 169,_26" Se rvice W ater Rework 929 8-31-77 Pipiryg, Iloi bending without Engineering approval. use As Is 10-18-77 8. T. Cheek C-208. Cylinders.s.tored_ in cur _ Lng tanks fell below 930 8-31-77 _ temperature requirements. . D. A. Dolanoy RcJect 10-6-77 _. 931 9-1-77 M ufacturers - 301._StID a i or nl es s_St class ofenLS t u d sF-l material,' _r.c c c i v.e d _w f')t l57. hout_ man-9-1-77 gow 230, atPour _C r contenl754.42)a!,_.7_cy_ cone _ rete _placed_with 932 1 out of 2 enjbeds__for_ pump Reject 9~7-77 J' R' G Slifer 8-29-77 f-167.81.__0wg. C-440. _fabbed_ incorrectly 933 . return line rest. #2-13A & 2-13B
-w--t LOG OF NONCONFORMANCE REPORTS 1
t PROJECT NAME ._ _ Midland. JOB NO. 7220 '
, pg -67 2 '3 4 s- "
7 NCR NO. DATE' NONCONFORMANCE DESCRIPTION / REMARKS DisPO. CLOSED CLOSED BY - 934 9-2-77 E-42 D_o_1ts for Selsinic Cable Tray supports do not use as is- Telex. 11-16-77 G. W.. Brown, ~ have traceability to ASTM A-307 or letter of Certification 11-22-77 G. W. B rown -
~" 1)35 T~7~ 77 F 3'0VI-- BeHTns ~ilelivered~to the jousile witn wenis Reject that showed indications of undercutting, porosity. Repair 9 DKW 936 9-7-77 M- 104 A. I 1/8" x 3" bolts, IIeat code FM-99 some Sve cracks in head, extending into shank. Reject 10-26-77 D. A. Delaney.
937 9-8-77 - L:1.30.__ Air _entrainment_oLconcrete at ooint of olace- Toler. 10-211-77 M. Foote Mnt _tQo_hi.9h._ A(ZDL25)b'
~
Use as is 10-29-77 s. T. Cheek _938 9-8-77 C-230. Air entrajnment of consr_ete at point of place- __. Inent_too_high . CCL6D3)b. Use as is 10-29-77 B. T. Cheek 939 9-8 M-214. Yard piping iuns are out of tolerance in Telb r 9 6 7/ h. a. niison relation to survey hubs and specification requirements Use as is 30 4 77 g, 3, . N il s o'n 914 0 9-8 'i7 _M,ac9 es_pipa ci + +i nga en, nnwinn untar pipi"f
- woro-dolivored +n + ho-_ job d + n w/^ enmplata A m- paniraga = Dom-R M 9141 9-8-77 c-205-__wateratop in cont._ hide._inntalled nuch tha Repair
_- it_ vill _nat_c_mhed_propgrly in the Aux. Bldg. El 2 11_11 M. F00te 942 9-9-77 E-26. Cable reel, 5050' length was found damaged
~
on board truck. 943 9-9-77 C-~3 9. 48 pcs, ot #v stock rebar was delivered to thr jobsite with no MTR~s or any U ser's Test perf ormed. R eject 10-11-77 M. Donovan 944 9-14-77 C-304. II-1 and II-2 embeds installed without proper Telex. 10-1 !77 P. DiCarlo. ' N_DE examinations. Use as is 11-16-77 A. L. Boulden 945 9-14-77 F-22463. A307 Rolts not marked with Manufacturers Identification mark. _. 946 9-16-77 Dwa._I-5_36.__. Conduit _IEC012_dacased_by_ drilling the Repair concrete. Aux._hldg._Slah. El. 599'0" , 947 9-17-77 l-38.. Strrtural__S_ teal _ Beams _ delivered to_the pepair _jobsi.te damaged. 948 9-19-77 S_pec. C-306. Rehar cut in_sa.me face exceedino 11-17-77 Use as ts B. T. Cheek al.10Hab]c_limiL__C0At. #2 949 9-19-77 J-17.611. AttemRLS_At_repalr_in9_lef_t_defcCis in _.CDld_l R9_Rj p0_.r.Dit rAj at_emhedS . Repair 950 9-19-77 M-1.0A&,_J1qcumenbltion_00_Lrnejyed for nigg_ spools.
~ ~951 - 9720'~77- C-338. Wall thickness of weld neck flange is 0.299 ~
952 ,._. 9-22-77 j"- . -3/iD n u iW
~
ifi ton voc. not rec'B Doe.-
~f6F 2" 5~chT8FC571pe
- Rework 9-30-77 M. Donovan
/ N
) >
) *
~
LOG OF NO;mNFORMANCE REPORTS -- 1 1 e 7220 b0 PROJECT NAME Midlanti JOB NO. PAGE G DATE NCR NCR NO. L' ATE n/ONCONFORMANCE DESCRIPTION / REMARKS DISPO. CLOSED CLOSED BY 953 9-22-77 _Ihis. c-651.__struc_t.__Denma_ Joined _by__ turn or the nut nework 11-17-77 o. L' osborn n.c.thod_wi_th_oply_o_ne washer.J_on_t.__d2 El. 626' M-106AC. Dwa ul-603-7-13.h" fiq. 60 washers rec'd N 10-4-77 D. Delaney 954 9-23-77 Noncon. instead of 4". 955 9-23-77 A _1.3._,___ Mortar fell below minimum compressiv Use As Is 10-18-77 B. T. Cheek strenath @ 28 days. Aux. Bldg. El. 646'-650' 11-20h__26"_ Yard Piping,_ Veld _#1,_Dwg L167 Aron R ework 10-4-77 P. W. Ratter _ 9$6 __9-24-77 . ground _helow_ pipe _surfaca Repair 957 9-26-77 c_- 38 ._s tructural_ s t e el_B ean_14 ark _n a ._702-B15o__va a re c e ive d_at._the_j ob sit e_dama ged - 958 9-26-77 C-230. Air entrainment of concrete too high, end of Telex. 9 77 B. T. Check IInc slump too hiliFi. CC(77C5)a' Use 6a in
~-
10-29-77 B. T. Check
~~
Telex. 10 71 P. Vanderveer 959 9-27-77 IMc._C-32%.__ Concrete _ cover _cannat be maintained due
.to _the_plac ement_ of_. reb ar.___C o nt ._# 2 E1._.173!6" _Hcwork 10-7-77 _B._.T._. Cheek Tel ex. 11-2 ' -77 A. Dtmach 960 9-27-77 Dug._c=97 #8_rebar_nat_ projecting _na_. called out_by drawing- 4rvica_ Water _ Bldg 620'0"-63fi '6" sinh, Use as is 12-1-77 B. T. Check 961 9-27-77 _C-230 P oz z o l a ni c_Act i_vity__I n dex_o f_Enr_Ll and_C ement___. Use as is 11-17-77 B. T. Cheek
_below_ min 1muntievel_of_ control _(85%)._a t_28 days _ 9-27-77 Dug c-272. Lifting _bol.t s_have_he en_ poured _in_nlac e _ 962 4 "_ b elou_the_ clev._specified_inJ1wg._AuL_El,$9 ' Repair 963 9-27-77 ]!-104A-AC. Pipe spool ICCB-25-S_6_10-1-5 delivered t Std.-Repair the _,)obsite wi th dents and sur_fiLce rus_t. _ ~- rehx. 161771 A. L. Boulden 9 61 9-28-77 BQAM._Rev-5.__W-5A_foms _not_prenanted._to thn AT Use as is for_ hold _pointaelection on_.five_ socket _uclds. C-233A. Angle clips delivered to site with weld under-965 9-28-77 c.iitting, porosTty-- lack of fusion, F .509T H Ill'> Reject 966 9-29-77 FPG-4.000, storage of Liner Plate allowed for daman Rework of plate 967 10-3-77 M - lTI . Flued IIcad, item 1. 2 Teat number stamped 00C.-Rework on 3enet ration different f rom MTR. 10-3-77~-' %i 106- ~~ flanger dwg. has no prior ao' proval, 96'8 Re,ect j 10-21-77 J. R. Slifer
~No material test reports received.
969 10-3-77 M- 3 0 5, Grade 10 on studs not legible or complete, 10-27-77 T. Christofferson Reject manufacturing _s ymboLmis sing. EP G =3. 000.__V alv e_b ofly_an d_s t e m_s pl att ernd willContY. c nc rete. __970 ._l0:3:77 _ _ M-123cc._ valve Identification _la_ m._different_from 11-14-77 0.A. O Delar.ey 10-3-77 _documentatign. -- R ework 971 - ! _the_ actual _ valve _ tag _to_1he
LOG OF NONC RMANCE REPORTS ( a 1 PAGE 69 1 JOD NO. 7220-PROJECT NAME Midland 7 5 4 DATE NCR 2 3 CLOSED CLOSED BY DisPO. DATE NONCONFORMANCE DESCRIPTION / REMARKS NCR NO. use as is 11-8-77 8. T. Cheek 10-4-77 E-208 -_ concrete _cylindera_not_ removed _from_mnla" 972 ,nntiLatter_the_. max .__ time _of_20,tJH 11-16-77 D. A. Delaney J-216h9 Grade _Iltnot_1ccible_cr_completa _manufactur- R ej.ect 973 10-4-77 th ___9'7 4 1F4 W _Dwg. ing_cymbol_ E-535. missing on_ Carbon _ Steel a D"_Studa-Conduit Repair 2BC005 damaged b E nEFdte. tework Doc. 10-4-77 J -563 _Tempetatura_Suitch_Thermowells ara incotrcct 975 arade_ ne rJMLreatt._.Qu ality_VeriL Doc. not rec'd. 11-29-77 av. A. Cain 33, ,, 1, _ _ _7 9 ..6 10-6-77 c-230.- Hv entrainment_of_concrata too low _(2.5%)
- DC(I230.5)a n1 ump _forPourCc(7B7.5)a.too_hich.
977 10-6-77 c-230 concrata A ir_entrainment._to o_hi gh_ or_to cL. low . _ 978 -~~1U;6 77- _C-230. Air epttainmen_t__ of _concte_te at noint of '08* "8 18 placement _.too_ low. Pour Y(63L25)h' R ewo rk _.979 10-7-77 C-233. Embeds have faulty _neRon stud welds, base R epair metal damage _and undercutting. 980 10-10-77 M._132._IlandwhecLshafLhenton_20" H B C- B F-R ilex. 107 8 -77' P. Vanderveer
~
valve.n C-111. 2Z-18_and_2Z.35_ interchanged _an_inatalled: Use as is J1-25-77 _f_._haderyger 981 10-10-77 _ Unit _//2 containment.
. C-231._Wronc_u ize_ emb e d e _plac e d , _ hollow __s ound_linder 10-10-77 '0!' 7.h__/6 .7 , M B. B. T. Cheek 982 _nmbeds,_AuxEld .'s ices shot four days af ter the - 10-29-77 10-10-77 C-231. Cadwel Use as is 983 shooter's _qualiTIcation had ended in tne vertical pos.
~
Three N-S reba r cut within aEl ten fo ir radial Use as is 11-8-77 B. T. Cheek 9R4 ~10-10-77 C-305. 67486"
~~ distance. Aux. Iildg. C.,ble R m. Telex. 10-21-77 D. L. Osborn
_C- L _ Tendon _shea thi ngs no twi thi n_i_W'__o f_the_.l r acatio Use as la 10-29-77 B. T. Check 985 10-12-77 shown on dwgs. V18J51,_and_V73.__ font. #1 E] . 754'5" * * * "" ' 11-17-77 B.T. Check 986 10-12-77 C-230._ Air _Jntrainment__in_ concrete _for_Paur_A(6A.1J3)c' use as is too hig! Lor too low. Rework C-304. F ill at_wel ds_Dn_ sal sni c_su p p orts _ha ve,_coans a 10-13-77 ___ tipples ,_ltigh,_ crowns-,_ctc._ Aux _ Bldg _HEl.._M 6' 987 ead nrio r to 17-77 M-204._ Tac!s_ welding _hegan on Flued
')8 8 weld nun.ber being ;ssued.
989 10-17-77 g3]p_,Stj}uc stgcoggptioltmade_without ., 11-23-77 R . II. i PelletiG 10-17 77 C 304. Structural steel connection made without Use as is oon _hiasito rs Aux Bldg, Elev. 67 316er-- g l ._ __ _ __
] l ,
'~' LOG OF NONC RMANCE REPORTS a
- PAGE 70 1
JOB NO. 7220 _ PROJECT NAME Midland 6 7 5 4 DATE NCR 2 3 CLOSED BY DISPO. CLOSED DATE NONCONFORMANCE DESCRIPTION / REMARKS '- NCR NO. w. A. Cain
- 11. . z 9-7 7 Entrained air in Concrete for Four A(704)a 991 -To F1!77 -C'T30. Use as in too low.
C-230. Air entrainment of concrete too high. 992 10-19-77 Pour A(699 17Ja' _. laced between beam pockets. 10-20-77 B. L Geek, 10-20-77 Dwg. C-148. Rebar not hPa k 993 ~~ Aux. Bldg. CIT 65tPliTi4. side oft 6 6rs, of ' A' 1T ie
~-' 7 . CS' Hip welded to a 3lhick rigid frame w/o
~~T94 1TF20- / / - G2 1:
]fElieat tMperatirrii being mair.UEed- Aux. DTd~g. 689"c 995 10-20-77 _E-230._ Air _ent rainmen t_o f__ con c re te_to o_l ow.
_Paur .A(68LD)a ' 11-10 Embed was are gouged, by Repair 10-24-77 J. C. liuron C-304, 10-21-77 .C-233, ' 996 a faulty welding cable. Clear cover on Unit #2 dome may be less thar 10-21-77 _C-231. 997 allowed. Motor operators do not have terminal Rework 998 10-21-77 M- 13 2 A'X' C. connectEns are not jumpered. R. II, lieron strips,
,Jse as js Telex. 11-2-77 999 ~~171 2 F77- TSg.W2'3ff Column spl~i'ce made wilhout maintainin9 0
'300 'preliest~~ Aux. (11HgTEl- 6479fr- & 8T2 of 1000 10-24-77 C-233. Beams have copes that cut past the poirt tannency and have undercutting of the flange.
P14Jmhe.da_have wel3]Lydth insufficient Reject 11-7-77 J. R. Slifer 1001 10-25-77 L233A._Ty e leg and or tiroat dimensions. "8 "" **
#D " " * " " E"'" DOL-Egifork 1002 10~25-77 EAIE'al materi test reports. _
felex, 11-2-77 A. M. Torres 1003 10-26-77 C-230. Air entrainment of concrete too hiqh, slump Use as is too hibh.T---~P60TC(76438)H' _C ?J0. Density __Lest.s failesLy1ith no retests _ tale _D, 1004 10-26-77 1_1 ant..arca. 1005 10-26-77 f-210.__E0istucc_Plalt_Arsa, content _of_ Soil _faR rd_iti_titoitt ratests_taken. 10-26-77 C-211, Structural Backf1]Lhad mgre than 200_ grams 1006 Ietained on a sieve,_ Plant Areat 10-26-77 C - 208 ._._P o z zol a ni c_ ac tivity__i nd ex_o f_c cme nt_felLbelDW_ _ _ _1007
.BSi minimum _at.28.. days.
..._8____
10C _10-26-77 M- 12 5GC,_Identificatio.n number on valve does not compare with the number on the documentation. have heat D. A.m Delaney Reject
'1009 10 26T77- M;305--~~C5Ylilin~St6driigts do not ^ 11-16-77 traceable markings.
\
I $
~
LOG OF NONd )ORMANCE REPORTS
' Midland PAGE JOB NO.
PROJECT NAME 7 4 5 2 3 DATE NCR Dl",PO. CLOSED CLOSED BY I)A II: NONCurJrOHMANCF DF';CHIPTION / HrMARKS rJC H TJ ) 1010 10-26-77 M 104 A. N DE tests not ise~dornsid 65 '1"'30001/
~
S. O. L. welded to pipe. O H C C I 61 TS 61~lT1 F 4 1011 l %26-77 M- 9 3. Main hoist cable lacks complete documentation Doc.-Rework
~hiEl shop' inspector's release.
C-233. Detail 3-C-477 embed delivered to the iobsite Rework 10-28-77 J. C. Iluron 1012 10-27-77 with arc strikes and fillet welds w/_ insufficient dim. E-l. .._Hamepl a tes are of incorrect dim. and mat.',_1._ 1013 10-28-77 Termination connectors are wrona tyre-flotor Control Cn'u rs. 10-28-77 _C-208. Watersampled for the Sept.1977 user's test had 1014 a variation of -25 minutes. 1015 10-28-77 Dwg. C-255. Concrete placed in fuel pool area was A65MiandA(659j
~
Class C-1 instead of D-1 10-31-77 5 ~25.- Cilile Fe~cl nht seated [on cable ilia. R)ect no.
~
1016 355, 1017 ~TO-31 ~M:22. Inside stub-out pigtail is damaged thru the
~j'a ck e d Eo th e c aTile s . Cable rect no. 605.
10-31-77 11-305. Socket Flanges do not meet complete marking R@ 1018 _tequirements, li-103A. Ho Code.Jata Plate or Stamp on Spool 1019 10-31-77 _0HBC 16:S619-5-f>A. Pressure Gauge out of tolerance relex. 11-11 -77 J. R. Behres FPG-6.000, Rev. G. Use as is __11-16-77 -~ . H. Behr?s 1020 H-1-77 -- T hen calibra_ted. - Dug. C!339. Held neck flan 9es contain numerous
~
,__1021 _11-1-77 ~scritches and evidence of corrosion.
1022 11-2 "7 A106 AC ._S tanchions_for._ hangers _wero_ delivered-.to_the_ ~~ S C $ W N SSY Nted, does not exist
~ -' lii2T~' TIT 2 77- 'b f d#-
El. 5848+ as called-out bdw'4s. I'~~lli" 4 5 Aux.does Elbow Bld g. not have legilite F-21895. Reject. 11-16-77 D. A. Delaney 1024 11-3-77 specification, grade, and heat code. __Dwg. C-1029. Vertical _tr_im har_q_nqt__placed on each Rew rk 1025 11-3-77 side of blockout 0Et,.630'6" of__the DG Bldg,_cas.tjig]l. Telex , 12 77 A, Lamach 1026 11-h- 77 DscuC-99 __/11.1_ trusa_hnrn_placed_nucltthatather._rebar Use as is
.cannot_ba_put_into_ place _au_ called _ cut _byJhig.EbLpump_ : : tm n t - l Ihig._ C--99.J1cbar.__in_not_proi eting_nn rcquircLby Use as is Telex. 12-1-77 A. Lamach 1027 11-h-77 drawing. SU__ Pump __Structuro E2. 63486" 1028 11-4-77 C-230. Air entrainment of concrete at point of place- _',
ment too liighTSFIT(654:2)P
/
f- y. LOG OF NONCONFORMANCE REPORTS
'/
PROJECT NAME JOB NO. PAGE 2 3 4 5 7 DATE DATE NCR NCR NO. NONCONFORMANCE DESCRIPTION / REMARKS DisPO. CLOSED CLOSED BY 1029 11-4-77 _Dwg _E-101101-3. In several defects. Udstalled weld neck i~t #2 ET7617 flanges have 635'--
~~~1030 IT 4 77- C 23~0. air entFEinFrTemt- ct tm.-cTure too-high ur Luc-
~l o w, slump too high. 13our Cg77T 5)a' 1031 11-7-77 _
Dwg. C- ITO--~~C 2 85-- Eliiimum allowable distance Repair & ICWW M AFOMc _ _for rebar too small. Aux. 131dg. El. 64'if 7ir U s e ALIa 1032 11-7-77 _C-23Q.__ Air __Entrainmc0t of c_oncrete at point of HCF-22-u gf. E. Foote g ,, 3, g, placement _to n 1033 11-8-77 F PG-F-10-8.a_ low Sai *d.grtt _E0pr_A(659)d en cre internals 01 Decay I.reat R emoval Pump Motor during sandlilasting. 1034 11-8-77 E-70._ Weld nc.ck_ flanges,_s10tagm_qoating worn off aniappearing of rust on material 1935 11-8-77 M-326._Eipe_han",e.ta._w.ith unequal lert lengths on 1/4" Rework welds 2-613-3 l 3 and 2-613-3 6
~
~
~ 1036 11-8-77 [D'i@~si, C-141, CZ11f7. fxlsting dowels do not meet the Repair the cover req'mts per dwgs. Aux. Uldg. 1.i. b~14' gy, , , ,,
1037 11-9-77 Dwgs. C - 14 0, C-285. Minimum allowable distance Repair Telex. 11-1 L-77 R. K. Siple g2 7" Use as is 1038 _ _11-9-77 for_r.cbar_too_small.__ C-2. Dome tendon D301 Aux._aldg._E[l is out of ~1- 1/2" radial Use as is Telex. 11 7T B. T. Cheek
~15EaTi6n as caIT6il iiGt lip- aT#i;. Uiitt // l 1039 11-9-77 C-2Jame_ tendon _D229_is_out of + 14"_ radial _ location _. Use as is Telex. 11 77 B. T. Cheek as_ cal. led out by dwg. lini t_ill 1040 11-9-77 Dwg._C..98 Concrete _sanitaty_. drain _line__ installed 3' 9"_ highen_than_ cal _ led _out_by_31wg.__ SlLpump_ structure. _
1041 11-9-77 li-204.JerXice_ damage _to_spo.oL2 RCD 16-SfG13-2-1 Std. Repair 11-28-77 C. Groat
.M:204._f_luerLheads_ips dur.ing_ installation-(arc. sttike) in Cont. #2 floor wiEh 1042 _ _ _ .11-9-77 talled
. concrete __tightlyJidhared to ext, surfaces Rework 11-23-77 C. Groat 1043 11-9-77 M-326.__Ilgr_ 2-611 1-10 SS piD_e welded to hanger w/
Red a p p rov ed_d o cdo rms_fo r_Q C_ prog ra m .
.. 1044 11-9-77 E-22AC. Ca6le reel #0771 delivered with crushed __
. _ lagging on 2 sides & cah.le_dama ed.--
1045 11-10-77 M-J._0 4 , 30" Se rvice wate r line.g' CS pipe s__p_._ oo ls w e lu en_wf o_ app r.o ven_d o c. forms for QC program _ _ _ .1046 11-10-77 . Ilan9er_dwg ul-ft16-6-18.__Ilanaer__16:lllBC-134-fl3
._d a ma g e.d_du ri ng_c ons.t r.uction .
10h7 ~_' 11-10-77 Dugs- C-11 t l ,_ C-186._Jouela_do_not_ meat-cover requim-, .._ s ments,_ broken dowelD._E_ quip _ pads. ~ Aux. El 685' '
r-
/
_d ' LOG OF NONCONFORMANCE REPORTS I
- f. ! 1 1 7220 a
73 PROJECT NAME Mialand JOB NO. PAGE 3 4 5 7 2 DATE NCR NCR NO. DATE NONCONFORMANCE DESCRIPTION / REMARKS DISPO. CLOSED CLOSED BY 1048 11-10-77 IMg ._612_s h L_3.__A f_t er_ valyc_was_Q C._ ins p e c t ed a n d installed._ hardware _was removed _ making _auality indeter. 1049 11-11-77 _EP_G-fl0-5E _. Sand _and_9ti_t__in_ climate _ changers _ render- _ing_t h e_a u ali.ty_af__the_u nits __ind eterminat el&2 Vi t A A B _ 1050 11-11-77 fi-106AC. Shopwelds do not conform as called out by applicable sketch for 28 hanqers. _ C-230. Air entrainment of concrete at point of place-1051 11-11-77 ment too high. CR87.5)a 11-14-77 11-326. Grout holes on hanger plates are placed 1052 too close to plade edge. Dwas. 1-603-7-14 & 1-6Ii3 F 1053 11-15-77 Ilanger 11wgs 1-612-4_16_&_2=601-7 '1 Field. fillet _.. weld _s_are undersized or over. sized. 1054 11-16-77 C 1031 out Rebar~ called dow on dwq.el_ mis 1_ocated 10" routh_of Diesel-Generator what is 5Tdg. 1055 11-16-77 _C-2.10.___4A_ mat'l_ rec'd_op 10-3-77 representinn 50 _ tons _of_ mat'l failed _the_ gradation-1056 11-16-77 _C- 23flJJigh_a ir__en t rainmen tJ n_c oncret e_a t_pei n t __. __of_ placement. SWI(65L2.)a 1057 11-17-77 C-9L,_2-#6_dowe.1s_are_nat projecting _frontconst._jnint_ and_4-16_have_shott_ splices RLLpump_structura , 1058 11-17-77 Dwg._fe96- 4:# 6_ reb a r_omi tted_between_f1_637 ' fi" _ .__ and_634'R". S e cv. ire _lla te r__In ta keltruc turn 10 9 11-18-77 G--27._._ Low hydrogen _clectrodes_used_to mntm Struct-
. Stool _ Wolds _ wore _ allowed _out of_ ovens _for ovar h honrm 1060 11-21-77 C-208. Water tested on 9-6-77 & 9-19-77 had an initial set time of -25 minutes from the standard (+10) 1061 11-21-77 G-37. A-307 sIItted bolts were received with no manufacture r's mark. Reject 1062 11-22-77 G-2 33,_ Embeds received with imp _r_ ope r welds, spatte r ,
' iiI63~ - ~ ~ ~ ll-22 i7~ - 12. _R_aceways_and Seismic Supports installed without notification of OC.
lif6'l 11-22-77 ~C T230. Flyash user tests have specific surface variati ons g reate r_than_allowco_by_ ASTM _Q 618, 1065____ 11-22-77 l 230._CemenLus er .t est_results_with_ Tricalcium-Aluminate higher than allowed by ASTM C-150. 11-23-77 Fc6 JWSL complianco-certiftpaMon,not supplied 1066 . vi tito. ire.u_it, breakers.
Y"h U l v v LOG OF NONCONFORMANCE REPORTS N I 1 1 s PROJECT NAME Midland JOB NO. 7220 PAGE 7b 2 3 4 5- 7 DATE NCR NCR NO. DATE NONCONFORMANCE DESCRIPTION / REMARKS DISPO. CLOSED CLOSED BY 1067- 11-23-77 .M-656,__nht._1, W //2 vn9 not placed_at joint ~not _aicned by_EMILor_LWQCEaolI_witncan_for_ hold _ point._. ___ 1068 11-26-77 M 10hAc 9 pipe- spoola dalivered_.to tha Jobai ta w/CS_chni na enusing_spon1 a tn vnst- _ 1069 11-26-77 C=233._.MTRa_nat_aupplicdarith_6" SS_clbowa. that_vern , incorporatod_into_an cmbed: . 1070 11-28-77 .Ih10hA.__ Spool _Riece mark no.__O11BC=80 M57-h5 7
. delivernd +n tha jobai ta anmnged-1071 11-28-77 .Mz10hA. - Onni i ty_Verfication_ Doc._nat vnnu ,_ spool _fabbed
.to_ unapproved _dwgy_ incorrect _ fabrication: -.
1072 11-28-77 _Dwg & 237 Stud _lacati_ o ns for Orane_ Jail supports
.-. vary __1/8 n in 1/9" from_that_siven_on_.dWC.
1073 11-29-77 M-3P4,___E nger sketch 2-611-It-18 u dimension triven is ll-9_7/3"_,_ac_tnal_41menalon_is_almrax- 3'- 11-29-77 M.2__0_4 1074 1 A _Snent I En n- 5-S6 3 8 1 received with rust and pitting inside. _ 1075 11-29-77 T-462. Rebar removed from around Fuct Transfer Slee ve liniL#1_Elev. 626'9" ,_. 4 1076 11-29-77 M-204. Pipe spool 2HBC-322-S634-2-7 damaged in filifo'wn area. 11-29-77 [-252. Rebar omitted, AuxBldg wallT2T& ffT Elev. 1077 5848 1078 11-30-77 M - 64. Coating damage, coating peeling off on Emer. DiescT OII Sforage Tadks received. 1079 11-29-77 IL-305. 3/4" Socket Flanges rec'd do not meet _C0010.}RtQ_.1Ilaliill!1 recluirements per spec. rea 'mts . _ 1080 11-30-77 G-27. Prcheat_ temp._not mairttained duringatelding nr Personnel T nnk Dinc a-o
-9'm e
6 *W'h G O S& e m- me e6_ . Nm ha6ygn._.m @e.+e- ee w eO+me4g-_ge. me g .e erhwes. .m g pegype ,.See.gA ...,s. ,,g9g,4-m N emi & & Oew- eie%SMS u-e
i
"^* " ' " ' " '
f;ONCONFORMANCE REPO - bU
~ . . _ --- _. . -_ .
' 1-- -
2 oH A WW8NG/P A S4 7 HU. o f4E V. 7. rFroJECT No. 8 Hero y 8
'patE as n o.t o Si t tOH CONC l# H H8 Nf 6
- su- w - :- - - cc ;
II:H3 0:llED: actor-Bld*3 # ---
~~
7220 1/2 ~ i'i -n -7/ '-------- Thogegcy ie uisseni.1.g ec irc. Pipe U it
- a. arru Locarson n Vau 4Wo.n? -
,--- [ /L
- e. fe.
t'd,,,t,V/c (fgo +4./-: , ,,,, .7/Mb'7I carc.h n,,.. . , ,.... ....l i,g y np d-[,M Reactor Bldg Sumn 24 ilCB-1-UnWirs,tiggg "-
,g.'.,- ' .
. . . . . . t. n u e ,. no. , ;- .
g; - .... 1 2-11C8-1 Unit 2 II/A N/A l ' '* Ecu'acnast oHoc no. ... oc ceuo suseccrion etau wo. * '.'
. . . .(t ~ =Q .
. .. n ari.4 c cu en, i,a n.a i. o. .
.u. ,',(',
I,.1/ A cournacionfoocar.on N/A si.asue QQvas II A i,.sou cc
%.'[p .
[(.,[..:. g,7;gg,,,f_L d,. ...
)j. .;.(' .
~
dD;,r~r;;.n.rui,ro;;r--- yo.;,ao ,,a;.,2r aS'- m i.r E ! @ ,'!,","Id.%"; r, m ;;- - - - -"
... onconsonniuG conoir.on' Specification M-204, Rev. 4 Para 6.4 states in part, "During installation of piping and
_cquipment._.nl kongnings for pipc.. connect;1ons,. all. accogs. openings _ and, og,en . ended pipes shall be covered with dunt _ prop Lcoyprs whconver work is not actually in_ progress." Contrary __to t.he above spool 2-itCB-1, Unit 2, is not covered and spool.1--IICB 1,_ Unit 1, has a spool cover which is only partially secured. These pipe spools have been __uses!_an__acccus ways for_nir,_gmergency fire water,. and electrical service lines. "Q" N uaber isj.018 and 4.028, 2 Hold Tans Applied 2 cp.no oisros r'oa Or'c'o "Eco"acao Aoaraoure to eao'ect can'asca'ao z' Eta o'$ro5'non a 5 5u5' Cover _ pipe sPcol ends (1-HCB-1n Unit 1 & 2 HCB1, linit 2) with end covers. , l.. g j!'n L.r.,n -. e,,v , s. ,- __This_cristina_conflitign_has not degraded the quality of@c'PipeSpgog,as / De te rmine d _by__vi s ua l e xami na ti on . [L,U/. o' { .([e
. i.. s . l c...; .3 _ _
n
,3 _tv_ _ _
. - - . .. mi db.<
j f./Li,cy ,f/y _ u>f e-e/9 . / -x[ I
*"9. e *i __
22 L NG4 NEE NING De5Po5aTaON 3 4. E NG etaccNir4G ogsPob4T40N 84L LuLT 56 24 01 DL56Cfe ces AreGL let 44usH4 LJ ]g 26 M cJcC Ff D M AT E440 AL L,0LeoGIrsoN O n. e van so ,orese . ,, g c,p,,, j O res.sooarvacuso. h " L),- ANglf-@JC gMJ ~ ^ '. 3. . , d.2. 9 pg.-. ., DH A W tNG -. . . , HLV. . . _ DCH f ..S f g 2 3),. SPE C - H l. V . __ . AOo. _ _ . _ _ _ , , ,_ ,,,,.,,,, _ _
. _ . . . .a.. ,_s . ...w .t . .. . . s.
ee. e. y Cos'Y 3 * **9 H.*
- 8
- l. I s . gsy 8 1i *', A t g 31.3:* se. t Casp., OC
__g
' 0' .= /
- -d *
(wj ( ) p _. s, d q . --
!: .trl NONCONFORMANCE REPORT '
.: 3 1 1. Project Name Job No. 10. gg 20. ,
's b Iildland 1220 - ,
"'" ^ ' k,.g
- 2. UnitN 3. Drawing /Part No. Rev 4. Item Description jf S. Item Location .
Unit 1 ,See Block 16 N/A Pipe Hanger Assemblies I,
- Whse //2 QC Hold Arca
- 6. P.O. F Cc;; .Ne. 7. Serial No. 8. Replacement Part ,g, 9. hurce M. hntractm&pphr- ,
7220-MLO6-AC Rev_3_ _ Sea _Dlock_16_ "/" _H/A aEv
" o. Vendor ITT Grinnell,_ Warren,. Ohio' in NO. R ,_OQ-J 5
- 11. Inspection Criteria s a. AsME AuTnOnizEn , 3. SaETCn TT,CNEo 14. Discoce,od During ,15. Equip Furnished Dy S"** '" Oves (Iowo O SPEC GornEn NoSoe Block 36 Item 1 & 2 q""E. "O"N 0 (3 " (LnEc:G OconsT ?EsI
- 16. Nonconforming Condition: OcuCr.T.!3Eaa_Ori.o
. O sp Co ujr ace HEWORM HEJECT REPAen USE AS es lara_flatatca_inJort: "All engineering documents marked in column 5 of Form G-321-D -
.2 X _ _._
Eust_b e_ mLbmitt edfor_119ye r_.0DDIQval . Thoge engineering documents marked yes in i Peg g> - b.) E N o. N p,(r//71_TEL- /bt oATE _ Column 5_r.c<1uire_nroravel._Priprdo commenceme.nt of fabrication." contrary to_the - f 4 MNEc la ! Ncullin , o{E_3/27__
.above,_the_ Quality 3citmentationJor_the following hanner assembiv shous that it was c <- -7: '
yofrigtE A.T lahricated tn n hnnrrer sketch that hnd n Tlechtel npnrnvnl T.evnl O "Rnvi ninn nnt - ~ ru tr / / ,-81/ >3/ 9 _ AutHOns' zen eNSPECkO'r[ [A[E # con't PR. 2
- 17. He rter DV Date 1 ' Va o1 'y Date 25. Disposition Hesults f * '5 ) W'/ 'It !t l'" lI 'l b W
- l
- 21. Houting TO F 8 El.o EN GS NEE rtlN G Q b T/IC HS ISPECIF Y) 22.
^
OH EL.t) ENGIN EE RING H ECOMM ENDED DISPOSBTION TO PHOJECT ENGIN t E Hl:4 G ' MIield temEn2nearNDisposition _ - Item la- Reply _ requested _by_2/28LZ7 k'J/ d /> v .'.u/d112'r' - ._ __ Item _lal__ Route _ta_ErojecLEnginecr_ing_for_rcsolutjon.ExcepLfat_tha_ missing iteme [N/ end i /2hr 1 . _
.tJianger_6-lllBC-304-li?_ conforms to enninecting_ requirements _.and comments _of_tjia_ code 9 o @/im A r d't M M %
[ )_ sketch m acre_1:6lf-8-18.Jlcyml.,_Syb. 2. LTHXJEBC:1_(&Lstates_that_thc[Uce. 8eil u8$$ N M. N'd/ f 7b'^VF/8-'_ r.- ~2.1 o is n . wy ,m , wr pa sr.<m
--to-a-sode-9-relis4en-is unaEfcc-ted:cadethe_ha,ngendetcheinstaHrai ta - th aed-+
a.e ne m is & y e m 'e grs c?/ .Wfps. ,,/,,,g> drawinn 1 Cnntrarv to thin instructinn. Grinnell has channorl thn (179 nf the hac:n 0 01
- 23. LIIRlED Project Engineering Dispnsition p g 'g f,gg,y,h 3-/g f 7 p&
__This HCR 648 is incorrect:_(1)__ Ski-619-8-18 Rey _,0_,_and_not_Eny_1.Jadi.cated_.the -
/_c*cd'/,h t mi'db .
plate (item #3) wac 3/4" thick. (2) Rev.1 shows the plate (item #3 ) to be 1" thick. g/ / (3) at the time of this NCR, no Rev.2 existed. The field is to install to Rev.1 with /.g. g-f-7]gj.gf[/ ,f.}._,f .s, g[JF - the 1" plate (item #3) which is the only one shipped to the field. Should the (4) .h , 13/16" shop _ drilled holes in the plate (item #3) he undrged_, the field is to [] 'j[ v ,' / ;ft' -PF
# ~ CIC; dril) these (4) holes. _ _ _ _ _ _ _ _ _ , __
y'/. - g"NC)NEy,,.,,;,:
-/",. y,..
DATE _r / / -f __7]
, _, . _ , ; , ,) 'Aumoenu.o NmCTon
NONCONFOHf i rau.E 'O
- ca aa- ~ 8
. E REPORT (CONT *D) _ _ _ _ .- o r . . _ _ . _ ___'. "_ _ _'..'_ _
8~
-m.___________-..- - . . -
___Dlocit16_ continued __. approved - 11rce_Inay_continuejrork_in_ accord with_notea - r_qylag_and reatthmit drtra " (JIanScr_DGa.cmbly_vaa_not ....- ___ complete _one_6" WE_Deora i l ' -17 " long_vas_miasing) 1 Sketch it no fdigp_ Order . 1619 8-18 Rev 1 6-11[I.k'l-3Ol l-H2 E-14F:-27I t t _2.__ DQChtel._ADDroygd vendor sketch 1610-6-L_Jtev 5 indicates a 4" X114" X2" carbon steel plate with (Id 13/16" holga_andjl}_l l" channgl welded to theJ '1 ate. Contrary to the above, the plate delivered was A" X10" X2' ' carbon ntecl_ plate withjft) 11/16" holes _ centered at 7k" instead_of 9" and (1) I t" channel _velaea ta_the
*^
/ pyn 4l'Iff)
"0_" numbers are 15.191 and II.102. liold pending finni disposition. "S~ hold tac.I M Dlied.
Block 22: p_ late. Item 32 from 3/4" thick on Rev. I to 1" thick on Rev. 2 and also_ changed _to_cr. outed-in-anchors. _The_existin9_ plate.__1. tem _.L_is 1" thick as shjpped_by ITT Gtinnoll . FiEl d_ req u ests_tl a ti fica t_ ion _ . : _whi c h < k e t Cit _is- to_bc_used for instal.lation ? Item lb: !!aterial Supervisor to obtain missing item from the vendor. __ ltem 2- Assembly _is_to_be_ reworked tn the__ latest appraved_rev.ision_of_llanger_ sketch _610=6=7 /7 - 8.85' MN,_{LhE.? ._ r/n/17[ ?%f~&$.?
.?
l' 1 -2 H d$ w-. . . . . . . - _ . . _ . . . 90000 1 Wtiego Copy - Orlainesor Cenery Copy _ FiekJ Engineer P h copy - PGAE Goldenrod Copy - OC
NONCONFORMAN PORT (C0iWC) 1.PAGE _OF L 14. NC R N O._
- 24. Disposition Concurrence 24. Disposition Concurrence 24. Disposition Concurrence item item Item USE AS IS REWORK REJECT R E P Alit USE AS OF. REWORK REJECT REPAIR USE AS l$
esE WO R K REJE CT isEPAIR
,, ITEl4 \d
?
PI 6 CT FIELD ENGINEER
.CrW f// D/77DATL PROJECT FIELD EfJGINEER DATE PROJECT FIELD ENGINEER DATE hac- n1 - Mch 21; DATE PROJECT ENGINEEft DATE P J C DATE PROJECT ENGINEER 5 I ,4GINEERM tx - W2 4 7 DATE PFtOJECT CONSTR OC ENGINEE R DATE j . f TR ENGtJ[ R J) ATE / PF40 JECT CONSTR OC ENGl'NCE ft
( JU/7/// DATE DATE AUTHOfDZE D INSPECTOR
# HOR f'E C T O R / D A'T E ' AUTHORIZE D INSPECTOR
- 24. Disposition Concurrence 24. Disposition Concurrence 24. Disposition Concurrence item item item USE AS IS REWORK f tE Jr CT RE P AIR U".1 AS BS it E WOR K RE JECT REPAIR USF AS l$
RLWORK REJECT REPAlft DATE PFtOJECT FIELD ENGINEEft DATE PROJECT FIELD ENGINEER DATE PitOJE CT FIE LD ENGINEE ft DATE PROJECT ENGINE E F) DATE PROJECT ENGINEER DATE PROJECT ENGINEER DATE PROJECT CONSTR OC ENGINEER DATE PROJECT CONSTR OC ENGINEEft DATE PftOJECT CONSTFt OC ENGINEER DATE AUTilOnt2E D INSPECTO;l DATE AUTHORIZE D INSPECTOF) DATE AUTHOftlZE D INSPECTOR
- 24. Disposition Concurrence 24. Disposition Con:urrence 24. Disposition Concurrence item item item REPAIR USE AS IS REWORK RE JE CT RE P AIR USE AS IS REWORK REJECT RE P AIR USE AS IS REWORK REJECT DATE PROJECT FIE LD ENGINE ER DATE PftOJECT FIELD ENGINEER DATE PROJECT FIE LD ENGINEER DATE PROJECT ENGINEE R DATE PROJECT ENGINEER DATE PROJECT ENGINEER PROJECT CONSTIT OC ENGINEE f4 DATE PitOJECT CONSTR OC ENGINEE R DATE PROJECT CONSTR OC ENGINEE R DATE AUTilORIZE D INSPE CTOR DATE AUTilOftlZE D INSP ECTOR DATE AUTHOftt2ED INSPECT OR DATE
- 24. Disposition Concurrence 24. Di* position Concurrence 24. Disposition Concurrence item itsm item it E WO R K REJECT ft E P AI R USF AS IS REWORK REJECT REP Ala USE AS IS REWORK FLE JE CT REPAIR USE AS 15 PROJECT FICLD ENGINEER DATE PROJECT FIELD ENGINEEn DATE PROJECT FIELD ENGINEEft DATE PROJECT ENGINEE ft DATE PROJECT ENGINEER OATE PflOJECT ENGINEEft DATE PROJECT COtJSTR OC ENGINEE R DATE PitOJECT CONSTR OC ENGINEER DATE Pf40 JECT CONSTR OC ENGINEER DATE
/LJTi E D thCPE CTOR DATE AU TitC ni?E r' IPSPEC1 C.a T E AUTHOill2E D l'J0PECTOSi E
3' i j i ;
,, ./ s._
w NONCONFORMANCE REPORT .
.s
- 1. Project tJame Job TJo. 19. - 20.
tJo. b3 Page d of b L11d.lnnd 7220 * -
- 2. t>.ut(si 3. Drav...i.g Rev 4. Item Description . , 5. , item Location ,,
MCC_ DlOClLib
- 6. P.O.gg g Sec_Illock 15
- 7. Serial No. 8. He facement Part fl
[A Di pe_Ilanger_.Assemblics 1 h urce
! L hac_
.C _Unl d '"
,g, 7220-11105.AC_Rev_3_fice niock_16 '/"" ^ arv " o- suppner R MM$uppu TTT crinnell.__ j 'd arren._Dhid I [
- 11. Inspection Criteria in no. R-1.00 6 $ e a. AsME Auynoniz[D 3. sMETcn ATvACHED 14. Discovered During '
- 15. Equip Furnished fly Gowo OseEC DornCa rio. See Block 36 g 'y"*, , ' 'i j"u'o ; Ul'Es O"o gnEc:a OEOnsT' O TEsi OCuEar ElEaa Or'D
- 16. tJonconformana Condition 24. Disposition Concurrence -
1 Purchasn ordar 7220-MlO6-AC,_Fov 't,_Ibcumentation_Spbmittril,
' R $'WO H K H EJE CT R E P Al FR USE AE 45
__.I'arn P ntaten in part- " Al l onci ncering_documenta_ mn rknd in enl umn 5 nf FornLG _3P1 -n rr~ M m~. 2 munfuhe_ submitted fnr Unycr_npproval, Thnsc_ engineering _documeni.n mitrked yon in {g _ _M2p/' ?J_
' FIELD ENGINEER
_._coluu 5 reanirfLapproval_prinv *n_ commencement __nf fabrication:" cnntrary_to_tbn '"t ~ ~22d'A DATEj Y U __nhove,__the_Qtmlity_Documentatio_n for the httncer_Macmbly_12-2-IICB-5-115 (Shop _0rder P e:c tucinEEn
) tML' d ,_9,p_f M,oAT djE PRr1 'T CONfTR,QC GI N EE R DATE P MP-90'7I nhntrn thnt it trnn fnbri ented tn hnngne nketch 9.Sl_3=ha23 pmr Ci that_hne n _AUTHOHa
_ # 'iZE*7/t d rm 4 '/ ~ > 3 D tr45PECTO H D AT 8f Con't Pg 9
- 17. Reported Dy 7
.* Date 1 'V lidated Dy Dato . 25. D.sposition Results k,.. d i ( ."' - ? # "I '[ f /} ," 9 .? t /
'l u s Z /klk D.v s l% .n e ' e f-fl. Routing / 36, ELD EnGsHL Erin s O p Tie End gr.PEceryl . f' '
s') p -f ,
~[
"~
- 22. - ip O FIES.D E NGIN E E RING R ECOMFlLN DED DISPOSIT ept. TO PROJE CT E r4 GIN EE R8 r4G p/ p/'
kg.jd . gy;rDisposition Engineering p.< u .a.. .-fa . I r r'*? " ' *iV l l s." Tir/l ~'I Item #1. drawing. Field recommends that this hanger be reworked to'the latest submittal of the gj g Ag// Additionally,ProjectEngineeringisrequestedtodeterminewheftherornot pgg,g .gy.gg this hanger was fabricated to a drawing that was "not approved". This has been a recurring problem. Therefore, Project Engir.eering is requested to investigate this M' 9 bd . M - ' p._ -l, .jl --- condition and initiate corrective action to preclude this repetitious problem. con't oi
- 23. Project Enginoosing Disposition pd9e 4 Item 1.1__Ilanger_. Sit 2 613-li:23_uas f abricated_to_an_acpr_oved
_ drawing ._ All_rc visions ,_crccp t__Rev. 5,_wcrn e i t_ber_a_2_o r_3_ cod c_le_ vel _a p o r ova l . _ Rev. 5 of this uketch was given a code ab icyc1 approval because of a specification __ change requiring _ grouted anchors instead of expansion anchors. The latest revision, _ Rev. 7 u indicates " shims" to be added. These " shims" will not be added and this , comment on Rev.,7 shouli_1.he ignored. Rev. 8 vill be the san'as Rev. 7 but without
, ) ',fhE'f , p gl g ,(
Lh > '!Shiu" ( M..:.1dn t . Therefore, project engineering rencurs with tha f f-id to install "f p '"','I*((, , g "?,-] . ; . ,,
- A v . n a n s u u s en. .. . w u s."-
NONCONFORM REPORT (CONT'O) inu 2 yl n.,c,,,,_ _ Block.16_ continued _ Bechtel_ approval._Le.rel_h " Hob _ approved - Corr.cct_and_rcsubmit"_ ' '- \ I i 9- Hanger _8-2CCB-15-HS .(3 hop _ Order _E-!E-287)_in_ attached 'iketch_L613-h-5_nev_3_shows_a_h" nhannel_(Itcs_no._ k) ._to_bc_ center _ welded _to lo" y 10" plate _(Item fro._5)_per_ detail "c " - contrary _ ta._the_above ,'_.tlin channn1 *na _ shop _ucid ed_at_an_ offs et_to_ cent er _such_that_the_ fit _up_of_the_ch a nn n1 to 8" Y 8" ntructurni tuhn (Ttem Mn= ?) for_ field _uc1 ding _vould_be_approximately_3h"_off._centnv 1 inn: - _."Q" numhcr_in_h.13L unld pending f'inal disposition. d hold _ tag (a.)_ applied. GCh r; -L, -i 7 4 Block 22 continued We suggest that Project Engineering instruct Grinnell to reference the hanger sketch submittal number instead of the revision number on the G-321D form. G . ,/$me,fC f /s s/n c, s. - . Item #2. __fontrary_to_alock 16,_Lteui #4 is welded to item #5 per detail "C". Slight deviation from perpendicular between Item #4 and Item #5 will be corrected when hanger is grouted (Jurin,g installation. Therefore, field recommends _this_itRDLhe disposit.ioned "Use as is". , g - # . ~/ / g[K M ,, d c_c
.; f ,r .
7 - cI p _Illock_21 contJnuet! __thi,rLhanger_to_the lastest revision but without "s hi m s .'" Item #2 As items 4 and 5 of hanger Sk 2-613-4-23 were m a fabricated according to the sketch,--the fIcid ic t'r __nvia. _;.he-chetch-tit-reEhcM-he-f-kid 's t&w_c. J-feenht. ion-chmgA t4maMent-aeeleawiea4-engi4ww __. Engineering _ concura _to_!!Usc~as_.ia " g ' d' ,_I!!q submittal number is a Jechtel document control and i_s not . / '""-' to be used by_ Grinnell. N %~O whie. copy N 7 "" com.,y coi,, _ o,ioi.. , n.id c co.., Penk Copy - PGAE Cald.nrod Copy - OC
170 8 I;o . 693 Ingo 3 of 3 I
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1 ;, MATERIALS 0 OPERATIOll3 QUAll SilII. f ttn ngIt,imr wr;rsrum cr. rm I _ _ _ _ EL.575',6' E,. .- NOTE 3 it 6, 4Cl3,, g -...-- e n 11m* n.m tist.ctsan_asacchts_ser _1 _ gE . :_ _ a _- D 1) All toleraneso in necordanco n,,.g A", 31.n r F c f P . T.V -PJf S ~ ~ Sar. DCT.* o' w r-- with QCP (2A001 tJ.N.O. [ ]
--Q,
- I. 2) Fab. Proceduro lo 711-101-/O , r ,ngs ,ts.- eagte. o'-4* s en. T.w.-7# er tw e.s i a f s
3 se g. 2 op 2 g- . _ W. .; 3) All producto doolgned in an- . wn , a or a esa- u) p 3 accordanco with El'L Fila No.1 - - - - - FREE - -.a . Rev.1 g )[g ) .{]j 1/e==4*si o" s erv,e eur.:(7(Atubingy_ga_ y -e gt 3/ il I T.W. $0i Shop.ve d to itee Co 84 A 7 v. W
/ 2NJ V lI , , , , , '
To G.lDC. %r_em,n % ______ j _i
^
g l1 STuo Tonous ' 4" ch'aa t " 5 " '8' 5'-5 1/t'" **as " data"*d 1 @* E
@ T.W -297 shop center"enJ weld to; _
if #4
~
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!iI I g m.- as rAes. , c.,,.. . c.
r.w..IIIq(sr- 6 or sasis cas), . . . pm,. . n
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4 _, _ ,
._ 38_Q. utf lI .h .- . .. . 6 carbva steel plas.e per b. tali ~'B' - a a .
O _, I l , N. sc.e.t 4 et 4. T.w.-6T7 13K 36 es sa saa s.Ti>
. Gvf l - - . . _
sp V , l I*
- s Jid Au Au structuras 6u915g, o;-n air ser.s a- 7' N g gI'
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)l /g66((. 2 0P 2 f W.=24M_(':.W. Shop rent _e r and weld so Eseas T6 a,) *
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=
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%# 8 10# C.G.Th PIFE MAT'L.dA B82. ,'TP.%1 Approved By: Ph- ,
i- m , ao
= g ' , O '- 10#LOMft -IESUL. 2 ART.A 3 Dat e l- & N W- .
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*TY . FOR f.lATERIALS Afl0 OPERATIOflS SEE SKETCil 110. SilEET OF 1
b- i -
@AS V#
ITT GRINNELL PIPE IIAllGER DIVISION collDiTioriS rx DESIOff - - ry F un Tii E -
- b h,)(N{--.
[ REF. DRAWillG FHIMBERS " "$^r'r
- hk Mt. $O - - - -
DETAl L " C " - % f I PIPE #140 UD-C ELECT: - EMERGEllCY 'JM - - - -
- ~
Nc / L 7'-4 #
. pf. STEEL: c -sol (n)-7 II.V.A.C.:
l M. WE 8,"{ }yj, _tyf_ _g,. DESCRIPTIOft FAULTED - - CUSTOMER C0XSUrEn3.ForElt Co. n - d ~N Y
/ %,
N '0***'"". 'U" g O
- 18 71 " Sir 6K LJ,, vus ORDEli Ort CollT. flO. '.t' c..Itc 0.t:-101 -J 113mid1tD t .s. 2 tiuH. tur*J.
(12) / l - D l 11 - I-LF l' ISO tJF 1 I 5'" 76 '_ Sit 6/ 10 1 i' ad R C DhJ4 J011.wfl AME,in:ri:eram r.-r.rese-.sma it'T ( l - 01.- l - l l I-LF lE.02 kJ F 2 Ill}RD PARTY lilSPECTIONA 2 N S M E. M hgP. M- m. u eu .r o.ntb SKETCilflO. #- (,12,- 4 -IS-st 6CS TH - - tz s c en s. n jj.l J l8pq w D -/J tic ts yg Shop Wald No. Wald Pro'cedure Exam. ProcoJure CODE CLAS3 : 3 =Ana ccs ci. - - G ~ 4 strr S!! f ET l CF ;L pl,V.'_1__
- m. 1 e -e- . - . .
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, P.un. 3 NONCONFORMANCE REPORT . 2
#,.I'.'N'
.7[ 8 t t '
- 1. Propet Name Job No. 10 , 20. ,g 6 f; .;j .7j No.
7 Pago.l of7 1__ Mid1and 7220
- 2. Unit (s) 3. Drawina/Part No. Rev 4. Item Description ' S.' Item Locationtr.T46'0"-
Auxiliary Bldg. 7220-C-227 7 Type C-4 Structural Steel Embeds 4'6" south of EK G 5.6 L
- 6. P.O. Or Spec No. 7. Sorial No. 8. fle:Jacement Part ,gn S. Source 10. Contractor / Supplier / . 4~
N/A P/N_Ud_,ugy Ud NO. MA Construct 10n N/A
- 11. Inspection Criteria en no. N'[3 s a. AsuE AuTHOnizs0 a s. sHETCH ATTACHED 14. Discovered During 15. Equip furnished Dy Dbwo Os*EC GovnEn NO.7220-C-227 O 'v"E s"'"" "O" 'O Oves Gl" OaEC:cDCONsT O Test OCu E N T ISENG Or'u
- 16. Nanconforming Condition: 21. Disposition Concurrence connections 4'6" south of EK in 5.6 and 7.4 line walls. Top of bmbeds at Elevation ""* "" " ' ' ' ' ' "'"" "5 E " 5
645'Ob". Contrary to the aLove concrete was placed to Elevation 644'6" i on 5.6 . h . /(*T{# 7 line and 645'0" f on 7.4 line without the above mentioned embeds in place. 4'"_1y. {*"""" "g*.'g . 7
'O' List No. 1.202. "
.L_, IIold Tags Applied. IIold for Engineering Disposition. f y", '"{"j']f f "^['.<; 7)
P T CONETH QC EN HECR DATE
~
'A'uT HOH S Z E D INSPECTO H DATE
- 17. Heported By / Date i% 109 51 Date 25. Disposition Results l' i l. /. b60yf9lu0y%
.< .. = ~~ 9Q L/-/ L/-] f g,, Q Og. 2 % &,
- 21. Houting g' TO F8 ELD EN G8NEEHING Q TO/OJ'H' ENS (SPECIFYl U 4 B - 4 0 f1yM-A ) IlwAi.
- 22. OField Esigineering Disposition @e#f ELD EN GIN ECHING RECOrAM EN DE D DISPOSITIONg TO PROJECT E NGIN LEH5NG gf dKil W' bci.rn fNSTA l & El IMt'. -
Field recommends that in place of the C-4 embeds,# KWIK bolts (or equivalent) Ese- o,eerM - ('-a 9A-v '/- be used to anc. hor a plate to the wall. Engineering to evaluate plate size Dn .cfmp/2-D cg f4 c_f.u f 37 and number of anchors reguired. 8/0'/-677? 1
/ . /fhyr m.! .c c $ , . Yh*/> -) (( )\ ,% .1,' ,,, 4 /trf1, g.io.77 Resolution renuired by S/15/77.
- 23. Project Enpincering Disposition d ) 2. ex A Aaches [z-%)4 b tNFAutD 6?c112 -cgra- 9 Project Engipeering_ concurs with Field Engineering disposition. g,fr. #27 '17 Connect the plate to the wall as per the sketch on pagegf' Tgey,,,,,, , ,
engineering evaluation calculations are filed in the engineering Eiles. ll. l/ g.3l ,) : ; c. .s 4 3 , n ffl1.1r, -! s - . b .
.ac c , I > - n,,2, . > h j,*;,n y y.): J-j,. ,;; j Q g ., c. (,,c , , , , ., 7;, ,y g . 2L y,pyyy jj,79,77
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l V NONCONFORMI $2 REPORT (CONT'D) 24Act 3 . or .4. u.s ., 7: 7 _. Block 22 cont. : . The field attempted to drill 4-5/C % test holco for expansion bolts for the "7.h" uall plate. . __'ihe_ top _tvo_ holes verc _ drilled _to_ specificd depth, b.ut. cp_uld _only..be enlarged enpuch. for 3/p"J,.cxpa.nsioa . bolts __
.._becauce_.holca_ vere _itoediately_ adjacent .to .rebar..._ The . bottom _two holes _ could .not .bc drilled 311 thin .cpecific 1 _
__ limits. duc .to .rebar interferenecc._ .!Iowever, _ tvo.1" p test _ holes were. drilled.tvo inchca 1cwor.and . vill clear
^1 rcbar. 3 m !i, _.7w ExpanMop-Bol-1,-Wppl4 esp 1 pea-notr-ljave_--a .-78M-p-boltgn-tl i eJMatalop Field recamucads
._the . _follouing- . _ _ _ _ _ __ . _ . . _ . . ... __ . . _ . . _ ._ g f.t W M
. (1) ._ '1he plate be enlarged _to.-[' x.1'-4". x_ _1.'-6" uith_t.op__ c1cyation =. Gi)f'-0" _(Grating to be triuned
.. _ _ _ _ _ . nround_pinte). . _ . _ _ _ _ . _ _ . _ _ _ _
._.. .__ (2).__l!se._tuo 4_3/ "_p_and tuo 1" p_ expansion bolts in lieu of four .7/8". p_ expansion bolts.
. -..(3)...Eoltlocations.an_.shovnbglov.II"_ tolerance: _ _ _ _ ___ . _ _ . . , _ _ ___. . _ _
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J a - g) -)) n n.ianerin,q to embe ., Recolucion r.,q'd 10/15/77
1S. NCR NO. RT (CONTD) 't.PAGEbOF NONCONFORMANCE R
- 24. Di:pasition Concs.tronce
- 24. Disposition Concurrence
- 24. Disposition Concurrence /C/ / =
=
REP AIR USE AS a$
= /Pwm,w 1 IM7TD REP AlR AWy USE AS IS R E WO R IL R E JE CT REPAIR USE AS $$ REWORK REJECT LEWORK R E JE C T X_ .
DATE See Page 1 - 111oCk 24. DATE Pf10 JECT FIELO ENGir4Etit DATE PROJECT FIELD ENGINEER DATE O
'$lhECT FIE}.Q_ ENGINEER.JsEuZTiw toADATE tv%1 PROJECT ENGINEER DATE PROJECT ENGINEE R
/ PROJEC ENGif E ft } JD-M* 79 PROJECT CONSTR OC ENGINEER DATE
$ >LLyr & ' .21 DATE PROJECT CONSTl4 OC ENGINEE R DATE PF10 JECT CONSTVr C ENGINEER DATE DATE ,
AUTHORIZE D INSPECTOR DATE ~ AUTHORIZE D INSPECT OR AUT HORIZE D INSPECTO,R 24. Di: position Concurrence
- 24. Disposition Concurrence item
- 24. Disposition Cont.urrense item REP AIR USE AS i$
item USE AS IS REWORK REJECT REJECT REPalR REPAIR USE AS IS REWORK HEWORK 0 EJECT DATE DATE PROJECT FIELO Et4GINEER DATE PROJECT FIELD Et4GlNEER
-PROJECT FIELO ENGINEER DATE DATE PflOJECT ENGINEER DATE PROJECT ENGtNEE R PROJECT ENGINEEfl DATE DATE PROJECT cot 4STR CC ENG'.NEER DATE PROJECT CONSTR OC ENGINEE R PROJECT CONSTR OC ENGINEER DATE DATE AUTHORIZED INSPECTOR DATE AUTHORIZE D INSPECTOR AUTHORIZED INSPECTOR 24. Di pasition Concurrence itsm
~
- 24. Disposition Concurrence
- 24. Disposition Concurrence item RE P AIR USE AS IS item REWORK RE JECT RE P At R tsSE AS LS REWORK REJECT RE P AIR USE AS IS REWORK REJECT t DATE
' OATE PROJECT FIELD Et4GINEER DATE PROJECT FIELD E NGINEER PROJECT FIELO ENGINEEft ~ DATE DATE PROJECT ENGit4EE f1 DATE PROJECT ENGINEEll PROJECT ENGit4LE R DATE DATE PflOJECT Cof 4ST R Or. ENGINEER DATE PROJECT CONSTR QC Et4GINEER ~
PROJECT CONSTR OC Et4GINEER DATE DATE AU TilORIZ E D lt4SP E CTO ft _ DATE AUTHORIZED tt4SPECTOR AUT HORIZE D INSPE CTOF. 24. Da:5 - 3.sn Concurrence
- 24. Disposition Concurrence item
- 24. Disposition Concurrence llem REPAIR t)SE AS IS item RLWORK REJECT EE JE CT REPAIR l>SE M SS.
LJSE AS IS REWORK RE JECT REPAIR REWORK DATE DATE PRC JECT FIELD ENGINEER OATE Pf40 JECT FIELD ENGit4EE R PROJECT FIELO ENGINEER DATE DAll PitOJECT t NG? NEE R bait PROJLC'I LNGitlEt H PlatJ16 C1 L Nt.INLL,6 DATE 17 AYt. PHOJE CT CCtGT il OC Et4GINE E R NAlt PROJt C1 LVt451R GC [f4Lii4i! R - _ - _ __. Pied 18 C1 Corditt UC 1 rv.tr.f i f t -_ i . _ . _
. . . . . . . . _ _ _. ..,Pt no.. nC To R ,
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y v v v A NONCONFORMANCE REPORT m MG
- 1. Project Name Job No. 10. 20. LI-rFa1 N o. 7 8 2 ,,,,,}_,,,g_
nia,nnd 722n
- 2. Unit (si 3. DrawirWC{gM Hav 4. Item Desc iption 5. Item Locateon Unit 2 2 611-2 6 2 PipeJIanger Assemblies 81h <t e //2 00 ifold ArcE,_
C. P.ON 7 Serial No. 8. Replacement Part ,,, S. Source 10. M Yg.uppt.er "220-M 106-AC.Rev 'i 18-2cca-27-1p ein N/A orv n o. Supplier T'FT' rjrinnell,_Wnrren,_0hin
- 11. Inspection Criteria .a no. R- 1.OO-109'l t z. asas auTuonizeo 93. snETCn ATTACuco 14. Disco e,ed ou,ing is. Equ;p rutn.shca sy
@owo OsecC DoTuca n o. 9 611-2-6 nev 2 '
O 'v"c s"'' "E"n o C ' U"* GacC:G OccasT O Tcs1 OCuenT Oca<. Ort.o il Nunconforming condition: 24. Desposition Concurrence newonn arJECT nepAen useAsas natnc + hat _tho hnna p1nta " hon 1d ha a 3 A" y i n" y p ' 9 " pl a te_ui t h (k) 11/1 A" corner _
/ h._ A%._g. / . llolca_as_shown in Sketch _A. Contrary to the aboYe,_tha_ base _ plate delivered in n E __. __ g [;u TTClt I 7_1' a oy/.,t 7 e c aena. nee.
__3/8" x 6" Y 2'-2" plate._with_.(2)._31/.16" 1 roles along_the_ center line_na_shown_in . _Ske t ch_ H_ (Before_Becht el_ comment ah _ fb JECT CoNsTH QC ENG ELR t J DATE T
"n" mimher i er It .11 P _ 1Tnl d pon d i nre finn 1 dig ne4tinn ! hold tag [a) MDDlled- I AUTHORIZ ED 8NsrECToV _ DATE A
17 oportedjy Date 18. Validat 5.5 / Date 25. Desposition Hosults feet. l / / f.'A ~?$) SS N&
- f./
- N$ . .s D Y" ?S '
'21. llouting
[ FIELD ENGINEEHtNG Q TO OTHERs isPECIFYI j
- 22. Field Engineering Disposition Orac'o cassacca'as acco="crioro o'seos'T'o" To rao'ccT can'acca'as /" % b3
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THIRD PAP.TY . INSPECTION ' - p;,. t.,e,- I.,, S D M r- t
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7, FJOf 2COf1FOllf3 Af!C11.c PORT (COf4T*D) 1.PAGE.10 0F._1b 11 f4CR NO _c4_
- 24. Disposit.un Concurrence 24. Disposition Concurrence 24. Disposition Concurrea:e Alem item item REWORK R E JE CT f1E P Aln USE AS IS FtEWORK FIE JE CT R E P Al fi USE AS IS REWORK ft EJE CT REP AIR USE AS is YY
_Sce I)1ock_82h paco 1 DATE PROJECT FIELD ENGINEER DATE PFtOJECT FIELD Ef4GINEER DATE Pf1OJECT FIELD ENGINEER PROJ C +4 GIN E DATE PROJECT ENGINEER DATE PROJECT ENGINEER DATE MI\'l
} //-sX'7? DATE PROJECT CONSTR OC ENGINEE R DATE Pf40JE CT CONSTH C ENGINEER DATE PFiOJECT CONSTf1 OC ENGINEER AUTHORIZE D INSPECTOR DATE AUTHORIZE D INSPECTOR DATE AUTHORIZE D INSPECTOR DATE
- 24. Disposition Concurrence 24. Disposition Concurrence 24. Dirposition Concurrence item item item REWORK RE JE CT RE, t il USE AS IS REWORK RE JF CT REPAln USE AS IS RfWORK j REJECT FIE P AI R USE AS if I
PROJECT FIE LD ENGINEE ft DATE PROJECT FIELD ENGINEE R DATE PROJECT FIELD ENGINEER DATE PROJECT ENGINEE f1 DATE PROJECT ENGINE Eft DATE PROJECT ENGINEEf4 DATE PROJE CT CONSTil OC ENGINEE R DATE PROJECT CONSTR OC ENGINEER DATE Pf40 JECT CONSTR OC ENGINEER DATE AUTHOftlZE D INSPECTOR DATE AUT HORIZE D INSPECTO;I DATE AUTHORIZE D INSPECTOR DATE
- 24. Dispositinn Concurrence 24. Disposition Concurrence 24. Deposition Con.urrence item item It:m REWORK RE JE CT R E P AIR USE AS IS REWORK RE JE CT RE P AIR USF AS OS fg E WO f1 K R E J E ".T REPAIR USE AS IS FROJECT FIELD ENGINEER DATE PROJECT FIELD ENGINEER DATE PROJECT FIELD ENGINEER DATE PROJECT ENGINEE fi DATE PROJECT ENGINEEFt DATE PflOJECT ENGINEE R DATE PROJECT COf4STit GC ENGINEER DATE PflOJECT CONSTIT GC ENGINEE R DATE PROJE CT CONSTf10C ENGINEE R DATE AUT HORIZED INSPECTOR DATE AUTHORIZED INSPECTOR DATE AUTHORIZE D INSPECTOR GATE
- 24. Disposition Concurrence 24. Disposition Concurrence 24. Dhposition Concurrence llem item itsm REWORK REJECT RE PA! n USE AS IS FIE WO R K REJECT PEPAlR USE AS IS REWORK RE JE CT RE P AIR USE AS IS PROJECT FIE LD ENGINE ER DATE PROJECT FiE LO 5 NGINEER DATE PROJECT F8 ELD ENGINEER DATE PROJECT E NGINClit DATd PROJECT EisGINJEft DATE FROJECT ENGINEER DATE PitOJECT CONSTR OC ENGINEE f1 _DAT5 PTiOJECT COfiST R OC ENGitCE R tJ G J PRGJECT CONSTH OC ENGINEER DATE
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m._ . . . . . . , _. . , . . _ _ $4 d1 :G 5%.ho p.'_ (.-') f'; C ,!p/ ( - - - W :. 'l ED T/hEwC.K i NONCONFORMANCE HEPORT
- 20. y
*' g-19,
- 1. Prohet fJame Job Nc.
N *- 3 P'8* Midland 7220 ~
- 3. Drawing /Part No. Hew 4. Item Description 5 to si
- 2. u. it(s)
//1 1-610-3-9 8.
1 Sub 2/F1 Pipe Support 18-lHCD-2-H9 Replacernent Part M. GnuacM&p@er 61 .6 v/n Rn
- 6. P.O. Or Spec No. 7. Serial No. ,,, l 9. hurce U/A N/A pin!?/JL_ aEvH/A_ No.N/A l Construction N/A ~
- 11. Inspection Critoria P T 10' 6f0-3 l( Y / sMc A AuTuoH8 ZED s a. sntTCH ATTACuco 14. Discovered During 15. Equip Furnised Dy
,,,no No._14-326 Rey. 0 fy"E.
S""
"g"N7 B 8 0" QHEC;c EIConsv O Tesi OCu6.NT.Elcru .Or'u Elowc BsecC DoTHER
- 21. Dispouiion Concunence '
1 G. "Joaconforrning Conditione Specification 7220 M-326, para. 5.11 statee in part: "The clearance between concrete walla and the structural attachment plates should not "E " " exceed 1/16 inch over a maximum of 20% of the . bearing area . ..
" Contrary to the g[ d f ,a e g I 4H O tt . r F I E L.D E N GI P4 E L H ATE
,f, / 7 1 above, local unfairness in the existing wall at the point of hanger attachment has , p p ,.s if4, h ,..,. s g resulted in gaps over 1/16 inch over an area in excess of 20% of the bearing surface's $'Q'[Q
* ' ' " ' ' " " " ' " ' ' " " " "^
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^'[.pg For locations of non bearing portions of hanger basoplatea, aco attached sketch.
^ " ' " " ' * ' ' " * " ' ' ' ' ' '
one Q.C. Hold Tag Applied.. "Q" No. h.102 Hold For Engineering Disposition. Date 18 Vafi t>4 y Date 25. Dispouteen fiosults
- 17. Reported By
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- 21. Rouiing Qvo ricco cNoeNcca'No O To ofy'u's 15ccCarvi . g p 4 4 /
.2 2. Oracid Enuine rina Disposition
'%FB ELD ENGIN EE HING H ECOMMEN DE D DISPOSIT DtWCGLTidl.l_REGillgnh BY b,TO - P] PROJECT
--77 E NG4fel.EHIN G __.
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~23. Project Engineersng Disposition a e. 25- s .nn _.
Rework - - Grouting shall be applied so as to conform with Spec Jf-326, Parggrap_h ' 3.11 as revised per SCN #1 dated 6-1-77. f,.7 *')] ,[jJ'f///
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J* - 4 .Q% pLJ,q.D d [. NONCONFORMAfJCE HEPOHT t o. **' 3
- i. Pr ,.c N.ame .u. No.
7220 No. 835 P W _ of 7-Midland
- 2. Unitisi 3. Dr awing /For+-Nei. 722b" Reir 4. leem Description 5. . leem t.ocasion Aux. Bldg. El. 645
Common C-198 Rev. 3 M-6 7 Equip. Location Plan, Equip. Locations - i
- 7. Serial No. 8. Replacement Part A ha,rce m. hatracadupAer
- 6. P.O. Or Spec No. ,,,
N/A 2VM59 A & B pin N/A.Ev N O. Engineering N/A
- a. AsMC AUTHortBZED g 3. sMETCH ATTACHED 14. Discovered During 15. Equip Furnished By
- 11. Inspection Criteria ,,
h-M-le O'v"eis"**8N7 @" D OEC:G SCOMsT O TEsi DCEiENT 0cNG Or~i u i DowG EsPEC DoTwEa no.
- 24. Dispositio. concurrencef
- 13. Noncor.torming Condition A mis-alignment Condition exists between the HVAC Equipment --
" "'"^'" " ' ' ^ * ' '.
and associated anchor bolts (2VM 59A & 2VM 59B chillers) located in Auxiliary "(*"" l y . Building and at El. 645'0, Inadvertently, the anchor bolta moved during the .g y y placement of the 6458 slab. 'O' list No. 4.5T1 . Hold for engineering .f. gfg F ,/.g"'f"/j"g, "gy g disposition. 3. IIold tags applied. ( [ " g' g PHOJECT CONhTR G8HELH DATE AUTHORIZED SNSPECTON DATE e/ - Date 25. Desposition Results
- 17. 'P* Ported . Date .,
. Y sulat d , ,
- 21. Routing
~'
/ QTO r: ELD ENGiNEEnaNG
{ / Q TO OTnCus (sPECery3
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n at ' MfCd R 7 s~ 1<
- 22. Ofictd Engineering Disposition QFit"L.D Oi3?OSr.DnD ENGINEENING HECOMMENDED 1WQUliL1;D Pn! DISPOSBTION,L6 -))6 ,TO PHOJECT i) ? / r:ENGirWEERING
>+/s b Lr: /1 // D
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? SI!T_C.nlLLE.Ei._113 VI 3'EF- fMUD inM$uRG WE (: bP PRTWr.1U 'mE d I//? ,r t/ /3 ,
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- 23. Psojci.t Engineering Disposition uREWORK" the safeguard chillers 2Vtf-59A I B as f'ollows: ,
! 1. Iland grind the equip. holcs until they will accept the associated anchor bolts. The equip. holcs are not to be enlarged beyond 2-1/2" in diameter. I 2. Set chillers in place and secure with washers and nuts. Fabrication and installation of a close fitting sleeve is not required. I ' Equipment vendor has certified that the above rework is acceptabic and that the p y*"jy", y ,( /.',jg/ 7 ETAT E QO ENG4N ECff l scismic qualification is not jeoparidized. , y 7,. y.,J/ , . - - -
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- s. eros.et Nam.
son, No. g55 Pacc.1 of _y ,Ji p 'l s. J141and __1220 ."*- _ Drawing /P rt No. Rew 4. Item Descriptiosi 5. Item tocation gef; contig- .
- 2. UmtM 3.
U/A RMiographiq_Eilra_(FjTjing) .uation_Elgck_16 N/A fL&.JL 8. Replacement Part S. hace M. hwendupplier
- 6. (t2XDESpec No. 7. Serial No. 3,,
7220-L10bA U/A "'" II/L "* II/1 " II/L SupplieT- T'M' Grinnoll,_Kerneraville _11,0. is. lquip F.nrnished sv AsMc AuYaonizcD 14. Discovered our.cs
- 11. Inspection Criteria ,H NO. WA 32.
i s. Ons suETcu ATT ACNED D* _ _ . O m . C @ cC.. DerncH rs _7220_& 2g1_,_,_A e',"E,"' lj",'O 5 OHcC:o ScOnsT O Tcsi OCucN r Scru. OrLD 24; Deposition Concurrence l* Nonconformmg Condition: Spe.clficIttion_]220-5201,_Re_L_7., cates in._ parts (Para _L1_) e e_. ., HEWONM REJECT HE P AtH UsE AC I{
"All documentation re_ quired herein shall be fur __ni 3 hed upon or before the arcLurtl of U ,_ a _
_ib.D_PiD i ng_a_t_the_jobaitem'lho dqqumentation shall_be_specifica11_y_ identified f m 't 3-f h&aATE P* ....CT t e ELD LNGINE EH
- /*- E *#7
_aa_to_the. shipment _it_.repreacnta" m (Para _ % 2) " Quality _ Control _dacumentation_chall_ PHQJECT E /f DATE _luolude _ at _ le an t _the _followi nc .fo r._thtlloclear_Eip ins._Glani fintion_pha a.n t 60 l' Et Q
~ EGf tstEstDt!Wir 4"i H QC ENGl CEtt DATC
_ fld. Q Y/ l_ "b Y / AUTr DATC et 4 Z E D 4 N S[C C T O D'
/
(TRocic 16 contjJted on pagpf 21 m f. [ ~ 4 *
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- 25. Duposition Results
( 18. J/alidated JOate 7 '7 7 7
. Reported 0,y d f /W)J45".dfje7/%/gbate ., dd- /'/2 //7/U/77140 fr%X~ Mu,un. ,,,ca._y5 cts.
- 21. Houtmg TO FIE LO EN GI N LEHl'N G # '
C TO OTHCitS {!.PCCBFY) nun _nu.co ramnw - Ficfd tngineering Disposation OF 8 ELD ENGINEEHareG 7e CCOMMENDE D DIsPOSBTION TO PH OJECT E reGINc C HING
- 22. lt'f.b .i .,L-13.lf f.__O_f,3 iflLh_._ hT.EPJfil.i__biMAIW liCIL.7 ? iKIh.1Id__PIQ LXtitTib__.D2c.L11AQ.LIIh Eh!114?.1RI' -16 >a- 6 1,fsy ( P--
PACthGC6 Obbor~/> E[3 /7 'l Mit-ZMl;Mg#gO Ar4' BZb B+7'? ?uns nu n
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- 23. Project Engmeermg Disposition
" REWORK" The radiographic film is a najor par.t of the $/g/ fic6(1,// e,; > $ .c' -
?- ..
documentation requirements for nuclear class 1 and 2 assemblics. Therefore, . 9
- q' n- Q u. .l:'.t e r~
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the Field is to locate the missing filiin or reradiograph the welds so that f I,s, . - ,
~
1!h [ lx..(ib' /,l,' ? %{).f.:fa .[! jthe films are a part of the documentation packages. ,
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_ , _ _ _ _ . ; 2 - - . . _ - - - - ~ . . - - - - - - - - - -
~-~a .--_Ill'ocg.16 continued:_ _
_ a, Nuclear. ng. Claco .1_and .2 ... ._2..__ Radiographic _Filma. . . " _ Contrary _t the_above,_roview_.of_ radiographic film _recorde_and_rcaderlo_shee.ta_in_Q.C _ Rccorda at tha _ Midland _ j ob a ite_ revealed _ that . radiographic _ films _.hava_nat_be en._ received _fo r__the_following - _ Spool _IIo_ 11 nnrilographic_ Film Welda_ only "Q'L11umbe" Location Poseyville C-26 fi 1CCB-214-S603-h-6 . _ _ __X_ 14.037 _10Cb2-S603--7:5. . _ . _ . . _ _ _ . _ \ '
._ h 037__. Sasse RN.d B-10 El. 602' 8' W of 5.6 0 'D'_
1 FC A15--S603-6--2___ x y,037 x El . 626' 8' W of 6.2-4' fl of 'B' __21IChharS603rl7:2 14.037 x
- ' El . 624' 3' U of 5.6 0 'D' 1000-3-S603-15-2 . h.037_
D L' , N h,oh7 Poseyville D-13 fl _ 20.Cb9:360h:1=1 X
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N Ig,3_gh El. 592' 10' E of 5.6-7' il of 'F' 1ME19-S610-h is X x h, log El. 592' 2' E of 5 6 6 'F' 1 FCA19-S610-h--6 _
,)>5:- S El . 589' 10' E of 5.6 2' il of 'F'
__1 FOB-36-S610-h-1 X , h.10h El . 577' 7' S of [ 0 5.6 _ 1HC hles610:5 8A X g161;__ _ 2FCA20-S611rh:1 I Idllh El. 590' 10' W of 7.4 8' H of 'E' _ Poseyville D-811 _2FCIE35-S611 6-1 X ~ h.11h X
\ El . 576' 2' W of 6.2 0'E' - 1GCIh16--S612:3-2 .__ls.12) _N
_1GCA16-3612--3-6___.._._ . _ _. x __W2h \El. 577' 11' W of 5.10 'E' 111Cb2-S612-5-10 _ _ _ . Y _ _ _ _ _ h.1214 Elis Q23' 3' W of 4.55-3' il of 'B' Sasse Roa,d B-10 111CN2--S612-7-3 ___ _ _ _ _ X- h.121; x_ _g,,13g Sasse RoadB.10 _2GCIbl5 S613--2 8 __ _ Sasse Road B-10\ _ 2GClLl$-S613:2-9._ .._ . _X _ 14. 1 314 Sasse Road B-10 '. ., _ 2GCB-16-S613-2-5. _ .. . _ __ _ X . . . _ _ _ _ _ _ _ _ . _ _ _ _ _ _ _ . _ _ _ _ . _ _ . h.13h.. . . ... _ _X h.134 --- ys R d B-10 \. 2CCN16-S613-2-7 . _ _ . - - - -- --- - - - - - - - - - - ._
\
h,1814-. Sasse Road 0-10 m 211CF20-S613-7-1 ._X.. . ,_. , _ . . __ ' - -
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o .16 continued: _ ._ _ . . __ _ _ .. . . _ . -_ _ _ . . . . . . . ____.._ _ _ _ _ . m. . _... __._ . _ . __..Spoo o All Radiographio_M 1m _ J!elda e __oJ}1y " Q"_l! umber _ ___. Location _ _ _ _ ____.
._2HC&20-S613.q-14 ._ . .X _ _ _ . . _ .
_ _ _ _ _ _ . h.13h- Sasse Road B _10 Poseyville D-6 il __2HDC-103-S619:313 . ____ _X e_ _.._ _ . _ _ _ _ _ _ _ _ . _ . _ _ _ _ . __ _ _ _ _ .. . h.192 _X_ Sasse Road B-5 _2HBC-110-S619=3-1__ _.____e_ _ _____h.192 _0HBC-23-S63h-31 ___X __ _ _ ___ ._.h.322 El . 586' 6' E of 5 G-7' S of 'C ___lCBh76=S635_l-1 __X___._ hyJ _ _ _ _._h.353 El.593' Cont. #1 El. 593' Cont #2 __2CBh76-S635-1._1.__ ___ ___X__.c ,,__%. 3 .h.353 seyv m e C-29 __1 EDA $rS638-lhrk _ _ b h.383 Poseyvi11e D-8 ti __.lHChll2:S61h:6:1 8 .l'An _g,1hjg
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- Poseyv m e 4 8 H 1HCB-48-S603-5 9 ___
_ _ _ __ . . _ _..._ h.037_ osey M e I-5 N
.2GCA18-S613-h-2____ y h.13h
___
- Veld "R"_and_ radiograph _ included _with_tho_ vendor. documentation
. or_epool_1HCD-42-S603 2 _ _ _ _
**lleld. "B"_ and_ radiograph included _with_tha_. vendor _ documentation _is fohapool_2GC%18-It -3 __ _ _ _ ..__._ .
_e__._. _ _ _ ____ _ ._..___.. ______ _ _ . . _ . _____. _ _ _ . _ _ _ _ __ __ ._.e _ dI Q.C.eHold_Taga Applicd -eHc1d _for. lhgincoring_ Disposition _ .__ _
. . _ _ _ ___ . _ . ._ _ ___.- e ._ _ _ _ . . ____. .___ . __ _ - _ - _ - . - - - _ _ - -
__Noto:__ Supplier _ reader's.chcote indicato_all._of.the_above_liated_welda.were. acceptable,_. h ovieued_____ _ ..___- __.._ ._. _ _ . by. a_Ecchtel Shop . Inspec tor.. __ ... _ __ _ . ._ . _ _ _ ____ _...e . _ ._ ._ _ . _ _. _ _ _ _ _ _ _.. __ .. _ _ _ . _ ._. . e__. __ .. _ _ _ _ __.. ___. _ _ _ _ . _ . . .___ _ . _ _ _ . _ _ __
._ _ ___.e_ _. . . _ . . _ _ . - . . - . - _ . . e.__ - _ ____ . _ _ . _ _ _ _ _ .___ _.-
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m_ee ._wi.--g _e- ._m..an_.e =+= e- m ___ _-_e-e_ . e m a e_ +-m_._ h -ee_y .mummm. e aeha.ee -e-i.ee e e m - w g .e_e*. w. e en e ._e_ a. eses , , p.. _6g- m a-eye. = a _-M_+s.-e.eam.-= em 9 e ee . + __ e-_$ eumemum.d -O._e se e e..-
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t r,oscb 11'od, raANCE REPORT'(CollT*D)- , ..ecaIcr_ef- = -- _..x-- _e.._., ._~..-_ . ( Block 16 continued) - -
- a. Nuclear Pip _ing Class I and 2. . 2. Radiographic Films., ,"
review of radiographic films _and_rcader's_ sheets _ rcyeals thakradiographic_ film Contrary _to the above, has not been received for the following:( All films were accepted by Bechtel Shop Inspector) (!-[0 Welds O# Location Spool Register A,B,C,D,E, _ 4.037 Sat,se-R-d-B-40 h f[i... (- l'4 Smih ICCB-2-S603-7-5 MP 62-llX F,G,H,J,K, L, M 4.037 Elev. 602' 8' W of 5.6 @ D
~
MP-62-24X A, B
,- IFCB -l[5 S603- 8-2 4.037 -- - Elev;-624' - -3' W of 5.6 @ D - _
A{-B-M P 499X
. 1 -lGGG S603- -lb 2 4.104 Elev. 592' 10' E of 5.6. 7' N of F _
Elev. 5898 10' E of 6.2, 28 N of F MP-78-29 A, B, Cpi j' I FC B S610 5 MP-78-40 A , Bgj , Cni, 4.104 I FC B- 3 6-3610 l__ D, E . Elev. 590' 10' W of 7.4, 8' N of E A, B 4.114 2 F C B-20 -S611 1 MR-78-29 Elev. 577' 11' W of 5.1 @ E A,B,C 4.124 IGC B- 16-S612 6 MP-66-6 Elev. 623' 38 W of 4.55, 38 N of B A 4.124 1 HC B-2-S612 10 MP-63-11 C- 13 Cyril . f A 4.124 Sa s a e.-R d--B- 10 "hv . dit. MP 3 s' 1HCB-2-S612-7-3 A 4.134 Sasse-Rd--n-.-10 T n - s .vik.. r 9 %.di .. 2GCB-15-S613-2-8 MR-66-45 Sa sse-Rd-B -M OT). , ,. . 4 ( 'll.> C. i8 wt h cre A 4.134 2GCB-15-S613-2-9 MR-66-46 S m e -Rd--B-10 p. , ,. . ,,, ; il. . fi G h it, A 4.134 2GCD-16-S613-2-5 MR-66-54 Sa-see-Rd-B-10 hQg'lle L d_i>u.th N A 4.134 ' 2GCD 16-S613-2-7 MR-66-56 Sass e-Rd-B-4 0Af, gg g 'y, K gh I M R 7 A, Bnt, C, D, E 4.134 ' 2HCB-20-S613 _7-1 ._ 4.134 _ _-Sas s e-Rd-B-4 0 Pt.,jg. ll . p,lyb;.__r3 C .a f l i A
*\ 2H Cl}-20 -S613_-7 _4 _M R 10 .
-- A f B _,I C-
_T- -- - - 4.19 2 - -- - Sas se Rd B-5 d M'r-2H B C - 1 10 -S 619 1 -- M R 104 ---- ~ 5,B,G--- -4.322 Elev. k' F f5 ot IIBC-2 3-S634 1 - MR 6- 1--- - - A 4.144 --Poseyville D-8N IIICB-ll2-S614-6 - - MP 67-11X r QC IIold Tags applied. _(@'1-\ -A 6 /k. , _ _ , _ __ ___ = . _ II Id for Engineering pMposi}.i.on. _ _ . _ _ _
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NONCONFORf. . N REPORT (COiJT'D) i n n_i_or " E P e. aca no i
.____. ( Block 16 c ontinue d) _ . ._ ___ _ _ _ _ _ _ _ , _. _ __
Radiographs for three pipe spools were received at the jobsite, refer to Block 25 on page 1. ____Ttadiographs_for fifteen pipe _ spools were not located at the vendor fascilities and are presumed lost. __ The requirement for radiographic examination still exists for the pipe spools, and the radiographs are still not available for pipe spools identified on page 4. ____ , (j:liJbY
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ZEEEER~(ced J~ ~/ _ _ f.b _ _a_ l b . Ilk I k" _ b b. f_ bhib h $b. I h. ibI thIk(bb b % I I _ huD_A1>ERceidD__hY._ Tilt 2. ?mentm L M'typwrc1Llu2Cuii; ilhEnrira ,C_Llf&secrimiL_Eb Tim T-ce.tu _hlPl'-i DlEdk__ittLIMKi LOh'MEWGNiiiL6Y__1T_T__6RMli.LL_hbIC~IllE NML1FCK01~ilsEnccIL KT9 ts__E_a tto_EnE:naetiaa tafiks_nn.cctumnu hirn cids.ilisr_. - EOR *TtitS_AEEidCA~uCO PAPJ . 9 2. eWiT_ttuiacrinLi I2M - 11\ '2P i Ruv. ! hp 3 tenignin a C @ ,.. FV ts/ 7 1
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seese 2 v.hite Copy - Oeigenatee Canwy Copy _ F.eks Eng.neer Penk Co,3y _ PGAL Caldenrod Copy - OC
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f,) NONCONFORt.1AT( ,lEPOR T (CONT *D)
. a u f_arJI o Fl' ..acaa< 8%.I_
_ , _ ( B l o c k 16 c onti nu e d ) _ . __ _ _ _ ,,_ _ , _. _ _ , _ , _ _ _ _ Radiographs for three pipe,_sgools were roccived at the jobsite, refer to Block 25 on page 1 Radiographs _ fo.r fifteen pipe..spogls wcr.c_not located at the vendor fascilitics and are presumed _ lost.
'Phc requirement for radiographic examination still exists for the pipe spools, and the radiographs are still not availabic for p_ipe sgools identified on page 4.
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Q*P~;q. y-NONCONFORMANCEftC;
! \
/ (CONT'D) 5
- 5. Pact.._.o n _..._
y 14. te C n N O. as
- 24. Disposition Concurronce 24. Di:positian Concurrer.c; 24. Cir.%:itixl Concurrerce item Item inm REJECT
- P E P Ain USE AS IS ftEWonK REJECT DE P Alf4 USE AS 95 HEWoHK REJE CT HEPAIR USC AS IS f1E Wo n K M
$ & PROJCCT FlELD ENGINEER DATE
?_?/(17-. DATE IC s AT PROJECT FICLO ENGINEER
'$P HE f,C CdTnmr>us- t}kTNGINEEf1(ne: 3 21y ?I DATE PROJECT ENGINEE11 DATE
~ltP E DATE PROJCCT ENGINEER JptJE C H way . wQ r 9- m DATE PROJCCT CONSTn OC CNGINEER DATE 40 7 GO pf C N. h4C E R STE PROJECT CONSTR OC ENGlHEER c _ f jf fll /DATE
/'.WE AUTilORIZE D INSP ECT OR DATC AUTHOnlZE D INSPE CTOn DATE Ault One L D 6taSPEC4 0n
- 24. Disposition Concurrence 24. Dirpos tion Concurrence 24. Disposition Concurrence it :m item item f1E P Ain USE AS IS HEWORK HEJECT REPAin USE AS 4S fitJ/O H K HEJECT HCPAlH USE AS IS IIE WO R K f1E JE CT l I
a DATC PROJECT FIELD ENGINEE R DATE PROJECT FIELD EidGit4EC A DATE TfIOJECT FIELD CNGINEC H
~
DATE P AOJECT CNGINEER DATE PROJECT ENGINECit DATE PROJE CT CtJGINE Cil
'DATE PROJECT COtsST R OC ENG5NCE R DATE PftOJECT CONSTM OC CNGINCCR DATE PitOJECT cot 4STR QC CNCINECH DATE AUTllOHtZE D filSr'EC10;1 DATC
- AUTHOH12CD INSPE ClOR DATC
'AUTHO n t2 C D INSPECTOn
- 24. Di:,posiuon Concurrence 24. Disposition Concurronce 24. Di: position Concurrence Itom item item USE AS IS f40 WORK #1CJE C T H[P Aln USE AS IS HEWOHK HCJECT R E P Aln USC AS IS H4WOHK ltE JE CT It[P AlH DATL PROJECT FIELD ENGiriECH DATE PROJCCT FIELD CNGINCCf1 DATE l liOJECT FIE LD CNGINCCR DA1E PROJECT ENGitlELR DATC PROJECT EtJGINEC64 DATE
~5.OJE CT ENGINECil ,
DATE Pf1OJECT CONSTR QC ENGINECf1 OATE PftOJECT CONSTR OC ENGINEE R DATE Ph0JLCT CONSTH GC ENGINEE R DATE AUTitonlZED INSPECTOR DATE AUTHORIZE D If4SPE CTOR DATE At> TilOHlZE D INSPECTOH
- 24. Disposition Concurronco 24. Disposition Concurrance 24. Dist.o ition Concurrance item iter:) Itam .
f tEP AlR USE AS IS HEWOnK REJECT REPAin UEE AS IS flCWO R K HEJECT - HEPAln USE AS 45 AtWOHK RE JLCT i-DATE PalOJC CT FIE LD ENGINEGI4 DATE PROJECT FIE LD ENGINEER .DATE . Pl OJECT FIE LD C NG8 *JEE R .
~iIICJECT ENGINC LH e DATE PatOJECT ENGINEE fl DATE PROJECT ENGINCCH ,, DATE DATE PROJECT CONSTH OC CNGlNUCR CATE PHOJECT CONSTR OC CNGINEER DATC P o01ECT CCNS Tit OC Cl4GINCC H
/C [nf t f > A li /-tlT iH hil7t D INSPt:CT D A FC AtBT?! Opts *[ O If,F."LCTr)3 2
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NJ f f!l b NONCONFORMANCE REPORT 3 './,3-i , Job No. 19 860 20. y ((.
- 1. Psoiect Name Nm Pa98 1. 08 Midland 7220 4 Item Description 5. Item 4.ocatioaE-3 North &
- 3. Drawing / Pere--No.- Rev
- 2. UnicM D2 South Posseyville Rd.
Common 7220-M-618, Sht 1 3 Pipe Spools _
- 8. Replacement Part G. Source 10. Contractor /Suppher
- 6. P.O. Or Spes No. 7. Sorial No. ,g, Soc 7' lock 16 pin
-N/A aEv N/A No. _N/A- Vendor ITT Grinnell
_]220-M-104A i s. asME AuTNoaizEo i s. snETCH a1T4CNEo 14. Discovered Durins 1s. Equip Furnished By
- 11. Inspection Cnteria sH No N/A '"
m'v"Es"'*" "O"N o C E" QaEC:o GCONsT OiEs2 OCoiENT BENG O 'o DowG Ce.s EC GoTHEH No. M 901 : Rav- 7 24. Disposition Concurrence IG. Nonconforming Condition: SpgoRic at_ ion _7220-&201._Reve_.l._Earacraph_9.Lat aten_in-part : "Tha H E J E CT HEP AEH USE As es H E W O f* n caller shall establish and maintain a system for the c)ntrol of quality during fabrica- g, _./_. . tipn and shipping. . . This system shall be organized in such a manner that-it will be "PH M- T FIELD ENGINEER _. fD/A TICf(Jy#"[p po:sible to relato every component of the finished spool to its fabrication history"... GINEEH 8 D ai s a; PHOJEC 'ft Contrary _to_the_aboya,_ thera _ ara _two di fferent_ documentation _paricaren. foi tha nnmn_cpoo tTri 4H L-/dMfMldd.c 2EdS uK H QC OH110-1-S618-1 ~4 (MR 91-20 4X) and 01mn 1 M1fl.1 1 lMR 91 919Yi e ~ dif / NGB7EE H '7 D A TE#A-77
' number 2Q.C.HoldTagsIpplied.HoldForEnginecringDispo$ition.
^" "' '" d ** "' "
"Q," ik,. h.185 Date 25. Disposation Results 38 Jalide .d 8
- 17. Report By
/ .A ','t, -l/ -f*f!/,C k ., Date f~b ff h V 4, r M (SPECIF V j
{ -j ~) { b g)js 1% t$ % N sps.s i het/rc_-b o
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O TO F8 ELD ENGENEEH4HG Q TO OT
- 21. Rd g;rfs s t
22.' Fictd Engineering Onposition F(E)l.O I I M ")S % ENGINEEHING T i d R D A 1i ft G_D HLCOMMENDEO (W IO ~ O ~)7 De&PO5BTedi TOv_PHOJECT ENGINEEHING ' t k i f*Y'i i _- 5$MMd'd.,,f . HIE _h W h^- - Wbt b C- ^' ^ bb 4 tes imen).WifansA'._MenhC'-_f ce ~'!W "'F'r'~'W ~' ' T S ' W & % - ! PA'2.k'A i C.G _AP8 ~~^ N' '.* 2kW 0 h L'O_._IlMF.5' 3 1--7 90 b ' ~ NLI Ct'
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- 23. Proisct Engineering Disposation "USE AS IS" Unique identification and documentation of pipe spools is maintained __
through the use of the Grinnell register numbers, which should be used when duplicate Bechtel mark numbers occur. Dwn. 7220-M-618, Sht. 1 does not need to be revised. _ 7:, A . w't7in.j u es.s}. abh
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