ML19329E885: Difference between revisions
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&m i' TFFo sco....oM ;~ | &m i' TFFo sco....oM ;~ | ||
Reinforcing Steel | Reinforcing Steel | ||
.. . . . toc a r .o M f/''.fn | .. . . . toc a r .o M f/''.fn((. | ||
jo... e y "usu' '' | jo... e y "usu' '' | ||
: e. se n.a.. uunr n Auxiliary _ Bldg , =veg 8/M 4 | : e. se n.a.. uunr n Auxiliary _ Bldg , =veg 8/M 4 | ||
| Line 5,343: | Line 5,343: | ||
; Tt - | ; Tt - | ||
I t expansion or centraction in another direction. /'h '"- | I t expansion or centraction in another direction. /'h '"- | ||
%i-- | %i-- (( - | ||
.c m [-. | .c m [-. | ||
HOW TO SIZE: L T,._ - J | HOW TO SIZE: L T,._ - J | ||
Revision as of 12:37, 27 February 2020
| ML19329E885 | |
| Person / Time | |
|---|---|
| Site: | Midland |
| Issue date: | 11/30/1976 |
| From: | CONSUMERS ENERGY CO. (FORMERLY CONSUMERS POWER CO.) |
| To: | |
| Shared Package | |
| ML19329E882 | List: |
| References | |
| NUDOCS 8006180719 | |
| Download: ML19329E885 (217) | |
Text
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NONCONFORMANCE - REPORT LOG & STATUS DOOK #'
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1 Q'g" M'#5!f. 29b $Q!f4Q.i
/ *7
- t. PROJECT NO 7220 PAGE
*C mG Sa COMPL.
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, NCR ORIG. NONCONFORMANCE STATUS DATE PREPARED BY 6- ' ^ NO. DESCRIPTION / REMARKS nOUTE X CLOS D CLOSED BY 220 11 W. C. 0 'lle i l :-111. Bulae in Shao Held 55-3-II-? flo 74 ricld L1-14 12-16 S. Tucker 1.109 11 74 -74 -74 221 11-14 R. G. Lussier :-111. Bulned and Torn Liner Plate S2- ricld flo L1-18 12-10 R. G. Lussier
-74 10-U-2 & S1-11-U-2 -
1.109 (1 74 -74 -74 222 11 R. Revereza :-231. Aux Ridg Rebar hrnkon F1 8; 0 t ' . feld flo .1-18 11-22 L. Johnson
- 74 7.4 Line 1.203 (1 P4 74 -74
' 223 11 R. Revereza :-231. Aux Bldo Rebar bro _ ken. El. 593' flo .1-18
-74 7teld 1-13 L. R. Albert 1.203 L1 '4 -74 -75 224 ll-15 R. A. lloray 5. De v_i.a t i o n from Storane_Rnguiromant R. A. Moray
-74
- Fiel d flo .2-10 4 (1 14 74 -75 2-14 225 ll-19
-74 L. Shively :- 2 3 0. S l u mn o u t o f s pac _,_ oo u r CC(6or,);t '
Fiel d 11-26 2-13 -75 L. R. Albert 1.105 L1 ?4- -7c -75 A 226 (1-19 L. R. Albert C-230. lla te r/ C_emen t Ratin_ nut of spec, !:ield 11-26 2 2-13 L. R. Alb i
-74 Pours A(583.25)d, A(578.67)f 1.205 hi-19 24-74 -75 -75 227 (1 P. Carpenter C-230. Sand ft fled gradation reouirmnt ;ield- 11-26 2-12 2-14 L. R. AS b t@t 74
-75 -75 00 l
'our A(597.25)b ' 1.205 fi-19-J4 -7< s 228 .1=20- R. A. lloray C-233A. G-321D Fnrm i m p r.n p a r l v fi l lcm
~
_NO I 'I I 8 '
~
I~ ' 74 ~ out. 1.101rt.S.1-W75 '15 'b ? w 229 11-20 ll . C . 0 ' lle i l C-111. Gouge in Dome Liner Plate F ield flo 1 1 3 A. L. nouldqu>
-74 1.109' 11 74 -74 -76
~
230 11 T. liaswood C-111. Sharp Bend in Dome liner Plate F ield flo 11-25 11 A. Ila rrington
-7^ RUPTTB 1.109 11 74 -74 76 231 11 T. Ilasuood C-111. Bulge & Tear in Dome Plates F ield fio 11-25 12--11 A.I,. Bon 1 den
-74 Ru-lu-9 a Hv-4-9 1.109 11 74 -74 _75 /
Ano.iosow4 ". 2F'
2 i....g q .g. 7& 3- M }.s.2.y NONCONFORMANCE - REPOR LOG & STATUS BOOK 32, 1-*-" 3-P * / /- M% REPORT DATEU+y ff.4.pg p,M PACE CoMPL.
- 1. PROJECT NO _ 7220 t% ac.mc.sich. //
V d d//- e8 -.- [b
!. 3. 4 s. '
a NCR ORIG. NONCONFORf.1ANCE STATUS NO. DATE PREPARED BY 6. DESCRIPTION /pEMARKS 7. DAT E 8.DATE 9. D AT E 10. f ROUTE XMTD RETD CLOSED CLOSED DY 352 10-29 R. A. Moray L205 CI rnui t T1ronkarn r _tinmnpi n tan ; anmnga 1 ". Field 11-26 10 -75 Identificatinn 3 101 10-29 .i -D % "- ^- M "Y i 353 1 1 - 14 H. D. Fos ter C-111._Icep imperfectinna nntad nn a No 11-18 121 11: Field 11-5 R.D. Fos te r
-75 during coating work 1.109 1 -75 i 7 5 -75 35l 11-5 C. F. Clark
-75 0-111. Dome liner nlate brolen. C-111-15 Field No 11-6 b27-1.109 11-5-75 -75 76 W. M Pardee 355 11-10 D. L. Osborn 0-230. Flynsh below weight on__one ticket, pour Field 12-8 1-23 1-26 L. R. Albe rt
-75 A(6114)b 1.205 1hlo-75 -75 76 356 1 1 - 11: L.R. Albert I-23 C-230. Air content. Poura_A(G99)J'_&_A(487)b' Jiold. 12-8 -76
-75 1.205 St-+1r-7!; -75
-76 357 11-17 H.A. Moray F-1-193._H-92 Moinrn honEnrn dinennnectnd ?ield No 12-8 2-19 R. A. Moray l p~
-75 14 001 ; g<fff 76 358 11-17 H. Boleen 1-11L_ Yalyn 'Pngging regn f va, an En a niatea Field No 11-25 3 II. D. Foster -
-75 pf/-/d ASME -75 -76 359 1-23 1-26 L. R. Albert 1 1 - 21; E. Dutton 3-230. Air content hirrh. Pour //A(619);t Field 12 -75 -76 -7(
1.205 1b25-75 -75 1 l 360 11-25 R. Bennett 3-211. Curing temperature below 500 1 hrs. Ptold 1-26 L. R. Albert 12-8 -76
-75 ?our #A(619)a 1.205 ppg _73 -76 1
_7$ w s-:7 - l 361 11-26 D.C. Thompson blt2 Conani t npacing,_ Aur 111 dr Sinh Pimi Pnni Field 12-12 1-30o 2 D. C. Thompson 1
-75 nab 3 006 22-a_75 _75 76 =76 l
12-1 D.C. Thompson 1-h2. Consluit size reducad,_Aur_Bl_ Mal l. 3-12 II D. C. Thomps on 362 -Eicid- 12-5 l
-75 3,006 -76 -76 12-2-75 -75 pts ritz et.u Ts LW t 363 12-1 L.R. Albert C-230- Pall ing water _nanv innt _ hlt 12-1-7i; 12-16 12 75.dbut] . R. Albert
-75 l 1.105,1.205 -*3-4-75 -75 i AO-1M 09n4oC f *h 11. PA oC c3."
Page 33 4 _
3
. 9 . , . n. p :, - e . ,.
V e q.g. 7u S. 5 ') G ~o, NONCONFORMANCE - REPO LOG & STATUS BOOK 32,
*'+'-" M Q 3 ~5 -'*
nEront DATE s 2 4. L]p i .' ,y. PAGE COMPL. . I t *A *1 -%
- t. PROJECT NO. '~'"~*'" '"
7220 NCR ORIG. NONCONFORMANCE STATUS DATE PREPARED BY E ^ NO. DESCRIPTION / REMARKS nouTE .dN IN CLOSED CLOSED BY 1 - 2.5 - 3614 12-l- 4 D.L. Osborn C-208. Concrete cylinder curine:. Pour 1.(617db F4 eld 12 76 73 1.205 43-h-75 75 -76 365 12 H. Shawl. C-38. Aux. Bldg. columns cut short. Field 12 1 1-19 A. L. Boulden 75 1.201 43-3-75 75 76 -76 366 12 H. Dennett 0.231. Curing Temporainrad(590)a' & 1 10$d Fleid 12 '^
-76 -76 75 cC(635)b' 1.205 - 4a-u-79 75 A::7 367 12 II. Boleen %1014A. Damaged pipe spool upon receipt. -Pie 14b -l=-i 4 - / G3~g6 11-4 C. Groat 75 Aale Is.101s -
s tf-73 F'"W -76 -76 368 1 E. Dutton C-f.31dmInst temperatufte, Pour A(626 25)n' mld- - 1-9-7( 2-9 2-9 L.R. Albert 76 1.205 -76
-w7=.76 -76 369 l-13 L. R. Albert C-230. Fly Anh fincncsa_nnLper__Awu -
Eield 1-15 2-9 2-9 L.R. Albert
-76 C-618-72. 1.105,1.205 -13 . 7 6 76 -76 1-27 2-20 2-24 D.L.Osborn 1 370 1-19 E. Dutton C-210. Slump _high, Pour A(599)18 -W. . -91 d=
-76
-76 1.205 4:20:76 -7 -76 1-4(
C-231. Field cylinder curing temperature, jffffb -76
~
1-20
~
371 T. Lieb *
-76 pour A(614)h 1.205 -76 -76 372 1-27 G. E. Depew C 50A. Liner Plate slab numbers not match- Field No 1 2-23 R. Lus sie r 76 -76
-76 ing. 1.109 l- 28-76 373 I
~f9 T. R. Lieb C-208. Concrete cylinder curing, pour J;icJsl 2-12 - '
A(614)i 1.205 =>JJJJh -76 374 1-29 E. Dutton C-230. Conc rete slump _lest f regtLq_nev. nou'r_.Tfeld: _ 2-25 1-9-76 4 14 - 1 3 - 76
-76 A (63 3. 2 3)a' i 26 3 ' r 2= E=f6 -76 D. L. Osborn _
375 2 R. A . Mo r,ay M - 1. Makeup Storagn_ Tanks _.receivert with II-22
' 76 K. Pulito B&W No 10-15 -
shipping damage ASME q1.039,4.049 2-4-76 -76 76 P. . Pitts
)
A ioaow4oc "r c-"'- ' pg 34 -
[ 4 .j NONCONFORMANCE - REPORT LOG & STATUS BOOK r - o .n
N#
g 2, REPOnT DATE I PAGE COMPL. ' ' - i ' * ' l>
- t. PROJECT NO. 7220 #~ ' ""' 8' "" ^
- 2. 3. 4 5 NCR OnlG. NONCONFORMANCE STATUS NO. DATE PREPAREO BY "- ^
DESCRIPTION / REMARKS drE nourt $N ctosto ctosro ey 424 5 P. M. Pitts M- 104 : Pip.e Spools Air Qucnr.hed. noLW_ater_ Fhald 5 8 9 P. M. Pitts 76 Quenched 76 76 4.104, 4.114, 4.134 5 # 76 76 7 h25 5 R. A. Moray EPG-46, Decay Heat-Ramoval-4lsat, Fachan60-pur64 $38-7C 76 ; 76 9-3-76 pressure out of req'ments ASIE h.101, 4.?ll h0b7C J.F. Spence 426 1-24-76 P. W. Ratter 10-IFCB-35-H3, Incorrect Fillet Weld 6 6-22 6-23 Fi*1d
-76 76 P. W. Ratter 4.102 5-2k-VC 76 182 7 3-25-76 L. R. Alberts -G-G7br-Robar-Hoo;;ny-Elav e n w ,g plag_ E**1d
~ 5-27-76 6-10-76 6 _ 1.203 5-95-76 76 L. R. Alberts 428 & 6-18 7 6-2-76 P. M. Pitts M-106Ac. nnneer t.hterini certf rictitionn Field 7 -76 76 76 A nm' ve ri e- 6-4-7( P. M. Pitt s h29 6-3-76 U. Faulkner C-211. Reinforcinft Steel S]ab Dowels 624'0" Field 6 11 - 1 2 -
16 M. E. Foote Emken 1.201 6-3-76 I?o I6 h30 6-8-76 R. Hendricks M-10hA. P1pe Spool tarninn. spool minidentirle. Field 6 ~ 6 P. M. Pitts ASIE 1.114 6:8:?6 76 Is31 6-10-7 1 P. M. Pitts M-10hA. Pipe spool Documentation vit.hout 8 -I7-IE No shop traveler 6-10-7(~ 76 __ ASME ls.16h h2 3 6 L. R. Albert 0-9 t1 cadueld sn1 ice Testing Field 6 9-14 E. Dutton h-7( 76 -76 76 1.10h and 1.204 8 11- 1 2 - h33 6-11-7 i M. E. Foote C-211 Dowels exceedinn accented tolerances Kiel<1 6 76 76 M. E. Foote c; . 6 p, 7' lt e 6ph'n" 76 1_ pol 4 m7/ 47:3 6 M. E. Foote C-231. Incorrect spacinn or dowelr u Aux. Blde FhJ 7-a6 9 6-23-7(' 76' 76'~ M. Foote L6 live vall e 62h'0" 1.201 if-WT _ 435 6 M. E. Foote C-231. Incorrect spacinn or dpyels. Aitx. Bl_dA - 1 76 *
- No 6 '
'R' T.ine un11 @ 6 31s'O" 1.20 t i 7b AAo-103 09/74 oC
]f Page 39
- 11. par oC-G3-1
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#'" ~h NONCONFORMANCE - REPORT l.OG & STATUS BOOK i2.
REPORT DATE Nr PAGE COMPL.
- 1. PROJECT NO. 7220 .c. enc. sicN NCR ORIG. NONCONFORMANCE STATUS I NO. DATE PREPARED BY DESCRIPTION / REMARKS s. # ^
nouTE u"E NN YOsEo CLOSED BY 448 6-21 P. M. Pitts 7 ,
-76 M-104A. Documentation for IIIBC-133-S616- FiQd 6-<Z- No 76 7-6 misidentified ASME 4.164 76 6 H-106. Incorrect W+*. sent with llanner e O- M-449 76 R. S. Morrow 12-1GCII-25-il14 ASIE 4.102 6~2 - 76 76 R. S. Morrow 7
450 6 _11-106 9 76 R. S. Morrow Incorrect cE. nnd Ecchtcl_ Approval _. f- 3 level 4 sent w/ IIangers
7 ASME 4.102,4.112, 76 76 51 23 M-10sA.
P Ven tu ri innkinn rrnm ennni - 7 10 10 6 LMm 2HBC-123-8617-8-4 Asrs 4.174 7 6 M-106AC. PipeHanger 18-lIIDC-133-H6 fabricater P-ivl:1 8 8 Il-30 452 6:28:7 6 76 76 n. S. Florrow to a Dechtel 1cvel 4 cketch ASTE h.162 76 -76 P. M. Puts 453 6-23_ M-106AC. Inwrrect Dug. nev. sent with 1 633Y6 No 8 76 n. s. ibrrov , AstsII:193;II:19fl4.: !sl 9-29-76 76 454 6 M - 2 04 . Incorrect stainping of 26" yard 76 J. R. Behres {I"l
,2 - No 7 6 7 J. R. Behres piping. . ASME 4.192 76 76 455 6-24 W.M. Pardee C-lll. Heat Number dinerepancy on Dome Li ner Field 0 9-24 W. M. Pardee no
-76 Plate ascembiten 1.109 6-24-76 76 -76 456 6 C-111. Shop Assembly Untraceable to Field 8 -. 31- 9 76 W. M. Pardee N Documentation Ht#21302 Slab #10 1. 10 9 6_-g 76 76 W. M. Pa rdee 457 6-28 W. M. Pa rdee M - 12 0. Linen r indications round on 16" Vn1vn F1 eld -5~
76 9 -76 S/N 3N-641 ASME 4.164 6-28J6 q,,o-76 11 S-76 458 7 Field 76 M 106AC. W rong Dwg. Revs. on IIangers 7_I_ 4 8 9~16-R. S. Morrow 76 fab. to level 4 dwes. ASME [*1 '
'hff 76 76 459 7 M- 10 4 A. G- 321 - D nof_nubmitted Swnnnntets Field 76 No 8 8 H. Boleen
- 11. Boleen not capped. ASME 4.192 ' 7-6-76 76 76 AAo.103 0994 oC Page 4I oc.cs.
si. n } _._g.__ - -- __
-_- g-. . . - - . _ _ . - . _ . ..--- , .. __. -.
.. , LOG OF NONCONFORMANCE REPORTS
. :. . e . > .
PROJECT NAME Midland 1 & 2 gg gg, 1 7220 e 42 p NCR NO. DATE DATE NCR NONCONFORMANCE DESCRIPTION / REMARKS DISPD. CLOSED CLOSED BY _SELP_SP___G-3. 2 RexmO_Imple m e n tad _u s in itn ew_f o r_ols_ fo r_N onconfo r. man ce_Re p o r t.s_a nd _ Log _Sh e e t s 460 7-2-76 44-106-Incorrect-Dwg Rova_sent_with_Ilangers hifo'crk 4 61 7-7-76 _M.106 Incorrect _ Dwg.._ Revs sent_witlLIIangers Rework _Ea b._to_ Level _4_Dwgs - _h_ Don 462 7-8-76 ._DwgE ZD_R c_b a rs_at_a n d_ngtJ e p_l a c e d . Std. R epair 9-28-76 M. E. Foote 463 7-12-76 M - 51. G-321-D not received for 4 sets of Gaskeii Doc 8 7 6 II. Boleen 464 7-12-7 6 ._C_-ill _IIAD_and_Ilan_sub-assys_show_intensistent ' Rework _IIcat Numbe rs. 10-5-76 W. M. Pardee 465 7-15-76 _G-2DB,__Str_ength_Lele}_of_.Gon.c_ rete _ falls below req. _f c ' l e vcimCu te_J' e m p ._m f _c.y.li nfl e_ta_lz el ow r estu i r_ cmp n i s. 466 7-16-76 Ji-193 A.___Tjir_calip_e__ Spool s_ Relive red Bent. Reject 9-20-76 R. S. Morrow 467 7-19-76 31-104A, Venturi not installed in Spool Piece. Use as is 10-12-76 II. D. Foste r 46f1 7-20-76 M-106 Supppf1 Bars _jia_te_ine_oryc_ct_inside dLarnste_r_. R eject 7-29-76 P. M. Pitts 469 7 7 6 _C_-Z_3_3.._Xclaonntmls_we re brok en off or__In_isAinn Rework 8-4-76 __c h a n n el s . Aux. Bldg. W. M. Pardee 470 7-21-76 _Dwg. C - ZE_4. Twp_Dow_cis_ mis _ sing froml1, 63 5'+ at intersection of wall 53 and 'Il L,ine. ge no 1, 1I-5-76 B. T. Cheek 471 7-21-76 _Dwg._C _l4_0._J.,a cking_R eba rs a round doo r op_e_ning. _El, 614'0" at 'II' Line and 5. 3 Std. R epair 9-8-76 H. Foote Aux. Blde. 472 7-27-76 _J1.yg s . _ C - 3 9- A 3 2, A 3 2 A . & A_2 3. Rebar Mis sin _g_ Aux. Rework B l dg .__5_. 9 L 6. 6S, o f 'I l' ' K c ' @_6. 6 El . 6 3 2 ' 6 " 9-23-76 M. E. Foote 473 7-30-76 _E - 20 Fl ang e s n o t_Soa te1U.1 pen _tec_e i p t . 474 7-30-76 _E-ZQ.__.W.ntd_Hacitflanges_not oil._goated_upon receipt.. 475 7-30 76 _E-2L__F_langes not pr_otected upon receip.t. 476 7-30-76 _ht- 103 A,__El p e_a pnpl_lH GG- 154 -Shl 6 _lD - l_sla m a g p_d . Repair 477 8-2-76 _C- 111__Aiain SN m_RencLration_we ing_not_fu!L Rework 9 7 6 P. W. Ratter _. _p enetration._v.nids
. ___ _ , . _ . _ __ . ~ -.
2:
' LOG OF NONCONFORMANCE REPORTS f ei IS*c PROJECT NAME Midland I & 2 JOB NO. 7220 PAGE 2 3 4 5
NCR NO. DATE DATE NCR NONCONFORMANCE DESCRIPTION / HEMARKS DISPO. CLOSEO CLOSED BY 478 8-6-76 C-231._JMg._ C-281. #6 stirrups installed on 12" cente rs Use as Telex.9-102i6 - C. Kasch instead of #8 at 9" Aux. Bldg. El. 614 8 to 630. 75' IKc'iine 18 9-20-76 479 8-6-76 _M- LO_4A, No referenc_e_ of N DF on PT Examination B. T. Check _R e corillor__pipt.npp_ol_QI I C G _112. -S 506 2 RDocument. ewo rk 11-18-76 P. M. Pitts
/- 480 8-6-76 C-Ill . Welding of Dome Spray IIcader Lugs, Unit #2_ Repair 9-21-76 A. L. Boulden 4 81 8-9-76 _M -1061._.11ang era _f abric a t_crLio_npla pproze5L51r_a wi0 gs._
482 8-10-76 _and-packingn _ _M-1Uh.-_Ila slip _d_psumentat_ ion for NDE_ &Weldr e vi s i o n s d cun o t_m at clus k e t clurevs _ g er_ _ Details, Use as is 10-28-76 P. H. Pitts 483 8 7 6 _C-2,13A F 1406LMisc._MetaLfabrications recciy.c1L Reject 8-17-76 R. A. Moray _withouLtag_ markings - 484 8 7 6 _C-213A._.F *_iLo Trash _ Rack _Oilde_As s'yp received Document 9-3-76 R.S. Morrow
-without-tag-ma rking s 485 8 7 6 _C-Z3.3A.__E13439 Channel and Plates received without 10-5-76
_ta _ marking s. Use as is H. Boken 486 8-16-76 .._C[231.__Dwg, C- 212. Rebar omitted and Rebar install ed _to o_ l ow.___A ux_Bidg ._E.__Tran s fer_ "Ib bc_R onm _ Use as is 487 8-16-7 6 _C - 2_31,__Dwg . C - 2 5 6. Aux. BldLE Transfer Tube Use as is Telex. 9-10-76 C. Kasch 488 8-17-76 _R oom._ChanncLnot_ embedded _in_concrcle_620'0" t o_63C 'On 9-20-76 B. T. Cheek _M - 104 4. Code tag on_ti s>e spool does not correspond _wlth documentation, for pipe spool 1-GCB-8-SI)~12-1-3 Rework 489 8-17-76 __C-231. #6 Rebar cut to allow installation of Struct. U se as is 10-12-76 M. E. Foote _ bas e_ pla t e_for b e am_6 '_3 "_L s tu f_8._L__ Along 'A%Ln_e . EU. 634'6" n3 x. 490 8-19-76 M-64. Radwaste Decay Tanks _ equipment bases not 10-4-76 C. Groat
- Rework ,
coated with an clastomeric Compound. 4 91 8-19-76 _M _106AC. . Pi p e_Su pp o r t ala b ri c a t ed_t o_ Lev _c L4_Dwg s , _11a c hing_Li sLd uc s_nnt_a gt.n e_wi t h_Dwg s ._A nnt.. 492 8-19-76 _M - 10 6 A C. Pipe Supports fabricated to Level 4 Dwgs. Pkg. List does not agree with Dwgs. sent. Clamps no t numbe r ed, 493 8-19-76 _.SIO.__P_O_F- L4192.__Ilql LII.c asi s_n ot_m a_r ls esLA 4 90. 494 _F_orms EP_G-9-1 and F_P_G-91not completed by Vendor. Use as is __9-pjpg/; II. Iloleen 8 77)___ M-1. 35. No correlation betweeii ilocumentation far ~4~lif4I Non O _
..__Sy. stem Cabinets and 4 Cabinets. No Dispo 11-15-76 J. P. Connolly 495 8-19-76 __M _10.6A C._IIang er.a_ fabric at ed _to_le ye L4_Alwgs ._Rkg._li st 496 8-19-76 . d ne
.A 42 s_npla c g tne_wilf ul wga,_s_en t , __} Lang gra_arrj v ed_b_c fr.ore ggp.t ondulLdamaged byalrilliny.-Aux,-Bldg.-584'1 " I l-4-76 D. T. Davis
_ slab.
. ~ . - - . . . - . - _
c-LOG OF NONCONFORMANCE REPORTS iiY.1,2
; PROJECT NAME Midland I & 2 agg no, ' 7220 PAGE ; NCR NO. DATE DATE NCR NONCONFORMANCE DESCRIPTION / REMARKS DISPO. CLOSED CLOSED BY 497 8-23-76 M -106 A C. Pipe clamps configurations not in agreement with Bechtel Eng. NDE documentation not included. Use as is, 11-22-76 P. M. Pitts 498 8-24'c76 _C - 2 3_0, Concrete pi ficed in Pour CC(662. 92)b' had Use as is Telex 8-26-70 B. T. Check
__ a temperature of _76 9-8-76 E. Dutt on
, 499 8-24-76 C-230 Entrained Air in concrete lower than the y ,, , , g ,
required 3 percent for Pour / (663)a 500 8-24276 _Ai .l.15, 3 gauges _sto_not_ car _r_nspontLw_ith_the No" R _ packing _lis t. No Dispo Il-4 76 R. A. Moray 501 8-25-76 _C-211.__4_Dowe_Is_ o not em_ bedded in ' D' line. 3'9" East __of_6..h_Line,_at _El. 614 '0 ". Aux. Bldg. R epa.ir 502 8-26-76 _E _4. 2- P V_C_C ond uit_1BG001_d am a g e5L d u ri ng._r_ep_a.i r _oLIB C0118- R epa.ir 11-4-76 D. T . So vi s 503 8-26-76 _ C-233 Channel _and Elate _ Embeds _noLpiece_ marked- Use as ic 10-h-76 H. Boleen 504 8-26-76 TN b Piping, welding began upon a rejected- Rework 9-3-76 A. L. 330ulebn _ fit __u p . 505 8-26-76 C-Ill. ps-built location out of tolerance. Unit #2 207 Elev. 668'6" Use as is Telex. 11-1)-76 D. L. Osborn 506 8-27-76~- _A7,,305.'rwo C- re5ar cut at ITanger IB- ZilBC T3T II6 - withoulprior_ Project Engineering _ approval. Use as is 11-2-76 B. T. Check 507 8-30 76___ C-230. Mortar sand has g reater water dem:md ratio tR eject ~ ' 3an allowed by ASTM C-144-70, l'se as is 11-11-76 B. T. Check 508 8- 31-7 6 _C-230. Fly. ash _ content of concrete p_ laced in CC(619._5h -
' _.a_higlier_1han allowable _ limit.
509 8-31-76 _C-231 Curing _of_ pour _A(633. 2)_a,._sur.fac" Use as is __a pp ea r_estd r_y_, 10-26-76 B. T. Cheek 510 9-2-76 C _208.__13_Denalty tests on In_goming_Struct ural _SantLftradations failed to meet minimum volume. Use s is 1I-23-76 D. T. Check 511 9-2-76 __C - 2 31,_.__l-fl.5_d ow e l b r ok e n a t t e r_np. const. operiing. Std. Repair _ Aux._ Bldg.__614 'O" 512 9-3-76 _ml 06 Ha n g ers_r ec eive d,_d wgs .._n o t_a pp rnyed,_ an d_ _.pa r ts_not_id entified. 513 9-3-76 _M- 106.__lla n g ers_rnceiv_ed-pa r t smo t_id e ntifi c.d_p ts pn ely. 514 9-7-76 __CA213A._.ChanncLand_El.at_er_rsceived witi aot piece E _L44 use as is 10-4-76 II. Boleen __.13 5 9-7-76 _markinbs E-20. l Neck _33
~d Flanges receivedTilthout coatings, _
)
nicked, scratches.
)
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LOG OF NONCONFORMANCE REPORTS
.t' .1 s
Elld1EDE 1 & 2 ' PROJECT NAME JOB NO. 7220 PAGE i 2 3 4 s 8 i 7 , NCR NO. DATE DATE NCR NONCONFORMANCE DESCRIPTION / REMARKS CISPO. CLOSED CLOSED BY 516 9-7-76 __E- 106._Ilancer s_r_ecclyed ,_nat__tra ce.ab le_ mark ing s , Documenta- 10-21-76 R.S. Morrov ___difLerent__revislon___qn Packing _ List __1llan_Ihig, rec'd,__ . tion 517 9-9-76 - J4- 1 1 A . nupport_reet_or_Reat Prchangern_do_not
-_ agree _vith detailn nn drawin6: ' 518 9-10-76 M- .
Pa_cking_ List does not agree v/_ dugsn sent. Doc. & _Dvg._ calls _for_ '.I'__.Depm_wher_tas a "R'_fqorn_vno_sqnt,_ t. se as is 510
' 9-13-76 -- Ws _c:2Muh_pugmslab__ M ",_. clear _ saver
_Ior_ To p_ Dowelsaary_bs.tve en_2_ and_3-1/2_i nche s . use as is 11-16-76 M. E. Foote 520 9-10-76 J 200._ Cylinders _ vere _nat_ stripped _vlthin_2fLhours Use as is B. T. Cheek _ _af ter_caating _ Cylinder _.seis_f996_and_f9T. - 10-29-76 521 9-10-76 - Ji-106AC._11 angers _and_related_ sketches _for_.uvo_ hangers ___have_same_ mark _ number-U se as is 522 9-13-76 14-lo_L_Itigure_211_.Lipe clamns do_not_conrgrm to_the Use as is _ applicabic_sketchen_ bill _of_ material. Il-22-76 R. S. Morrow 523 9-13-76 MM.Jnterna_1_nurrace or valve had a Itght film ___of._rus t 524 9-13-76 -- li-l'35JUILdoes_not_ hay _e_a_MateriaLor Non O rnnformance. No Dispo 11-4 76 R. A. Moray 525 9-13-76 - M-1 35 - %crmoco uple_As s embli e n_no t_t rac eable Non D _to_the_Certi ri cate_ar_conformance. No Dispo 11-15-76 J. P. Connolly 526 <
' 13-76 M-l-35 -- Pressure _Svil.ches,_documentat. ion NonO 11-15-76
_ packages _not_ received: No Dispo J. P. Connolly 527 9-17-76 -- C-230.___ Entrained _nir_in_ concrete _ exceeded._spet. Use as is 11-2-76 requirements.__ Aux._. Bldg.__Four_A(629 5)a B.T. Cheek 528 9-17-76 -_ A 204._Rus t_on_s pool _plec e s_GEW_37,_ M- 610_.Eh t ._5 . 529 9-17-76 -- M lo6_AC._ Sway _ Strut _ 'FrDimension.__ size _of__plece__ rio rioncon- 9-23-76 P. M. Pitts
<1nes_not_ngrec_wlth_ size _on_nketch- ___rormnnne 530 9-21-76 -5J. Hea@Janger 2EA _ has rust and scale on Rework chell side. 10-8-76 C. Croat 531 9-22-76 C-233A~ Ela te_dimensioned_two_dMerent_1.hicknes s en-
.__on_came_ drawing. Rework 532 9-23-76 M 104A.J-321-D_not nent_ror 19" 150f_Elange. rio fioncon- 9-24-76_ H. Boleen 533 9-23-76 H:lo6AC- _ Random _ Hanger _ Support hanger _ rod cE.
_was_not thrt:aded_as_ required- f rmance 10-7-76 R. S. Mor row 534 9-23-76. Use as is. Telex. :.i. E. F
----U"A- C-2562 _ Clear _ corer _for_rebar_o,u)t
- - Aux _Blds. Wesh-Transrer Tube _ Slab 9-28-76or_ tolerance-e 10-26-76 M. 2 Foote
LOG OF NONCONFORMANCE REPORTS { t -l-% PROJECT NAME tiidland_._1 & 2 _ _ _ jon no, ' 7220 8 46 PAGE f 2 3 4 5 8 7 NCR NO. DATE . DATE NCR NONCONFORMANCE DESCRIPTION / REMARKS DISPO. CLOSED CLOSED BY 535 9-23-76 C-230. Flyash content in concrete placed 'lii~l'our rgo 11_g_76 Y(623.0)a below minimum aliceable weight. *
- Nonenformance 536 9-24-76 .klahL in" Ln m El1 cnntains_ cracks,_nnJpool
"'3"C
.2HBC-131-S617-9,7 537 9-24-76 M-106AC. Pipe _ Clamp.. doca not_. conform _to__the_.skelehe L _
Dill _of_ Material.- llanger_MK_2-l/2-lCCH-10-H4 Use as is, 11-22-76 R. S. Morrow 538 9-24-76 H-104A. Shop Traveler Form. does not agree with tl.e Code-~ Data Plate or C6de Diita Form. 1-IIBC-87-S619- 7:2- Dorum;ntatirn 539 9-27-76 C-233A. F-1W30._TysLca._Gb.Jb_&_Kh_ Beams. 11-18-76 II.Boleen Reentrank.cornern not_fillete_A_lo_a__1/2" radius. U s e fis is 540 9-28-76 ~C-3_9 ReinforcinL St eel Received does not tework and c rrespond~Wilh fabrichliiin on Tiiiiird R,yerson Dwgs. R eject Il-5-76 J. R. Slife r 541 9-28-76 C-208. Concrete Cylinders had a higher curing ,
~~~
__ _ t c rnp eratur e_than_a llow.a b l e_m a x i m um , Us asis 11-23-76 B. T. Cheek 542 9-27-76 Dwg. C-276. Aux. Bldg. El. 528'6". #11 dowels ormlEEd. (. FliEE tor the nortir2'6"TartliE s15b. S43 9-29-76 M-93. Nuts and bolts not secured provide ~d on liihitTwitch of crane., guard not
~~
544 9-29-76 w rong _t_y_p e o f s pi ra l wou n d n a s k et s M ma- 104 A . documen riang, G a s k et s,_talliiii. 545 9 29-76 C-GOA- Four_.Eolar._ Crane _ Girder _ Support _Bracketi Std. repair
-. Damaged-546 9-30-76 G-39. Ihscrepancies in Vendor Dwgs, as to Rebar Hework 10-1-76 R. A. Moray 751Iric51Bil Hiid~RElidi Riic617Ed.
547 9-30-76 M- 104 A. MTR's lack Stress-Rupture and Conc
~SErippliig TEili r r studs and iiiils.
548 10-1-76 C-233 A. Pl4 Pipe Restraint Embeds fillet welds have some incorrecE dimensions. Use as is 11-5-76 J. R. Slife r 549 10-4-76 C-38. Reactor Bld point'5f tangency, g Structural Stect , cuttingyast 550 ~~10 7 6 id-104 A. Gaskets, wrong 3,pe of spiral wound gaskets rna_r_k_ing, documentation. 551 10-4-76 C-230. Low air content on one ticket, pour #C(593.5)a S P"C2 Use as is . 11-23-76 B.T. Cheek 552 10-5-76 - C.-305. Expansion anchors used for Class II __P_Iping_over 8" in diameter. 553 10 7(' C-231. Two sister s IIces taken from 90 ProitucElon liihtead oF~T6iir-~Irtp ices.
) ~
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a 11.p.7L LOG OF NONCONFORMANCE REPORTS PROJECT NAME Midland I & 2 1 7220 a 47 JOB NO. PAGE 2 3 4 { 5 7 g NCR NO. DATE DATE NCR NONCONFORMANCE DESCRIPTION / REMARKS DISPO. CLOSED 554 CLOSED BY 10- 6-7 6 _Dwg. C-202. 1-#6 dowel mis sing at El. 624'O'_', 12 F ' west of 6. 2 on 'A' line wall. Aux. Bldg. R epair 11-19-76 M. E. Foote 555 tu.6-76 C 2 31. 2-#6 rebar damaged by concrete drilling. El. 624'0" @ 'B' line wall. __ Aux. Bldg. Use as is 11-16-76 M. E. Foote 556 10-6-76 M- 104 A. Studs do not include the results of the s t re s s -ruptu r e test on the Certified M l R # 557 10-6-76 C- 3 8. Dwg. -C- 3 8- 6 3 8. Plate bent at an angle c' ' -- lue to a crached weld. 558 10-7-76 C-305. Expansion anchors used to fasten hanger R d 559 10-6-76 10-IFCB-19-Il7 to wall. (over 8" in diameter) M - 120. Two valves have a film of rust on the - _inte rnal surfaces. Item # 5. 3 & 5. 4 560 10-8-76 M- 1.17. Quality _ Documentation Package has not been received at the jdsite. I 561 10-11-7 6 M -9 3. Aux. 131cig. Grane components exposed to g _ tite weather . I)wg. M-616 Sht. 7 Weld completed without the ~ _ 562 _ .30-13-76__ futhorlzmLInspector's Hold Fo~1nt on WR-19 Fonn U83 ^8 18 563 10-14-76 M- ID3A . ASME 111 Class 2 k .3 Studs and Nuts, mark-.._Documentat ion ing & Docuanentation & Reiect 564 10-13-7 F hvg. C-239. 3 Vertical rebar located outside of E"7 '* 7 * * ' ' " Use As Is horizontal rebar rather than inside. A ux. Elldg. 11 7 6 B. T. Check 565 10-15-76 Dwg. C-274. As= built conditions do not conform to sect. E of dwg. Aux. 131Hg. 6lFUR @ 5. 3 &~778 566 10-15-7(>~~ _L_wvg s. C-214, 202_, & C-27 6. 10-#5 rebar omitted at - El._634'6" and 1-#5 rebar omitted at El. 534'6" Aux. 567 10-15-76 Dwgs.ttedFA,
~6ma C-210 uC-21'J
- x. Bldg._C-EIEV. & C-282. Rebar 14 0,~568'0" 568 10-15 Dwg s C-213, C- 140, C-282, C-284. R cFa r omitted.
Kux- BIBf614'D" GTilk,- K IInc walls. 569 10-15-76 _Dwgs C-213, C- 140, C-282,_C-284. R eba r omitted, Aux 13ldg, Elev. 614'0". 5.6 line, wall 32. 570 10-19-76 _I)wg _C-h29,__ Smith _ van _of_ Cont._2_fcadwater_ chamber __ Use as is _.hao 5" to_5J/h"- cloaccover. 11-19-75 D. L. Osborn 571 10-19-76 lbvg. _C-658 & 415.__T_ype 48 cmbed notched by mist.ak J P,cwork
._a ufLE:2_nm b c_d a_n o tsh e_d_t oo_sl e_c p .
572 .. 10-19-76 _C_-208.._Einenes s__of Elya sh too l .S ific surface varied from average . . ). ow. _ pecmore than 15F_ ,) _ g ._ -._ 4_ . . . .._:._
-_4 .
J LOG OF NONCONFORMANCE REPORTS 1 n - r ". PROJECT NAME landI & 2 JOB NO. PAGE 2 3 4 5 7 NCR NO. DATE DATE NCR NONCONFORM ANCE DESCRIPTION / HEMARKS DISPO. CLOSED
~7 7 3 CLOSED BY lu- l 'l- / b LN DE 1)rocedu re i>T-SR-l. 2._limtid psnetract Use as is. Telex. 10-2 '-76 A. L. Boulden Ce rE.- R ecords a re not up to R ev. I requirements 11 7 6 A. L. 11oulden 574 10-20-76 MTIO6AC. Ifanger rod delivered to jobsite not il 3r_eaded. No G-321-D for Shop Order G-ME-242. Use as is.
575 10-20-76 Eipe s col _sp 106722-601 A-276 dgliver_qd M - 1044 to tlie j$lisite Wiblioi2t GT321-D and Quality Verif. ~Doc ,Documentati on 574 10-22-76 C-208. Concrete U ser Tests #3T i #32, ice not t 577 -~1T 2276-g ested. 1 C-231. Unit #2 Exte rior Wall, R ebar_olnitted. Use an is 11-19-76 D. L. Osborn 578 10-26-76 C-2 I I,_St ru ctu ral_Jac_ls.fillmlate rJal not_teste_d_on _ dei _tve ry dhte. 579 10-26-76 M-204. Spray Ileader pipegpools 2GCll-001-S613-1-~ R ework IG 2GCB-UD8:5613- IEme in coiitactTith shesUiing. 3 F. Mahala Use as is 580 10-28-76 ._.c-231 curing _(temperature h_oura_qrtPour_A 61h)h--a_on_10:22 _ dropped 7.6 _below_5n9__ror_a 581 10-29-76 c- 231.___curine_. temperature _ dropped _bslow 50 _ror an _ _indetennimate_nmount_of_ time _on Four_A(611t)h_3 582 10-29-76 _C-231.___ Curing _ temperature _ dropped _.below_50 _for_an Indeterminate _ amount _without of__ timerequired _on_four_A .629.5)b'- 583 10-29-76 T-Zl. Cable received (test results _
~~~5 84 -~Tl!ZT76- C-231. Curing temperature for grout fell below No noncon 8- 7 6 B TTI.eck manufacturer's recommendation fo rmanc e 585 II-2-76 M-51. Gouge in nozzles # 3 & # 4,_2_E-73 B 586 11-4-76 M-204. A rc strikes on 2-GC B-006-7 R B_ Spray _Eiping_
587 11-4-76 G- 233 A mW.ci di ng_a tuLducu nlent a t i on,_E _i_M33__en1b ed s_ 588 11-4-76 M - 12 5C Broken Rework 17 6,13flCB-GT 2MO 1310NRLhandle to the manual _ ope ratom_ item , 589 11-4-76 C - ?.31._Cu ring _1.cmpe ratu re_of_a tou t._lLux__Illdg,lley._ No noncon-584'0".__C, D. L F lines 11 7 6 B. T. Check forn ance 590 11-8-76 .G-208. cylinder se ex c e ede ~10 jn t 0eyar va i~d ls s. b e t w e e n_CC (683.~25 a )tq ,taken 591 ~~II 7 6- C-230. Slump and temperature EcsIs excecilEii 35 _ yard interval. CCT5D2731i' 3
. g _. _ _ ___ _ .. ..- -_...._ _ ,
_ .g . -- - -- --- . . , _ _ - - - - - - - -
3 LOG OF NONCONFORMANCE REPORTS 5 PROJECT NAME Midland I f, 2 jgg gg, ' 7220 ' PAGE 2 3 4 5 NCR NO. DATE DATE NCR NONCONFORMANCE DESCRIPTIDN / REMARKS DISPO. CLOSED 592 Il-?-76 C - 210. J.r_ content for Po'u r_CJ6tLja too high. CLOSED BY 593 11976 T!3 8~.
~
G-321- D and accompaning, documentation not
' traceable to each other or the shear studs. Doc.
594 11 7 6 195. Over 105, of the rebar were cut UMO. __.Dwg,_G wkn dri lling ancho r liolt lii)le_s _at the CCW pump pad _s 595 11-10-76 Dwg. 617 Sh. 8. Cover pass of Fw idCl exceeded specified tolerance. Weld varied l~lh' to l~Vd' 596 11-10-76 _M- LQ66.,__._D_etails of bolt and nut materials sizes and clamy bolt hole sizes are not provideWF/Iiiiiiers 597 11 - I l - 76 M - 120. 10" IIllD-GT-ZMO-I76D-R VE valve radio- _ _g raphs torn, hnt, holes worn th rougle. 598 ___ 11 7 6 M610 sht. 7. FW # 10. 10" FCl3 Class pipe weldeid_ Villh incorrect elect r6ile 599 11-12-76 _ C -211.. A ux_111dg_Elera t o r_s h af t_ouloLdim en s ion a_ p e r _Dwn 7 220-C-202 R ev. _6. 600 Il-12-76 M _92. IIole for mountingbolt drilled and reamed off from~psrpe'iiidiiiiliir. LJiitt #2. - Rework 11-29-76 R . J. Mesey 601 il-12-76 b~e under-cuFil t ransition.M-92. Three Uii bolts #2. failed durinbinstallation,ypear to R ej.ect 602 11-15-76 C-230 Temp. of concrete at placement too liIgh. ---
~
l
-Pour A(646)a 7)ii3 11-16-76 M- 104 A. NDE not performed on welil "D", spool O!!CC-153-S506-2-1. R ework 11-18-76 P. M. Pitts 60F llTlRT,- 4
,1,2gEt weger 4-211CD-21-Ill installed omitting llan Aux. Elldg. El. 580'0" Dwg. C-219. Revision 8 5f dwg. C;219 omits ~4;TB 605 11-16-76 -
bars and 6-#3 caps. Aux. Blaji. EIT584'-@'G' Ri 67i 666 ll!IF76--- Dwg. C-2D2, 24" spacing f or #6 Rebar rather lhan
~12"Talled out by IXvg. Aux. niag. E17624'O" Repair 11-24-76 R. K. Siple 607 ~TI-~22- 76-~ M - 106 A C. 3/Ill' made completely around the flanges and web of tlic~ Item 8 to item 9 joliit. Z!617!6~~1 698 11-22-76 G-38. G-321-D not included in documentation for
$ items _-on_Ingal1.s_ Steel _ Packing List V2182. Doc.
609 11-24-76 Ewg._-_.C-279. Dyc .__callesLCor..i n s tallat t on _p t _6_J UCIN* M E P oote 610 5 #11 Bars were inst.nlled. Aux. 11Mg. El 6}4 '- >" .,
~
Ise As Is 11-29-76 ~-h 3 A. F-li>574 Rail Clam ciiiileiiE does not~ meet- ASTM ~ps,--~3 ~hosnhou p A D6. rus (:
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* ( -.~.- .~.- - ,.,,.- - -- - - ~. NONCONFORMAl'CE REPORT_ __.
(CONT'D)' '
' . . m c._2_.ne _2
._,,:u _ _._..._-_ -i t.--
aca u a._485 .._ _ Condition'.1 Releace:
~ to NC3 585 BL0d'f ~#16 COlliIiTIATIO!I:
Ch'nce Block 16 to indicate that the apparent diccropancies is on the 'Inba Hoa t Exchancer Hozcles, (16") and not the connecting pipo spoolo. Alco note that tha discrepanc.i'a is 'not in " . eld Heat
, Zone" for the N pl & 9 Project, Engt.ncering in to disposition the weld repair procedura. Yuon Corp. was contacted by j tha I.nn Arbor Office and Zuba to concur with the veld repair subraitted by Scahtcl.
The 1"'Ic1d requcst. that the Conditional holease be accepted by QC to allow t be ccnnecting spools to be incialled and uelded. The repair crea is ret.rievable of ter the pipe spools are inotalled. Concurrence
~ ~ ~ , ,.
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. _ . . - . . _ _ _ _ _ . . P.P.E. (cicnatura)
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G .na Jo Ati t , . 3c, p g Leg NONCONFORMANCE REPORT
. Pe4ect Name Job No.
g~, i f liidland Unito 1 and 2 7220 19. No.586 28-Page I of
'245 ' p A
- 2. Unitfs) 3. Deswing/Part No. Hrv 2 M;613 oh 1
- 4. Item Description Nuclear ClaSU 2 5.
Item LocationContainment 5 3/F2 7ipe spool 2-GCB-006-S613-7
- 6. P.O. De Spee No. 7. 8. Replacement Part Dome Unit 2 S*eial No. pipi p
,,, 9. Sovece 10. Contsactoe/Supptece 7220-m15~A ' Trfl3810lj "'" E/.i arv n o. Cons truction M.V. Kellogg Co.
- 15. Irheiori Criteria Yowo dsr c Downra
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- 14. Discovered During 15. Equip Fuenished By O *v"r's ' ' ' "O"n o Oarc = 0const O vrsi Ocuen Guo Orto is. Nonconto, ming a ,dition: The following defecto were noted during inspection in the last 24 D'iposat'oa concune ce 21 h" of 23" pipe spool 2-CCD-006-7 "'" ""
a) Three areas approx.imately 13" in length each of arc otriksa.
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I I b) One hole approximately 3/6ls" in diameter and .01465" in depth located 21 i" from "" ' ' ' ' " ' ' """" ^* the nozzle end, Ref. opecification 7220-M-20ls Rev.14 Sect 5.2. ' ' ' ' ' " '"" "^
"Q" fiumber 14 1 314 "" ' ' ' ' ' """ '"""'"" "^
Q.C. Hold Tags Applied I .
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/ Date 25. Despos t6on Hesults
- 28. Routing g to resto encenEEnInG Q 70o r[ (srEC tr V )
- 22. Q Fieltf Engineering Dispnsition MrstLo runencariens nt&uur.noco,oesepssroon 'vo enoJrcv runese snsuo Repair surface defects in accordance with Project Specification 7220-M-204, Paragraph 5.2.1 and ASME Code, Paragraph flB-2500 and 2539.6. Repair procedyre and weld map a t tached. .{ g ,sts.yd- - - /A,-;7%
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- 23. Project Engine ***ng D6sposition
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- 26. OC Acceptance .
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, Repair Procedure for Elimination ,
So . of Surface Defects ! M 'd On Austenitic Stainless Steel Pinine Materials i c3 eU T i (3 In accordance with Project Specification 7220-M-204, Paragraph 5.2.1 and I ASME Code Paragraph NB-2500 and 2539.6, the following velding repair pro-cedure is defined: ; k I. Location: See attached sketch Size: See attached sketch 8
- 11. Defect Removal: '
A. Grind out cavity (use wheel suitable for stainless)
- 3. Blend uniformly into surrounding surf ace I
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C. Af ter defect elimination, the area shall be examined using PT-SR-1,2 Rev. 0 in accordance with Paragraph NB-2546. to assure the defect has been removed or reduced to an acceptable size. Base metal directly adjacent to cavity (within one inch) vill be included in this exami- I nation. ' III. Repair by Welding: , If defect prepared cavity reduces the thickness of the section below the I minimum required to satisfy NB-3000, the defect shall be repaired as follows:
- A. Welders qualified in accordance with ASME Section IX for process I and thickness of repair veldment.
B. Utilize velding procedure PS-A Rev. O for repair with E308L filler material or as an alternate PS-T-Ag with ER309 filler material. C. After repair, the surface shall be blended uniformly into the surro,unding surface.
.d D. The repaired area vill be examined ss follows:
- 1. PT-SR-1,2 Rev. O in accordance with Paragraph NB-2546 -
- 2. RT-XG-2 Rev.1 in accordance with paragraph NE-5110 and to the acceptance standards of NS-5320. The penetrameter and i acceptance standards for radiographic examination of repair velds shall be based on the section thickness at the repair area.
- 3. Base metal directly adjacent to the repair (within one inch)
[ vill be included in this examination. O y
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I l )A ' E. The following information shall be described in the Certified Material * ' ( Test Report: ' t e ge 1. Chart showing location and si::e of the prepared cavity. s i i d gN g 2. The welding material designation I O , Z 3. The velding procedure 4 lient treatment, if required
- 5. The examination results, including the radiographic film ,
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2 NONCONFORMANCE REPORT
- 1. Proicet N.-. Joi No.
20.
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.___ Midland .__722_0 "*" '
- 2. Unit (s) 3. Drawing /Part No, new 4. ~ 1 tem Description _
- 5. Item Location 6.
Unita_1_tdL__ P.o. or Spec No. _3ae niocit16 tip9_.Resiraint_Emb t D outside_qc_IIoldJL o_ T. Serial No. 8. Heplacement Part
- 9. Senace
,,, 10. Conteactor/ Supplier 7220..F- J 3637 'Pvre " M " " " -
S f!is s 1.s nippi_Yalley_S hntet uraLReel
- 11. Inspectices Criteria . No. 11-LOO-277 '2 asuE A u r no .upplier snc,CH rEo t 2. Ay,ACHEo i4. D,sco e.co Du.ing I ss. rquip Furnish.o sy OpwG D sPE C DOTHER aa M ach 1 '
O v En D" ! 16. Nonconforming Condition: N o. - O 'v"E s'" ~O"n o" ORrC:o OConst O rEsI[Oct Ear dea = Or'o
- 24. Desposition Concurrence 1,___Bechtel_ approved Itissi_ssipp_i Vallev Structural Steel Dratring_ d NMUSE As Is R E WO R et REJEC, R E P Al ff F_7220-C233A-13637-MY-2-2 recitirs.s_ fit 11_ penetration welds with SL8" fillets between 31_D.oc_. - :
x(/ ) the_ pedea tala_ and_1he_ bas tplate_on_tJac_AR~lt_A2A_embea a ,____ Cont rary_ to_.1h;_above ,._k_xh 2[Jidn ,c#/IY/A PROJEC T FIE LD ENG8 E FT DATE
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the_pedestaLwelds_on_four_.AP and_ontAP,A_ embeds _havc_the_ fit 11._pnndration welds,__ _ _ ft OJ P 7-E N G 0 N E E DAT but_lach._the_5/3"_fillcla - _ 'MeuMFB __ / -
- 2. Cracked weld on embed A1C between pede it als as shown in Attachment A. PM/ ECr CoNsTR QC FN, EER DATE
/AUTHORIZED INsFECTOR t' ATE r'on ' t pc , 2 1 / D . 7de ]A rW '
l $ ~"I ~ { v . wgf [. Houting [ p o reFLD ENGINEERfHG h T O,6 lbis{sPrCtrvl '
- 22. QFiefd Feigineering Desposition Or'E'o Eac'aEE a'aa aE Coa =EnoE o o'sros"'oa io ra.' E C r E ao'HE Ea'as .aLnahv n S/N_7220- 2M
- 1. The A2 E A2A embeds are to be rejected and returned to !!VSS.
mS 2, The " cracked weld" on embed AlC is actually an irregularity which occured 7'2. l[d , #_ during_theatr_tial_ removal _of_a_run off tab._ 'Djis_ weld _is_noLmquired_by /
, _._6
_ design drawings and the irregularity is not a nonconforTning item.
- 3. 'Ihe vendor has been reqttested to fumish the required mill test reports and
- 23. Project Engmeeeing Distmsition
- 26. OC Acceptance QC ENGIN EEft DATE
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NONCONFORMANCE REPORT (COhT'D) . . ,22_E2_o,_D ... acu no. 587 R1nck 16 continued __3 __ specification A 23,_Rev__5,_ rara _3.h_. states _in_part: "Rncinaarinc and_qviality._arnet f'ication_ documents-shalL-_ be submit _ tad to Bechtel in accordug e with_thuroy_icion_of Eorm_G-321 D." contrary __to_the_nbove, tha material as indicated by the $dantf rication marks listed inJ1ock_RQ__(Trac.cnbilityl of_the_G-321-n in nnt 1 traepable tolig_5 ocannantation_(mill _ t;.est reports,_ magnetic._ particle inspection _ report _and iilt*anonin insp<tc. tion _repor.t h quirerl._by_the G-121-D. ._ f ()htitYd-
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- 1. hoject Name Job No.
19 20 W pgg No. Page.1_of
- 2. Unitis) 3. Drawing /Part No. Ik'e 4. Item Description 5. Item Location Uni _t_2 Grce_Elgek_16
- 6. -AO4?e Spec No. 7. Serial No. 8. Reptacement Part 10" cate_
_9. valve _18HcB-3T-23n111or-nn qc..IIold_1zhse_J1
, g ,, Source 10. Contractor / Suppl.es 7220-It-125c_._
- 11. Inspection Ceite'i' scellockl6_ " arv "-
Chipment Anchor / Darling._INyarl._CA-sa No. R-1.00-379_ Rey l'" ^= = auinon r E n ... s,E,CN A,rACNEo i4. o,sco.e,co oo,ing r is.Equie oenished uy _._ _ O ne'e_ Q srec OoTura No. _ Z23-9_.l_Q(__ _ dv7s*
- ENo @" } Oarc a Ocoas? O TEse OCoiENT Geaa Or'o
- 16. Nonconforming Condelion:
p 24 Disposition Concurrence i .? n E wo n es nEsEC r nEPAen usE As es boxgdmated_or secured to_ ski.ds_and_ protected against_ damage during_shipmenta O - stor;tge and handling." Co5trary_to _the_gboym_one_18." cate_valyc_(18HCD-GT- " ' PRO 8ECT rf ELD ENGINEER O%c/7( DATE ___ 251319.b:N _97L5201-05-1-3, J tmlL6_)Jtas_delinr.;d _t o_the_ j oba i.t e_ wit' ,_the PH9A INGIN EE H , # DATE handle _to_theananual_ operator _ broken _orra__Get;_dtawing_ attached - (Attachment _A)a___'
"O" numbr r i n inant.nrmin tte. Unla nnnainrT f'I nn 1 elispnnif. inn _ l wt tMbf_ _ //'l7 d, EN EER D ,E
/ hn1 <1 I ten (s) applied. (cont. on page 2 0F 3)
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, 2s. oisposii.on nesotts
- 21. flouting W o r:Eto ENGsNEEnaNG Q{T o et t res IsrEC er vi /
- 22. Drield Engineceing Disposition Or'<'o e ass a r e a'as a r co"" r a ot o o' Sco5"'o" i n "ao c ' E aa'"E r a'a o Material supervisor to notify Anchor / Darling and obtain rnanual_ operator _Onnd crank) replacement parts for rework at the johcite. (Ref. 03ED #107)
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- 23. Project Engineering Disposition UM OuAN I t - 17 '! G~
- 26. OC Acceptance QC ENGSNEEft DATE AUTHORIZED INSPECTOR onTE 3 -
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' NONCONFORMANCE REPORT J
- 1. Project flame .
Job fb. _jiidland Nucicar Pcteer PJant 39. 28-7220 No. 590 Page 1 of 1
- 2. Unitfi) - 3. De s wia9/Part No. new 2 4 Item Devription S. Item 8 scateon N/A N/A Testing Frequency ~
- 6. P.O. Or Spee No. 7 Serial No. 8. neplacement Past Containment #2
- 9. Source 10. Contractor / Suppl.er C-208, Rev. 7 N/A P/N ,$[1 ngy II. Inspection Cnteria N O.
Subcontractor U. S. Testing. en N/A .. AsuE Aus nonin E n .3 snt,cu ,TTAEnro 3 4. D,woor,,d oo,,ng Oowo DisPEc DorNEa an -No.
- -C Q08 Rev. 7 '""
C ' is. c,,.o rvenished er is. Nonconro, min 9 condition: g O 'v"E s "[o"" E" DaEc E d N sT O TEsv OcuM.TM."'N 24 D.sposition concurrence REWoRM REJECT R E P AIR Icast six specimens shall be taken, with intervals between each set not exceedin6 100 UsE AS BS cubic yards of concrete batched for each mix design." Contrary to this concretc placed 10/20/76 (CC(683.25)a') was sampled at Ticket #11000 (232 yards) and Ticket "" ' ' ' ' ~ ' '" ' " " " _. PHOJECT ENGsME ER
.#11014 (336 yards) at an interval of 104 cubic yards,__thereby_ exceeding _the 100 cubic oATE
_. yard interval. One hold tag applied. Q-List is 6.101. "" ' ' ' ' ' """ "*""" ^" AUTHOR 02E D $NsPECTOR DATE A n 17 neported By Date p8 afid d Date 25. Desposesion nesults N ^' 4 6
- 21. nouring D to r:E to EnceraEE neH d 7*/( Q /bh (b Q To ovesEns IsrEcirTi
- 22. Drield rngineering Disposition k)rsEs.o EHosNErneNo ne comutNoEu osseosersoH vo rnoJacv ENoorattneNG Use as is. -
/ n L n/nly_
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Project Engineering Disposition f l 2G. OC Acceptance QC ENGtHEER (* A TE s , AUTHORIZED ofesPECTOM E
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.] & c NONCONFORMANCE REPORT I. Project Name
.[ , _- -
Joes No. Hidland ',, 19. j 20.
- 2. Unit (s) ' 7220 - "*- "*"~'
- 3. DeaWing/Part No. Flev 4 Itern Description 5. Item Location 2 N/A Cont. $2 N/A Test Frequency '
- 6. P.O. Or Spec No 7 Serial No. 8. fleptacerrient Past I 9. Sno,ce Elev 602.3'
,,,, 10. Contractor / Supplier C-230, Rev. 7 !!/A r'N II/A '=Ev N/A N/A .
; 18. Inspection Ceitoria , , , .. _ C-1.30-16 N o, n r.
. l Subcontractor U. S. Testing asME auenORerEO es sREvCe,arr CnED 14. Descoveeed Dueing 15. Equip ruenished ay OOwG TJFsPEC DorNER NO. .C-2LP,cv. 7 g '",5 ,"* c " "g",5, " OvEa B" I G. Nonconforming Condition: OnEC:G t2cONsr O vEsv OCuENr OrNG Or'O Spec. C-230, Rev. 7 Para. 9.1.3 requires slump and temp. testa to # "" " " " ' "*""*"
be perforlacd every 35 c.y. produced. On 11/1/ 76, Pour flo. CC(602.3)a', tests were H E W O R et REJECT
~
REPAtR USE AS GS run on Ticket lio. 11238 (264.c.y.) but not run again until Ticket No. 11243 (304 c.y.) exceeding the 35 c.y. requirement by 5 c.y. 1 Nold tag applied. Q-List No. 6.101. "" ' ' ' ' " ' ' "" '"" _ PnOJE CT ENGeNE ER OatE PROJECT CONST f? QC E NGINEE F' DaTC AUT HOR 0 2E G INSPEC TOR OATE 17 flepoeted By Date 1 Ve16 stat fn Date 25. Desposition nesults
! h h awe- #
b b / / /bh/ [[
- 21. How'teng @ TO rIE LO ENGINE E FIf teG Q T O O S HE ff S l5PE C 07"Yl
- 22. Oriefd Engineesing Dispnsition br5E LO E NGINE E RING R ECOh4ME.NUE O D4 5PCase iIOP4 T O PROJEC F E NG0NE EH8NG j Use as is. ,
a . .
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- 23. Progect Engineeeing Disposition .,
- 26. OC Acceptance oC ENGeNEE R DATC AU THORIZEO DNSPE C TOR DAIE 4
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- NONCONFORMANCE REPORT
- i. P oi.et Name . Job No. I g. 20-Hidland
~
l 7220 592 Page_1..nf 1 No.
?
- 2. Unittsj 3. Drawingtra,t No. ne, 4 stem D,.c iption 1 Comon N/A - N/A Concrete Air Content
- s. it.nin. cation cont. .'ic. .
- 6. P.O. Or Spec No. 7. S* rial No. 8. Repeacement Part F. lev. 619.5'
' ,,, 9. Source 10. Contractor / Suppl.er C-230, Rev. 7 N/A ria.N/A RE, N/A w o. _N/A Subcontractor Champion, luc.
- 11. Inspection Criteria ,,no _U-1.JU-1/ t r. ASME AUTHORIZ ED g 3, gyETCH ATTACHED
' 34. Descoveted During I$. Equip fdrnisi.ed By Dowa 8 sra.e DoTaER ao. F2M hv- I "
Ova 6 is. uenconio,me,,e Co dition: O'v Es"'* ~ "O"a'o &E c:c Ocoas? O rts? OCoitaT Ocao Or'o
. spec. C-230 Rev. 7, Para. 9.1.5 requires that air content be '*- "**"C""*""*"
,- maintained between 3-6I. Da 11/2/76, Pour No. C(619.5)a, an air test was run on "*" "" "c' " ' ' ^ ' " "' * ^ #
1 e
, delivery ticket No. 11269. Contrary to requiremento, resulting test was 6.4%. Field
- r. cylinders were cast from end of 11ue sample. 1 lloid tag applied. Q--Lis t No. 1.101. '" 'Ec'""*"a'"*"" E" PROJECT E NGINEE R DATE
(.
.p PRossci consvei oc EncenEER oAyE AUTHOR 32ED SMSPECTOR / DATE
- 17. Reported Dr Date 18. Vatidated By Date 25. Disposition Results hw%~h 9 '
f./. r - f f. .] /f- N
- f& '
- 21. Routing Q TO FIELD ENGINEkRfMG Q TO O T HERS [5PEC'FV) f 22. Orield Engineering Disposition 0 " = 'a e a a' a = = "'a a "< co """" or o <a seos"'o" ' o 'a o'c c v = "a'a = = a a I -
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- 23. Proinct Engineceing Disposition A
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, 26. OC Acceptar.co OC ENGINEE R DATE
] , AUTHoRezEn eNSPECTOR O
* $f NONCONFORMANCE REPORT
- 1. Project Name Jots No.
- 19. 20 I g 4 No. . Page _ 1 of I
- 2. Unitis) 3. Drawing /Part No. Hee 4. Item Deweept.on 5. Item Locat.on II A flM flM I:2 R Ghear Studs Whsd_qQ._l{old_/L.en___
G. P.O. Or Spac No. 7. Serial No. 8 Replacement Part ,,, 9. Source l'?. Contractor / Supplier 7220-c-38 M/A ' ' " llA a*v "- surplie" OmarJk_Industrins k - ES(J,Fa tt_ening_ System _Dir. f l. Inspection Criteria en O. P-1.00-191 P 'r 1 '2- ^5"E ^""'""'25
'$- sat'ca ayyAcNEo 14. Descovered During 15. Equip Furnished By Dowc OsrEc OO v H Ere NO. 7PPO-C-78 "' '
O'vEs"' "O"N O O r ts 0"
- 16. Nanconforming Condition: Datc c OcOMsr O nst OcufNr Or'*c Dei.o 24 Dnposition Concurrence Gracifiscation_3220-C-38 J rendir_A.J a n_.3.0_statan_in_part: "The nEwOnn qEsEcv nErmen issE as es hltez.lGubrontzac. tor __shall_ furnish _Ao.tumentation_in accon1.nte._with_the_spicification_ 3 _ ms. . .
u_summarirstanLdireciaLbv G-121._D." "The_ completed _G-321_n for:a_is_then_used_for_a_ Tl t ad /Agf,26__ PnOJECT F BE D ENG LEn / - cote r_nb2cLas_dirnntnCon_.the_back._otthe_ form. " Contrary _to_t'ne_nborr _the_G-321-D e y-__n No.N E E.. , oA, __ 2n.Lans omp an i nc_F ocumen t a t. ion _.are_no t_trec -abl2_to_e ach_o th er_o r_.t h e_s he ar_s tt via . ' 3
' bid pendinrr final dispo; tion. "O" nmnber in indeterninate. 2- hnl d t nt- f t )
' /"""p f d""p[__" -/~/_' " /
AU T NOMI ZED INsPEC T On DATE rinnlied.
- 17. eprwted B gy Date Date ud 6YAIhr &
/ 25. Dnpnsetion 57mits H- J'- 7&r c///validas d'By/m W // 9- 7G 2f. Anutsng QT B E LD ENGINEE nBN G @\fr e S $P y '
- 22. D FicId Engineming Disposition OF 9E LD E NGINE EneNG nEcOMME NDE D D8SPOSITION T O PROJE C T ENGtNf.8.ntNG et/ 9 / */ Gs f{ / )_t, U 7s (r
- 23. Project Engineering Dispositiors 26 OC Acceptance Oc ENceNEEn oATE AUTHOnIZED ONSPECron DA1E
. \
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NONCONFORMANCE HEPORT
. y
- v. Propet Name Job No. 19.
l 20. __ Jid_ land Uniis_L& 2 7220 "*-
- 3. nee 1 "* L
1 un.tw Des *iastr-e No. 4 ste,.e Descriptio. 5. i e. tocat.'" 6 & 7.4 Common C-195 (Q) 4 CCJ Pump Foundation Aux. Bldg. 'C Line at
- 6. P.O. Or Spac No. 7. Seeial No. 8. neptecernent Part
,,, 9. Source 10. Contractor / Suppl ee 11/A li/A Pen _JI/A=Ev n o. Construction 11/A II. inspervion Ceitoria , ,, no, . e r. asuE auenonezEn e s. snE,cre arracoco 14. D.scovered During 15. Equip Furmshed ny BusPEC19oM R E Q'o Qowo Userc Downca no. HIA O vEs Guo ygg O"
- 16. Nanconforming Conditeon:
.DaEc:coconsr O v Es> Oci. Ent den = orto
___flote number _nixl61, on drawinn C-184 (Q) Rev. 2, states that "libere drilled anchor il 24. Desposition Concurrence bolts are used for equipment foundations, 10% of the number of reinforcing bars in -MEWoMM M E RE C T RE P A0R usE As es an active section in any direction may be cut d.fl.0." Contrary to this, when drilling
"" ' ' ' ' " ' ' '" ' " " " ^*
for anchor bolt holes at the Cui pumgads, shotm on drawing C-195 (Q) - 4, this ! PROJECT EnGenEER DATE limitation was exceeded. The number of _ bars allowed to be cut per r.ote 6 on ; drawing C-184 is: a) One #5 bar and 5 #11 bars in the ti/S direction. I
" " '" " ^
b) One #5 bar and 3 #11 bars in the E/W direction. (con't page2?
- 17. _Repor d p Data 8. alidat .By Date 25. Desposition nesults O ,h Y- l0 /h f- 76
- 11. nauting ' '
E] t o r e t e.o En ce n E E non G Q \To o FnE R, $sPECeF Y)
- 22. Drield Eng neeting i Disposition (3nEs.o a noenEEnsna pEcomuEnoto oestpsesson io enosEcr Ensene Eneus Project Engineering to evaluate., _
J.drW p I fur & G{.u
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- 23. Proicct Engineering Deepasstion 1
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- 26. OC Acceptance oC EnGenEER oATE auTuone rE n onsrEc won
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( carg __9 20 I I.#4'// orre Q oasicN sv- cHecxso av swaET No. " ' ~ n enosecT ANCWD /Y L 73 W see no. suescer . I b 8/d N D ' O * # 4/d7' # c4 # u T N o
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g. NONCONFORMANCE REPORT
- 1. Protect Name Job No.
19 20 Mialnna .m 7220 No. 595 py,1,1
- 2. Unitts) 3. Dea *ias/Ps.,. m Rev 4 Item Dese,iption 5. '
? Itene Locassoa Aux. #2 595 G. P.O. Or Spec No. M61J=*_
- 7. . rial No.sh. 11
- 8. Replacement h F/9 Part Finld_ Weld Ih_C1
- 9. Sou,ce 11' E of 6.9 3' N of C
,g, 10. Contesetor/ Supplier U/A N/A '#" -H/A REv H/JL NO. _H/A -- CannimctInn
- 13. Inspection Criteria ,, , , _ g e2. ASME AUT NORIF E D I 3.
_U/A SMETCH A TTACMED 14. Oncovered During 15. Eersip Furneshed By Dowa DIS *EC
- 16. Nonconroeming Condateon:
DoTMrR NO. _ A fE ,""O"~ O S ' OTEa 0" OREC:o OCON57 O TEs1 OCo.ENT GEMa Or'o a I 24 Desposetoon Concurrence Spe_cification G 27,_ procedure GGLM migraph_$.j_(b) sta_tes t 3 8
.l... the_ cover _pasg_ pay _bg_weldgd_as_n_a_initle weave bead _ provided the pipe wall thick-REWORM REJECT REPA8R USE A5 et nean does.not_exceetl_a_ nominal _l-inclLand_the tie _in to base material on each side of the weld doen_not exg_ced_ a nominal 1/16 inch." '" " ' ' " ' ' "" '""
- PROJE C T ENGINE E R DATE Oontrary_to_the_aho.y.e,_durjing_ffnal visual inspection of field i weld ihm (ino.1612_.ph. 8). It was noted that the cover naco of the_xcld_.y.gutled_frol:L._ PROJECT CONS TR OC ENGdNE E R DATE AU THOn42ED SM5PECTOR DATE 1 1/8" o.to ied 1 ny 1/8".
Thin .ioint confiratration should not hav 11ad a cover pass imeater
- o.ie i as yf D.ie 25. Dnposetson Results {
ii. ny It % G dd. /1ltel1(, #
- 28. Routing GIG ~t g O reEto ENGeMEE RsNo -
s MEJ - >
//~/[]' h O TO'o THE RS ISPEC0rvi
- 22. Ofictd Engineering Disposition (Ar8E LD ENGINEERING RECOMME NDE D UtSP,050 7 00N TO PFtOJE C T E NGINE ERONG field reconrnends "Use As Is" since the integrity and mechanical properties of the weld ~ ~
is are- not a f fec ted. flondestructive examination shall be in accordance with Form 84 - mechanical in spec. 7220-G-27Q, Re,v. 3. Field welding engineers and construction superintendents shall be instructed on the requirements of para. 5.5(b) of General Welding Standard GWS-FM in spec. 7220-G-27Q, '
- n. P,oiect En# nee ing Desposaieoa Rev. 3 to prevent recurrence. g. q, g si- n - g Y C)$C rs Le.- ll ~ / / - ][
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- 26. OC Acceptance QC ENGINEER DATE AUT HOR 0 ZE D INSPECTOR DA O,- . .. . _ .. . . _
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F k NONCONFORMANCE REPORT
;' "IC ~' 1. Project Name Job No.
13- 20. 14u1,. 4 Unitt 1 & 7 "*' 596 "*" I ' 6 2 Unit (s) 3. Drawing /Paet No. '7220 ' [ . Rev 4 Item Description
, p{g pg 5. Item Location g gg g
'!' 9 GI-613_nh 1 0 1 Pipa C1mmu Amsemblien l'ce <
_G. P.O. Or Spec No. 7., See6al No. 8. lacement Part 9. Source R,ep/4 ,,, % plier 10. Contractor / Supplier J/4 se .-Ma efN J .Ey I -
- 11. Inspection Criteria N o, p, ,7g,y ,, ,,, l 1.Yl' Crinnell, karzen, Chio IN No. ESO_.DlOCk 16 u. Asur. AurNonszEn t s. "sMETCH Arv AcNEo 14. Discoveeed During 15. Estuip Furnished By g ' *'
eNsrEcrioN nEo:o Dowa OserC DorNEa N o. a a'= hi ne le in O vEs Ono g"
- 16. Nonconforming Condition: O iEc:cDcoNsr O rest OcciENr OENo Orto E 2 1p0 Cl @ S m @OC1f1N D7 thO f01 h D M C M ell 24.' Dnposition Concurrence Nuser oketches required to complete pipe hanger installations shown on drawing "'" "" "** " " ^ ' "
m 613 ch 1, Rev. O_.
- l " ^ *
nkosch 2-613-1-1 Mov. 1, aketch 2-613-1-22 Env. 1, oketch 2-613-1-23 Reve 2, "" ' ' ' ' " ' ' ""*'"""" "^'" d' sketch 2-613-1-21 Rev. 1 PnoJECT ENGINEER oATE
;sg PROJECT CoNsTR QC ENGINEER oATE b
i; (continued on nort pacs) , auf ponezEn sNsPECToR oATE
- 17. Reported By . /* Date 18. Validated'Dy Date 25. Desposition Results
- 21. Routing b $/ I ll~/Ll'" $' kY k 9_ N /-*U Wm Qvo FRELo ENGSNEERINo O To of NERs (sPECerY)
- l. 22. QField Engineering Disposition QraELo Eno NEEneNo nEcomuEnoEo ossrossTeoM To enoJEcv ENGeNEEneNo
, .e _ _ .
- 23. Project Engineering Dnposition t
r
- 26. OC Acceptance QC ENGONEER oATE j' r AuTNoR0 zen GNsPECT oR
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I . ' NONCONFORMANCE REPORT (CONT'D) i er.caborb . i t. c . . . 5 3 ', , , l'etails of bolt and nut cateritto 01:e0 and clamp bolt hole sizes are not provided in the referencen fra two of the throo f 2stener connections required on each annemblf. Poferences I?2 Grinnell catalog PH-76-(detall fi.7 2957IIIli) i l'.?? Crimmll h::n;;er ctadawa ( _] !:.L or.1 7 7)- Refere sce P3? (7220) SF/ PSP-3 2 Rev.1 Para. 3.1.1.
"'"' IIumb e r h.131 , Open Affected C.t?IR's P-2.10-613-1 2-2.20-6Ly-L
, -- t ( 9 f- - l-l . .cl reg._ /\ ,1, ,, cl
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we . . c.,, - o, w ., g ,-, g C.n.rycopy - Fi.H Engin e Ple* Copy - PoAE o.m.~ co.,y - oc l l O O O
7 .&
,, steel pipe clamps .T.%
! \ V . double bolt pipe clamp M flg. 295 SIZE RANGE: % through 24 inch. M MATERIAL: Carbon steel. YN FINISH: ".!ack or galvani2ed; furn;shed black unless
, *g otnerwise spec: lied.
a
' }' SERVICE: Recommended for suspension cf pipe re- p.
l 4 quiring up to 4 inches of insulation and wnere flexibility of the ciamp is desiraD!e -within the limitation of tem- , p(, j ' n -'ture and ' cads shown below. k
; g
, M ie ,
MAXIMUM TEMPERATURE: 750*F. [
'b APPROVALS: Complies with Federal Specification NI l . # WW-H 1710 (Type 3) and Manufacturers Standardiza-Sl7'D/4Bl67~fd tion Society SP-69 (Type ^'
Id g j *f' i f g iO#I O D b/E D INSTALLATION: Attac.; _nt to the clamp may be Y. made with a welded eye rod fig. 278, page ph-44, or g ... A S T Y S <-6 L y ,f,b
- u. ? Pt. A < # f ,the welc!ess eye nut fig. 290, page ph-49.
0 FEATURES:
7 ggy'
- Load bolt and attachment will extend outside of 4 i 4
I { T ),I--._ hy inch thick pipe covenng.
. Load ratings meet ANSI code requirements and are 5 2
i , /N7~ N substantiated by laboratory test. E f 1) Ik-
- Rounded corners on clamp ends provida greater
.)
.- ., safety for personnel.
, 7
/ ; i .: f y.g ORDERING: Specify pipe size, figure number, name.
n u. .. . AJc7 ' ( A)
- s. .
\, !
s..p,.} [. e y . , m,am ( ( -- = AYN1W g loads e weights e dimensions (inches) max tecom loed. lbe l l for service temo l .gt , pipe ] (appros) eize 650*F 75:FF } lu per 100 5 C D E , F o H i
, ;, % 950 850 70 isf,e j % 2n 2' lie % 3/is x 1 1%
. 1 950 850 76 1'/is % 3 2'/ie % 3/is x 1 1W .
7 i 1% 950 850 81 1% % 3% 2" lie % 8/ie x 1 1 "/. . o,r th 1545 1380 234 1'3/is t ' lie 4h 4% % % x 1% 2% C 2 1545 1380 258 2% 1'/ie 54 Sw % % x 1% 2"/n t.n . g i 2% 1545 1380 272 2=/is 1'/it 6% 5% % % x 1% 2's/, , . 3 1545 1380 304 2% 1 '/is 6"/.e 5'5/ie % % x 1% 3W -
}
4 2500 2220 666 3% 1% 7% Sw % S/to x 2 4W 2500 2230 3 elie I' lie 8% 7 4 e/,e x 2 5
= 5 E99 [
6 2865 2555 1145 4% 17/ie 9'5/is 8' lie b %x2W 6% C4 . 8 2565 2555 1315 5% 1'lio 10"la 9% % % x 2% 7% 10 3240 2890 1991 6% 1% 12 107, .e 1 W x 2W 8% *" O 12 3240 2890 2225 74 1'/is 13 11'/i. 1 W x 2W 9% m
's 14 4300 3835 3768 9'/te 2 12"lio 1% %x3 10"he e j 14Slie
. s i 16
- 4300 3835 4137 10'/.. 2 155/ . 13" lie 1% %x3 11"/u p ; 18
- 4300 3835 4487 11'/s 2 16Slie 14"lio 1% %x3 12"he
- i .,/ 20 5490 4900 5725 12% 2 17W 155 1% % u3 14 Vj '
24 4500 4015 6590 14 % 2 19W 17e 1% %x3 16 eBased on the allowable stresses shcwn in the ANSI Code for Pressure Piping. , ph 14 /7M/X4S~d~ [ 64)7/ '[ , f, . .. (/ 97d] _.
7 - THREE BOLT PIPE CLAMP - ( ') - * . 'V .
--.- S + K --
. . 7
' - A PtPE SPACER E : a i o -
\ '
i. I h [.$ )
- 3 E x STCCK SIZE-G m ~
'- g O yy
, 9sg g, I
l.D . S 4*L6
, SCUARE HEAD MICHINE BCLT W/ HEX NUT-F H ~--~
y TO,CRDER SPECIFY: ' (J # f Hanger Standard 41 Double Bolt Pipe Clamp, (Material
> Specific ation) , (Nominal Pipe Sire) , (Developed
' I.cngth per Half Clamp) , (E , P ,G,H,K, & S Dimensions),
(Total Weight)**.
*The "B" dimension need not be specified.
The manu-f acturing plant will drill the required hole as close to the curvature of the clamp as possible, allowing a minimum clearance for the nuu. If a definite "B" dimension is required, it must be specified.
' . *2
** Weight of required bolts or studs and nuts must be O
- c
' included in the total weight. m.
- e.
m. Alloy clamps, unless otherwise specified, will be *J furnished with alloy studs made frcm ASTM Spec. $
! A-193-B7 and hex nuts, stud stock with the center third unthreaded, o 6
- a 8
o. OJ . .
'} ITT GRINNELL CORP. DATE . . Augustf , ,19 7,3. . . HANGER STD. 4j.....
. i,( . *
//T SA/.4%/f~tZm j w w ?//f $ /ASE b~ ..
, 01[ # THREE BOLT PIPE CLAMP DESIGN ..
j. p V -- > S 4KM V . - Y f
- ~
e PIPE SPACER 4
' 3 g UL _. J STOCX SIZE-G t
E f q, 8 I' J6 O- U 79 0---
]
% H T l
BCLT O!AM. 8 LENGTH-F ( --~~ g ' t s- - ::>J y ~ I
- - f I8C f l OETERMfNE STOCX SIZE - G 8 BOLT DIA c ym c
.tROM PtPE CLAMP DESIGN CHART- C A s 2 BCLT DIAM.
BCLT LENGTH : $ + 1 F.. TH'KN'S. t 2 BOLT CIA. + .25 i CR O l2
/
BOLT LENGTH S + 2 E. TH'XN'S. + 1 BOLT DI A. + .25' *- WHICH EVER IS LONGER, SPECIFY SCLT LENGTH TO NEXT GREATER I/2" LENGTH d $. MIN. E s h & J XI H 7 + 4 t/2 BCLT OlAM.
- NOTE-FCR STUDS USE t 3
MIN.J 5 BCLT DIAM + 2 2.. TH'XN'S, ( 2 BCLT CIA. + 1/2") [a XI a 0.0. CF ?!PE O X2 1/2 (TT)(XI) ' m i
, x1- S
- o 2 m
{ m DEVELOPED LENGTil PER HALF CLAMP (H + E + A + X2-XI-S } SlZ 2 21 3 3t/2 4- 5 6 8 10 12 14 16 18 20 24 30 36 2.37 2.875 3.5 l 4.04.5 5.563 6.625 8.625 10.75 12.7 5 14 16 la 36 i X2 3.73 4.516 5.5 6283 7.07 20l24l30 S.73710.4 0!3.55 16.8 9 20.0 21.99 25.13'2827
. 31.4d37.7047.12 5634 -
X2-X1 1.356 1.64 2.d 2283 2.57 3.174 3.7 81 4.92 6.136 7.277 i 7.99 9.13 ;0.27 ll.42 13.70 'l7.12 20.54 STANDARD A 8 S OlMENSIONS (th.NES) BOLT OtA. 1/2 5/8 3/4 7/8 I I t/8 i I/4 1 3/8 11/2 1 3/4 2 21/421/2 23/4 3 3 1/4 31/2 33/4 l A 1 11/4 11/2 13/4 2 2t/4 21/2 2 3/4 '3 31/2 4 4 f/2 5 5 t/2 6 6 I/2 7 7t/2 S 1 1 l 1/4 11/2 1 3/4 2 2 t/4 21/2 21/2
; 5
- 3 31/2 4 4 t/4 4 1/2 5 51/4 5I/2 6 S -
'w/
TO ORDER SEE HANGER ST'O.-41 ' ITT GRINNELL CORP. 1 DATE . Auguy,t,, A9,7,3. . . . . HANGER STD. . 41.E, ,,
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n
~ NONCONFORMANCE REPORT #
D
- 1. Project Name -
, Job No.
~ ' 18- 2a
__Jiidland 597 n
- 2. uniito 3.-o-- , tent No. n.,
07220 "*- '"* A
- 4.
1 A2 i,,m o,,,,ip.i*" Iladiographs (Vendor Supplied 5- """'***"*" E__60h6-2-1
- 6. P.o. F -- "E. 7. Serial No. 8. neplacement Part for valve
- 9. Source R 60h6-2-1) ' OA Vnnit
' ~
(film) 5,, 10. Contractor / Supplier 7220-L120 II. Impection Crierria E_6uh6-2 1 "'" 3A "'" SA "" -- IIL Vendor Anchor Ibriing_Yelve_Co. en go, yA s a. AsmE AuTHonerto et surTCH AvvACHEo 14. oesr ,.ed i su ring
,f '" 15. Equip Furnished ny DowG Osere Sor"ER No. IJA g_,"'," *"gNo Oves ONo g 16. Nonconforming Cona.fion: h c:G O C o asT O vEsi DC'iE NT RENG O 'o
, 24 o.spositioa Concurrence
' The_ referenced _10" lIDIEGT-2MO:17.6QJ- YR.yalyse_ radiographs _wsre_rs--
REWORK REJECT REPARR USE AS tB l; _cciYsLd_in_a__ manila _ type envelope _whhh was badly torn. The radiographs vero__ri_pped,
- :.brnt _Itad_ holes worn __t.hroughJy_ rubbing,_and exposed to the elements. Five of the filn PHOJECT r0 ELD ENGINE E R DATE
* .nre_ damaged _in_the_ area _o_f__y.1 swing _ interest making 3 _t1 eir acceptability _ indeterminate.
PHO8ECT E NGINE ER DATE _ Vend or_.n ta tes_tha t_.duplic ate _radiographa_are_no_tavailable. ' _" .q"J[ umber h.176 l 1 hold' tag _ applied to the valve in warshgune - OC Hald_Atca PROJEC T CONS T R QC E NGINE E R DATE Hold for Engineering disposition , AU T HORS 2 ED OH5PECTOR DATE
- n. n port.d av paie ind ni- - oa'. ,- 25. o spos'iioa neouse.
l 2d b). //Mw
- 28. HouV!g ll~ //~lb to reELD ENGONEE RtNG
}YYv i.a e {AC2Lb l lb U Q TO Of E jds (SPECIFVl l 22. Driesa Engin.. ring oisposiiion AF'< 'a 5 "c'" c ' a'"c "" o "" 5 " o ' " "' 5"a 5 " ' "'a""oc'""a'"**"'"a Field Engineering recommends "Uss_As Is". (1) The radiograp_ hic film _pa_c_ka_ge_ for valvo l _E6046-2-1._contains_acceptabic_rmpair radiographs _tha.t_ corer _the_same_ptgas as the four
_ rad i og ra phs_ th a t_h a veJioles _.f.ea rs.._c t edStif._Sec tion _UL_DlL_L_1974 Ed i t io n do e s i .notrequire_that "in-process" radiograph 5_be_retaine.d_ptoV_ided_that_ther_e_is_arLal;c_ep c _ _ I _tablo rarlinoranh tha t represents the final condi. Lion of the mater _ial .
- 23. Protect Engineering Desposition Film identificat lon _
e l - I'
. 26. OC Acceptance e
OC ENGSNE E R DATE _...R..E..N......R _. - -- . - - - - , .-r- e - -- - - ~ I , ,- ' ~ ~ ' - ~ * - '
NONCONFORMANCE REPORT (CONT'D) . . . ass _2__o,_2_ ....ca ..__597 __ BLOC K_22_ con t inued t.__is_as_fnllows: . _.
- a. Damaged Radiograph (2 film) til610F F3904 4-1 10-22 75 Repair Radiograph (2 film) til610(Q)U F3904 4 -1 2-C-76 b ._._Dama'g e d_ Ra d i o g ra ph ( 2__fil m) Hl610V 1-?
E3904 **10-22-75 Repair Radiograph (2 film) fl1610(Q)U F3904 1-2 2-6-76 __ ( 2 ) _Th e_ ra d i o g ra ph _ fJ i m that_h as_a_folith rn u gh_ +.h e _ a rea _o Li n te res t,_i den t i fi ca ti o n_ n umb er_F8051,_ E546 ( Qi,) , 37-38 (lleavy Section)_, dated 4-27-76, is interpretative and acceptable. In addition, there are two other
- radiograp_hs of the same_ area which show that (nere are not any__una_q_qcp_ table defects in the castin_g.
_(3)_Erocurement_notif.ied_ Anchor /Jlarling_ Valve _ Company,_WL11 f amsport,_PJLthat_ radiographs _are_ required _to_bn j protected during shipment to avoid damage (i.e. holes, tears, folds, scratches, etc.). This action was taken to prevent __r_ecurrence. bO __3_od.)W t1-W-76 I
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, NONCONTOnMANCE nErOnT
- f. Project Name Jota No.
19- 20. ___giainna "*- 598 "*'* I
- 2
- 2. 3.
722.0 - Unit (s) Drawing /Part No. ne, 4. Item Description 5. Item Locatson 1
- 6. P.O. Or Spac No.
N610
- 7. Serial No.
sht.__7 8. h/4 Repeacement Part PicidJeld_fl_0 Aux Bldg. Eld 9fh" _
,g, 9. Source 10. Contractov/Suppher
_pg na I!A-II. Inspection Criteria
, ,, n o , .'/" -lIA A///} a r v - _lIl "". A s Enginegring s2 u '"r A u vsettvcw e 3. Ho nA77 c oHA14. Descovered During o zAcuto 15. Equip Fuemshed Dr 0n== R T Pe c O > rara ao. DTfN1 Dav- 1 O v"r's* ~ ~O"~o Ovn B"
- 16. Nonconfneming Cond. tion: Darc c acoasr O vesi Octicar grao Deto 24 Despoution Concusrence In"EB_Clana_ pipe __be_ welded _in_accordance with Bechtel Welding Procedure P8-AT-Ag_
.___Rev. 0 'Dia_.refercr eed_wel a i ntpro c edure_in_ con ' unc_ tion wi th_ Gene _ral We l ding _S tan-
.__11ard_GWS-SH_Ren__0_ppecifinn_ER-108_L__(bar_e rod _)._and EJ03L (covered electrode) be Paonc, e nc.un e o,ic imed_for _ thin _ application._
contrary to the above. Field Weldinit_&gineering discovered that "" " """ " ' " ' ' " ' ' " " " ' AUT HORGIE D INSPECTOR DATE ror yield Weld #10 on drawinc_liOO sht. 7. three electrt> des of 3/32" E3091P-16 had "
- n. ne dn Dais i va - u- - Daio r 2s. Despouiion nesuiis v n /4#,&~ x-n-74 4Y, ( m e d 6-L i/-//- b
- 21. nouting / TO retto trecentr Rarec Q 'vo o Ids thrcer v3
- 22. Driefd Encrineering Dispositiori Ur$ ELD E NG9 HEE R9teG R ECOMME NDE D De SPCsfi f Orf*T O PROJE C T E NG8reE E RING f
_Eleld_ recommends. "11se_As._Is"__since_the__ integrity _and mechanicaLproperties_of_the_wel& are not af fected. All welding filler materials conformed to the requirements of f, Appendix 3 of the BQAM-ASME III, Div.1 and ASME Section III. ASME Sections III and IX do not require requalification of the welding procedure or ! the 23. welders when E 309L-16 electrodes are used in lieu of E 308L-16 electrudes. (contfr ued) l Proi*et Engineeving D sposition
- t i
, 26 OC Acceptance oc encencan oAva AU THOR 92 E D INSPEC TOR DAT (. -
.~
4 NONCONFORMANCE REPORT (CONT *D) . . eme22 _or2_._ ...c.
- Block 16 continued ,
_been_consumeLin_ welding _the_ corer _paand_ check __of_the_electade_yanner_by_ Field _ Welding Engineering nnri _.,_QC_ Welding __ Engineering ohowed that E3081,-16 and E-302I,-16 were mixed in the container. __" Q" Rumber__h.10ft
./f f hold _ tag _ applied -dW5/ 'flM/M '
JIo15d. for_ Engineering _Dioposition i Block 16 continued. - A further check of Welding Filler Metal Control records indicate that th.cc (3) O-listed stainless steel l pipe welds could possibly have been made with the wrong filler material, j They are: Field Weld 4 on Dwg. 7220-M-610 Sht. 5 Field Weld 4 on Dwg. 7220-M-610 Sht. 7 Field Weld 24 on Dwg. 7220-M-610 Sht. 7 _ ,pMIpy/M- //////// *
/ )Lii)b$d Y_--.
s_ ff~lY u' Block 22 continued: Nondestructive examination shall be in accordance with Form 84-Mechanical in Spec. 7220-G-27Q, , Rev._.1 Austenitic stainless steel electrodes E 308L-16 and E 309L-IT) are compa' tIble as paragrap5~~5 4(m) of General
~
Welding Standard GWS-DM pennits either 308L or 309L welding filler material th be used for dissimilar metal welds af.ter_bui.tering _the_fertitic_or_.martensitic material with 309 welding filler material.
' All Field Welding __ Engineers, Rod Room Attendants, and Q.C. Welding Engineers shall be instructed on proper handling _of_ welding _f_ iller _ma.ter_ials_to_ prevent recurrence. _Q t d wo ~
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- NONCONFORMANCE REPORT -
- 1. Project Name Jols No. .- 19. 20.
111dland . _ 7220 . No. Page b ot 2
- 2. Unit (s) 3. Drawing /Part No. . new 4. Item Description 5. Item Location Aux. Bulld.
Common 7220-C-202 6 G. P.O. De Spec No. 7. Serial No. 8. neptacement Part Elevator shaft opening El. 584 Elevator shaf t
,,, 9. So.rce 10. Contractor /Suppher N/A N/A " ' " - N A REv " o- Construction N/A I t, inkp.ction Csitweia e , ,, o II d e a. A se4 E Au rHORIZ E D t i. sur.TCH ATTACHED I4. Discoeered Outing 15. Equip Furneshed Dy
[go-a OsrEC DoTHER CO202 Rev. O " ' " ' ' ' ' "
$' U' "" O*
i
- 16. Nonconforming Condition: '
N o. O'v E s Omd e"*'"'*" OmiOmm h De Thc attached sketch shows the El. 584'0" elevator shaft as-built #d- Conconence condition which does not conform to the dimensions Called out on drawing 7220- " * " ' ' " " ^ ' " " ' ' ' ' ' ' C-202 Revision 6. 1 Iloid Tag Applied. Q-List No. 1.00. Ilold for Engineering Disposition. "" ' ' ' ' " ' ' ' " ' " * ' " * " " "^ PROJ E t.F ENG0N E E R DATE PMOJE CT CONS T R 1C Er4G8HE E R DATE AU THORS 2 E D INSPE CTO R DATE i i. ne ,te., o, - oate un va ,e, q - oate 25. o.s,_t.o., n e,..t.
. Aa W_; & ToKre Lt~' ~ n.n-7C2 U y VGn..<w-G,h4 Il 76,
- 23. noviang t t.o ENGiNEE RING l
- 22. Driefd Engineering Disposition O Th <>[*f e(s isrECirvi QF'E R.D ENGINE ERING ff ECOMMEN DE D DISPO50 f 00N To enOJECT E NGGNE EHONG
[ l i Project Engine rin, to evaluate and resolve. I r - ss u , //-//- 24 A - Uk 7L . t "
- 23. Projett Eng.neering Desposition a l
9 I p
- 26. OC Acceptance QC ENGINEER ,DATE 39 -
39 AUTHORIIE D ONSPECTOR DAT 3.t
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T om NONCONFORMANCE REPORT J*
- 1. Psoject Name Jots No. 19, 20.
Midland 7220 No. Page b ol M
, 2. Unit (s) 3. Drawine/Part No. Rev 4. Item Description f
- 5. Item Location Uni,t_g2 20H2786D10 0 1" x_hl" Hl. Str. Coupl. Bolt
, S. P.O. Or Spec No. F. Serial No. 8. Replacement Part Polar Crane Un_it_g2
, , , , 9. Sowece 10. Contractor /Suppher
_._M_-32 1A_ "" N/A aEv
- " o- Supplier Harnischfeger P & H 1YeM'f*""''"'
- N'p"*.M-3.lO)Rev. O u- as=E auvNoauEo n. tr a C..r o 14. Discovered During 15.Egoip r nashed er
~
n5=G OserC DorNEa No31 A5M9 A 70 O 'v"E s"' '" 'lS"No OvEssnErcNgNo
- 16. Nonconforming Condition: 0-EC:GIlcoNsr O rEsf OcuENrErNG Orto g 3 _g gg g ,
24 Desposesion Concurrence n Ewo n es agJECr nErnen usE as es _and_ Idle rs ,_ fail ed_whil g_b_eing_ torqued _to_manufac_ture r ' s_spe cs . . e Failure of bolts _X __oncurred _nt _thn_nutbgard_ atts_nide_of_ Corner,_gh_and_the_inb_oard_ center,_ center._of Corner # g TI N TN o bolt P/N-20H2786D10, is used to mate both Drivers and Idlers Mbd
"" ' ' ' ' ~ ' ' " *" <r_.//[/_9[7
^
p to the C-1 and G-2 Girders. These bolts appear to be under-cut at the thread shank ( [ [ [ h ,(fd [^'[/-26-3 ' transition. (See attached twx 26(I)M-92) , gg j,M t ""
'[jf' *"sva aC E"GipEE. oavE Hold for Engineering Disposition. ' '
"Q" No. h.001 kHoldTagsAppied. ^"" ""' '"'"' " "
- 17. nepo ted D Date 18 . <fst& dy ' Dat e , 25. Desposition Results
./ & Y l/ ~ s k l A/r? -k lf Y? *
- 21. Ho[eng TO FIE LD ENG9H EE R8NG Q 10 fdE RflNE Cf F vl
- 22. DField Engineesing Disp' mition Or'E LO ENGINEERING RC COMMENDE D 085Pos5 r00H TO PROJEC r ENGINE E HONG The bolts which failed were. broken and have been rejecte) and scrapped.
Field tests establishd that bolt failure _wa5_due #J ? go tyy. M#
*v-n.
to incorrect torque value specified by the Vendor. / si f) ,, P & li has revised torque requirements and r [ ' Y 7 Y' h furnished additional bolts. (See attached tvr 26 (1) M-92)/ #
- 23. Project Engmeesing Disposition 26 OC Acceptance t
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.I 1. Project Name .; .. Jots No. j. 39- #8-
"*',602
"*" 1 *' - 1
~
Hidland .',. 7220 ~- '
- 2. Unit (s) -
- 3. Drawing /Part No. ; nov 4 Item Descriptiore
- E IteRe I ocation N/A . -
N/A /N/A Concrete IAux. Midgy El. 646' G. F.0--Or Spec No. 7. Serial No. 8. neplacement Part ,g, 9. Source 10. Contractor / Supplier C-230, Rev. 7 N/A r/N REv N O. Subcontractor Champion,_Inco. Midland, MI II. Inspection Csiseria
,, g o C-13D33 e r. ASME A u T HO n e Z E O E 3. SMETCH ATTACHEO 14. Descovered During 15. Egsip Furmshed By O O wo UsPE C DoTHER NO. C-M O, Rev. 7 "
O 'v E S [NO O'" E" GEc o OcDNST DTEST _OcteE NT DENc Or'O
- 16. Nonconforming Condi' inn:
Spec. C-230, Rev. 7, Sec. 11.1 Cold weather concreting, states in 24 Dnposs6on ConcuNence part that "when the ambient air temp. is between 31" cud 45 and we are placing a mass of concrete using a mix desiCn without flyash, the concrete temp. must be maintained within 40o & 60O .: Contrary to the above, the concrete represented by PROJECT reELO ENosHEER DATE
~ " " '""" '
Truck Ticket No. 11449 for concrete placement A(646)a' at the point of' placement had a temperature of 64 F. '" ' """ '" '"" NCR noted during Q.C. surveillance. Hold for final A UT HORI Z E O INSPE C T OR DATE Engineering Dis position. One Hold Tag Applied. - 37 nepo y fl varm. a 9 p t. 2s. o.sposaison nesues, W M ffedrih0kiE' ll oi.lI5l'7(o II TO reELO ENosNEE dtNG ' 5 , i$s&A m C t/-/ 4_
- 28. noutinf Q 'YO f/RS (SPECIF Vl
- 22. Of ield Engineering Dissiosition DFtE LO E NGINEE RtNG RFCOMME NDE O OBSPOSG TION TO PROJEC T E NGINE E RONG Use as is. -'
yx [ j -ph j ,
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- 23. Projact Eng.neering Dispositiori .
- 26. OC Acceptance .
OC ENG8ME ER E
. ,'.8 ; f * '
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C #' .- NONCONFORMANCE REPORT
- 1. Protect Name Jots No.
- 19. #~
Midland "*~ 604 "* 07220 #
- 3. Dr.-ingmaa.m. Grinnell
- 2. unitw "" ~4.
2 Item Dmiption Grinnell Pipe Hanger 5-
"**" '****" Aux. 580 ' E'..
2.-AJ-le.2lt 'l #_lt-2HCIE21 H1 10
- 6. P.O. Or Sswc No. 7 Se'ial No. 8. Heplacement Part
,,, 9. Soence 10. Contractor / Supplier 3" W of.11 A li' u ne na CI.
N/A N/A "/".ll/A "Ev EIA "a E/JL Construetion
- 11. Inspection Criteria eR N O. M12 M4' 8W ' a- ^$"E ^ " ' " " ' ' * "
N/A
- 14. Discovered During
5"ETca ATTACHED 15. Equip rawneshed By GowG OsPEc DoTHER NO. 2-61 1-h-2a O 'v"E .
"g"N O E " D" OREC:G OcoNsT O TEs, Ocu EN T R= NG _ Or'o
- 16. Honconforming Condition:
- 24. Disposition Concurrence item #1 to existing 21 WFil2 beam. (Ref. Sketch Attachment f1)
REWORK A REJECT RE P A'R USE AS 'S Contrary 'to the above. hanger _l--2HCB-21-ill_hao_been._inatall_ed EM._ C212 PROJECT FSE LD ENG9 NEE R s c-8/8h6 pT E omitting the weld _acroco the top flange of Item 1. Q.C._ final visual _inopsstipn has been accepted on this item. __ PRO_7td GIN E E R DATE .
#N $ NO., f' / -'
_//-/E1 PROS CONSTR QC EN f EER "Q" No. 14.131 1 Hold Tag Applied i DATE Auf geopf 2 ED SMSPECTOf4 DATE Hold for disposition
- 17. Reported Hy , Date 1 , alid a n '/ Date 25. Desposition Hesults W h &d*1 llWS
- N ,
!!b ')&l' / ll" ~~ /
- 21. Routing TO FIE LD E NGINEER0N G Q TO Y k ef l$PEC9F Yl
- 22. UTiefd EngineeslP1 Disposition OF8CLD E NGSNEE RONG REf d MMENDE D Ot%PO$t T90N TO PetOJECT E NGINE E R$NG Rework in accordance with Grinnell Drawing 2-613-4-24.
- j&dSas)
- 11. Qu.M _ a - i s- m is - > 2 - 7 f. .
- 23. Project Engineering Disposition
- 26. GC Acceptance QC ENG0NEER DATE AUT HORIZED ONSPECTOR DATF
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- 1) All tolerancas in. accordance , A ,
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M e r NONCONFORMANCE HEFORT . Q)
- s. P,ojece n. -
Jos no. Midland 39. g 20. 7220 No. P ge ~Io' _2 _ 2 uneito 3. o,. engir.,i no. ne, 4. nem oe c,ip'ia" } Common 7220-C-219 8 Additional 5- "' I G. P.o. or Spec No. 7. Se'i 8 No. 8. neps.coment P.et Rebar in header above door opening El."'584 Er 6.@ 6'***"*a
'G' A ux. Bldg. l
,,, 9. Sovece 10. Conte.(tor /Seepplier N/A N/A einN/A arv w o. Construction I
- 11. Inspection criteri.
, ,, no, - e t.
N/A ASME AuvuoneZeo e 3. surycw ary, cugo gg. p.scovesed ovrie.g 15. Egsip Furnished Bv Sowa O secC Downra ao. se4seterson ato: O ves Gao 2 ' '" O" is. nonconeo. ming cond.isnn: Darc oJcoast D ies> Occirav Grao Or'o '
&W F G d hp RNC-U% hw 8 &m a := , ii a concurrence additional 4-#8 horizontal bars and 6-#5 cap bars @ 12", below an additional ~Eawoan . ,rc r i area.= use n E --
horizontal construction joint for the door header @ G/6. 6. This area was bulit as show.i on Dwg. 7220-C-219, Rev. 7 which does not include the additional " " ' " ' " " """"*" ^ Items. Q-List No. 1.203. Hold for Engineering Disposition, llf6Td' Tag Ahille3. epose. ,aHo N . o,,, , rnostCT CoNsTR QC ENGBHE oATE Auvuonsero susercron oArc , ; i 7. nec e d av j o.= r, ny o.a J.v.y k//)ek j as. o. .iimn ne iu W'l[C' I Ic' ll ~/dr -$
- 21. nouting ( To F9ELo EN G9HE ERING 4 :
Q gEHs f% ECIFV)
- 22. Ori,ia Ensin..,ing oisposition Kr'a'o eaciarmaiao a<c.o-maaoco oiseosi.<eoa uo caoecCr enu.armaino Field Recommends disposition as called out by FCR-C-378 (Attached). .
2rfd0 m nd s t - t 1 - 7 C:. V
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- 23. Project Engineering oisposition
- 26. OC Accept.nce , ,
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',4 FIELD CHANGE REQUEST
\. PAGE 1 0F 1 N- C-378
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- 2. MO oAY yR r g~
PROJE CT NO. 7220 O No. 1.203 DATE O 22 70 . g 4. REP. owG. cR S7EC. REV. 5. T8 T LE 7220-C-219 Addt'l rebar in hesdct above door opening . 1 at C/6.6 8 , g oE&lGN ORIGI4; i ENGRG [7 VENoCR C tioENTIFY) NAME
-y* _
(
- 7. EXISTING CCNolTICte: :
. .i i .N. Sections F 6 G of the referenced drawing show an additienst 4-J8 hori-
- t
- g
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- ental bars and 6-#5 cap bars 012" below an additional horizontal construction
. icint for the door header at C/C 6.'
b:, .a. ca ANGa R souES'Y,sxE TCH h y ., 2 '.
.ly .. . . . ,,.. Revise sections F and C of the referenced drawing to: g
- v . - .
, ;c ., ' , ,i i:t n) Delete the additions 1 4-00 horiz. bara and 6-05 Cap bara. f.p' 3 .
- b) Show the following as-built construction joint arrangement: m o
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-' h E.L. 9 84'- 0 y *, ,,
1 l r., , I f. g oo: ei t } co n pt. l d' *' t f u
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, i The above requests are made to reflect the as-built condition of the door header
[
- st C/6.6.
The as-built condition conforms to the oriCinal project engineering ,.
- 4 ...
design to pour the door header to cicv. 584' without an intermediate horizontal- . 1 "f. construction joint. ' r l,' , , i .T'
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. A EP An E O DY: ,. i ' .-- 11. APPROVAL OF FIELo olSPOSITION: '
i . ELECT. -d 27 "'Y'" 2I'~7Nb' ' MECH. G' W~ N ~7fa ' WElolNG
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. PROJECT ENG*R'G APPROVAL: YEs O NO O pro;. EN GR.: U o.ie; l
. . , , REMAR KS:
WHITE - PRINT COOnolNATnR ) CAN A AY FIEtn ENGR. CC - 2 FC3 fi r $ ' 7 1.77 (.'
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' NONCONFORMANCE REPORT f
- 1. Project Name l
- - Job No.
- 19. 20.
.1101eni -. 7220
"*~60 7 ** / 2
- 2. Unitts! 3. Drawing /Part.No. GrinnRll Ree 1 Itern Descripteon 2 2-617-6-1
- 5. leerA1.ecation g, 60$s g 2 ME Pipp ;teger (16-2HBC-1%-H1
- 6. P.O. Or Spec No. 7. Seelal No. 8. Fleplaceenent Part
, 9. s, orce 10. Contractoe/ Supplier E of 1.h of 3 Line J y g St.,,3 Q g %g [ P/M N!d REV NO.__N/A . g ier
, I I. Inspection Criteria ,,, no, _$ fy W s 2. AsuE AuTNOnszEo Trl'_ Grinnell _
a 3. snETcM ATTAcNgo 14. Discovered During 15. Equip Furnished er Dowo O s* Ec DoTHER N o. 7, y { eMsPECTION REQ:0 O vEs GNO gygg g"
- 16. Nonconforrning Condition: *
&Ec:a OcoNs? O TEsf OcciENTO* a Or'o
~
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Grinnell_Fpnger Sketch (Draising) 2-617-6-1 Rev. 2 for the refer- 24 Disposition Concurrence I _ene.gd_IInnnerr, reonireo the 3/16" Fillet Veld .ioining itern 8 to iteia 9 to be a Field " " _Neld_acmoo_tho_flongq_of._ itch 8 only._ DME PRC 9ECT F9E LD E NGINEE R
- ~~
Contm:y to t'te_ above den 19b_nj/16" Shop _E111eb Vold has bonn PROJFCT ENG0NEER DATE _mnde cormletely nround the flangen and web of the itern 8 to itan 9_, joint. a0" Number h.172 1 IIold Tag Applied '" ' """ " " ' " " " "" Au rNORIZED INSPECTOR I'.old for diononition ., DATE
- 17. Reported By Date 18. . Validated By f Da te 25. Desposition Hesults
.Y/ r e *
- l/, .!* *, .&/ /f=/Y= N b k. .l- - '.Y h
- 21. Itouting -
Q TO F8 ELD ENG4NEERONG * ' Q Tf* OTHERS (sPECDP Yl / I
- 22. Oriefd Engineering Disposition Or'E'o Eac'**Ea'Na aEco==ENoE6 o'seOsir ON To rROJEcT E NG NEE R.No I
i
- 23. Project Engineering Disposition O
I d# L - f f . --
- 26. OC Acceptance OC ENGINEE R DATE 4 _9 AtJTNORIZED BNsPECTOR ny _. +-w.4 .e. .
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, .NONCONFORMANCE REPORT
- 1. Project Name Job P .
- 19. 20.
Midland ". 20 No. 603 Page 1 of 1 l 2. unshi ~~ 3. Drawing /Part No. ' s 4. i thits 1_& 2 Item Description IlutS, Dolts Or WrLSherS 25 5. Heni Location N/A U/A
, s. e.o. o, s,ec.No. i. seri.i No. s. nevi =ement Par. litte<Lon_IhchirL
- 9. source Lint _Y21B2 Whse_fl_QC fiold_Arra_
EE, 80. Coatr=ctor/soppiier 7220-c 18 ner 8 N/A ' ' " N/A aEv " Supp]ier Inge H 31[ lospection Criteria s Steel i en NO' "*hCO* Y) e 2. AsME AUTHORIZED g 3. sMETCH ATTACHED I4. Discovered During 15. Equip Furne.s hed By DowG OsrEC DoTHER aO. C- M Fev S O'v"rIs*
- ENO U* &
-f 16. Nonconforming Condition: @EC G OCONsf_O Test DCLiENT DENG OrLo 3nec 7220-C '?% Annendix Ae oer 'i . T4rn 3.0 states in nnr+.? 24. Disposition Concunence "Th a REwoRn qEsECT REPAsR ccypleted G-3l-DJogi_in then_used_for_a_ cover nheet andfrected_on_the back of the ust As es form." Contrary to the above',_n ecmpleted G-321-D foni tras nolincluded in the PROJEC T FIELD ENGINE E R
"~ taniMica_rzsinc;Lfor items not.ed_en I--ne :: lee 1 Jacking _I.ist 121C2, ____DATE F 6 Uold s ntiint rin31_ disposition, "Q" number is_1.10.1., .
3 p EO
,,.3 gbg., ) PROJECT ENGINEER DAIE npn11ed. PROJECT CONsTR QC ENGENEER DATE AU THORIZ E D INSPECTOR DATE 17 Reposted B Date
'7;inD/$yb. . -
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18 Y. d),;b,r'. Validated 0y[4 sb
] Date N-}] ~7 L
- 25. Desposition Result:
- 21. Routing Glin reELD ENG8MEERING Q TO OTHERs (SPECIFY)
- 22. QField Engineering Dispositio,, OrIELD ENGINEERING RECOMMENDED DISPOSITION TO PROJECT ENGINEER 9NG e i .' .
s'
- 23. Project Engineering Disposition
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, 26. OC Acceptance QC ENGIN EE R DATE 7 ,. AuTHORerEn eNsrECTOR j ~
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- l NONCONFORMANCE REPORT ' '
- 1. Prolart Name Job No.
I 9. 20. Nidinnd 7220 "**- '** *' 2 tinitts)
- 3. Drawing /Part No. Her 4 Item Description 5. Item Location
_thits 1 & 2 '7220-C-350 6 soo_DtR_cInnns
- 8. P.O. Or Spec No. I 7. Serial No. 8. Replacement Part Whse #1 QC Hold Ares . -
,,, 9. Source 10. Contractor / Supplier
.722Q-I 1651* ! W'r 0 N/A " II/^ "'" "- sup211er II. Inspection Criteria in NO. T 1.00-922._ s z- Asut auTuonezco Wiltv.LanrLco.
s i. snETCw ArTACnEo is. Discoee,ed ou,ing 15. Equip rianished 8y 0a=a OsrEC DoraEa aO. IC'I Kt"C 1077 "": " O 'v Es" "O"[O O vEs Q" j 16 Nonconforming Condition! OnEC a Occasr O TEsr_OcuENT Owo Or'o
,, 24. Disposition Concurance t
lo__be A3nt A-%.' contrarr to the above. the 500 rni_1_clayps do not meet the chemic_al_ nEwOnM nEJrCr nEPAen use As ss reouirements of A31;LA-36 steel, Requirements for th_osphorus is_.04 cruimum_for A-%,_ liq 1 test report ::tates t>hosphoru t to be .CM*, m" Fold emidira final disposition, "Q" ntuber is_1.101, hold __fru_r{nj_mlief . PROJECT ENGINEER DATE PnOJECT CONsT R QC ENG8 HEE n DATE e AUTHORf ZED $NsrECTOM DATE I
- 17. Reported By Date 18. Validated -py I 25. Disposition Results hld k i$,f?c-21, {logglyng
//-24 ~ ~?/ N Y. 'NkA &1le U,' {Date il- I9 'lb Q TO FIELD ENG9NEERING
,\ O ' TO OT HKRs l$PECIFY)
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- 22. Driend Engineerin, Dnpassiion Or'< 'O = am a r ea'"a a= coaa r "or o o' 5"o5"'o" 'a ra o'Ec' ""a'"E*"'"a t
4-
- 23. Prelect Engineering Disposition
- 28. OC Acceptance I
OC ENGINEEN DATE
/ A.
AUTHOns zEo swsPrCTOR o i
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[: 1 t/ NONCONFORMANCE REPORT '""**' "~ 4.o....,....-,.
; .. .. ,3. , . c , . . --~ or 1 2 30 FSK-C-] l1 7220
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. = = Do Construetion O o u 's 'o a a .'a ' $u'< a v'50 30 NONtoN,o.Ms G CoMo...oMt During routine QC Inspection of liner plates, a charp bend was discovered at the top right corner of dome liner plate RD-9-18. Repair was started on 1]J/7h 0 in accordance with Specification 7220-C-111
__Bev .J. "Q" No. is 1.1.03
==
IOL Hot 0 TAG A/WJED G r.< to oes oser +oa Drea to .c co=== ana , soar.ou, r ,o e.osa c , -ai ca.. a
- m. . P.= to ois os... .. ut...
__ REPAIR. Remove nonconforming area of plate and replace 'sith conforming yggggg _ma t_e r_ial . All new seams to be covered with Icak chase. Repairs will be made qqg _ disposition in block 20. (Weld in accordance with Spec. C-111, Appendix "B". This is an approved standard repair procedure. Work may proceed. Impicmentation expected prior to 11/30/74. _i.s covered with leak chase to J e completed and tested with .-- 2 2. E NG t E E -t G o.SPo$.9 poM WEbj . d7Af If/R2/94 # _. 21ne set). 0/ Yb m<$~eY,2 //cy7g 2 9. E NG.N E R .I G otSPoS.. .oM .E $p i 6
- I 3 . es orsean cn.nnc serouenro Oa "*""^"'^'"'"'" ""~*****"~~ *****"*
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s ee e e-e ~ Wh6.e Copy - Origleistof e c 4B 3-a Cenery Copy - F t.hf E.isineer Plesh Copy - POAE Gotrieneed Copy - OC 6 fe fib
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N/A N/A l' ne w, 2 M*"N
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E-42-1-42 Rev. O
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N/A g a -- - - - , - Nl.e A nov=.no .a.,n uc ., r = G -o Construction
.oa.,
g nouer ,o c.ato cuo assmeno O e.ouva ,o ma,ma.at sure av. son
., noncouroam.no como., eon, the point of exit from the slab to the pull box below the slab. The inside diameter of the conduit at that point has been reduced from the 3" PVC Conduit as originally installed as per E-36 Rev. 5 Raceway Schedule. "Q" No.
3 D06.___Honconformance_ discovered during_ post placement inspection of embedded raceway. One tan noplied.
- a. o r.eto o.. os...o g r .e to co.. . o . , .. ,,.o u r , o ,. o ,, c , . .o . . . . . o
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1 11e.a 1i g n._1 aw e r__s c.c t. inn _ol_c a n d u i_t__LC_ LLJ_w i_t it_P_V_C section embedde<1 I n_.c.c 1 1 1 n g nhnva-
- 2. W e l_d_l a.rae r radius pipe sectors to "0"-deck to secure conduit in position.
- 3. Remove sharo ednes on PVC adaptor shear line. 92nu I I[n-IM
.... . er . . o scos.v.o p 7j g p . . . , no .n , e .n o o. co. . . .. .
Hake correction per fleid suggest_lon,g g Egrin eering_Ra t_f ona_1_e: .u i. . . . The proposed repair of the nonconforming conduit as shown on FSK-EA-15 Rev. O / _(QAJA/ / 7' Ag/g* /j(>Rg (attached) will meet the design requirements. Therefore, the field disposition 4ggfgggg ia acceptable. rfy.,p u 3-t,<-76J/_W .6 3 - 6 ~1 <- /}ts/hrti7en/ /1 t49
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= arsect ro =av raia' u's'onn oa lll2l7C O , ...e ae,acweo.
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NONCONFORMANCE REPORT "***
.. o.a w. ,ea n , No. i .e v. 1. r o,e c , No.
,, n u.on v a o ., ,on,a
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Spec. M-201 i .i n siiisc7.ici .oM
!6 7220 hhm !//,/5-25
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7220-M-104A M-104-A-R-13 Rev. O N/A
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Spec. J 20-M-201 Rev. 6 Para. 6.6.2 states, " Stainless steel flanges shall be scaled with a f_1ywood_ disc bolted to the flan e. A 1/8" thick rubber gasket is required for sealing". Contrary to the above, the flanged end of pipe _ spool ifBC =7 -Ti F rJ W 2 W Fury-)9-4 did not have a rubber sealing gasket and the plywood disc was not J-0160 bolt _ed to the flange. Para. 6.6.8 of the same spec. states, " Pipe and fittings shall be adequately blocked, strapped, or otherwise held in position during shipment and they shall be separated by dunnage as may be necessary to preven t domane". se (g , .c to o.scos. .. Contrary to the above, there were numerous marks, gouges and chatter marks in the pipe surface, g,f41 .cto Secou-eNo.v.o i.our ,o .o,ec,. ..N ... . . . . c . to o...o.. .. . . s ut1. , _ Scal _the_flanned_end_of_ spool 10" - IFCB-22-5610-7-11 by bolting _a_ plywood disc to C.d g g g u 4 M gf Y _the_.fmlanne_witita 118" thick rubber gasket for scaling. Two unacceptable surface defects shall be removed in the following manner: 4,,da,/pd,#<hegtA@ 4 ge4 d .ey_q fa)9 A a .,,. - Continucd on Page 2-22 E NG.NF# R.NG o.SPo$ v.oM
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.although_none__unfringed on minimun_ wall _ requirements.__Nonconformance_notedluring_ receipt._ inspection- "0" No. is 4.104. 1 IIold Tag attached *
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_ Block No.'20 Continued. _lL._The_elimina tion _and_ repair'_of_d efects _sb a 1 1 he_in_nccordance_uith. Specification _11-204,_Rev 4 - Pi"l'1 Fabrication and Installation of Piping _and_ Instrumentation _Forjiuclear Scryice._Earagrapid2.1-
- 2) Th e_d ep t h s_o f_.t h e_two__d e f e c_ts_wcr e_mca s u r e
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- 3) Remove the_ defects _in__the_pIrsence of n piping _ engineer _by_lightgr_inding_uningpedium crit aluminum oxide or silicon-carbide _grjnding_ whee _1,_f_ lopper _or_ disc._,_Cate_shall_bc_taken_to_ remove _anly_the_nmount of_p_1pe wall necessary to remove the_ stef__cgt.._._The_suttoundinttarrtshall_bc_bicuded_ uniformly en aliminata sharp _ discontinuities on tlie_p_1pe sur_fa_ce.
4) A f tcr_e1.imina tion _of._.the_ defect _axama_cxanine_the_arca_by__ the_ liquid _penetran t_ method _.in_accordance_uith the llucient Power Plant components code paragraph N!1-2500. _5)__I f the liqu l_d__nene t ran t examina t ion shows the d ef ett_has_ been_r emoved_pr_r_ed.uced_to_an_accep tabic _ size-the repair shall be comp _lete and accep_ted. RMBHIHXEH35EHHHXHUMEXHHHXIMXEH4ydrwaxwvvvwwfunywYYMMYMvY EXJ5KHXMM16nicMX11XXIMMXX)iUMIXXMMEXHHX YRIHXMMMXIMXIXUgEIHMFHX_IMEXEHl5HE X HEX _EHp1XHHEHHt . . __ C6 G. &A
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1 FOSTER CITY - MAIN OFFICE 1118 Chen Dr ger City CA 94.o4,6415) 573 40o0 s
.] SAN MATEO 08 FICE 145 harm boyanere Swd. 5en Mewe CA 94401, W15) 3424183 SAN LE ANDRO OFFICE 2506 De.es Street, &en Lesaore, CA 94577 (4151569-8274 8 J OAKLAND OFFICE 950 97 n $sreet. Oeadead CA 9.So6. 4415) 6521100 e , a omsion of X Ray Engineenne Company CERTIFIED REPORT of NONDESTRUCTIVE EXAMINATION Q.It 18ECMTEL ' & W S K' /
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PROJEdT ^ Midland. Michigan JOB NO. 07220 SHEET T/ f O'l OF ~7' A / O ,,, NDE REPORT N COMMENTS D W/91<) /10/
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.9 NoNC oNF o.D..NG Co o...oM Makeup Storage Tanks IT58 and 2T58 were received on a truck with carbon steci chains wrapped around the upper nozzles. Chains caused surface marks on nozzles and upper head. Stainless steel surfaces covered with heavy winter road film. Units 1 and 2. "Q" No's. 4.039 and 4.049.
Nonconformance noted during receipt _ inspection. 2 Hold Tags applied. /f/j z d i g y_J.,/ h N [[ I f f se Qr..L o.seos.v.o e Or'o a r co m a ' a na oai"ou' = 'o e"o 'e c, r ~ G.~,... . a . c..to n..co. .on . . sut. .. Ea u te__ to_n_Jt_H_ Site _ Rep res enta tive [ M U6
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OCTOBER 14, 1976 . . s ^ MR.*J.P. C ONNOLLY " ' EECHTEL P O tJE3 CORP . . '4 MIDLANDi MICHIGAW 3 fit!AL VIP E S AMPLE A'JALYSIS FOR THE S&V SU? PLIED MAKEUP. TANK - 3ECHTEL - 2028 ' ' ' U2 HAVE RECEI VED THE FINAL ANALYSIS FOR THE UIPE' S AMPLES TAKEN
- i FROM -THE 3 &U SUPPLIED MAMEUP' TANKS OF UHI CH THERE IS A l JEU S&V. _- '-l SPR#11 AND A BECMTEL NCRP375. THE FINAL ANALYSIS OF THESZ~ l SA'IPLES HAVE 3EEN REVIEUED SY OUR TECICJICAL STAFF AND SEEN 'FOUND - ' . ,' ;
ACCEPTABLE AND UE REQUEST THAT BECHTEL CLOSE NCRs37S AND INSTALL . l THF. MAKEUP,. T AMXS . ,
.-j' OU'R FINAL URITTEN DISPOSITION FOR BGTH THE B&W SPR#11,- AND E ECHT EL N CR s 3 75 VI LL BE FOR WARDED T O SE CHTEL IN THE VERY NEAR '
.l F UTURE T O OFFICIALLY CLOSE BOTH OF THESE . ITEMS.
j G L DUPRIEST, PR OJ. MGMT ., 3ABCOCK & VILCOX CO., LYNCH 3URG , V A .. I i 3ECHTEL MIDL -
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~ NCR 375 csw cwro o;cn co nnenx J'd. cob .4 . COX Copic;. Ohio 4?.321 Telephone: (210) 666-8841' November 18,1976 Bechtcl Po.ter Corporation - P. O. Boy. 2147 , Midland, l'.ichigan 406ho . Ec: Midland Project # 7220 Attention Mr. J.F. Newgen Nonconformance Report 375 Makeup Tanks 1T58 & 2T58 C Dear Mr. Newgen* To complete closcout of Monconfomance Report # 375, we have enclosed a copy of B & W internal memorandum $ 7571-01 dated October 25,1976. This docunent prepared by our Alliance Ecsearch Center personnel contains results of the vip sa:tple tests perfomed on Makeup Tanks 1T-58 and 2T-58 (our 1MU-Tl & 2M - Please be advised that these test results have been rev5eved by our Technical Staff and that the fluoride and chloride levels have been found acceptable. O
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T.C. Cooke A.W. DePatic C.E. Mahaney E. Carlson l l l l s O Tns Babcock f. Wi; 0>. Comp.uy Nwir Generation Division
v.... ,e n and rievriep," ,i n wiv,m 3O[Ob'N' & '.'.,'k!OOX / ' ' '# I Anunce nem,cd cent-, an,ance.onio uso! NCR 375 II - J ' it. J. BELL - flPGD, LY!lCHBURG rren W. E. ALLMON - CHEl11STRY & CORROSION, ARC
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C0:lSUMERS POWER COMPANY
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UIPE SAMPLES FROM IIAKE-UP TANKS #8 OCTOBER 25, 1976 v,..,n.,i.....,.4 w.i.-.,.-. .~,. w.a .~, . l C content.Seven filter paper wipe samples were analyzed for fluoride and chloride The fluoride and chloride content of a "BLAilK" filter paper was subtracted from the data reported below. and <0.001 mg fluoride. The "BLAllK" contained <0.01 mg chloride Sample Chloride
- Chloride Fluoride
- Point (mo) (mo/ft2) Fluoride (mo) (mp/f td )
#1 0.016 0.12 0.060 0.45
#2 0.015 0.11 0.060 0.45
#3 <DLAtlK <BLAtlK 0.005 0.04 -
#4 <BLAtlK <CLAtlK <BUtMK )
#5 <0.005 <BLA!il -
<0.04 0.020 0.15
#6 <0.005 '
<0.04 0.020 0.15 67 <BLA!iK <3LA!iK 0.020 0.15 i
*This of theis"DLAflK".
the quantity that was leached from the filter paper, after subtraction l - Samples that cuntained less fluoride and chloride than the " BLANK" indicate with that the low this sampling level of fluoride and chloride present cannot be detected method. *
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- 99. NoNCoMroMMING CoNotT eon Four 86 slab dowels at the intersection of 'C' line vall and roof clab at Elev. 624'0" were hrnkon nrr nt thn inno nr the 'n' linn vn11 dnving form removal- IlrOken dnWeln nt_the._DOtiOm_Of._the__ slab are losated_21" to 40" east or_7.h line vall. Top dovel broken orr 20" cast or 7.4 line vall.
Nonconformance._notna anving QC_Sur_vnt11nnen Tnspcetion. O TAntL81.203 d ne tag _ applied-e. U r..to o.s o....o .o,ac, ru . .... . Block _20_ Revised _on3a..to ge ,Ecou-ruo.,.o i.ovec vo ... r.ato o,scosir.on ...ui.vs. I Reworks as,fdlowsV6 rill 1 J/R Diam,Jol(s, fi11 hder't){ th ndq-4firink 'g'rouJ ' ggyn aa % ,q h s' Ghout n[of bars _hha51 r h ih acc6r' dance /hr &x,e s _____dimbecd636N d sb thedssMidorfd).#
._._w il Ith wit .t aiIufatu r _ ins _ cbns E. eddt lenhth_.__ hall be inhcbiformank_
rescr(bed t ble-6ii Dvp. 4,_211, Rev.\4. typec pd irhp,leifien'tati'ttn date __ / f r W / h 2.'74 , onohabout6/11/)6.
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j e8' 6fie_as_follows;__ Drill 1 1/2" diant._holci, fill holes with non-shrink aro_utjEmbeco 636) and set the_mi s si ng . bottom _ dowels._._~ 3brrerA1 raemausuarhouur= ====aa umuixgr =hixiihr1 suaWu-hmjdinmmr IMc?l2zaneasXsalaawagrapanupuamgA__ Grouting _oLbars_shallbe in accordance with the manufac-tu_r_er's instructions. Embedment lengths shall be in conformance with the. rescribed table on l Dwg . _C: 211._ Rex.l.__E xp e.c te d_impleme rtta ti on_da te._on__o r_a b o.u t_6/ l l/_76. c,9 76 _fvMrh/A
,,aw H-k i Block _2.O_ Revision: ( To replace second sentence above)
For the single top bar core drill a 2h" diameter hole, set the dowel through the wall and pressure grout bar with Embeco 636. . under the opening are During not cut.core drilling a max. or 4 //6 ba::s may be cut provided the top bars immediately (See Resident Engineers' Memorandum C-189) h& 7. 2. L -% ff cr ev
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j y CPtlq. A,S SHoWH J^.r THE FIG. ' , . % *^' L (c ) WHEN WA LL .5175 01) Flo0R, . FIELD SHALL ~ sscu o e4 A. A FoL L O W '7HE RE/AIF. D& TAIL As cALLEO _ our 8y PaoJEc 7 ENGG-RESIDENT r..':CINET.R Vh.' 7'. .-
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Drawing 7220-C-288 (g) !4 7220 1/ ;48~'Id - -e e 2 's " c o ,.c o . . .c . s .i e u os sc..ev.o.e Reinforcing Steel e, .reu Locas.on f3.opy g,
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Drawing 7220-C-140 (Q), Rev. 8 general note 16 states in part, ". . . . in no case shall the wings or in the tolerance on cover specification." exceed minus one-third of the clear cover stipulated I74Lwf-f on themdesign = drp/ts/n Contrary to the above bottom slab dowels along 5.6 line between C and D line, top of concrete Elev. 624'-0", exceed the allowable tolerance, see Page 2 for existing location. Nonconformance noted during routine QC surveillance. Q-List #1.203. 2 Nold Tcgs applied. o . s i i
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.FLo .E COMME No A T.oNr ouT E To P o,EC T E NGsNE E..NG n . -_ S. . F.3 Lo ofSPoS.T.oM .E SuLTSt
'& Raise all dowels in question by bending to meet the required clear cover. 2" to 3" nf concrete _around_each_dowelshall bc_ chipped _out_to_ allow ptoper bending. Bend- __ina-sha1Lbe_in-accordance_wi.th_Sec fL1ILof_Spe 'C-231 4 Rev. 9- i Implementation Date -- July ]6,19,76. r ./,< p_ g Qy ba b63/'MO
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Ep t_th e_s lab _.eas t_of_2.4 fL_S ou th_o f 1 ineD_repalI_the_dowela enntained_in_fleid - STAaDMD aa SE M I ^#b CTl# _re c ommen d a t i on_t o_o b t a in_n e c es s a ry_ cover Eo r_the._res t_ nL_ the_slah_ referenced _in__. this NCR, increase the thickness _oLthe_ slab _by_l" as_noted_in_the_ sketch._.(pago 7OEM Ag2 bid $ l No safety _impli_gation_is involy_c51.
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NO'NCONFdhMANCE 0RT Rh. g o n . -. . f . . , Drawing 7223-C-288 (Q)
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Drawinf le220-C-202 1 Q)_Rev ( general _ note _sta_tsa: " Slab _dowsls_to_matsh_sloh rcinforcinr, _ unlenn otherwise noted.", and drawinn 7223-C-2_88_(_Q)_Rev h indigaten 12"_cpacJn8_f9t_ slab _U'.inforcing. Contrary to the above, the first clab dovels top and bottem are located 18"_from the face of the nupport See.pnge 2 for _ . sketch of existing dovels. Hon conformance noted_during & * "hur- msswc ro op
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Theabov.c_ curyed situation _ presented-problems imilar th'posehd 6ohte u g - _have #I{ebar Dr rebar f, e ca ! cries dEteJds_(b' tid kNgu tc1T-41s ter--splices)-He
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NONCOfJt 0RMANCE REPORT (CONT'D) .. aca ao. A3s _B10CK 20 REVISED Rework asfollows: For the sinole bottom bar,_ drill l's" diam, hole. ~ 63.6)_a.nd_s e_t_th e_m is 5109_ b a t. For-tite __ single-top-han--dtt [If 'dd-Shrinic7FFfuTt._1Emb_eco ..... 4"=d c_.t turthDM11Zstt the-bar-thrt'.- - the wall.,and_fi-14-the-hole wittrtmbeco 636Midn > nn- thru-a-tu t the_ sam nxCpfoylding%_afe- veDt_
-to ensure proper.'gr_out_ing _~_.Gr atinMrs shall be in_accordancey1_tF the_inanufac_turer's_
L ins _ttuc11ons. Embedmen_t_ length - p_ splices _of_ bars _shalkconfodthe p_res ibed_ table _en_DHG C-llidevd Expe ctaddBp l emn ta ti on_da'ic_-=7/_1IT[ y y_ it-cr/w^ 9. 23 76 u a/zs h e. - V V v __BLOCIL20_ REVISED For the single bottom bar, drill 1 1/2" diameter hole, fill with non-shrink grout _(Embeco_636Landant the missing bar. For_the singl_n_ top _b.an,_inslead_oldtU Ung_a_2_l/2" diameter _ hole _through_wal.1,_etc,_.re, move _co_0ctcle_frDm_621'-0_ app _toximately 6" deep _through_B_Line_wal.1 as shown_on_ attached _ sketch Drilling _ could not be accomplished due to addl tional rebar_around_ opening _above 624'-0"._P_ lace _the_bar_and_ rework.__ by_concre.te_r& placement Grouting _of_ bars _shalLbe_in accordance with the-manufacturer's-instructionsr-Em-bedment lengths and lap _ splices _of_ bats _sbal.Lconform_to_the_ prescribed _ table _on Dwg._C-211,_Rev._4;
-Expectedrimplementation-date_ __141665-[ayunu
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- Rouf E To F eE Lo ENGINEER 4NG Rouf E To M A TE Mc AL SUPERWISC R 9 9. N NC.NF oRateNG CorentT 9oN r Pur. chase Or_d_gr_R20-M-1_OnAC Rev. 2u Documentation Submittal, Paragraph 2 states in part:
. ng < n rineer ino rinn imentn mnrked in column 5 of._forcLG-._321-D.JNr,t_bg_sybetitted fat _Euypr__nppt9 val,_Those
__cngineeripr,J1 ocuments marked Yes in column 5 require approval prior to commencement of fabrication." Contrary to the above, the__ Quality Documentation for Hanger 18-11IDC-133-H6 shows that it was febricated to sketches that __had a Bechtel approved Level 15 "Not approved-correct and resubmit."
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A review of the_3uality_ documentation shows that the previous revision of the draw- _ing_had been approved code 3. The drawing revision shown in Block 19 was simul- . taneously resubmitted for final Bechtel approval and issued for fabrication. The __ drawing was then disapproved after the vendor had initiated fabrication for this llanger.
.. .No.
The hanger is to be received in accordance with the hanger (continued)
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.Ihose__ hanger _.assemLlles_shall_be_revorked_t.o_nonf,rm_to the requirements and ,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,
1 _ engineering comments of Sketch 1-616-9-1 Rev. 2, Sub. 3. Upon completion of rework, ggg Afgjggf"ggA all engineering requirements are met. p g-g gggf yggg*/'yg~ e-
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_J1onconformance noted during receipt inspection. 'Q' liumber 10 Is.162.
/ IIold tags applied. ' '" [
. Block _20_ Continued
_ drawing _lis ted_belmt: llanger itark flo. Ilanger Sketch flo.
' 1 1-616-9-1 Rey,_ O__(Sub,_l) 18-1[IllC-133-16_Y-Q 7j Proje'ct eng'lneeringAf)all ins @utt the9endor,_tS provide,tfie field.wilh additional hanger material as required, _-
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- 1. Proieet Name Job No. 19.- 20.
Midland 0720 "*
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1 &_2 C-2Sli 3 Reinforcing Steel AuxiliaryJilding " -
- 6. P.o. Or Spec No. 7 Serial No. 8. neptocement Part 9. Source
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_JfA 11 Inspection Criteria N/A "'" "Ev " - C_onstruction II/N'- "' -
,n no,,(= 1_99.11 s 2. A5MC AuT Nope r E D e s. snET Coe A v v ACHE rs 14. Discovered Duving 15. Equip Furnist ed By GOwG OsPEC DoTHEa NO. c Mb _nev. 6 o'T E,"'*"%"No" '
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- 16. Nonconforrning Condition:
- 24. Dnposesion Concurrence Drawing _7220-C-261,_ERYision_3,._requir.es_that_valL53_be R E wO pt M REJECT Jeinforeed c with_horizo_nt_al 16 bars at 12" cpacing. Contrary to the above, two RE PAIR USE A5 85 dovels are missinn at Elev. 625 1 at intersection of vall 53 vith H line. 'Q' List ]QG g _ .g{
F PROJ C.T~ F B E L D NEER AT f 09 r J 9nD_R9l d_Ta83PPlied, gamau may_Be:: a cEEOMUO/r_fo *) de/W g .
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- OL Psi JCT CONSTR QCG8 HE E R DATE AUTHORIZED INSPEC TOR DATE
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- 17. Repor t e By J. %1/c Date 18. vst i ey ;j t - d oate 25. Desposition Results "b/$ . 'l- 2 4 7b" (Q V ? 2/'l$
- 21. Routeng Q TO FIELD ENGINEER 0NG Q 'T O 7 GIISISPECW V)
- 22. QFinto Engineering Disposition QF8E LO E NGINE E RING REbdMME NDE D D95PO587 00N TO PROJE CT E NG9NEERONG The area of steel provided by the 6-#11 replacement bars is greater than required to replace the 10 #6 cut horizontals and the missing 2 g6 dowels. Since the replacement bars are the same configuration as the 2 #6 dowels missing, accept as is. , ,
- m& Lv_ lb M
- 23. Profect Engineering Dispositieri v0
__6-#11replacementbar>_ pro _v1Nd_Ishect_2_of21 meet _the_ design _ requirement,a gs_noted on the_ design _ drawings _an(Lhence_ exist.ing_rebar_ configuration _does_not ! _ constitute a "Non_.conformance"- Engineering _ concurs-with-the-field recommendation ( to "use as is", _ 0 A'r_nr 4llbl*ib n / _ , // ep , up
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( * * * - * ** ITT Crinne11-Kernersv111e, N.C.- ,co, ,-= . o ,o i ci~- L"JM* * . - SD"1h. Supplier 0.. stout OP8G ONST RUc T toMU g Rout . To t. Lo .NGSM.. ff B94G Q Rout. T o - A f.MO.L SU..M W99o#
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99 No*8CoMF oR-8FeG f oNotT 9o*0 4 Spool OHCC-152-S506-1-2 was furnished with NDE documentation for welds A,B,C. Closure weld #D (Pipe to Plate) wnn Operations made,_but_no_Record Sheet reference._of 2 of 2. NDE_was_ recon 1m1 nn3rinnn11 'n T iquid_Penatrant hmina tion nnport nne nn Note: See sheet # 2 of 2 for location of weld #D. Discrepancy found during review of Q.C. verification documentation. (one hold tag applied). g . . to o. . .. . .o" O*'< to a' co= a.' oa vioaiaave r to eao e.cr .a=*'.. 'n*'= si.re.t>o's oserio .sutv.. Itoute to Procurement Supervisor to obtain Grinnell's liquid penetrant examination repor.t_for_we1d_fth Ficid_ shop _.fabr_ication_Nay._contifiue._to__the_ point of installatio . i. Contitional release on page 3. 6I. [ Cfb -, 6-//-76 27 . peg tN. . R tNG o tSPo SIT dom bA'us. / frb[ E*/hY y -.<gy
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- A NONCONFORMANCE REPORT
- 1. Project Name Job No. 19. 20.
Midland 7220 "*- '% "'
- 2. Unetts) 3. Drawiag/Peet No. Ree 4. Itent Description 5. liene tocation Aux Dldg 7220-E- 53 5 10 PVC Conduit
- 6. P.O. Or Spec No. 7 Seelal No. 8. Replacement Part
,,, 9. Sovece 10. Contractoe/ Suppl ee Elev. 584'0" Slab N/A N/A ela ._N/A= Ev a o. Construction N/A 11 Inspection Ceitesia
, , g,o . C- }31 - 1 l e3. ASME A UT HO Rt 2 E O E 3. SMETCH ATTACHED 14. OnCoewed Dueing 15. Espsip Furnished By N Oowo Os Ec DoTnEa aO. 6220 _E-42 O 'v"E ""d *O" D'" U"
- 16. Nonconforming Condetion: &EC.a ecOasT O TEs> DC'iEaT Ocao Or'o Conduit IDC0085as 'seen damaged by dri ling the concrete in 24 Dissxnition Coacunenn the Aux Bldg slab at Elev. 584'0",[4') south of D Line and 10 cast of 5e6 Line. "" " ' ' ' ' '
"'E*'" " " "
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J _ List #3.006 1 QC Hold T applied. TY 7 31 0" [ h P Q CT FIE E 3LC 2 D4TE /_ _IloidArilling_in_the 'ar.cas_wher.c_cnnduita_ ate _cmhe_ddesLnea_r_the_heaLexci anger along 5.6 and 7.4 Lines. t _a___ 41 ra .o En a [N9 -N ~1' _pATE _M_ _ //, _ N
. /#-y-E PROJECT 'CONSTR QC ENGBHEE R DATE AUTHORGIED ONSPEC TOW DATE 17 R Date 18. Ve a Date f 25. Dnposition Results
$(eparted f}y*$Ycrn<v,mM :
- 21. Routing " @ T6 rBELo EnceNEERING 9-f9 ^7 6 e'Y' W/9/~7L C O ^1 0 ch 7' (! E'/ W tR D )
Q TO C*THERS (SPEC 8FVl I " '[ _fER INS /OSI770A,l Orield En,ioee,ing Disposition O r'c'o E aa'a = = a'a5 a ccoaa t a o* a a'5"o5"'oa 'o "ao'r cT
- aa'a* = a'a" 22.
g [. Field Engineering reconrnends removal of concrete necessary for repair of damaged fy_f". PVC Conduit 1 DC008. Repair Conduit 1BC008 by applyingo an external - pptch, s7 o lt~ b i
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- 23. Prolect Engineesing Disposition
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Semov6 Concre7'eWo eypoSC- on oreo o? lh ' mon orovnal -l$8 T2 (L,h/f)-s*CD V .l bol* . (boarscr tastcle <?o{'7C oE NolS- -l0 &l Con v/:7 on[clim on olc ),0ht's.
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, p. NONCONFORMANCE REPORT (CONT'D) .epase 3~1 *e aca ao AE Block 20_ continues!. -
Conditional Release: Field shop fabrication may_ continue _t . tJi ?_ oir t_of_ installation. PFE $() JA \, PFQCEQ)$ e .a O:f('N&' T_N,in-ikif_L n .x LQAE h w .W k Y LouWO-Al '$. r . A , ' <$~ \ c\ Bhle A-4SfEC ' Bloci: 20 continued Vendor cannot provide flDE Report for closure weld CD (Pipe to Plate). Field personnel shall perfom the ;DE in accordance with t;ie requirecients of t:ie fom 84-flecitanical for thspglicable pipe class.
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I o 8 lT NONCONFORMANCE HEPORT
- 1. Project Name Jots No. 19. 20.
fiidland "* / 7220 "*' g'
- 2. t% tis) 3. O: - ./ Tart No. Hee 4. Itern Dewription . 5. Biens Location o 3-820__& 1-855 N/A NNI_ System Cabinets
- 6. P.O. e- T -- "r 7 Serial No. 8. Replacement Part Class i .Morage
,,, 9. Source 10. Contractor /Suppher 7220-M1 35 N/A era M v'Ev ' n o.
WWUu hkwWHcm
- 11. Inspection Criterie _ }$Lo, _ M-M s 2. AmE A sA T HO n t I E D 93. SMETCH ATTACD4ED I4 Descovered During 15. Emaio Furshed By
"' ~ ~
00== Q SrE c Do?aEa ao. Q_ G-5 O'vEs B"a5" U" U" Gr EC:o OcoaST O TESi OCoiEa7 OEna Or'o 1 G. Honconforming Condition: FIM G-5_ Para. 3d .6 states in part: "A review shall be made to 24. Disposition ConNc r [e REWoRM REJECT ' REPAl# USE AS 89 assure that a correlati_on e exists between the item received _and_its supporting documentation." Contrary to the above, a correlation can not be made between the PMoJE CT F0E LD E NGINEE R biE submitted documentation for 14 Non-Nuclear Instrumentation System Cabinets and the e rtoJS T ENGINy pF DATE - Is Cabinets. Hol_d_pending_ disposition. Noted during receipt inspection. "Q" Ho. ._
. hf%M-6 // ' ' J 'M 5.0118. 4 Hold tags apolied.
"" " N " ' "" " '"
A THons2ED ONSe/CTOM oATE
- 17. neported Of Date 18 Dy Data 25. Disposition Results VhYlidati,wtb T-19 -7(o h'de &OL---
- 25. Houting 6-l9~7is ~
[_J To rsELo Ence wEEneNG g hofq4 NE RS l SPEC 8F V) V Babcock & VI - x
- 22. OField Engineering Disposition OE'o E aa'"E' a'a= a ECo==E aoE o o'SeoSiTion To caosEC T E noinE r.a.a.
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- 23. Project Enyneering Disposition
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g.o o , v o . .. mo . . .. . . . .~ = 0 aau'r 'o aa 'r R.a. surt'.v. o. oaco-ro... . co ""' "' Specification 7220-N209 Rev 14, paragraph 8.1 states in part "F'ncer detail sketches for fabrication of hanger systems clanolfied as hanger crj He~al liy the buyer chall be submittsa~Lo- th5 buyUr- f0r review, approval and release." Specification 7220 M209, Rev 13, paragraph 14 5 states in part "The design of pipe support systema chall include the following items which shall be subject to approvsl'in accor15hd& Vitu article 8 of thcoe specificationo: . . . K) Detail sketMies ror each support or h511ger Ena11~bs propartid showing-- -
. . 2) assembly arrangament, 3) exact till of mater 1EI, . . 6)se1H d6td115. . . .
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g,, p g . Rgu ts_to ProjRt_engjDeerlDMor_tes.DlutJon __Eleid_. suggests _a "use_as_is"_tilsposi _ tion provided a revised drawing and the necessary flDE results are submitted to the field. If ilDE results are required but have not been performed byy the vendor, Pro-ject Engineering shall instruct the field to perform the applicable ilDE . 2 7. . N G .M . . .N G D.,Po ,. . .o M (con't on sheet 2) 3, , . NG .N . . . .N. D.,Po . . .. . . .o L T . Engineering considers these pipe clamps to be standard components and recommends __t ha t the field use "as is.' Crinnell is currently revising their sketches to h_ , pp A f d ,, g. ,b2u - 18U incorporate this clamp assembly as a standard component. Visual inspection is / 7 /g g y jo y.g ' the only NDE required; therefore additional NDE is unecessary. g IrMAf/ g -
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~Spdeification 7220-M209, Rev h, paragraph 6.6 states in part "The design of special pipe clamps shall be submitted for review and substantiated, if requested, by physical test data (e.g., deflection and/or strain gage tests)."
- Av/'K:g-;;y Contrary to the above cited references hanger mark numbers 3-2FCB-28-H6, 21/2-2FCCl-H2 amt,3-2FCB-28-H4 wJo J-#rAff',M/ '
have been furnished with pipe clamps which are:
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F f2fAJ Hoh~~1n agreementilfEthe conflgurations or materlif descriptions previously approved ~~by Bechtel Engineering.
- 2. Contain welded connections for which details are riot provided and NDE documentation and criteria have not been fdriiislied. '
Note: _The confi uration 6 of the clamps furnished does not agree with any of the clamps described in the 1976 catalogue (PH-76) :.or does it appear in Figure 1 of the current revision of Manufacturers Standardization Society SP-58 Pipe Hangers and Supports (1975 Edition) therefore it cannot be classified as a " Component
~Standan1 Support" as d6flii63 in artliilii NF721Df AS!G SsetI6ii III.
A.'c'A~b D_g&r/J& / A/_;_7A C 6 A Nos) / A).Cf'e5-he,,) 0ll[2.c7/ '
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The sketch numbers of the nonconforming hangers are as fo'l'iows: 3-2FCB-28-il6 .- 2-611-4-34 _29-2FCCl-ll2 _ 2-611-4-35 3-2FCB-28-il4 4_ 2-611-4-32 I 9e I . !!04 . .-- - - - __ - LS 10 ---- = _ l 9^29AN seess a
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- 2) P2b. Proccdure is FH-101. Ic y,g ,g g 7 C';) 3.11 produc t.: .icsicned in
, /4*/p.2.ppf
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--A ~l--REAR GRACKET
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MAXIMlJM RECOMMENDED LOAO: 33.500 lbs. F-~R- 'I l (~ A --t SERVICE: Used to ros: rain movement of piping in one T direction while providing for movement due to thcrmal F
; Tt -
I t expansion or centraction in another direction. /'h '"-
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HOW TO SIZE: L T,._ - J
) ': f -
- 1. Select '
strained.size consistent with max. load to be re- - OPTION I CPTION 2
- 2. Determine d; stance from structuralsteel to center of ,t pipe and siiLtract from it, pipe clamp take out (dim '
E) for pipe size beinn restrained and rear bracket .,-N (dim A) for size seiccted. This will give required C to Ii 1-C dimension. Check to be within limits of min. and 'p . g max. C-C dimension listed for size se!1cted. T } u
- 3. Datam ne W ctmcitien by suttracting (2 times di- O l b,hgq9._,,
s j monsion t-) from C C dimension. ; u7 *
h '),
INSTALLATION: Shipped assembled. Securely fasten
- bracket to struc:ure, make necessan/ adjustment in E me out overalllength, and fasten clamp to pipe.
o.a.
] 1'Q,17 i[ {2-e3 ,
a, ,, g ,,d 2y nd zv rod {nd i MAINTENANCE: Ball bushings should be greased
, ei3, ,5;a. a semi-annually through fittings provided. up To 4 *f,, 7 7, - -
4% - 4'n. 7n 8% - - ,
- 4% - 54 71 8% - -
o Effective under either tensile or compressive force. 5he - 6"A. 84 10 10 11'i
,i c Provides 3% inches of field adjustment in either di- 6g - Buh. 94 11% Z j recticn. 84 t o'2hs 10 4 124 ti%
12 4 12 % 14'i o !
;3 10 % 12'2hs I t a , i 13's 13 e 15%
ORDERINO: Specfy figure number, assembly size, i namC. option numbCr il O!ner than standard Configura- ' h.', , '$#') 16 %
/
18'IAs
$~
k' $ h,,, tion is required er nominal pipe size or special O.D., 145.e 1E b 16 4 18 % 18 % 20 % 154 17' clamp material (alloy or carbon stcei) and "W" dimen- 20 % 24'h. 17n 19 % **J Sion. 19', 19 19 % 21 4 24 % - 30'he 21 % 23 23 25
$o ,
1 l';ad (Ibs) e dimensions (inches) 30 % - 3G'ha 24 j 26W 26W 29 % o gp , t:d) cod
% \o assemety IM~N' size man eco min h q
&; pag g i toad eiam A C.C O 0, F N R s T D M 4. f* k , 8.000 1% ! 2 11,633 ,7, 20's 4h 24 5 g I 4R i gg I 3Q Q 1 '/r ?t4 ,g 3 15.700. , 52 in 23 % 003 P 4 _,2020e . 3 2 244 5% 3% 6% 1 2 1"As 5 1 245 27.200 2% 4 , } 26 % 6'. e 4% 1.498 7 1% 2'r 2 g s,
, MAX. C-C = 120-6 33.500 2'n
{5 29 7% ' 52: 8% 1%
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3 24 1.74s g
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9 ph-116 s 0 w,.-
= .
8
ra , steel pipa clamps .-n m A
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double bolt pipe clamp
! fig. 205 p
SIZE RANGE: n through 24 inch. *'
MATERIAL: Carbon steel. .'- i( FINISH: B!ack or galvanized; furnisfied black unfess otherwise specified. Itud Ih SERVICE: Recomrnended for suspen5ien cf pipe re. ! fd;' quiring up to 4 incncs cf insulation and whcro ficxiblity
', .
- of the clamp is desirabie - within the krnitCl on of tem- '
/ b ' '% '
' perature ar d ! cads shown below.
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MAXIMUM TEMPERATURE: 750'F. ' APPROVALS: Cornphes witti Federal Spectfication
' \ gl., .r; ' /),,, VAV.H 171D (Type 3) and Manufacturers Standard!: 3-
, j- t:cn Society SP-69 (Type 3).
i
%d'" j" /n -
v* INSTALLATION: Attachment to the cfamp may be , made with a wcld0d eye rod fig. 278, page ph 44, or
- the welc'ess eyo not fig. 290. page ph 49. -
T. ;{y, , . ,,, , FEATURES: . h ,
-I '
lo;
- Load bolt anri attar hment will extend cu!sido of 4 inch thick pipe covering.
- I
- Lcad ratings meet ANS1 code requiremonts and aro j I; .D i substantiated by laboratory test.
p.t}.g e fi- ' 4, e Rounded corners en clamp ends provide greater i
; safety for personnel.
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ORDERING: Spec fy pipe s;ze, figuro number,.name.
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. t max recom load. the ,s, tor service tem @ wqt -
l pipe ' sin (approx) 6 50'F 750 F a te per 100 8 C D E F
% G H 950 350 70 ' 86. 4 t 950 850 76 21e 2% 4e ' lie x 1 1% O-t% 950 1 'h e % 3 2%
850 'St 1 "4 3e '/'s x 1 1% I, 1% 1545 4 3"o 2' N 1300 234 3e 'ha x 1 1"I te, 2 10he l'h e 1 44 4% ., 1545 13c0 % % x 1% 2% 258 2% 1'he e. 2% 1545 1390 5 ~e 5's 5's % x 1% 272 2% t'he 2"he 4 p 3 1545 6% 5% se 1380 304 2% 1% 5"he
% x 1% 2' N y.
r.2 v.7s'4 2500 2030 55 % 5, e % x 1% 3'/s
'JC4_-P5 2500 C6S 3% 1' lie 74 6% %
or ; _2g0 She x 2 4% g 6 690 3' % 1% 83' 7 ]( j 8 2S65 2065 2555 2555 t143 44 1% 9"he 8% i Nx2_ toa2% 5 _ yj 1315 5h 6ve 10 3240 1% 10'She 9% % o, i 2r'00 t 98,1 6e
%r2% 7% **'
- 12 3210 t 't.. t
_2 __tOli_s,,__1 2830- 2225 7% 'sy_2ir _ _ S%,,_ q 14 43c0 1% 13 11 % %x2% 3835 y 1 3763 9'he 9% to 4300 2 14 % 12"he 3t5 4t37 10 % 2 1% %x3 10"he e. .~ IS N 18 20 43c0 5490 3835 4487 11% ' 2 16 % 13"he 14"he 1% 1%
%x3 11 "he 4 , g" I 4000 t's x 3 4
4500 40t$ 5725 G590 12 4 2 17% ISPs I's 4x3 12"he 14
@'/ )
14% 2 19 % { 17% Its %x3
- ased on me allowabfo stresses shown in the ANSI Code for Pressuro P* ping.
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- 1) All tolerances in accorda,
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ccM 2 wi th.QC7 l2A001 U.N.0. l' . j 2). Fr.b. Procedure is FN-101- !'
., 5 J '<, -
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- 3) All produeta designed in accordance wl.t h IPL File No '
1 '
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,. , . b l If (4$ NONCONFORMANCE REPORT
- 1. Project Name Job No.
- 19. 20
- Midland 7220 No. 500 P ,e.L_oe _2_
- 2. Unit (s) 3. Drawing / Port No, nov 4 Item Description 5. Item Location 1 _ J22Q-M1.15-136 2 Pre 3sur_e___ Gauges QQ_!!old
- 6. P.O. Or T -- " _ 7. Serial No. 8. Heplacement Part
- 9. Souece
,,, 10. Contractor / Supplier 7220-M1 33 s See Block 16 ria __u/A arv a o. SuppMr
- 11. Inspection Criteria h 0_._J._$7 s t. AsME AUT HoHl1ED
% bn c R W Rcox !
- 93. sMETCH ATTACHED 14. DiscoTered During 15. Equip Furnished By Oowo Osrec '/g,T u ra ao. 11^-l M10 O'v='s ~ ~O"~o Oves Bao g,Ec:o Ocons? O Tasi Oct raf Oraa Orto
- 16. Nonconforming Condstion:
- 24. Onposition Concurrence 1 gauge _for the__ Lithium _ Hydroxide _ pump lischarge pressure is ;
_ nester newonu neras ust as es marked 620-0013LICA-PJ-1.!LD__lPI-052hB: the__ e packing _ list _is_ marked 620-0013/lCA- ,! PIh-lPI-0.J03. l_ gauge for the Doric AcidAump_discl).argea ressure is marked 620-c#d#. PnOJECT rtELD ENGINEgn __DATE 0013/lCA-PI4-lPI-0503;_the_ packing list is marked 620-0013/lCA-PI-llsB-lPI-0524B. - .e
/
D 1 Eauge for the Doric Acid pump discharge pressure is marked '620-0013/1CA-PI6-lPI- ' C1 ENGINEERd[h* AT[E/ ews, / - 7(;f 0505: the packing list is marked 620-0011/lCA-PIlhA-lPI-0524A. YoJf cTtdnsin o'c ancen fe DATE t
' Auv Hons r E D .NsPECTOR DATd Cont, pg 2 b
- 17. Re ted By Date 1. ~ , ed By Date 25. Disposition Results b Cs- R -24 ~?A. ?W.f" Y- UY" b
- 21. nousing O To resto ra ceurenin o ghq queens tsercerve f /
V Babcock & WIIcox ;
- 22. OField Engineering Disposition Or'='a ="c'a= = a'aa arco === aos o o'$ro5' T'oa 'a rao'ac ' =aa'a= = a'aa
- 23. Probact Engineering Disposition S
. ......a f / j t- .s.T-........s......
y.AT. &,,jl
e .. - b NONCONFORMANCE REPORT (CONT *D) . . r.o r 2_or 2. . . c o ., 500 Block _A6_ Cont. _.__1_ gauge _.for. the_J1ydrozine_ pump _ discharge _pr_ essure _is_ marked _620-0013/lCA-PJ14 1 .lPI-052hA;_the_. packing _ list _is_ __ __ marked _620-0013/1.CAPl6-lPJ- 05Q5 ._1Li s_ ind e_termi na t_e_1 n _ ea ch _ case _vh i ch__ mark _ number __i s_corret __.slu ring _ receip t_ic f;pec.t. ion . "Q" Ilo,_.5._Q118. __S _ I!old tags _ applied.__ Hold _pendina_rinal_r.esolution.__ L Elock 16 continued Furthe ._ranea ch reveals _all_ item _lisied._on.__this_NCitate non_"Q", fro _dispo_sitio_n requir_ed_.per_Qilality - ControLProgre.m. f pl._ pv' I l 5 I tesse-a WhheCopy - Oele onesee ' Cenery Copy - F lohf Engineer h Ple* Copy - PQAE Gehtenrod Copy _ OC I.
.- 15.1
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- [' %* ' l, i , . ,
* , v-NONCONFORMANCE REPORT
- 1. Project Narne Job No.
7'. ~ Midland 7220
, 19.
No - 502-
- 20. : i.
pa,s 1* os 1
- 2. Unitts) 3. Drewing/Part No. Rev
- l. g
- 4. stern Descriptiori Aux Eldg 7220-E- 5 3 5 10 PVC Conduit
- 5. Iten Location : , ,. j
- 6. P.O. Or Spec No. 7. Sarial No. 8 Regdecoment Part Slab @ 584'0"O '
,,, 9. Source 10. Contractor / Supplier N/A 1BC007 rin N/A nEv aO. 8/d_ Construction
^,$
.s'/
i t, inspection Criteria ,,C l.1].]] N/A -
- . , ; 4.*
en e 2. ASME AUTHORIZED 93. SMETCH AYTACHED
"' ' 14. Descovered During c ' t 15. Equip Furnished By QOWG OSPEC DoTwEn aO. 777n_T:_47 o 'Y E,"'* """g"uo" O T E= D" '~
- 16. Nonconforrning Condesion: DaEC o3 coa 5T O TEsv OCt'iEa? Orao Rrto
. 24. Disposation Concurrence .
During_the_chippingaLconcr_ete_in_htx_ Bldg _5.8.4'0" slab _to_ expose REWORK conduit IBC008 for repair, conduit IBC007 was also damaged. See NCR 496. 1 REJECT rrEPAIR x USE AS SS Q List #3.006 1 QC Hold Tag applied. s Work has been stopped pending disposition. O _ 3ELDEN 6
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DATE fly. _(,_ e TIT I / f $p p EER 1^ to.6-74 DATE (. 'r PR JECT CON TR QC ENG9 NEE R _% . &/f-DATE Z< . AUT HORIZED th5PECT OM DATE Date Vatid Date 25. Disposition Results
, x'RepoSrtedm e as-u 412amed ByA +
- 21. Routing' / Q To rer'n EncewEEnsno P2< =7s ccmir Remmed '
Orierd Engineering Despositior. O TclrVH l Ens isPECer v3N PRf MPODr?0AJ
- 22. Or'E'o E aa'aEE a'aa aEco==EaoEo o'5 oSifiOa To eaoJECT Eaa'aE Eaias i j
_. L - _ ,) Field Engineering reconsnends removal of concrete necessary for repair of danmged &g_ - gg , (7, 7(, ! TVC conduit 1BCOO7 per repair procedure ac dispositioned on NCR)496. ,
,7 ,
PM 6c2 9pc 43A~ 9-74 !
- 23. Project Engineering Dispositiari 38 f8hO/ Y 'h) 0 Vf0 l[$0$/ 00 0// N &/} p%* /f f~
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. M'X'h QC ENGBNEER
/, -+ 2;_
DATE o s [ S AUTHORIZ E D INSPECTOR DATF
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NONCONFORMANCE REPORT .- Ib
- 1. Project Name Jotn No.
ha
~ ~
19, 20. / 4 Midland 7220 Na- 505 p.,. 1_,j
, ,1
- 2. voeito 13. or..ingte., No. ne,
, #2 , 7220-C-615 8 4 siem oe.c,6peion Containment Nozzle 2Z-86
- s. : em toc.iion MW" g.)
- 6. P.o. or Spee No. 7. Seelal No. 8. neplacement Part 9. Source Az 207", Elev. 668'6"/;,jgh.
,,, 10 Contractor /Suppsiee s N/_A N/A r'" WA arv a o. Construction
- 11. Impection Critela
, ,, n o' sa. Asus aurnonezzo e s. .ncycu N/A_
a,,,cuco g 4. onco,e,ed ouring 15. Equip Fineushed By O o-o Eserc Dorara ao. 77?n_r_111 o ,c.
$NsPECuloM n E Q:n goo 9"o once.a Scoasr O rcsi Ocusar Graa Orto
- 16. Nonconforming Condition:
- 24. Dispnsition Concuerence In_the_As-Bui1Lcondition,_nozzin 22 86_la_ located _.at_Az 20720R' instead of Az 207 . The As-Built location is 5/8" beyond the +l" tolerance allowe <t
- o. o.. -. ,.cv i onus- use as.s e
; s- /c by Specification 7220-C-Ill, Rev. 9, Paragraph 8. 2. 3. _ e,1,*c/,t&[ww,g. c /7c up to concrete embedment.
Work may proceed ( E C'r F S Elo NG
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FANI9/r4 M M OfLIIold_Taggt. pp11ed. 3 Gi8t E E R oavE
,g consta oc == incza
. //-2176 nave ggg - -
auenonizro sasecevon oars n n.ie
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- u. neconed
- 21. no iino (i,J= ny &
(X 1 o " ='a ra a'a c= a'a =
&* ' 2-4 ~ 74 t.hshvX&
died av
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awC o.l. rs. oispoiiioa nesuite
- 22. Ori.id En,ine-ing oisposnion 0 I"f'"""' "" U g"= 'o r a c' a == a' a o "< co = = = " o = o '" ar'"a" r ""o'c c ' = "a'a c r a '" a Use as is-Field will makeMjustments,_T_h.is._jS_the hydrogertexhausLnozzle siceve:
- Be h_ydrogen-exhaus t-nozzle-is-4-diamete, . b "- 4
/. ,A etuhc. _
, %,gp y g/a././u O 3 \'f.2 9 3 Q ,
- 23. reni.ce Engineming Disposition
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#.* \ *** ' '.k . * *4 *r *.
Accept as is, field to adjust hydrogen exhau . y.r y . . .
.s ~. .. e V. 6 a s i Tin u s line to suit. - [- j Q' . Mer rm_ sync,gn W l 'nin r l MIo[[r}h(,1} ' I?=,[fyjklIM hQ n , , ,,
,1, Rationale to suppo,rt the "Usc-As-Is" disposition by P oject En ncchin r,$ I / bb _f/
. , '~ o re 3f f_
,', requested in QCF11-2528 is provided on_ Sheet. 2 \n gy.. , _ M. ,. . ,
occusineca g1 q,*,.j*,- aurnonozc o ensrecron o w - _ _ _ _ _ _ . _ - _ . _ _ _ _ _ _ . _ _ _ _ _ _ _ . _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ . _ _ - _ _ _ _ _ _ _ _ _ _ _ - - - _____-_ - _--___..-___ _ - _~__-____
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I ' N06]C0NFORMANCE REPORT (CONT *D) e .a,_2_._or_2_ . . <,, ,,o._5 0 5 _. Block _22_ contin d. Conditional Release: Work may proceed up to concrete embedment. O
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G w m _10-/1~ 7& (\ PFQC_E y y -1_Wr// f) */55k?
$ .I_ q_f 1oA#1/. # /c .7l.1- J - s 2,
( B]ock_23:__ Cont _inued _ _TleJ.ipe_pa.qsing through this_fenetration_will_be_ adjusted _to meet _the_as_ built _ location _of_the_ nozzle-The change of stress in pipe due to this adjustment is acceptable. O, , Engineering requirements for field adjustment will be defined in the / -- "I Piping System Erection Fit-up Control Specification M-214. //'<(th._ / /'p/g 1 m ~ cQ6-link 'bly -
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A NONCONFORMANCE REPORT '
. Project Na,ne Joi> No.
is. 20. 3 Midland 7220 No. 506 Page _1 of , 2 Unitts) 3. Drawing / Pet No. nee 4. Beern Description = 5. Itern Location . 1&2 N/4 N/A Expansion Type Concrete Anchors Aux. Bldg. '
- 6. P.o. or Spec No. 7. S*rP No. 8. neplacernent Part
- 9. Source
, , , , 10. Contractor / Supplier ' , -
7220-C-305 Rev.1 N, 4 r/wN/A nEv ao. _NIA_ Construction N/A St. Inspection Criteria , en eso. ca. ASME AUT HOME Z E D 83. SMETCH ATTACHED 14. Discovered During 15. Equip Fennished By Dowa LYSPEc DoTaEa No.722M305 Revul O v"E s "dh o" O'*" U" O. Ecto C2CoNST O TEsi DCuENT C1 ens Ort.o
'*- """**"'*""'"g cond.i ->n:
Specification 7220-C-305, Rev.1, Section 4. 5 states in part, 2*- D'.*"'i*" conconene.
". . . In thC event it is necessary to Cut more than one rebar per connection, prior "E=oaa =E>Ec7 a E Pa' a u=E a S 's l -_ Y yproval must be obtained from the project engineer. . . " Contrary to the above, g/ ,
two rebar have been cut at IIanger 18-2flBC-133-II6 without prior Project 'g,'"
"[' {"" $7
_ Engineering approval. Nonconformance noted during QC surveillance. ^/[.z -7/c, "O" list No. 1.202. One IIold tag applied. '
*"O"***@""*" '
AUTHORIZED ONSPECTO89 DATE s # l
- 17. It de Date 18 Date
-A Pe/; n
- 21. IIducing By{ r.nw y,GLdatedkBy ;7- z,n6 25. Disposition nesatts Q 10 r:En.o rNGINELHING Q 'd T H E RS (SPEC 9 r
- 22. QField Engineering Disposition OrsEs.D ENG3ME ERtNG RECOMMENDE D DISPOSITION TO PnOJECT E NGletEE RtHG Use as is. Field investigntion shows that the bars cut appear to be one horizontal and one diagonal trim bar which were placed around the , opening l for pipe penetrations. h d Q y,/7 4 k[ 7/j 7/yg
- 23. INolect Engineering Disposition !
W Ihe_subj ect_ cut _bara_nte_lacat.ed_along_ cal - linn c betwenn eni- l ines_2.A_and_7A There are five penetrations and a construction operiing in this area. The diagonal trim" bars and additional borizontal_hattarmtud_.thesc_oprningo_are_nverlapping_in._this area. Cutting of one diagonal trim bar and one additional horizontal bar will not [ M[// / / affect the structural integrity of the walls._ Bayed._pn_AhQYC,fDRine_Cring_ Concurs _With_ -_ Ocj /NGeNv En o the Fle14 recommendatiort_on llangerJD-ZllRC-133-Il6_to "use_jls t , , , - Af,MM'.% /,/r J/// 4 @ q _ s -
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, gF , NONCONFORMANCE REPORT , s' ' t , Project Noene Job No. I , gg- 20. Midland - ' 507 Page.l._ol 1 7220 No.
- 2. Unit (s) 3. Drawing / Port No. Rev 4. Item Description . 5. Item Location Conunon N/A N/A Concrete Mortar Sand On-Site Bath Plant
- 6. -.P,0,-Or Spec No. 7. Serial No. 8. Replacement Part
, , , , 9. Source 10. Contractor /Suppleer b, C-230, Rev. 7 N/A "" N/A aEv a o. Subcontractor Champion, Inc.
. enspection criteri.
, ,, y o ~ . N/A i s. AsuE AuTuoaszED 13. s=ETcw ATTAcuED is. Descovered ouring u Oowa 19s Ec DoTuta ao. C-230, Rev. 7 ""
U ' U" is. gp r rmihed er O'v E 2"G"r.o" Ontc:o Ocoast 29 tEs' OcuE=D="1?DED is. Nonconto, ming condition: Ukdm MMW%_ hw 7 Pmg@ MA mum "M # " ' " ' " ' " * " ' ' ' " " ' _ pack mortar shall be .... well graded concrete sand conforming with ASTM C-33-71a or f* E w O R M REJECT RE P A0R USE AS IS _ y & ASTM C-144-70." Contrary to the above, the mortar sand on-site has a water demand, de%/~ ^ 'A CT F 0 ELD E NGSNEER s4-f. 76 DATE ratio by weight of 0.667. ASTM C-144-70 requires a maximum water demand, ratio by , 2 m;y44um g,yg. weight of 0.65. It should be noted that the majority of the non'-conforming sand fg _ )_h[st J DATE//-y/f(f MO ECT . CBIt remains stockpiled at the on-site Batch Plant, however, a small portion of this s AU T HORf 2E D INSPECTOR DATE sand has been used for minor repair. This nonconformance was noted during acceptance 17 (t s eted By Dat la a i e By Date
- 25. Desposesion nesults
- 21. Routing
. W YhO
- f f/)? h I Qhf gpj pg ,,g Q To FRET.D EN G9HEERf No Q 'T 04 [E RS (sPE CIF Yl
- 22. OField. Engineering Disposition GF'E' o ENG"'EE"ena nEcouuEnoED DasroseT eon io PnosEcT EnoenEEnono -
BM _~r r *h n'O e af2 &r /A Y$E -
- Change the specification requirements of 7220-C-230 Rev. 7 paragraph 10.f4 to read g g/" Mf / , ; "
"2-1/2partsofsand. The sand shall be well graded and from a source approved for us = in concrete #
on the site". This change will allow " Accept as is" f[ df/ r-resolution for this NCR.
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- 23. Project Engineceing Dissmsitioes
/ ./ 7m y
l s See pane 2 for Pro. ject _ Engineering Disposts ion. ' 8 s1 / / k b Od ENG0kEE a dATE
/
^
AUTHOR $ ZED $NSPECTOR DATO
- 3. I
'O [$i. g e
. onn*:a s.- e *
- - ' lock #16 Continued: NONCONFORMANCE REPORT (CONT'D) . poo r. 2__o,_ 2_. , e ,,c. o_5_07 testing of the mortar sand. One hold tag _has been applic.d._ Q-List _is_1.105.
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Block # 23: Project Engineering Disposition * ~~ The gradation of the subject non-conforming _mo_rtar sand is as follows: ' " ' SIEVE SIZE -
% PASSIl1G No. 4 100 - -
3 No. 8 99.5 - No. 16 97 No. 30 86 tio._50 27 No. 100 4 No. 200 1 Since the mortar sand fails to meet the gradation requirements of ASnl C-33-71a and the water
, demand requirement of ASnt C-144-70, the non-conforming sand stockpiled on-site shall be rejected.
Hinor repairs which were previously made with. the sand may_be "used as is" provided_they_are non-structural. C 4 1 /J-7o'76
, ':Aty- _ yM w ao.zc
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5 t i __.w..____. _ _ _ . _ . _ _ . _ . . _ - . _ _ _ . _ seees a _ _ _ . - _ _ . _ _ _ - - - _ _ _ _ - - - _ - _ . _ white Copy gc .c.g. s Deise nster Cenery Copy . - F low E nginese Periet Copy - POAE CoMeneod Copy - OC l
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. t NONCONFORMANCE REPORT
- 1. Project Narne Joh No. 19. 20 Midland Plant 7220 *
. Ng. _ 510 p.,,_ 1_,,, 2 :
- 2. Unit (s) 3. Drawing / Port-ffo. new 4 Item Dewripteon . 5. Itern Location Common Varies Inplace Soil Density Tests
- 6. P&er Spec No. 7. Sesial No. 8. Replacement Part structural Backfill Area
,,, 9. Source 10. Contractor / Supplier ;, .
C-208, Rev. 7 N/A r/n JM errv n o. Subcontractor United States Testing', Company i t. inspection ceiveria N[A asur aurnonarco ..sc,cn
, ,, n o C-208. Rev. 7 i r.
e s. ,,nenco i s. .. e,,eg,,,i f, ,jff is.r rurnished ay Dowa tQerec Dornca no. O 'v c's ' "G"e o D ' U" Ev'Ovesi Oct = On Oeno Or'a Specification C-208, Rev. 7 Para. 9.lc states: " Field density !"*" tests for sands and fine material in accordance with ASTM D-1556.. . ." ASTM D-1556, [" " ' ' " ' " Q
3.5 states
"The minimum test hole volumes suggested in determining the in-place y gg /pfr/g density of 1 mixtures are given in table 1." h/ Haximum Particle Size filiilmum Test Hole Volume Ft 3 - [ ostcr cons'in ocincineW
#4 Sieve 0.025 aumonir r o .usre c ron anta 1/2 Inch 0.050
- 17. eported D 1 alidated By Date
- 25. Dispositeon nesults m %patph l A ' A b f. 0-2 -]b
- 21. nouti.ig g to ricosa tuonntenswa Q mins esetcarv
- 22. Driefd Engineering Disposition M"'Lo E"o'"EE"'no hacouusnoso oesroserion To rnosecr enosurenano Field recommends use as is. Gradation tests on material placed 6/28/76 through
~
7/14/76 show 3.4% to 17.0% material retained on #4 sieve. Therefore, material is borderline between '3" max. particle and #4 sieve sizes. Note: Field soil technicians visually examine soil te'st sample to det'e rmine volume of test hole. Volume is : increased proportionately .to coarseness of material. Since material is borderline, '
- 23. Proieci rngineering Dispositi "
The average ;,ercentage of material retained on thdcon't on 2 1
#4 sieve is 9.3% or approxim 6Bly 6.0 in3 from an average sample volume of 64 in3 l (0.037 ft3). ASTM D 1556 gives onlyNsuggested minimum test hole volumes based on the maximum size of particle. For the 43 density tests, an average of 6.0 in.3 of materi I retained on #4 sieve will not significantly affect the results of an in place p_ _ j, ,
density test performed on an average test hole volume of 64 in. Therefore Project ' _ a[gy[g Engineering concurs with th Field recommended disposition to "use as is." "C * "'"'*" "^ hil Y ll # 7-76e gf gg a vu na r r o inser cion o
. , s 2- Block #16 Continued
_ NONCONFORMANCE REPORT (CONT'O) . . ea _2_o,__2_ .. ,,c, ._ji10 Contrary to the above, a trend. of coarser structural sand was_ experienced _from_6-28-76_thruJ-14 W a_wnn documented by 6 incoming structural sand gradations during this period. The results were respectively 6.9%. 16.6%, 17.0%, 3.4%, 7.0%, 5.1% retained on the #4 nieve. During this period, the materialMould'have been ' classified as 1/2 inch maximum particle size instead of #4 sieve maximum particle size as wa's used_ prev.iously_to this coarse trend. However, the test hole volume was not increased, subsequently 43 density tests failed __to meet ' 3 the minimum volume of 0.050 ft . These nonconforming _ test are identified as MDR 403 thru MDR 445. The volumes range from 0.030 -- 0.046 with en average volume of 0.037. N* t .. , , Nonconformance was_noted by Bechtel QA during audit number 18-2-4. No hold tags applie_dEQ-Listi is 6,101, Block 22 con't. - I t'ie avg. volune_ of 0.037 ft. 3 is sufficient to produce acceptable and representative results for tiie material tested. A9 CA 7/ & $4:q'50 /3 //-16 G31Jw4m / d/2L
-! J / /
g u f-y' ("//'// 6 , y' u .- h e D 9 ____.__m.=__ I i we.a.. C.,y o. i.in.. m.r Cea.evCopy - F a.ed E a.insee o copy
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_ _. _ . . ' . w - . - - . '- - i NONCONFORMANCE REPORT ,./ - *-
- 1. Project Name Job No. 19. -
- 20. '*
Mid1nna 72?O No ' - 519 P.f._l' or _.11'-
- 2. Unit (d 3.
i
.s * -
Drewins/ Port No. Ree 4. Item Deweipt.on 5. ,etem Location com::en ' g,- pig ~ g' ,q
- 6. P.O. Or Spec No.
7220-c-20(LIR) Serial No. 8. Replacement Part 4 clear _ corer _Yor_SlebReittforiina 624 '-6" mabs -
- 7. 9. Source
,,, 10. Contractos/Suppseer , ,' # % . ~~
fi/A
- 11. Inspection Criteria ft/A "'" "M "" " -
Constr2ction R/1
'- 'I
,, no .M/A e r. As=K A ss T H o a8 Z E D e s. sMETCH ATT ACHED 14. Descovered During 15. Equip rurnished BF Qowo O SrEC DoTwER No. d N ic M E O 'v"E s'" ~O"~ o Dvn &o y ,C.o QCoNsY O TEsi DCoiEMY Gu4a Or'o
- 18. Nonconforming Con @ tion:
,, 24. Dnposesson Cor.currence .
REWORM I REJECT 8tE P AI R USE As es Loc _ated South of "C"_ Ling._Along 5.6 and 7.4 Line. Varies between 2 andj -l[2 _ A inches. 62 Dowels are affected. 3/4" (+ Tolerences) is the Normal cover specified. m w rc r f[ '). 8 3 * /(C1 c. }Mo u-//-//536
'Q' List No. 1_.201 1 Hold tags applied. 4 g 03ECT FtELD ENG8Me R DATE t/- 6 74
- h J CT NG8MEER , DATE U U[ ./! '
/ CONSTR QC ENG EER DATE AUTHOR 8 ZE D INSPECTOR DATE
- 17. Reported W Date 18. d By D. ate 25. Desposesion Resutts
. f/ yj. -
9-/3 -% ye./1 (/ -IP7 (,
- 21. R6ut7TIg Q To F9 ELD ENGINEE RING Q 'T HENS (SPECIFY)
- 22. Ori.ed Enaine in, Dispositin,. Or'E'a EaciaEEa'ao aECo==EeroE o n'=eosn'oa To eaosECY E Na NEE a>Na Field Engineering recomends "Use As Is"., Route to Pro, Ject Engineering .
for disposition concurrence. [ . YO ' 9 7f- ' l
- 23. Project Engineesing Desposition f "W .
For_ Lop _dowela in t h r* c1nh inrrcased_cicar envnr nf 1 1/2" in acceptable: i There are no safety implic tions involved so Proicct Engineering recommends "to_usc_an in". b , Y [A l gg-OC ENGINEER iu .u. DATE AUYh0 RIZ E D INSPE C TOR o
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p NONCONFORMANCE RErORT { I. Project Narne Jots No. 19. 20. _ 131dland "(220 "*- "* *
- 2. Unitts) 3. Drawing /Part No. Re7 4. Biene Description 5. Item Location . t Units 1 & 2 See Block 16 N/A Pipe Hanger Assemblics QC Hold Area
- 6. P.o. or Spec No. 7. S*elas No. 8. neplacement Part y, 9. Source 10. Contractor /Stepplier *
'Z220-M-106AC See Block 16 " aEv a o. Supplier
- 11. Inspection Criteria ITT Grinnell, Warren, Ohio -
,, ,,c,, _}I/A s a. ASME AUTHOM82ED 93. SMETCH ATTACHED 54. Discovered During 15. Equip Furnisfwd By Dowa I] SPEC DoTaEa NO. lf-209 Rev. 5 g ',",5"
, c " "O"N O DvEa O"
- 16. Nonconforming Condation: GaEC:c OCOaST O TESi OcoE=TOEac O*'o 24 D,isposition Concurrence NEWORM MK3ECT REPA8R USE AS SS
" Parts.__lis.ts_ required shall contain the name and number of every_part for the equip- ,
X j ment and its auxiliaries including drarwings in sufficient detail to locate and h &,f.g M [([g ident.My each part." Contrary to the above, the following figure 211 pipe clamps
~
[,jggh [ d"[ h /;,7/it , DATk were delivered to the jobsite and do not conform to the applicable sketches Bill of , T Efx.eNGINEE
- c. fthg p-/ 7 - 76 lbterial. These clamps were delivered as Figure 211 pipe clamps and the clamps ']""p** f["" g "^" i }^J{% '
^" " " " ' " ' " ' ' * " ' '
17. Con't rc. 2 Date
/chn pegreed pysZ S V/W716te
- 21. Tsouting Q 70 reELD ENG8HEEptNG 9bs/76 ,h W7uJy' ' ted Dy Date 911.V76
- 25. Dispositions flesults Q 'T HERS ISPECS
- 22. OField Engineering Disposition 0$rfELD ENG)MEERING RECOMMENDE.D DOSPUSE TSON TO PROJECT E NGINE E R0NG f.
, n/4W Route to Project Engineering for resolution. Field suggests a "use as is" dispost-
[[sgf. 7)g_cI ff w0MWh./r ///x /7f tion provided a revised drawing and the necessary f1DE results are submitted to the field. If f1DE results are required but have not been performed by the vendor, ; Project Engineering shaIl instruct the field to perform the applicable fide.
}{4'. L $c)-24 '?C. [VWa"7/W/7f
- 23. Prolect Engmeering Despositiove '
_ Engineering _ considers _these_ pine clamps to be standard components and recomends that the field use "as is." h[innelliscurrentlyrevisingtheirsketchesto j incorporate this clamp assembly as a standard component. Visual inspection is the ,, ' _only_yDE_re_quiredi_thereforeadditional_NDEisunecessarv./ [[ , b,#s O
$2"Y'26nsAnibeht ou bNG8MEEARak6_DATFj,' u .
AU THORIZ E D INSPECT On DAT , 3 . N'
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{ REARm etvers mvat BRACKET -RCD END (L.H.) f E- q . ,
-RCD END (R.H.)
\ JAM NUT \ -- R --
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GREASE FITTING -TkPIPE CLAMP 3
- l'0 Thi~ AQ. / rig un?rt*wr.s t_ p p i
( , W- ' w,eweg, ,,ua, maximum recorkmended load: 33,500 lbs. '
--F R- '
-AM service:Used to restrain movement of piping in one I direction while providing for movement due to ther- f, mal expansion or contraction in another direction.
l f - { t how to size: *
?] ,_- T "'/ '
- 1. Select size consistent with max. Ioad to be 8 - _
restrained. CPTICN I CPTION 2
- 2. Determine distance frcm structural steel to cen- I
- ter of pipe and subtract from it, pipe clamp take , ,
out (dim E) for pipe size being restrained and j'J s rear bracket (cim A) for size selected. This will give required C to C dimension. Check to b a __l _ _~ {N 4 ,,, q 3[
' M 'i within limits of min. and max. C C dimension - M L/N d - f' '
listed for size selected. 0 1 L~* WW '7 # g
- 3. Determine W dimension by subtracting (2 times dimension F) from C-C dimension.
I
'- 7 To 3-
//coh cif
- Installation: Shipped assembled. Securely fasten bracket to structure, make necessary adjustment in .
overall length, and fasten clamp to pipe. g, ,;,, l','j"'j'/ ",1'j" 8
, 6j" f[j" nd 5" sad maintenance: Ball bushir.gs should be greased O'D' di"' di"' dI*' **
semi-annually through fittings provided. UP TO 4V. 7 74 - - 4M 4X. 7M 8M features: 4H . sh 7M 84
+ E!!ective under either tensile or compressive Six sy to force. ,$ M.. s'X.
a'k. 10 11 4 SM 11M ttM 12 4
+ Provides 3M inches of field adjustment in either su .10'% tch 12M 12M 14y direction, 104 12'V. 11 4 13 4 13 4 15M -
124 44% 12M I4M 14 4 ordering: Specify figure number, assembly size, 14!; . ts'4 13!t ism tSM 16 17M name, option number if other than standard con-figuration is required,on nominal pipe size or spe- 3,3 , 3,y, 3,y 3,3, 3,g 3,3 itM .20v. 15 4 17M 17M 11M cial O.D., clamp material (alloy or carton steel) and 204 24X. 18 3 isy ism "W dimension. tiu 24 M . 204. 2tM 23 23 . 25 dimensions (inches) - load (Ibs) ' ' ' rod ., assembly mar. end min. " size load diam. A C-C D D,
~
T N R_ s T 1 8000 14 2M 20 4 4'1 2M ! 3, IM !!; .393 2 11.630 tM 2M 21 4 4M 24 SM IM IM ~iis 3 15.700 IM 3M 23M 54 3%. 6% g 2 t'X. 1.247 4 20.700 2 3M 24 % 5M 3% $M 2 t 'X. 1.245 i s 27.200 2M 4 26 % GM 4M 7 IM 2M 2 6 33.500 20 5 29 74 SM SM IM 3 2M max. C4 = 120" ph-137
* * '
- O GNe e e. .m . n e mo, "
-_'- mm _ "- ...L = . A A '- - -- - = A
. u .,
... t 9 .e -4
- NONC'dNFORMANCE REPORT
- 1. Project Name Job No. 19. 20.
Mid_ land 7220
"*- 524 "*'* 1 *' 6
- 2. (Jnit(si 3. Deswing/Part No. Rev 4. sterr, Description . 5. Item Location .
Units 1 & 2 See Page 2-6 N/A Non-Nuclear Instrumentation
- 6. P.o. or Spec No. 7. Serial No. 9. Replacement Part QC llold Area
,,, 9. Source 10. Contractor / Supplier
__Ji-L35 See rg m2-6 ria N/A aEv a o. Supplier nabcock & Wilcox'
- 11. Inspection Criteria [g{I ,, go, J.Q 4 e r. 45ME AUTHORlZED g SMETCHg" ATTACHED 14. Discovered During
- 93. 15. Equip Furnished 9y MP 1gs stesrECTeon RE o:D Dowo GsrEc DoTHER N o. O yE, gHo g,EC:o DCoNs? dTEsi DCuENr OEac Or'o i 1 G. Nonconforming Condition:
- 24. D,isposition Concurrence
"'~ "" ""' * ""
" Review Material Certificate of Conformance and Code Data Sheets (if applicable) for availability, legibility and traceability." Contrary to the abc,ve, equipment listed g on_page 2 does not have a Material Certificate of Conformance available. Hold PROJECT FIELD ENGtNE E R
__DATL E_ ,ENG8MEER pending disposition. Nonconformance noted during receipt inspection. "Q" number - .;rg/j h d gg DATI
./ / '7 b 5.0118. A hold tags applied. pn.th or .,ynn.ch royoni, oli
' '"ff **
3 AUTHOR 8 ZED INSPECTOM DATE
- i t am 11,* ad on thi s NCR nm non "O". Mc,disno':ition "onuirad ner Quality Cont-ol n: y
- 17. reed D Date 1 i ed By Date
, set n Results
-/['/' n "O' ,4 1
- 21. Routing TO F9 ELD ENGINEERING O k ttMSS {SPECIF Y) I
- 22. QField Engineering Disposition 0"c 'o ="c'a = = a'aa a = Coa"t aos o o' sed 4"'o" 'o raoc' E aa'a == a'a u '
- 23. Project Engineering Disposition W
) - A l Q ENGINEER
_ f** DATE f/b
/
M AUTHORIZED BNSPECTOR D u
." .. w'"
~
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