ML20038B841
| ML20038B841 | |
| Person / Time | |
|---|---|
| Site: | Midland |
| Issue date: | 11/25/1981 |
| From: | Jackie Cook CONSUMERS ENERGY CO. (FORMERLY CONSUMERS POWER CO.) |
| To: | Stello V NRC OFFICE OF INSPECTION & ENFORCEMENT (IE) |
| References | |
| 14623, ALAB-106, NUDOCS 8112090146 | |
| Download: ML20038B841 (500) | |
Text
'T Consumers Power .iemesw cook ,
h fhf Vice President - Projects, Engineering and Construction General offices: 1945 West Parnall Road, Jackson, MI 49201 * (517) 788 0453 ., @
N '\.
November 25, 1981 // gb,,
o Y c %g+ l4 ,3 Director of Office of Inspection M h and Enforcement g%
Att Mr Victor Stello A ,~
US Nuclear Regulatory Commission Washington, DC 20555 M_ \ gi(g MIDLAND PROJECT - ALAB-106 MOIG'HLY REPORT FOR OCTOBET.1981 DOCKET NOS 50-329 AND 50-330 FILE: 0.h.6 SERIAL: lh623 In accordance with Condition of Memorandum and Order ALAB-106, dated March 26, 1973, and Amendment No 1 of the Midland Flant Construction
< Fermit, enclosed are ten copies of the following documents written or closed during the month: Bechtel Nonconformance Reports; sheets from the Bechtel Nonconformance Report Log; Bechtel Quality Action Requee's; Bechtel Management Corrective Action Reports; Bechtel Quality Assurance Findings; Bechtel FLAGS Que.lity Action Requeste; Babcock & Wilcox Reports of Nonconformity; Babcock & Wilcox Inservice Inspection Nonconformance
- Reports; Consumers Power Company Nonformance Reports; Audit Finding Reports; Quality Action Requests; Corrective Action Reports; and Management Corrective Action Reports.
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L WEB /lr CC: JGKeppler, USNRC Region III (w/ene)
RJCook, NRC Resident Inspector, Midland Site (w/ene) s h 4 i
' 8112090146 811125' PDR ADOCK 05000 R
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' BECHTEL Closed NCR',:
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LOG OF NONCONFORMANCE REPORTS I
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.no,ccr u mur ' Midlnnd som No.i 07220 pace s 152 enc no. oave noscou ronm anc'c ocscnier nau / waua nns o[seo. c^ fo',"'" cLosco av 9-7-79 E-7AC. Macnetic circuit breakers (AEO-19345) no shon insnection re- Doc.Rew
! 2518 "*
~
lease: documentation does not cover certification for fuse refills.
Reiect 9-10-79 Her. Skt. 0-618-1-23. Plates welded to stanchions in combo shon w/
l Use -
'519 9-19-79 C. Croat l filler material drawn w/ a WRGA form which is used for Non-0 items. As Is t
2520 9-10-79 FSK-JBI-0024 Mislocated anchor holts broken inside & crouted.
12-21-79 i
without removine the broken nnchor bolt from the concrete. Rework E. Urbanawiz
"- "" ' "" ^**"* "" '""" ' " "" " " " E12 2521 9k0-79 inn terminal
" ^
begrd nanels are damaned. Rework 9-26-80 R. MacGlashan
- ^ I" " ""I' "" #"" ^ ^ """ " " """" ""
2522 9-10-79 Reject 2-14-80 J. Kramer 9-10-79 E-651. Welders stamn npolled tu Col #16 of conduit gunport which loc.Rwk.
2523 4-7-80 was under a hold tan for NCR-2490. l iseAsIs J.W. Miller
- "" "E -
^ " """ "" " "" #"""'#" ' "" #" ' "^
2524 9-10-79 N/A 10-16-80 A. Lobrovich Dwg. E-703. T.S. cut down used to install trav supports which doen Rework
_ , g not meet recuired dimension. Ronnir 4-24-80 D. Hallenbeck Pino Snool 1" OHCC-64 has nn excennivo nmnunt nf whnt anponrn to ho 2526 9-11-79 the e,nnxv umod en envor finnrn_ N/A 8-19-80 J. Cruz
, Sk_ #0-619-4-20. 8 lugs with the identification of DKl-8 han hnen N/A 2527 9-11-79 installed for hanner #14. OHBC-17-Hl. 10-30-79 E. Urbanawie
^4 - ^^ "^ " """" "" """#'" ""#b "9""""" "" h" h" 2528 9-11-79 heads. Reject 9-24-79 T. Estes Pine Snool 2CCB-6-604-8-2. when visually examined. linear indica- Use 2529 9-12-79 tions were noted. 5-19-80 F. Mahala As Is Mas n u n du e n - - ai mee e . A- 4 minimum Use 2530 9-11-79 compressive strennh. 2-14-80 S. Gelnett As Is 9-11-79 Dwn. E-608. Unscheduled box on conduit run 2AE058 installed with 2531 Rework 2-1-80 J. Miller anchors attachel direct 1_v to wall.
E- to be tension or toroue tested are inacce- Inspect 3-24-80 2532 9-11-79 ,,632. Exnansion
,33, gu, ,, ,,,,,,,,,,,, anchors
,, ,3,,, s,, , ,n,,u,, ,u,,,,,c nenAcre 'no, J. Petrosino Cable found to have insulation dnmnge when nulled frnY cchomo ?AA-2533 9-11-79 0510F during rework of wireway 2AWWO11_ Repair 12-3-79 K. Drew Soec. C-2 Nunorous ho-izontal.condnns excond tolerancon nf elovn-2534 9-13-79 ,,,, ,, ,,, ,,,,, ,, Repair 9-26-79 S. Celnett
, , - _ _ . ,s,s,,,,,,,,3_ _ - - - _ c s m_ _, , s _, ,,, .
F-17106. Material rocofvod nn AFO-1484 A 1507 did nnt hnvo onmnloto Test &
> 2535 9-13-79 cort >ffod mntorinT toct ronnrte UcoAcTc 4-28-80 / R. MacGlashan i E-620, 650, 655. Spec. C-3'05 reonired test load for 3/8" HDT Rej /Rwk "
2536 9-13-79 anchors as 2.0 kpps: several anchors fall this requirement. UseAsIs g
(_- v 7220 FORQ G-3 3 3 1
r LOG OF NONCONFORMANCE REPORTS
,oO3EcrNAuE i MIdInnd 30. N O.i 07220 , ace s 177 2 3 4 5 8 7
N OC NO. DATE NONCON FORM ANCE P .SCRIPTION / HEM A RMS OtSPO. C LOSE D B Y C OSED 2898 2-13-80 F undation bolt for neutral g ound resistor sole olate was broken ork 4-23-80 A. Lobrovich durine installation of sole nlate. enafr 2899 2-14-80 Failed to meet reauirements of storage and maintenance on tendon Us H21-235 per P.O. C-2 Spec. C-87. As Is 5-15-80 P. Vandervee'r
- 7^000^ crnknd enrminni atrinne hna crimns nn vondnr utr""
2900 2-15-80 Rework 6-17-80 J.W. Miller electrien1 nnnetrntion nanomhlinn.
2901 2-15-80 F-45206. Stock Steel. angels. benmn. & nintes have no size. Doc.Rwk Bechtel's P.O. number or heat number nrinted on material. Reject 3-11-80 K. Kanchwala 2902 2-18-80 P.O. M-1.14. Seal return en11er IE-59'B does not have a namenlate Rework netached_
2903 2-19-80 Snee. M-204_ Pine dnmnged hv hnckhner enneing dnmnond_ nining ennon I Rework 5-1-80 C. Fugate FSK-M-1HBC-4-2 has been bent between FW 3 and FW 2.
2904 2-19-80 C2-146. Prior to orenning. drnin on Tendon H32-237 van nnt clnned. UseAsIs 10-16-80 P. Vanderveer Rework F-45097. Steel strips, material was removed from combo shop to 2905 2-19-80 paint shop; all items are not now available for inspection. Rej ect 5-5-80 F. Kanchwala E-12. Station batteries, status of Q material is indeterminate in 2906 2-19-80 regard to satisfactory completion of qualification test report. Reject 2907 2-20-80 J-233AC. 10 thermowelds on AEO-11653 were relonsna en field prinr Doc.
to final signoff and released by OC receivine. Rework 3-7-80 R. MacGlashan 2908 2-21-80 ' * * # * ^** ""I " I"**#"" "'"" """# I""""" ^
oil, damaged torque switch shunt contacts. vendor wirine innul. dnmaced Rwk 6-6-80 S. Schumitch 2909 2-21-80 54, Hydrogen recombiner. 2VE-54B. has a bent lou w on the ton Ne w k section from the surrounding construction activities. 8-15-80 J. Cioe UseAsIs a nsu a i n d m Re dne t anch r bolt nenetratine cable for Use 2910 2-22-80 3-10-80 H. Waatti scheme 1AB2312A. As Is 2911 2-25-80 Dwg. C-128, Storage tanks 1&2T60. Asohalt imp egnated hnnrd cnvorna UseAsIs 4-3-80 R. Bennett with asbestos paper to be placed betw. tanks bottom. Paner envern antivo enuir finne 2912 2-26-80 E-205-363-3. Harness of wires installed between the nunh rnd lover Rewerk 3-11-80 C. Stevens mechanism & right nide 2 d i nf 7AOS. mmpnrtmeE' SON I" tan larDa-2913 2-26-80
- ""* " - "" "- ""'"? """ ~ ^ nned nn seas s 7-28-80 N. Plante the calibration of toroue wrench BPC C2-66 beino out at tolerance. Rwk.Ren .Rei 2-26-80 J-30042. Vendor SDDR's #5-79. 6-79. 8-79 submitted with docunmonen- la N/A -8 2914 gsAsgs F. Kanchwala n on in AEn-11s21, nne roviouna x ne.ontoa honent_ rno t vo4,rroa_ ih no4 h ,
-618. AnaemenE to coneninment HnE ninin b ti uno 7,n uith #1 Rep-7915 2-26-80 9-29-81 W. Allen the embedded vertien1 ntiffner nnolon- ufthin oivon enlornnco_ #2 Rwk.
RF/PRP (' 1 7 Donnir unr1e una norfnrmoa utthnur nrinr Prn4 Pno Doc 2916 2-27-80 disposition in subsequent PFE &'PFQCE concurrence'on NCR-2763 6"2774 Rewor.k .-11-80 G. Hoffman l
w j 7220 FOR 7 G-3. 1 3
LOG OF NONCONFORMANCE HEPORTS
>y* jjitt eno2reruaur, Midland ,,,,,,, 7220 e 175
,,oe i a 2 4
- l uac uo. oarc noncouron 4sec orsenseriou f aruanns l osspo.
- c^"[o,",7 ctosco ny 4-M-610 sheet 6. Fw's 77. 78. 79. 80. Attachment welds welded As 2955 4-1-80 to incorrect nrocedure. Usis 6-23-80 C. Griffis I
L ,,ma g ront en FM-49 nn due_ M-611-1 hnn hoon enund belou l 2956 4-2-80 -
ndir
~
d nh m un11 thickness. Der Spec. M-204.
j IF-5 0 - 9noc_ F-6. Ennd Centers l&2B17. 1&2B18 have terminal blocks
! 2957 4-2-80 L ith maricer tacs that are not ennraved per Dug. E-50. U{gA8 6-23-80 C. Stevens F-11. renlacement transformer T1273 for battery charger ID27, docu-
, 2958 4-4'-80 Use As I n 5-7-81 Re MacGlashan mentation recuirements are indeterminate.
E-419. c 477 omhndded ho!rn for numn return line restraints: draw- Use As 7-3-80 fne chnnon ronniron holte he charpv tested. S. Kirker p:
I snee. c-2. nost-tensionine V-65-1. durinn Suttonheading process. Rej ect 2960 4-4-80 one wire was gouged. Use As I a 4-25-80 P. Vanderveer
- Ff-14 6-? A-1_ 1&2Vp-59A&B. oil numn motors namnlates have incorrect Use as 9-15-80 informnrinn. no marking for time rating. temperature & code letter. is E.Badmagharian Rodent damagc_in_several locations on varioGs cables in trench duct 1Av076. Rework 5-1-80 C. Urbany 2963 4-7-80 C2-146. Several ' tendons,_do_gume_Jited havina_the_.asme_anchoClead he.aty UseAsIs no.s & group of tendons have identical bushing heat nc.s 7-14-81 P. Vanderveer Rowork CN146_ 'Po n d o n II? l-214 hns 2 broken wires. 3 unseated buttonbunds
. 2964
! 4-7-80 shi.c completinn stressinn of reinspeciton of tendon. Rej ect 4-15-80 K. Gunser F-1-40?_ Pnint ( Snec_ A41)? tonnerntnre exceeded excentable Use As
, 2965 4-7-80 Is 4-23 -80
- F. Mahala reautrements.
M- ne - -
-. durfne m air f ar strike-4-7-80 2966 Use As 4-30-80 F. Mahala violation of minimum wall thickness was found. Is 2967 4-7-80
- on A- - A-mentation problems: documentation indeterminate.
A. numerous n- 1-DocRQ 2-Reject p R. MacGlashan F 446&s_ Pnnnifne nuts ner Snec. G-33 Charov test report shows 9 -- Reject 4-23-80 F. Kanchwala results do not meet 25 mils laterial expension minimum requirement.
E E-602-l_ E-42. Field installed trav covers on cable trays lAFLOl &
- j 2969 4-8-80 UsgsAs 6-12-80 D. Squires 1AFLO2. 1ACL01 & ICCD02 usine a stitch weld contrary to spec,
( c los s/R" cvnnnnion anchors installed with less than minimum j 2970 4-9-80 center to center spacing without prior project eng. approval. y*ksAs 5-20-80 S. Kirker .
C-50B. Replacement outer door seal. no shop inspection release or Use As I.s 2971 4-9-80 signature on G-121-D with documentation. 11-12-80, Reiect R. MacClashan
, J-201. Control wires to various devices in control panels show Use As inconsistency in wirine identification on all modification drawines. re 10-12-8I 11. Stevens l -' "# " " "" ^ unon nsnect n manu ac u m 's date on 2973 4-10-80 Usp,As 4-16-80 S.'Kirker 20ntainer & on certiffcarinn exceedn 3 mnnths old_ Rnne_ A-41_
,~ ' , , .
722@ F ,.G J. 9-)
1 LOG OF NONCONFORMANCE REPORTS PROJECT N AME i Mid1OUd JO B NO. i 07220 ,,o,s 185 a 3 4 5 0 7
N R C P40. DATE NONCONFORM ANCE DESCRIPTION / REM A RMS DISPO. C WSED W CLOSED Temp. Closure Plates for 4 18" spools were not Doc. on separate 3146 10-2-80 Rework QCIR's for installation and removal 3147 10-3-80 Sampling / Fabrication of fresh concrete, contrary to ASIM C172-71' 2-6-81 B. DeArmond 20 min. wait betwSCD_ composite sampling _&__ molding of specimens Use As Is 10-3-80 cnnerete material nroportions. the cement & the cement & Pozzolan Use As 3148 was below re,uired amount per C-94-78a B* dea * "d Is 19_17_Rn M-1.16. Durine an inspection a leak was found in Lube 011 Cooler 3149 10-3-80 for 2P-58A Embedded conduit 2AA055 was found damaged by Core Drilling in Std 3150 10-3-80 cnnt. #2 p n n 4 ,. 10-28-80 J. W. Miller F- _ n_ m - ans mers M-0 have no certWcate of 3151 10-2-80 Conformance. and is re utred per G-33 Rev. 12 Rework 10-27-80 J. Kramer F-22 Contrary to Hold placed on 0 cables for scheme # IBD2001AD, 3152 10-2-80 1RD2001AC,2Rn2001AA.2BD2001AC. & 2BC2001AD have been installed Jse As I 3 1-05-81 J. Lange ASMF NE-4411 Sect . 3. Contrary SW#1 completed without 0.A. Record Rework 3153 10-3-80 to identify and control filler material or weld process 5-28-81 R. Runyon nn "E n M ms a e" n so s H - -
8 % FgaAe 3154 10-6-80 01 4-%
welds were found that were not on ISO drawinz M-603 SH 15 Rev. 7/F2 n/A " ^ " " " * " * " '
ne M- H On ; mn t u ry to spec.. Drain Connection #1 on FSK- Use 3155 10-6-80 01-30-81 R. Kramer DVI-M619-18 was installed usina a hal f coupling on W 11. is Is M-18_ Rotor. 1C-12. damaced durine installation 3156 10-7-80 Repair nwg. - ur ne temn. dewaterine. settlement monitoring is re- Use As 2-6-81 3157 10-8-80 nuired.
Is J. Sercu Soil monitorina devices not read from 8-29-80 on.
3158 10-8-80 M-118B. Valves 2XV-3966A1P & IXV-3866B1P have corrosion. rust &
scaline of the valve internals Rework 11-18-80 C. Fugate F-31122. Structural backfill received on AEO-13773 was not tested 3159 10-8-80 A8 12-17-80 by contractor as re,uired per Spec. C-211 U*$s D. Delaney F-756 SH 1 & E-751 SH 2. 3/4" Hilti Drop In Anchors no installed Use As 3160 10-8-80 uith edge en edge distance as re,uired by F PG -2 .100 3-13-81 J.W. Miller v.
llug . FSK-MPY-153. Thermove11 sunoorts for temperature elements not Use As installed per drawine detail 7-14-81 R. Kramer ic /.
F-650 SH 1. Tvoe 12 & 14 conduit suonorts & type 9E box support "
3162 10-8-80 Reject
<n enttoa nn inis c . steel contrary to E-42 9-29-81 J.W. Miller Supports on Dwg. FSK-CA-2213 were welded by Standish welders S-2, Use As In 3163 10-9-80 S-5. &' S -7 who are not nualified on only 3/8" plate per ASME 3-2-81 L. Harrison f Dwa. M-166. 4" ODBC-1 Subassembly fran W 150 to 166 released from poe 3166 10-9-80 field shop without A.I. signature Rework 10 80 M. Meeks
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LOG OF NONCONFORMANCE REPORTS I NIdInUd 07220 PROJECT N AME JOR NO.i ,no,e 189 unc no. o'a r c noncouronmancc oescnierion / neuanas oispo, o,",("
cLosco av c
3221 s 11-26-80 C ntrary to Spec. C-306 Rev.6. a #8 vertical bar was cut 7'1" from Use 1-27-81 P. Vanderveer two other cut vertical bars on the same face. As Is 3222 11-26-80 C ntrary to ASTM C-31-69 concrete specimens cast on 11-25-80 were Use 1-30-81 B. DeArmond measured at 83*F. As Is 3223 11-26-80 Dwe. M-604 Sh.8 FW #41 was welded comnletely. nrior to the attach- N/A 2-20-81 R. Amos ment of Cony #4 of OCIR W-1.00 or fit-up_ acceptance by the FWE.
3224 12-02-80 DwR. M-177 Rev.8/F2/M-178. Penetrations 1Z3062Z30 have no Proi. ann. Use 8-12-81 R. Amos for the confin. or weld of this confin.-No mat. identification thus As Is there is no traceability to a certified material test renort.
3225 12-03-80 1-18 Seri 1 No. 77001-2882 Numerous gouges are on the forged finne- Use 10-21-8 R. Amos ed shaft for eenerate 12C-11. As Is 3226 12-03-80 P-44862. 50 nuts insuccted were found to have rough and uneven threads that would not consistent 1v match thread ennee. N/A 2-3-81 M. Slocumb 3227 12-08-80 Dw. 1-612-4-6. cnnunry en spec _ c' -W t h e m nro 2 ownnnnfnn nnchnrs Use 2-26-81 E. Urbanawiz cut flush with the enncreto under the inver nlate_ An Tn 3228 12-08-80 4-612 sh_6_ cnnernry en snnc_ M 20a n univo una inntn11oa in th" Rework 3-2-81 R. Amos aloinn system w/o a nameplate containtne a nuclear stamn symbol.
3229
" """""7 """"" #"^ *; """? * "" " ~'""d 1-21-81 M. Slocumb 12-09-80 'Jith no A-325 markinns & iniurious defect in the heads of the bolts. Rej ect 3230 12-09-80 7mntrnry tn FPU-6000 nn ro-cn1 ihrn t f nn; un1tngo nmnorngo mnnienr RPC Use 2-13-81 L. Harrison 502 was found to be indicating _ approx. 26% lower than actual amnerage.As Is ,
3231 12-09-80 39 ""- c-88 Incnrwcr f11ter naper en unod en me nnm tho nunntity Use 3-26-81 ' B. DeArmond ,
if fines in the return & discharge lines. Aa Ta 3232 12-15-80 '""""?'"E"- P C- * ""v_6 4 onar-ucar rebnr vere cut uithin 10' Use 2-9-81 T. OcInett radius on the top mat of the 674'-6" slab in the Aux. Blde. As Is 3233 12-15-80 2 " "" "? " " * "" C- 2 ' I - '"" #5 h""'"""*"' h"" h"'" h""" """" ""t itseAsIs 4-30-81 it the enn nf Rinck un11 #6_ Ronnir P. Vnderveer 12-16-80 2""""?""S P "- C-2 " """f"" ' " " " " " " * " " # """"
- N
- d""""d 88 3234 3-9-81 T. Gelnett ra 0 * . 11* haleo the 211eved ~1aimum_ An Tn 3235 12-16-80 8
- 881"9 " -
"I " " " E "d "" I ' 8 8-5-81 W. Fedorow indicator-broken at brackets- & inacessable locattons for PitCC's. As Is lwn. M-656-9. Contrary to Spec. M-214 FWs #5.6.11.617 were made Doc
-80 Jithout Field and Eneineerine verificntinn fnr mfnfit_ Rounrk 3-9-81 R. Amos
)wn. E-616-2. 3" conduit 1AJB043 the coun11ne was installed on 2-2-81 inthreaded conduit. Wire has been nulled. Rework J. Petrosino E" - "'""h""""""*"A "" "h'" ""d I"""' '
3238 12-22-80 R ework 5-28-81 W. Federow aanels. No Vendor or Proiect annrnved dunn_ unro nrnufana en niino shimming
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LOG OF NONCONFORMANCE REPORTS i dfU
,nosecy n aus ' Midland ,o, n o. , 07220 ,,,,e 191 j unc no. o4rc noncouronuance omscnierion i numanus o[sro. c^ f',",C" ctosso av l- 3258 1-14-81 E-630 Sh. 2, 2 type 14 conduit supports installed with cross flange Use 3-6-81 J.C. Miller
- welding contrary to E-42. As Is 3259 1-15-81 C2-146, Tendon 1113-045 was supplied with only 168 wires contrary to Use INRYCO's system for Post-Tensioning. An Ta 3-24-81 P. Vanderveer' j 3260 1-15-81 Dwg. C-233 A-F3103-198. Spec. C-304. Cross flance veldine to haam Use l 1631 performed without prior Pro 1ect Eneineer's annroval; As Is 4-10-81 E. Dutton 1
3261 l'-15-81 Spec. C-304. Cross flange welding to access platform structural Use steel, performed without prior approval of Proiect EnRineer. As Is 10-22-8b S. Kirker
, 3262 1-16-81 M-614-8. 8" HCC-GT-L (414-009) . The nuclear identification tan 18 Rework 2-10-81 G. Fulmer missing from the valve.
i 3263 1-20-81 F-49256. Hei bolts. nuts and washers: certifica% of como11ance Doc. Re -
2-2-81 doesn't state Type 3 required by ASTM-A325. Mat. not marked by type work /Re lect M. Slocumb i 3264 1-21-81 1 " diameter anchor bolts for hanger 604-5-21 can't be traced to i any specific ASTM / Grade. .N/A 2-10-81 R. Huron l 3265 1-21-81 E-7, Motor Control Centers-bolts missing on bankinR assembifes of !
back to back or back against wall with no rear entry. Rework 3266 St ek ASME NF S teel procured from sub-vendors who were not ASME or 1-23-81 Rej ect "
Bechtel approved. (Several P.O. 's- see NCR) 3267 1-26-81 E-697 Sh.1. Electrical supports welded using Procedure PI-A-LH with Use n ,-;l E-8018 electrode; Spec. C-304 requires E-7018 & E-7016 Ja mila As Is 3268 1-26-81 E-643, Conduits 2BH048, 2BH049, 2BH050 & 2BH051 have bends which Use exceeds the 4 - 90" maximum requirements. As Is 3269 1-26-81 M-3, Fuel Pool Cooling Heat Exchange #0E-76A was found to have an Std.
are burn located on the upper west end. Repair t'
3270 1-27-81 Attachments welds welded to Line OHCC-15-S-614-8-2 installed with
, full penetration welds, flattening of the pipe; contrary to M204 requir.
3271 1-28-81 Included angles of the 4 connectors between the P1001 stru/ flat Repair surface of the steel is less than 60 contrary to Specs C-304 & G27 6-4-81 J.W. Miller r 3272 1-29-81 During pullback of 4R #801 consisting of 22 cables. the maximum allowance cable tension was exceeded. Dwn.E-37 Rework 5-19-81 R. Spisich l 3273 1:-30-81 C-306 states the minimum radial distance between two cut bars he Use at least 10 feet; contrary to this cut har allowances exceeded. Ac To 4-30-81 P. Vanderveer 3274 1-30-81 C-2 states wires with defects areater than 0.005" dean shall he de- Use fected. Tendon H21-015 2 wiren shaared off & 1 vira ennead 0_007"_ An In 4-20-81 S. Gelnett-
! 3275 2-2e81 Tray support shown on Dwn. E-741 does not aeree with "AS Build"
- Condition. N/A 3276 2-2-81 pee. C-33 does not include structural steel to be naad in na in-sta11ation of ASME Sec. III class 2 & 3 nine suonorts.
y 0
l_
, i 7220 rom G 3. : 3
LOG OF NONCONFORMANCE REPORTS
,no2ecy naur i Mfdinnd ,o, uo. 07220 ,acc e 193 2 3 4 5 8
^' 7 unc no. oare ~oucouronuance osscni,riou f neuanas oisro. c to",",co " ctosco av y
S norts for 2BJ49L 2CJ994, and 2DJ995 installed against drawing 3296 2-16-81 Rework 7-16-81 J. Forebski E-42B and Spec. C-J5 Contrary to Snec. C-306. 3 horizontal unL3 vertical rebars were Use -
-"- cut witfiin 10' feet . As Is 4-14-81 R. Huron 3298 2-17-81 Sc-1_05 ??1_ npocimonn ennt nn 2-13-81 vere measured at 82*F- Use cnnernry en ASTM C31-69 which states temperature be 60*-80*F. Ac Te 6-16-81 B. DeArmond 3299 2-18-81 A(B-21) 600V Control Cable hae_been strinned of outer lacket. and Rej ect 3-3-81 H. Waatti all insulation in a section exposine bare conductors of cable.
""# ~ Y *" -
est een a i ns an Doc. 4-30-81
^ ^
3300 2-19-81 14, M. Slocumb ninten do not state.,tW t they have been normalized. o m. .m t, /
3301 2-19-81 i
~~ ~
pakine omhedmont depth over
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5".
8 an s n ng s[
qe Tg
@ 2Y[ Q%
3302 Contrnry to POCI C-1.50. there are no OC records indicatine inspec- Use 2-19-81 einnn hnvo hoon norfnrmed nn ennduit nuppnre nnchora_ listed on NCR_ gg Tg 3303 annernry en Rnoc_ M-126; Rnnon1nto for IInnger P2.10-1-638-14-22 hns Rework 2-19-81 hoon ornutod ufthnnt nC rocnrd nf Innpocrinn.
3304 2-19-81
~ - " - " " ' " "" "P#" "" " " ^ " " " " " " " ""#"^ "" "" #"
Rework 8-22-81 H. Murphy inntn11ntinn_ nIno gunlification of installer waan t documented.
Rnoc_ M ?nd 6" unluo ?PV 1975A dnon nnt have N ntnmn dntn tne.
3 9 ""^ - nn N- rqu ren can bac m il curing & Use 3306 2-23-81 As Is 4-30-81 P. Vanderveer outres protection from frecting; haven't been verified.
P_0_-E-96_ Cnntrnry tn TOM REJ1C-4750 enble 2AA0502M was cut from Use 3307 2-24-81 As Is 4-15-81 J. Lange rent E96-000G3448 nnd installed.
C-1_50-FSR-M-1CCR-17-1-HR_ 4 nnchne boltn were installed without OC 3-24-81 L. Clatz~
3308 2-25-81 Rework insnection of anchor holes nrior to installation.: POCI C-1.50 Rev/ 6-24-81 U. Smith' R"""- C 711 Minimnm clonr dintnnen herunen core drilled hole nnd Use 3309 2-25-81 g_g Annrunv nnonino norned nt 11"- Contrnrv. hnle drilled nt only 8k". As Is
~~ " " " " """ """ " """ "" "" "" "
3310 2-25-81 As Is 5-5-81 P. Vanderveer and there le lese than in feet en nnyt ont hor _
snoc_ c-911- cnnernry en thin anoc. 1 vortien1 ,nd I harirnntal har Us As Is 5-5-81 P. Vanderveer were cut in addition to 4 existing cut vert. bar & 2 horiz. bar.
3312 Hor 1 604 17 ?1 7 ovnnneinn nnchnre uoro innen11od withnut nc in- Rework 3-24-81 R. Grubich 2-26-81 ggy.,,, , , . ,,,,s ;,. s ,4 ,. ,, 4, ,,y,, inn enntegry en pierc1 sn 6-24-81 'W. Smith Snec. M-374AC R-1.00-14615. Seismic test procedured have only a _- Doc.
3313 3-2-81 code 3 approval. contrary to Spec. M-374 Para. 5 3.1 pounrk 4-22-81 R. MacGlashan Holes for exnnnnion nnchor for Hanoor 611_A-41 unnn't inanocted Insp. 4-27-81 L. Glatz 3314 3-2-81 orfor to installation. contrary t[POC ~C-1.50. Rework 6-25-81 U. Smith
- s ,
( ) 7220 Fon. j 3-3 1 3 s-
LOG OF NONCONFORMANCE REPORTS PROJECT N AME ' JO B NO.I O PAGE 2 3 4 g 6 NOC NO. DATE NONCONFORM ANCE DESCRWTION / NEM ARMS ^ " "
DISPO. C S C 1.O S E D B Y 3315 3-2-81 Contrary to POCI C-1.50, there are no QC records that inspections have been performed on junction boxes 2BJ1798 and 2BJ1797. Rework 3316 3-3-81 Per PQCI C-1.50, 4 expansion anchors were installed for ligr. 0-665- Inspec. 3-25-81 L. Glatz -
1-4 without QC inspection of anchor holes prior to installation. 6-24-81 poun,3 W.' Smith 3317 3,3-81 Dwn. M-604 Sh.6. there is no heat # or code identif. marked on pipe Rework between welds 75c1 & 0 7 & #29c2 & 45c1 on Sp. 2HCB-16-S604-6-2.
3318 3! 4-81 C-1.50-2-619-3-28, 2 anchor bolts were installed prior to QC insp- Inspec.
ection of requirements per PQCI C-1.50. Rework 7-28-81 C. Cross, Jr.
i 3319 3-4-81 R-1.00-14551,P.O. 49482 requires a CMTR, contrary to this, the Reject steel sheet received en this order didn't have CMTR's. 4-23-81 M. Slocumb 3320 3-4-81 C-1.50 PSK-M-111BC-155-1-H6. 4 expansion anchors were installed Inspec. 4-28-81_ L. Glatz.
without OC inspection prior to installation. nnmn 3 6-24-81 W. Smith 3321 3-6-81 E-52 states the finish for shannels be done in accord w/ ASTM A-153- UseAsts
- 78. contrary mat. received on AEO-14655 was done in accord w/ ASTM A-386 3-9-81 R. MacGlashan 3322 3-6-81 E-60. Reel #4387 was found to have an end can installed over end of cable therefore makinn quality indeter at this time. Rework 6-23-81 R. Spisich 3323 3-6-81 .
E-26. OVP for cable reels have no cert. confirminn that no insula- Use 4-21-81 R. Spisich tion renair was performed: cable from these reels was installed. As Is 3324 3-6-81 2-604-4-14. (8) 5/8" anchors were installed nrior to OC inspection. Test 3-24-81 R. Grubich contrary to POCI C-1.50 Rev.7. Rework 6-24-81 % Smith ~
3325 3-5-81 Dwg. E-36 calls for conduit 1BJA058 to be 2" conduit between 1BJ491 Rework and 1BJA24 as shown on Dwg. E-608 Sh.2, contrary to this it is 3". 5-14-81 C. Lemons 3326 3-9-81 Contrary to POCI-C-1.50. 4 expansion anchors for Hnr. 2-604-13-14 Test 3-24-81 L. Glatz
& 2 exo. anchors for 2-604-16-16 were installed prior to QC inspect . Rework 6-24-81 U.' Smith 3327 3-9-81 M612 Sh.6, there are no heat # or code identified on pipe or record-- Rework ed on any documentation of Spool 1HCB-1-S612-6-11, contrary to Sp.M104 3328 3 0-81 Sp.C-231. #6 E-W bar was cut at top of slab. a 6" dhole drilled & the Use diat. from W30x116 beam was field meas. at 2k". contrary to REM #C-2818. A c Te 5-11-81 P. Vanderveer 3324 3-10-81 Contrary to Spec J-204 Rev.7. 200 modules & accessories don't Use "
speeffy what in O & Non-0. makine mat. indeter. as to it's use. n 10-2-81 D.Delaney T~
3330 3-11-81 cnnernry en pocT c-1. sn _ Fna r ovpnn ainn nnehnr knir fnr 1-60b17-1 Test 3-24-81, -L. Glatz was installed without OC insnection of holt hole. Rework 6-24-R1 W. Rmich 3331 3-11-81 7-614-14-1 s rini anchnra uor, inorn11,a nrinr to oc inanection. Test ,3-24-8.1 ,. L.,Glatz7 n on e r e ru en vncT c1 nn
' nounrk A_7A_gi u_ grith Dwg.~
3332 3-11-81 C--96. existinn arout nads on OM96A thru OM06n A nM01 AAR nr*
Rej ect irregular w/ numerous voids _ also loval in . nnen uaran'r < n e e m 1 1 .i _ 6-3-S) E. Dutton Contrary to Bechtel Weldine Standard performance Snee. WO-1. Rev.12. Rwk/Rj t 333 W -81 welaarn liar,a nn McR vere found not to be nualified for the velds i nstalled .
,. ,m </
7220 FOR G-3 1-3
LOG OF NONCONFORMANCE REPORTS
,RO2ECT N, ut i Midland 30 No. i 07220 ,m,. 195 N RC NO. DATE NONCONFORM ANCE DESCRIPTION / HEM AHMS DISPO C LO SE C t.O SE D B Y 3334 3-17-81 1-616-7-8. 19 avnnnainn nnchnr knien u.v. inern11.a nrine en nc Test 3 81 R. ch inspection of holes. contrary en POcT-C-1.90_ Rework ,,_
3335 3-17-81 P-2.10-FSK-M-lECB-8-2-1111. Item 5 nlate welded across finnen of * -
existing struct. beam w/o prior Proi. Eng, approval: Snee. M-326. "" #
3336 3-17-81 Spec. M-?n4; rst-M-nvT_611 A, unic. 1 "r en _vnn _nn.AA$_ . sNr ov1 b?1 i has no Nuclear stamped tag and no I.D. tan. Rework 4-15-81 C. Fugate i
I Spec. M-204, P-1.30-634-3-la, during radiographic exam. of field l 3337 3-18-81 weld 72 & 73, extensive porosity discovered in body of subj. valve.
j Spec. C-231 states horiz. reinforcing steel in blockwalls shall not be cut, contrary to this (1) #5 horiz. beam bar was cut. Rework 4-8-81 K. Gunser Contrary to Spec. M-204 there is no heat code or # recorded on iso It.@ Rej V 3339 3-18-81 I or other doc. on velds for Spools illCB-14-S612-6-2 & 211CB-16-S604 2 I t .@ NIA 10-2-81 R. Amos i Tv 719 rnmnnnone enn11ne water Heat exchanner has been bent approx j 3340 34-M 15o s,,incnnnnrtod fin 15 installed nininn FSK-M-111BC-524-1 Repair
! Spec.d-305 iv'P0CI C-1.50, anchor bolts installed prior to OC inspec Use 330I ~10-01
,. bendine of anchors & installer cualif. & Ident. couldn't be verified .As Is
" #"#" C^ #* "" "" " #
- O "" * -
- 334 3-20-81
^
tion. See NCR Pane 2 for hanners listed. Rework 4
1-657-39-21.
3-20-81 pection of holes, exnansion anchor bolts were installed without OC ins- Test 4-2-81 L. Glatz con h ary to P0CI C-1.50 Rework '6-24-81 k . Smith S Use i
3344 3-20-81 lo$ . C-305. several locations having more than 2 bars cut within 10-22-85 S. Kirker discovered during review of cut rebar ashuilt dwgs. See NCR. As Is 3345 3-20-81 0-665-1-6 expansion anchor bolts were installed prior to OC insnec- Test 4-8-81 L. Glatz i tion of holes. contrary to POCI C-1.50. Rework 6-24--81 *W., Smith 0-665-1-21 exnansion anchor bolts were installed nrfor to OC inspec. Test 4-8-81 L. Glatz 3346 3-20-81 tion of holes, contrary to PvCI C-1.50. Rework 6-24-81' W2 Smith
"*"'"" '" """#"" ' "- "I -
E"** " "8 ""
3-23-81 ^
L 3347 cenac enranna ucino unenlihrntnd hvdrnnife tornue device. Rework 9-3-81 R. Bersch l 0-665-i d'exnansion anchor bolts w'ere installed orior to OC inspec- Test 4-13-81 L. Glatz.
- 3348 3-23-81 + inn nr uninc cnnernry en pncr c 1 sn Rework s-24-R1 ' is %i th
"""- - "'#"" "- ' ""h"""'"h""""A'"""""""""- ~
' 3349 3-23-81 nor inctnll_ Rework 1 C. Bawtinheimer
' cnntrarv en this. trnv sunnore above MCC-OB65 exceedeil this.
3350 3-20-81 WO-1(G-27). 2HBB-25FW'79 & 2HBB-27FW'81 were weld by Brines. P359. N/A 6-29-81 R. Amos usine Proc. P1-1 & PI-A-Lh on both welds. these are 1" 4 couplines.
NM m -C-6.1. Dwg.M613sh.4. valve 413-030 SN: 2N952 installed W o Use 3351 3-20-81 POCI Insn. Rec. beinn issued & 2.8 not sinned prior to closure 5-15-81 R. Runyon As Is cnnernrv to Soec.C-306. the 10'-0" tolerance has been exceeded at
, 3352 3-24-81 the locations on NCR page 3 of #4 and 79 bars.
~
i[s*esIs 5-5-81 P. Vanderveer e
,% s-%
i -
7 210 F O R G-3 1-3
LOG OF NONCONFOR,MANCE REPORTS PROJECT N AME ' Midinnd 30,,NO.i 07220 ,AOE s 1%
2 3 4 5 8 7
N 't C No. DATE ^ "
NONCO N FORM A NC E C'E SCRIPTION / RE M A R K S D ISPO. C OSED CLOSEDBY 3353 3-25-81 J-201 Rev.8 & Soec. C-3. locations in Control Panels 0C20. 1C11. & Std.
IC13 have no coatinn & bare metal is exposed. Peelinn paint. Repair 3354 3-25-81 C ntr rv to Recuirements of Dwn. E-47. Panel IC47 contains class 1E Rework
& Non-Class 1E cable not employing a 6" separation. l Dug. M-488 Rev.7 l nsed on re-innnectinn nf field installed "O-lott "
3355 3-26-81 Rework fittings. the 0-letts listed on NCR don't meet dwg. reonfremonts.
~
Contrary to POCI C21.50. 2 east exnnnsion anchor holts for 2-605- Test 4-8-81 L. Glatz -
l 2-13 were installed without OC inspection of holes. Rework 6-24-31 W. Smith ~
M1-1 R-2.20-14325. Contrary to OCIR R-2.20 R.4. the CMTR states the 3357 3-26-81 mar. conforms en Spec B211-76_ hut nn '76 Pd. for R211 mnt. lonvino it indo1 or_
M-1.13 R-2.20-144. Contrarv'to POCI R-2.20 R 4. the B&W C ofC. bnid 3358 3-26-81 status hadn't been completed therefore makine status of mat. Indeter.
3-26-81 C-231. Contrary to Cen. Pmc. Sec. H _3 of Manuf. Bulletin M 1?77-3359 5 Stne Cront_ n enre drillod hnio una ronnirod u/n nurf_ hoine Reject 4-10-81 J. Sercu 3360 3-27-81 Enntrnry en M-488 R_7. ?" k ennnifnon hnvo hoon unidod en 6" rnn- ' vnnob Use v nine nn 'FBR ifno cinanon fnr unida Yimted nn NCR_ As Is 10-1-81 K. Gustafson
- ""*""?'""C-'" "'"""*'"" ""*"" h"" #"" ' # -o 6 Test 3361 3-31-81 4-9-81 L. Glatz were inern11ed w/n OC inspectinn nf nnchnr hnit hnlon_ Rework
^U- - 'I "- b - ""*""*"" ""d" " " " " " ' " " " " h"*
3362 3-31-81 4-16-81 M. Slocumb no traceability to its documentation contrary to R-1_00 Rev. 10. Rework 3363 3-31-81 Snec. C-305_ exnnnsinn anchors on 1HCD-204-H1 has exceeded mnvimum Use 9-15-81 embedment denth. As 1s J. Tilton I
l 2-617-9-6. (6) exonnsion anchor holts were installed w/o DC inanec- Test 4-9-81 L. Glatz tion of anchor holt holes, contrary to POCT C-1 50. Rework 6-24-81 W. Smith C ntrary t pec. C-305. exnnn_ nnchors on FSK-M-1CCC-16-5-H4. FSM- Use 3365 4-1-81 As Is 9-14-81 J. Tilton M-lCCB-16-2-H10. & FSK-M-2HCD-507-1H2 exceeded anx. embed. depth.
3366 4-1-81 I""*""? '" """- "-704 Pnm_ 9 ? 1. n 1" nnnlo enmino frnm fined Reject hand #1770 hna hoon hont nn nnnrnvimentiv- n 70* nnolo.
Contrnry en P_0 F-46194 & S p e c,a _ C-?ORACI710. tho inh. tont ronnr, Doc. 5-29-81 B. DeArmond 3367 4-1-81 Ann e n ' t - fndfonto thn nnnifenhin ACT4f Anefon w unnr nne nthor Cnne pewory
""*""?"" """- - I- 'h" " " " " " * " """ " " " """""d"" h" 'h 8 3368 4-2-81 5-15-81 P. Vanderveer day nn B1k_unil ?? F&P_ Tho nidounlin vero left uncured indet. t -i me As Is T. Hahn 4-3-81 7-9-81 3369 -
sonnrntfnn lecc thnn 6,, Rework FMP ll?-0_1 ? 1_ nn dern11 fc nrnvfded nn thoco drnuinon fnr the Use 3370 4-3-81 mnke up of the scheme strins on states terminals.
~
As Is 6-18-81 J. Durham 4-6-81 Cable 2BB64043 ~inckot inen1- hne horn hunchna un onneine ,_ r f n ic i " ? Rework 3371 over approx. 8" of cable near end at 2C166, qua'lity of cable indeter
^ ( 7220 FOR. [W3. t
- 3
. b.#
LOG OF NONCONFORMANCE REPORTS M1dinnd 07220 PAoE' 197 i
, o;Ecy N,uE ;o . No. '
2 3 4 8 S 7 NOC NO. DATE ^
NONCONFORM ANCE DESCRIPTION / REM A RKS DISPO. C OSED C L.O SE D B Y 3372 4-6-81 Dwn.A-72 R.10 states the min. acceptable adhesion valves for Sv.#25 shall be 400 PSI. coatings on' Cont.1&2 Reac. Head Serv. failed to met t require.
P O_ F-50?R6 AFO-14737. the heat # on the CMTR does not match the Doc. -
3373 4-7-81 heat # on the material. leaving the status of the mat. Indeterm. Rework 4-29-81 M. Slocumb Contrary to POCT C-1_50. nn inanectinn unn nerfnrmod nn 7 tvno 1A P 3374 4-7-81 ework M-M D. b nn d annnnrtn Fnr ?n1RnR4 A 6 tvno 1A annnnrta fnr enndnie ?RTcO11
" # #"" # - - A "I " """ * " d"d "" "" "lI 3375 4-8-81 ^ ^
Rej ect 5-12-81 R. Kozak for schomo #2AD1001AF. mnkine the nunlity nf enhlo indotormtnnto.
"t"^" t" "'- - nnchor holta for Tvno U1 onnauft cunnnre 3376 4-8-81 Use 9-3-81 W. Fedorow in 47R unn inctn11od nrfnr en DC innnectinn nf hnlon_ Ac Tu 4-8-81 Contrary to SF/ PSP C-1.1. 1P-134 A&R Anv. Fuel Oil Pumn Motors & IP- 8-20-81 M. Orr 138 A&B Lohe 011 Keenwarm Pumn Motor were installed w/o drwns.&Snees /
3378 4-9-81 Cont ran to OCNM N-C6.1. Held welds 6 A 610 Dwe. m-M-2HCB-W2 Rework. 6-8-81 R. Runyon we a fabbed & installed w/ no final insn. makine it imnos_ for final insn.
3379 Connan to M L C-1.50.
4-10-81 3 were installed w/o OC inspection of anchor holes.(4) exnansion anchors for hanner 2-604 Test 4-28-81 K'. Gustafson Rework &_9A_qi w* gmi,h 3380 4-13-81 Dwn. M619-5 8"-HBC-GT-1MO-1996A valve. contrary to SpecM-204 the motor housing endcap has a hole in it approx. 5/8"x1" Ig.
~ ~
Contrary to Spec. M-204. the nine betw. FW's 97-57 have no mat. I.D.
this fact is also documented on P-1.10-610-4-2 log #9031 reassembly sik.A 6-2-81 C. Fugate Dwg. FSK-DVI-M619-6 Conn.#1 socket weld 14 fitup & welded w/o AI 3382 4-13-81 concur., also Sw13 was made w/o QC verif. & document; PSP-G6.1&M-204, Rework 6-19-81 R. Wellington 3383 Contrary to Spec _M-204_ FW#15 on Sp. ICCB-26-610-2-1 0 fluod hond Use #
4-15-81 * " **
12-28 In Unit I was welded won obtainine the verif. of cleanliness
~ ~
An Tn Contrary ~ to Socc. C-211. (3) horiz_ harn wer e cut within a 10' on 3384 4-15-81 Use the south face of Hk line wall at E1. 659'-0". As Is
. ay PSP C-6_1 (2) 1/4"FRC-CR vn1 von; nt FW1R&l4 457-2-276 & 457-7-??5 Inspect 3385 4-15-81 were installed without a P-1.30 Inspection Record. Rework
' 9-4-81 L. Glatz 3386 M-106 FR48. Schercin] bushine retninorn for_ rho nnocini #88E Fle81H Rwk/UseAsIs 4-15-81 , , , , , ,, , , c , , o n o ,. , , m,,., a.,m.,goa x ,,, ,,,,,,,., a,,,,a ,, cm.ino onune It.2 N/A 3387 4-16-81 Cnntrnrv en POCT C-1_50 ownn nn i nn nncho'r' holts fnr 7-604-11-11 unro Test 6-29-81 C. Cross-Insta11'ed witlicut OC insoection of holen Rework Cnntenry en pncr c 1 sO, choro nro nn nc roonrac <na4""*ia" '"=a Rework han hoon nnernvmna nn ? 'ry1 A nunnnre e far onnAnfe 1 A P I 'l A 7-2-81 D. Brunnell 3389 4-17-81
"""" ^~ ^ "~'^00-14892 Batch # on Comn_ C dnonn't neroo with Ritch N/A 4-17-81 R. MacGlashan (i nn onne thorofnro e n t_- I n ~ centue nf m,rortn1 I n ? o t o rr, I n n e n
~ ~ R-42 Sh_9 eivon ronniremont (nr indnnr nurfnee mnnnted ennduit_ 7AC-108 has are strikes & deen erind marks on conduit. Rework 5-15-81 L. Hall r -- . .* , *\*
7220 FOR G333
LOG OF NONCONFORMANCE REPORTS PROJECT N AME ' MYd10Ud JO B N O. i 07220 ,AOE e 1%
2 2 ] 4 s * ,
NMC NO. DATE NONCONFGGM ANCE DESCRIPTION / NEM AHMS D I S,PC . CLOSED I O 3410 4-29-81 Contrary to Spec. C-305. due to installation of anchors prior to OC Us 7-7-81 J.C. Miller insnection of holes. requirements of spec couldn't be verified. As Is 3411 4-29-81 Contrary to Snec. C-306. 3 vertical bars were cut within 10' on the Use south face of C line wall at Elev. 614'-0". Ac Tc 6-16-81 P. Vanderveer g Contrnry to Spec. C-306. 3 North / South bars were cut within 10' on Ua the s1nh a 624'-0". Ac L 6-16-81 P. Vanderveer 3413 4'-29-81 QC inspection can't be made of welded metal screens on 1&2G-11 & Use 1&2G-12 due to lack of procedure on Form 84 or FCR-M3709.
6-4-31 J.C. Miller As Is Contrary to Snee. M-204 Para. 4.1.3. Ils" ref erence strainer 1YS-5201-B does not hnve "N" stamn nlate. Rework 7-28-81 J. Clark 3415 4-30-81 ontrary to PG : "n a a 'na anchar bn a or her- 5- rk 8-22-81 R. Poundstone 108 were installed without OC insnection of holes.
3416 5-1-81 C ntrary to M-75-56-5. extensive damage was found Inside the hnul Rework to Pumn OP-75A durine fmneller insnection_
C ntrary to FPE-4.000 Rev.3. the minimum bend rndfun fnr enblo Use I 3417 5-1-81 8-19-81 J. Lewis scheme 2AB6304D has been exceeded. Ac Tm 3418 5-1-81 E-42A. (4) Class IF cables outer jackets have boon enugod_ 9chomo 7-6-81
- 's of cables involved are: 2BB2430E & C. 2BB2431N & 2B0403N_ Repair C. Stevens 3419 5-1-81 - 684 R-1_00-14890. #2 annle 6x4xbx40 ASM A-36 has no CMM. Rej ect 5-21-81 contrary G-33. M. Slocumb 3420 5-4-81 E-60. Durine the null of WR #A5048 & 948 consistinn of 28 cables. Use codes 107 & 08, the max, allowable bulk cable tension was exceeded. As Is 6-18-81 H. Waatti 3421 5-4-81 C ntrary to M-204. finnges & ndjacont nipo nt FW 7&R uoro dividod _
from the subassembly w/o transfer of n0001 TD n to the nnrted nfocon 3422 5-4-81 C nt ran to WO-1-2. 1" k enunline nt FW 94 une incen11[d 4/74/R1 hy welder not cualified by the process P1-AT-LH Rev. 4. ewor 3423 5-4-81 "*" "Y #" U""- F-1 bR-9. tho mIddio mnnntfno, hnloc nn hnth cidoc Doc.
f panel in10 unro nnt unod A 7 overn hnioc uovo drillod in knok Rework
. tevens K-18. Diesel Cen. Bldg. 2C-11 intake, during inspection of F-20-4925 3424 5-4-81 it una nnrod thnt thoro la n' onnon in the o1hnu. Rework Contrary to Spec. M-18. as fit-un & welded 02-465-21-BC for Bay 3&4 V 3425 5-4-81 Rework 10-28-81 M. Orr have root nap spacinn in excess of k". M-2.00 2G-11 & 2G-12.
Contrary to Dwn. E-42B Sh.306A a Tyne 14 conduit suonorr. ICG032 (EC- Use 3426 5-4-81 1-6-172) doesn't moet length & size of welds specified. As Is 6-8-81 J. W. Miller 3427 5-5-81 C ntrary t ASME Sec. III & Spec. M-204. Snool 48"1HBB-27-S512-3-1 F/w 26 has nominal wall thickness of .375 & offset of weld is k".
F-50286. Contrary to Spec G-33 Para.4.0. items 51 & 53 of AEO- Doc.
14907 do not have a CKrR for flat har steel purchased. Rework 6-10-81 M. Sherwood 722e FOR 33-I-3
LOG OF NONCONFORMANCE REPORTS PRoJE CT N AME ' JoS No. I PAGE
, 3 4 5 8 unc no. oave 7 noncourosmance omscairvion i unmanns oisco. c^ lf,",co " ctosto av Contrary to F-50676. R-1.00-14891 the 10GA steel sheet hag no P.O.
3429 5-5-81 Rework 6-22-81 M. Slocumb
- or heat # or weather proof tag.
Contrnry to Spec. C-306. (3) E/W bars were cut with a 10' radial 3430 5-5-81 afernnco. Rework 6-16-81 P. Vanderveer
" " " * " " " *" ~" "' '"""~ " "'" ""* ""
3431 5-5-81 ^
gehnmo enhin ?AR610lH hna heen violated in two places. Rej ec t 10-9-81 R. Danbury 3432 5'-6-81 : ntrary to Spec. M-75-56-5. the imneller for Service Water Pumn Use GP-75C is battered and gouged. An Tn 9-10-81 M. Orr
- ntrary to FPE-4.000 Rev.3 Para 6.7. the minimum bend radius for 3433 5-8-81 Reject 6-3-81 L. Rosemayer scheme cable #2BB2413A haR been exceeded.
3434 5-8-81 Contrary~ to Snec. M-204. 1" s/s valve Dwn. FSK-M-lCCB-33-2 item #365 SN: VK-23-17 has no nuclear stamp tag or In tag. Rework 8-19-81 R. VanDenBosch Contrary to E-55 & ASTM A386-78, coating on material doesn't meet Rework 3 435 5-8-81 5-14-81 F. Kanchwala the anec. reanirements. makinc mat. Indeterminate. R-1.00-14973.
FSK-M-OllCC-33-2-Il2 Contrary to PQCI-C-1.50 anchor bolts for the Test 3436 5-8-81 7-2-81 K. Gustafson afore mentioned hanger were installed without QC inspection of holet Rework Contrary to Snec. C-230. conduit penetrations 1BJA102 & IBJA103 3437 5-12-81 N/A 6-16-81 P. Vanderveer were grouted using masterflow '814' grout.
3438 5-12-81 C""*"""Y t" S """^ J-568 & J-233. R-1.00-14906 has documentation Use problems on resistance temperature detector assy - i t e n.a 25 & 26. As Is 3439 5-14-81
" "#7 "^ -3 ^= """"'""' """" " " " """ "I*'"I" a In' Use 7-27-81 P. Vanderveer radial distancs. As Is 3440 5-14-81 Contrary to Spec. C-306. one stirrun bar una cut in niinator withnni Use 8-13-81 P. Vanderveer Project or Residen,t Engineer approval. As Is ntran t m. 06. excessive barn m e cut wMn n m' loc.1UseTsIs 3441 5-14-81 radial distance. loc.2&3R m.
3442 5-14-81 ntran to POCI C-1.50. (3) exnnnaion nnchorn vorn inarn11oa fnr Test 6-22-81 K. Gustafson hgr. 2-604-15-33 without OC inspection of holes. Rework ntran t m. - 06. (2) W W bars m e cut a m ons nf anne. Use 3443 5-14-81 allnnwance nn 599' alnh_ 7-14-81 P. Vanderveer Ac T c.
Contrary to Enec. C-211- (1) Nnrth /Rnnth hnre un r, cne utch4%1 distance. Rework Contrary to spec. M-176. Fnr itom #1 hor n f219-6-14 a fell nenetra-cinn un1A ung ngna en Prne. P1-A-T.H v/n hnckine rine or couceine. Rework 8-17-81 R. Grubich Contrary to Dwe. E-42A Rev.49 Sh.6_ damace van don.e to trnv noctinns 3446 5-14-81 listed o'n once'2 of NCR. -
evod 3447 5_
Contrarv en PocT c-1_50; M ovneneinn enchnre were in=ta11oA fnr Test 6-22-81 hgr. 1-657-2-28 w/o QC inspection of holes. Rework K. Gustafson y v . ... ,o 0 .. .. .
i LOG OF NONCONFORMANCE REPORTS
,Ro2ECT N AuE i Midland ,o, No. i 07220 ,AoE s 201 NOC NO. DATE NONCONFORM ANCE DESCRIPTION / REM A RKS DISPO. C SE D C LOSED BY
, Contrary to PQCI C-1.50 Act 2.3.B, (6) 3/4" expansion anchors were
,c448 5-15-81 installed prior to hole characteristics teing verified for C-1.50-75 Rework 7-1-81 N. Plante 3449 5-15-81 cont m y en m _000 Rev 3_ me minimnm und radius for n Anmo cabin #0B1J010N hns honn orcneded. N!A Dontrary to FCR-E-2143. the back half of the motor terminal boxes 3450 5-18-81 Rewod for 1&2VV-57A.B.C.D have been painted carbo-zine green.
3451 5-18-81 ntrary to Sn c. M-342. after comnletion of hydrotest EA-CT-23-PT-? Use the cleanliness of the piping on Spools OHBC-15 line indeterminate. As Is Contrary ~ to G-33. F-50855 chomien1 nnnivses & ohvsten1 tosts for Doc 3452 5-20-81 ~
7-17-81 F. Kanchwala Tynn TT comont rocofund hnen't hoon enmnlotoni nn Arn-1/As1_ Rework Contrary to POCI C-1.50 & Spec. C-305. nnchor holen innen11oa nrfnr 3453 5-20-81 to inspectton. w/o OC verification of installers & bendine_ (Fii-1 S R ?1 ewod bW T. Hahn nt m y t DCN #2 Dwe_ C-202? Rov _ W. anving non inmoni mnntenvin g Use 3454 5-20-81 9-17-81 C. Pavledes unon review of doc _ roceived. nin,nmn.ter. rondinoc unen ami++na As Is
"*#^" * ""^ ^~'I- ""'"#"" #7-$ """"# " """ ""'" ^ """^- 8 3455 5-20-81 line 305 by cun type to indororminnto d' n f O Arone_ 6-20-81 E. Dutton As Is "TI"" I"8" C 1" ^ 8 ""Y" """d " 0-3456 5-20-81 Reject 6-23-81 M. Sherwood P-47410 (item 14) 51 of the 203 were found to be Tvoe 1.
3,g, ontrary to Dwe. E-47. terminni strins TRA1 & A2 hnvn nnn-O enhlon routed thru the floor with less than the allowable required separati an scheme cable #2AB2312A was pulled thru slot ASC393 into MCC 2B23 w/oUseAsIs 3458 5-20-81 3rior QC notification & insp. Bend radius for B11 cable was 10k". Rework 3459 5-20-81 ntran t m . C-3 R a W 2x % tos 62C 6"_adhd for ca m t m M support has areas of grind marks which approach 1/8,,. Repair- 6-17-81 J. W. Miller 3460 5-21-81 ntra n t -- 00 Dg _ MA n_M_ 1 AM arbdnind ennAnit 6-24-81 J. W. Miller installed is indeterminate if an oversize situntinn oxiarn_ A s 3461 5-21-81 ontrarv en snoc_ c-910_ cnnernto n1ncomont A/691TA' nr s /1 A /R T hoa Use V' 1 record test nir enntent nf 7_1L As Is 9-30-81 L. May Contrary to Dwn. M-481 R.19. (6) 900# weld neck raised face flances 3462 5-21-81 4" ODBC-1 vard nintne scheduled 80 were installed in the vault.
Ennernrv en PRP-6_1 Art _1_3_3_n_5. Act. 2.3_ fit-un. on the PW-1.00 3463 5-21-81 -
pg7 7ggB-63 & 70 were bvonssed durine construction.
nnt m y en sm nov_1. =chomn enhin # AAnm01n hne vinintoa Use 3464 5-22-81 cho minimum hona vnaine ennniromnnte As Is 6-22-81 W. Fedor.ow 3465 5-22-81 n m y en _000 nnu 1 s heme enble #0M OO5A orconda thn Use 7-9-81 H. Waattii minimum bend radius. As Is
'""h""" """" '""""A "^ """"^""
3466 5-22-81 """"""" "" "U "~ 1 " - N */""
)ox 2BJ1841 byonssing three hold points. Rework
. ,- ^
q v m . ,0 3 . ,i.,
LOG OF NONCONFORMANCE REPORTS PMoJECT N ME i Midland ,o ,, , e 07220 ,,,,a 202 I 3 e 8 s y cm . n. nave noncouronmance osscairvion i neuanns o ,o. ocyot,",co " cero u .
5-22-81 Contrary to POCI C-1.50 & Soec. C-305. (6) exnnnninn nnchnra fnr 3467 Use her. 2-604-3-10 were Installed w/n OC innnectfnn & ovcond 4" nmhnd- As Is 8-25-81 K. Gunser Dwe M604-17. PW-1.00-604-17-92, there ivi no acceptable criteria for .
3468 5-26-81 innta11ation of elbowlets at FW 92. contrary to PSP G-1.1 Rev.3. Repah cnntrnrv to Snec. M-204. 1" valves IXV0324B (024) & 1XV0324A (026) Doc.
3469 5-26-81 don't have an "N" 9-1-81 E. Kalemba Stamn data tag for Dwg. FSK-M-1HCC-75-1. Rework 3470 5-26-81 Contrary to FPG-5.000. seal water return cooler #1E-59A has annrox- Rework 8-21-81 M. Orr imately 23 arc strikes. See NCR for the locations.
" " Y #" ""^ "- """ ^~^; * " ""- "" ""E^ - V- Use 3471 5-27-81 M-610-6 R_1 unn fnhhod u/n Oc vorific_ntinn nr anc_ nf clonnlinonn_ 6-22-81 L. Glatz As Is 3472 5-28-81 C nt m v to Spec. C-305 & V.P. E-49-1-5. E-19-3-9. & E-11-1-5 Use 7-29-81 W. Fedorow battery charners and inverters not anchored properly. As Is 3473 5-28-81 """'"" "" """"~ "- **. nn nm nf nmn11 nine Hne M-1HCC-33-1 3474 5-29-81 R .0 5 210 each - 1" CBA-CB valves nurchnned from crnna cnif It.162 Dac.Rwk.
has documentation nroblema. It.3 N/A 3475 5-29-81 Three Tyn'o 14 cupnnrtn fnr ennanft ?cnn11 nro unided nernan n honm Use 7-23-81 C. Lemons flange other than specified in E-42. As Is Cont w y tn hoc - c- m ER urftton en t r'n c k thn unrk far n r n ,'
3476 6-1-81 Rework restraints listed on pace 2 that are remainine to be comnleted_
Contrary to spec C-321. there exists 2-7" core drilled hnion with n 3477 6-1-81 N/A 8-12-81 P. Vanderveer clear distance of 1 .
3478 6-1-81 C ntr ry t Spec. C-306. (4) horivnntal hnra were cut within n 10' Use radial distance.
9-1-81 L. May As Is Contrary~ to Soec. C-306. erade B7 studa received on P.O. F-4754? Doc.
3479 6-2-81 7-21-d1 M. Sherwood R-1.00-14909 does not have all the documentation. Rework on m y to P P nn nue_ M-6 nh- Mt un une hyn - nd Use 3480 6-2-81 and joint welded without AT concurrenco_ 8-14-81 R. Amos An Tn
""' * ? '" " - - - 8" " ""' " "
3481 6-2-81 "E-Rework 10-19-81" 4. Glatz actual condition--le 3/!^" ar laec "11 nrn"nd-OC has no citeria for acceptance of warpane for hnr. 2-604-15-27 Use 3482 6-2-81 therefore leaving quality of beam indeterminate. As Is 3483 6-3-81 enntrnrv tn snec_ c-231. there exists 2-3" core drilled holes with It.1 N/A 8-7-81 R. Huron 4 3,, , ,,_gn og o,,s on gion, ascenncn_ " 2 Std, Rep.
" "" ^ " "
3484 6-3-81 6-18-81 type 316 nuts dnn,t hnvn mnrkinon_ Reject M. Sherwood 3485 6-3-81 M- l "" " i _ nn I s1 % OA mannnt nnt yet nnnrnund- Doc. 7-17-81 R. MacGlashan
_, Rework 7aac Fon jG-3 9 3
LOG OF NONCONFORMANCE REPORTS enO2ECr N AuE i Midland ,o,,,,i_ 07220 ,,,,e 203 2 3 4 6 5 7 NRC NO. DATE NONCON FORM A NC E DE SC RIPT40N / RE M A RM*: DISPO. C 05E D C LOSED BY 3486 6-3-81 I"" " " "Y " " "" "r #nccc-n a _ m-R_9 & nn Dug. PSK-MPc-7-2016 Rework J 5-SE ". " t:. d ic,;ia are nnt neconnIbin for roinnnnetInn_
3487 6-3-81 I"" * " "Y " " I " ' " " #ECCC-"85- "'I 2 ^' "" nug. FSK-MPc-1-1019 """
Rework 8-13-81 L. Glatz not accennihle for reinnnectinn_
C-?_10-??. Nnn-O ahimino material was used contrnry 3488 6-3-81 ' to Dwe_ C-350 Use Detail A and FCN #C804.'
As Is 3489 6'-4-81 Contrary to Snec. M-204. O.C. has no documented cleanliness for Use 8-19-81 R. Runyon FW 15.16.&27C3 on Dwe. M611 sh.4. orior to weldine.
~
~
As Is Contrary to E-42B nh_332 R_2. P1001 double strut wns unnd nn tun 3490 6-4-81 Rework tyne 12 supports rather than P1001A1 trinio ntrut_
Centm ry en MP c-6_1 - vnivo m" MR-M -H M-04 M nn Dug M6 m Use 3491 6-4-81 7-28-81 R. Bersch sh.4 was installed without Act. 2.8. As Is
" 611 sh 4 cnntrnry to M-204 OC has no documented cleanliness for Use 3492 6-5-81 7-28-81 R. Bersch m3 Rc1~ .t~ A nn ennni ?FCR 24-611-4-4 As Is 3493 6-5-81 Contrarv to' PSI'Act. 2.8. valves 24"-HCC-6B(404-1-005) & 24"-2SV- UscAsIs 0418(404-1-004) are installed w/o Act 2.8 sinned hv OC prior to clos ure.
~
Enntrnry en POcT P-1_10. valve IMO-1024A (410-103) on Dwn. M-610 sh4 '
3494 6-8-81 _
g g 3,g uithnnt nn TR bnlne issued. Rework 10-2-81 E. Kalemba Contrarv to Spec. M-204 & BOAM Sec.5250. OC doesn't have doc. that 3495 6-8-81 Rework supports the validity of the vibro-etched heat # on pipe.
6-8-81 Contrary to ASME code Sec. III NCA 3800, the CofC accompanying the Doc.
3496 fittings received on R-1.00-14859 (P.O. F-3139) doesn't have all info. Rework 6-16-81 M. Sherwood Contrary to snee. M-326. her. sketch 1-603-7-12 Sub.4 specifies the 3497 6-8-81 use of crouted anchors. actual installation consists of expansion.
Cnnernrv' en ASMF Sect. III. valve 24"-2SV0421A(404-1-81) installed 3493 6-8-81 without the nameplate with the Nuclear Code stamp.
Rework 8-24-81 L. Glatz C-1.60-321. contrary to Snec. C-306. durinn review of April's cut Use 3499 6-10-81 9-25-81 L. May rebar asbuilt dwns.. 3 N/S bars were cut within 10'. Ac T, Contrary to Spec. M-204 & PSP C6.1. FW 43 on M-617 sh.6 was welded Use 3500 6-10-81 u f thnn t - On Anceir-on en t inn nf clonn11noce Inenoctinn- 7-28-81 R. Amos Ac p Contrary en Spec. M-204 Parn. 4.1. the lenk chase materini welded N/A 7-24-81 J. Brownell to the flued head at Pene. 12-51 has no material I.D..
Cnntrnry to spec _ M-204 Pnrn_ 4.1. the lenk chnne materini velded 3502 6-10-81 ,, ,3, p 3 n ,a w o, a ,, , p,,, , ,. ., , .i n n 97_si wnc nn m,eorini T_n.
N/A 7-24-81 J. Brownell 3503 6-10-81 Hydrntont RN-CT-? A 6 uoro norfnrmod withnut the unter chemintry Rework 6-24-81 C. Fugate nnnlyn-fn en vorffy crndo TT tonting. contrnry to FPB-1_000 & T-1_00.
""" "Y "" " ^ ' ^"" """ '~
3504 6-10-81 bypassed -
durine construction.
' ' " Y " " "" "Y ' "- I I
4
, . =
/
7220 FOR. 3393
LOG OF NONCONFORMANCE REPORTS TIL ON I
PROJECT N AME JO B NO,' PAGE O 2 3 4 S 4 NRC NO. DATE 7 NON CON FOH M A NCE DE Sc ot tPTION / REM A H MS OtEPO. g gg CLOSED BY SC 1.05-218. enntrnry to ASTM C-31-69_ nnecimonn ennt nn 6-9-81 Us unre monsured nt 82 F. As Is 10-13-8I B. DeArmond Contrary to Snec. A-41. A-41-5-1 carboline product data sheets for Use nhenoline 305 has no recommendations as to specific process of mixir a.As Is 6-24-81 R. Bennett 3507 6-11-81 There in no evidence of 0.C. verification for cables listed on UseAsIs nnon 2 nf NCR nannine thru vias listed. renderinn cables indetermin, Rework 3508 6-12-81 "" " "Y " 9""^ -
^ "" " "" "# """ #" '" " """ " " " "" 8-13-81 P. Vanderveer face wall without P.E of R.E. approval. As Is Contrary to Spec. C-33. a CMTR can not he supplied by the vendor fnr R-1_00-15004 nn P.O. F-50286. leavine material indeterminate.
Reject 6-30-81 J. Mattioli 3510 6-16-81 " # " "Y " 9""- " #"Y
"##'"9" '" "" " """
- 7-27-81 M. Sherwood received on R-1_00-15243 P.O. F-50240 are rinned. As Is 3511 6-15-81
" " * " " " * " """ "-'O "' "" -"- "" - ^- " " *" 8" nd ulR nr unr1f1ontInn L Ane af c1onn1fnoce,nten mnt 9-16-81 J. Clark miccing hant # _A c Tc Cnntrnrv tn Rnne_ M-?O4 - nino A enunline hotuonn W #10 A FU 11_ Doc. ,
FRY-M 1HRC 64R 1, unen inctnllod u/n nC vorfff_ nf clonn_ A hont #'< Rework nntrnry en FDP A nn m _ 6 916 7, thn minimn n hond rndinu nf 3513 6-15-81 Raj ect 7-1-81 R. Spisich enhin ? AM11001 A une nvenodod hv 1 5" Contrary to Spec. M-204. FW#7'on FSK-M-1HRC-447-? A W'c #9A1 nn Use 3514 6-16-81 9-10-81 C. Fugate FSK-M-1HBC-3-1 have no documentation of OC cleanliness _verificatiort . As Is 3515 6-16-81 Contrary to PSP G-3.2 R.6 there is inconsistent identifientinn nf FW #43, 50, & 38 f rom Dyn. FSK-M-2HBC-128-1.
Contrary to Spec. G-33. the #6 rebar received on R-1.00'n-14964-3516 6-16-81 8-17-81 M. Sherwood 14965, & 14966 didn't meet the minimum streneth recuirement. Reject 3517 6-17-81 ntrary t PSP G-6.1 R 5 Para. 3.3, W #1 Ng. M M -80 sh.2 was welded out without an IR or documentation. N/A 7-1-81 L, Glatz Contrary to PSP G-6.1 R 5 Para. 3.3, FW #3, 7, 11, & 19 Dwg. FSK-M-3518 6-17-81 IHBC-3-3 were welded out without an IR or documentation. N/A 6-24-81 L. Clatz 3519 6-17-81 Contrary to PSP C-6.1 R.5 Para. 3.3, Fw 38R1 & 4h1 dwg. FSK-M-1HBC-4-2 & FW #8Rl_ FSK-M-1HBC-498-1 welded out w/o IR or documentation.
3520 6-18-81 Contrary to Spec.11-201 Rev.8, pipe spool 2ECB-2-S611-1-2 has Use W' buckles for about 2, up the bend of the pipe. 10-29-81 R. McClashan As Is Contrary to Snec. C-231 3 N/S harn unro cut in violation of the Use qvin e _ nn thn clnh nt 67&' 6" As Is 8-13-81 P. Vanderveer Contrary to Spec _ M-204 Rov _ 14. thore in nn mnterini trnconhility nn W'n 1inted nn '!C P nngo ? tn nug PSK-M-1HMC-4-R_ Rework Contrarv in Snoe. M-?O4 A PRP C6 1 W 1A nn FRY-M_1HRF 4-R Dnu ? Use 3523 6-18-81 has no documented cleanliness by Q.d.. 9-10-81 C. Fugate As Is
, r, 7220 FOR G-3. 5-3
?
i LOG OF NONCONFORMANCE REPORTS
,RO2ECT N au E ' Midland ,o ,, n o. 07220 ,,or e 205 2 3 4 8 3 y N RC No. DATE NONCON FORM ANCE DESCRIPTOON / HEM A RKS DISPO.
^ "
C OSED C LOSED SV 3524 6-18-81 n ra . , #11 v rtical bar 6'2" W/7.2 was cut in Use 9-1-81 L. May north face of a nilnster_ As Is 3525 6-18-81 Contrary to Snec. C-306. 3 vertical bars were cut within a 10' Use radial distance. As Is 8-13-81 ,P. Vandervee'r 011 from crane located above JB 2R.1571 hnn hoon drinning nnen Rep /Rej.
3526 6-19-81 cables 2BB2411 A&B. 2BB2408 A&B_ nnd ?RR7424 FAU_ tinnAuTa Contrary to Dwg. E-22-49-1. the black conductors of cable 1AD1001AG Use 3527 6-19-81 & 1Anl001AM are bent into a loop which is 3%. . 8-24-81 J. W. Miller As Is Durino Ann Arbor SOD review of Southern Boller QVD, there were 3528 6-19-81 nroblems found with the documentation.
Contrary to Spec. C-306, one #11 vertical bar of a #11 vertical Use 3529 6-22-81 8-13-81 P. Vanderveer bundle was cut without Resident or Project Engineer's approval. As Is d umen i n mc v ru Unistrut anosn t m enin se 3530 6-23-81 7-29-81 M. Sherwood veriffentinn rennrtn ronnfrnd in Rnoc_ F-57 Rou_?, Pnr n ,A 't _ A _ Ac Ta Contrary to Spec. M-204. FW #3 was installed without OC verification Use 3531 6-23-81 8-3-81 L. Glatz or documentation of cleanliness. As Is Contrarv to Spec. M-204. stanchion welded to pipe on hgr. 614-10-50 Rework 3532 6-23-81 with full penetration weld, causing flattening of the pipe. _ UseAsIs
~~f
- U "#8 3533 6-24-81 -50286. Contran to Spec. G-33, the material test moort for @ _ Doc 7-9-81 F. Kanchwala material i;ceived on AEO-15005 isn't legible and traceable. Rework 3534 6-26-81 Sway struts & nring cans were received without the weld exams on several P.O.'s (see NCR) contrary to ASME Sec. III Sub/Sec NF '74 Ed. Rework Contrary to OCI Act, 2.8. valve 2b 2CCC-GT-L(404-1-033) was install- Use 3535 6-26-81 8-3-81 L. Glatz ed without QC signing Act. 2.8 prior to closure. As Ts S 11 Field Density Test results do not meet the requirements of 3536 6-29-81 Spec. C-210 Rev.3.
3537 6-29-81 Contrary to G-6.1 Para. 3.3, OC doesn't have completed POCI's P-1.00
& P-2.00's on lines 1Isted on NCR. leavine them indeterminate.
3538 6-29-81 ntrary t A m C-150-78n Actna comont Tmh _ Tont Ronnrt chamic,1 Test Data indicated a 3.6% So, content _ N/A 7-17-81 B. DeArmond n ran n A ara .2. omvisions m en't V 3539 6-29-81 .
made by construction to protect adiacent couloment.
Rework 10-20-81 E. Dutton 3540 6-30-81
' "" "#'"E d #"" "E"*I"" ""I"" ""
were discrennncion fnund nn n roc t rne co,1 cnnernen corufen """""""",ene'n"4nn u
"t #8U t "" "# ** ' "" " " ""* "" "
3541 6-30-81 ^
10-7-8 L. May south face of C lino in R- 111 nt F1_ SR&' n" ,_
As Is
" " "" " " " " " " '""""E # '"'" """" """ ^ "'"h""" "" '"#"""
3542 6-30-81 nrotectlon. Rework 7-21-81 H. Waatti
=
g #%
4 1 7220 FOR 3.33 i _ _ _ _ _ _ _ _ _
LOG OF NONCONFORMANCE REPORTS
,so;ccvunuc' Midland ,o, no. i 07220 ,,ce s M6 2 3 4 8 5 7 u nc so. 04Tc noncourosua~ce oescsi,rios i scuanns A ois,o. CLoscD BY c&c NC gD 3543 6-30-81 Contrary to Spec. C-306, during installation of pipe 2 6"-0118 C Use 1114 (619-5-32), a #11 horiz. bar was cut within 10' of 2 other hars An in 9-1-Ol L' H Y Contrary to Spec. C-306, 3 vertical #6 bars were cut within a 10' 3544 6-30-81 radial distance. Repair F-39296 & F-44287, Contrary to ANSI B16.36-75, the orifice flanges 3545 6-30-81 received on R-1.00's-11568 L12515 were supplied with 4" pipe taps.
'3546 6-30-81 Contrary to PSP 6.1 Rev.6, ing . Act. 2.3 on PW-1.00 Rev.1 M618 25-203, 190, & 191 has been bypassed & welds completed. Rework 3547 7-01-81 Dwg. M-619 Sh. 1 Contrary to M-204 material used as welded attach- Rework ment for component support was not purchased from an ASME appr. supplier 9-17-81 G. Fulmer 3548 7-02-81 Pipe received on R-1.00-15195. 1 piece doesn't have the markinen reaufred in Spec. ASME S3106 or the heat # etched on the end of nin >
M-611 sh.4. Contrary to ASME Sec. III Para. NC-3645, during install . Rework 3549 7-02-81 10-19-81 M. Orr of hgr. lugs for FW's 87,88,89 excessive shrinkage caused flatteninKUseAsIs 3550 7-02-81 Contrary to Spec. M-204. material used as welded attach. for com-ponent supports wasn't purchased from ASME approved supplier. N/A 7-7-81 J. Miller P.O. F-50360. Materiel received on R--1.00-15204 doesn't have the Doc.
7-23-81 documentation required in Spec. C-33 Rev. 13. Para. 4.0. Rework M. Sherwood Contran to Spec. M-204. FW #6 on FSK-DVI-M604-13 Rev.5 was Instal- Use 355~' 7-06-81 9-4-81 L. Glatz led without QC verification or documentation of cleanliness. As Is 3553 7-07-81 Mnterini on P O. M-398 has been identified to be indeterminate in DocRwk.
satisfactory comp'etion of the Qual. Test Rqmts., also NPV forms wri tten to wrong rev.
3554 7-07-81 "S" M l " 66-1-HI hnn n clonrnnce of approximately 5/32" Rework 10-17-81 L. Glatz hotunen the nine and the PCS 104 restraint.
3555 7-09-81 FW #28 on P-2.'10-604-13-4 was installed without OC verfflention or_ UGe 8-3-81 L. Glatz documentation of cleanliness, contrary to Spec. M-204. As Is 3556 7-08-81 C ntrarv to Spec. G-33. the proper documentation _H sn't hoon Doc. 7-23-81 J. Mattioll supplied by the vendor for material received on R-1_00-152s4 Rounrk 3557 7-08-81 Contrary to Spec. C-33. the nroper documentatLon hann't hoon Do . 7-17-81 J. Mattioll supplied by the vendar fnr marortal rocolund on n 1_OO-15917_ Rowork 3558 7-10-81 F-47542. contrary to Spec. C-306. the G-321-D wasn't nrnvided fnr Doc.
the material received on R-1.00-15255. Rework 7- -
3559 7-14-81 The test reouired on P.O. F-51726 for material reveived on R-1.00- Test 15470 hnvo nnt hoon enmnietod_ Rework 8-28-81 F. Kanchwala 3560 7-14-81 C""tr'rY to EPoc- C-27-WC-1 nov_ 12. welder P-1060 aunlified in P1- Re ork 9-23-81 R. Amos A-1H .0625 to .8130 y cformed welding on hgr. lugs 1k thickness.
3561 7-14-81 Contrary to PSP 6_' ,nv. 6 Parn 1_1 FW'n for Spnnin lHRn-4RS-S- Use 652-1-1 & lilBD-489-S .652-1-1 were welded without any OCI's. As Is et -
w m_.5 ...
LOG OF NONCONFORMANCE REPORTS W
,=O2Ecr N AuE i Midland ,o, uO. i 07220 ,,,,e 207 2 3 4 6 5 y N R C NO. DATE NONCONFORM ANCE DESCRIPTION / REM ARMS " "
O t sPO,. C OSED C E.O S E D B Y Contrary to Spec. M-326 Para. 5.1.1. a k"x4"x3" A500 tube steel was l 3562 7-14-81 Reject installed instead of k"x8"x3" ner desien sketch.
3563 7-16-81 Contran to hec. C-306. dudng installation of nine h 12"-OHCC- '
1, 46-H2. a #11 vertical har was cut within a 10' radial distance. 7/A 9-1-81 L. May 3564 7-16-81
"""? "" ^ -6 """ "E'h""""""" " " " " ' " ' ' " 'h" " ' ' * " ' ' " ' - '
8" 10-21-8y P. Vanderveer turn unn recorded nr 67'F nn 7/16/81 0 0745. As Is W. DeArmond F-50768 contrary to Soec. M-305. a comnleted C-321-D form hasn't Doc.
I 3565 7-20-81 '
F. Kan h ala been submitted by the vendor for material received on AEO-15253. Reunrk 3566 7-20-81 Contrary to Spec. M-326. hR r-.1-657-36-25 frem 2 in welded across Use V f1nnon nf ovintino honm without prinr Project Enoineering nnnrovn1_ An Ta 10-5-81 W. Smith
! spec _ M-126- bgr J g. 1-657-16-15 cniin fnr RA 515 CR 65 mntorini 3567 7-20-81 I
to be installed at FW's 18.19.35&36. SA 36 mat. has been inntn11ed.
l 3568 7-22-81 The documontntion received on item 17_36 R-1.00-15558 in for Non-0 Use i
mar _ . cnntenry en .1-904 ntnrino thnt from 17_0 ho o mntorint. As Is 9-23-81 R. MacGlashan F-518?5. cnnernry tn Snon- .T-710- n C 171-D fnrm hnnn't hoon nuh- Doc.
mitrod hv tho vondnr for materin1 rocofvod nn AFn-15460_ Rework 8-25-81 F. Kanchwala I Cnnernry'fn MnInt_ Ronnrt F-! D-1 ? 7' RCR 1 nn chargor enntrni hnnrd_
3570 7-22-81 Rework V109R in innno_ lonvino it'n nun 11tv i ndrs t o rm i nn t o _
rnntrnrv en Rnoe. r 3nN 1. Fen r 9RN1 Jatoc unro Art 11oA nn 7/11/81 Doc. V
, 3571 7-22-81 & drilling pe'mit r 11468 generated on'7/14/81 without all requirmentoRework 9-29-81 J. W. Miller .
3572 7-22-81 Leak chase material welded to flued heads on 12-51 & 22-51 have nn
, material I.D., contrary to Spec. M-204 & ASME Sec.III NB 4435.
I Contrary to Spec. M-18 & ASME Sec. III. pressure relief valves 1PSV 3573 7-24-81 & 2PSV 5229 A & B don't have nameplates and stamps. A ~ ~
- E" "
3574 PSP G-4.1. miscellaneous nlatforms identified as non-conformine R w rk 7-27-8f based on the claibration of skidmore BPC-M417 being out of tolerance ,
10-8-81 E. Dutton Contrary to Disno. of NCR-3534, hars. 0-618-1-8,9,10,&l2 and 0-681-it 3575 7-28-81 2- 29&30.haye _ corner _lada sway struts installed. Rework 3576 7-28-81
" #"#" * * ~ ' Prgper, documentation for_ material Doc. 8-11-81 M. Sherwood
'I receivod on R-1_00-15451 hnnn't honn nunn11od hv the vendor _ Rewnek Contrary to the disposition of NCR 3534',' hnr. 0-618-1-11 has a 3577 7-30-81 corna lada sway strut installed. Reject Contrary to Spec. M-204 Rev.15. line 2"-2HCR-22 isn't installed to Doc. #
'l 81 9-28-81 R. Pope 1 the latest rev. of FSK-M-2HCh-22-2. Rounrk
- ' Contrary to Spec. M-204 Rev.15 1,ine IHCB-22 isn't installed in 3579 7-30-81 Doc.
'} accordance with FSK-M-lHCB-22-1 Gy,4 & FSK-M-lHCB-22-2 Rev. 2. Rework 9-25-81 R. Pope
- - " - """*"""" *" * " ' """*~""""""'"d "'*h *" Doc.
3580 7-30-81 -
8-19-81 M. Sherwood material received on R-1.00-15531. Rework
,f II , , ,,
i i
g 23 o rORjo.a. i.:
I LOG OF NONCONFORMANCE REPORTS C5?
enO;ECT N aME i Midland 30 uo.i 07220 ,,OE e M8 2 3 4 s 8 N RC NO. DATE 7 NONCONFORM ANCE DESCRIPTION / REM ARMS Ot5PO' "
CLOSED 3581 7-30-81
- mntmy en C-33. no statment of mnfn - nm m a m o t u,u Doc.
for material on R-1.00-15402. Rework 8-24-81 M. Sher 'ood RW-1.10-21 there is insufficient clearance at breaker-ha m ss con- /
3582 7-31-81 -
nection betw. lues & breaker supports at IB&2B24 and IB&2B2'i. Rework 10-14-81 H. Stevens 3583 7-31-81 C ntran to Dwn. E-% Rev.E IBKAM isn't routed to WPMB nor to N/A the proposed-location of control box INP41B.
3584 8'-3-81 C ntrary to Spec. J-255. no radionraphic film has been received on Doc.
the valves received on R-1.00-15625. tan #1PV-3100A&B-1 & 2PV1200A&T.-l Rwk.
Contrary to Spec. G-27 WQ-1 Rev.12, Hgr. Sk. 1-631-1-1, we th rs 3585 8-3-81 P982 & Pll29 were not qualified for the thickness of mat. Tnitalled Rework 9-10-81 J. Herbert 3586 8-4-81 Contrary to Spec. C-306. four horizontal bars were cut within a 10' radius on the south face of B Col. line wall. Rework 10-13b R. Huron 3587 8-4-81 F-50628 R-1.00-15388, no G-321-D was received contrary to Spec. M-305, also heat code on documentation differs from on material, Doc",
ngun t 9-3-81 J. Mattioli Contrary to Spec. C-88 SCN-Il002, well #COE-10 was disconnected &
3588 8-4-81 reconnected without written approval from contractor.
Sne . M-204. va lve 24"CCC-GT-L (404-1-28) was installed and didn't 3589 8-4-81 Use 9-4-31 L. Glatz have Act. 2.8 sinned by QC prior to closure, As Is Contrare to POCI P-2.10 Rev.8 Act 2.1. OC didn't verify preheat re-3590 8-4-81 qurements on hgr. FSK-M-lHCC-63-1 H3 welded to a 4" thich column.
Contrary to E-42B Sh.342, type 25 conduit support EC-2-37-143 is 3591 8-5-81 located 91" 5 from an HVAC support attached to linear plate.
Use 10-29-81Y J. Miller As Is 3592 8-5-81 Cnntrnry
- to Essex Groun Letter. cable 2AD1107A has a bent radius of
_7n ,, trny 2A3F04 renderine cuality of cable indeterminate. Rej ect 8-31-81 R. Danbury
" " ~ Y " " "T ~ #^ " * * ^ "
8-6-81 9-28-8I
^ ^
3593 Reject R. Danbury 2RO175n vininte the bend radius where cables enter tray 2BVA06.
p1 in Aag 7 univon 7 "Hf'R-C R Vn 448-2-006 & 3"HCB-CBVDP 448-2-004 3594 8-6-81 Use 9-11-81 incentina ufchnne Act. 2.8 siened by OC nrior to final closure. As Is C. Fugate cnnevnty en nwo, _ F-42A rennfromonta. raceways. 1-Isted on NCR. emb- #
3595 8-6-81 Std. M-M ggggg g Sn,,_gn gimm, ci,3 ng cnn,_i 3,y, sogn pinngga n, ,,,, ,m m,,, J.W. E ler 3596 8-7-81
""" " ? '" #- - '^ ^ "" ""#' " "" ^" "
orennration by OC nrior to finish linear ntate coatine was not made, As Is 10-21-R1 - F. Dutton 3597 8-7-81 cnne m y en nue. F-42R sh. 342. n conduit support for 2ALA015 and a Use tubino cunnnrt fnr ?RVA014 -l e utthin 4" nf n Tvno 25 cunnnrt. Ac Tc 10-29-81 J. Miller 3598 8-10-81 Contr'ary 't'o Spec. C-306, during installation o'f' pipe ha'n'ger 3"-OHCC-22-H1, two #11 horiz. bars were cut within a 10' radial distance.
Hancer 1-657-39-28 welding nf Tenm 1 cnnnne be vinun11v ernminna 3599 8-13-81 per Spec. requirements of M-326 and G-27.
t ,- ..
7220 FORs 4-3 3 3 A
i LOG OF NONCONFORMANCE REPORTS CY PROJECT N AME Midiand Jos no.' 07220 ,.o e M9 unc no. oave souconeonmascc oescasenon i neua nns oiseo. c^ fo',",C o " ctosto av Contrary to Dwn. C-2010. flowmenter #BPC-2978 due for calibration 3600 8-12-81 on 8-11-81 is still in use.
Contrary to P.O. F-52130, no Statement of Conformance was received V 3601 8-12-81 Doc. -
for material on R-1.00-15541, leaving material indeterminate. Rework 10-13-81 M. Sherwood
,,C-1.50EH-225a Rev_1. nupport #EC2-37-58 hnn 2 nnchnra uithin 1 7/R" Use
- - 1 from an embedded channel. ner Spec. C-305 reauired ne lonnt 6"_ As Is 10-29-81 J. Miller 3603 8-13-81 Contrary to Dwn. E-47 sh.6 6 E-42 sh.1 & 60. 6 conduits &4 sdctionn of tray are installed unmarked & don't appear in the schedules.
3604 M-610-3. contrary to PSP-6.1 Rev.6. FW #54 was welded without n unla Use 8-13-81 insp. record or documentation. therefore comnleted weld in indeter. As Is 3605 Spec. C-52.3. durine Ann Arbor SOD doc. review of Intnnd Rverson OVD
.j 8-13-81 omission of test results & material desinn. &/or crade were found.
3606 Contrary to Spec. C-305. Her. FSK-M-2HBC-56-1-H6 nrint enlin for 8 1 8-13-81 expansion bolts while ,sbuilt cond. hns 7 anchors & 1 crnnind hnit_
M-638 sh.13. contrary to snee. M-111. Ultra-sonic TR for finod bond 3607 8-14-81 1Z-38 was inspected hv a Level I instead of Level II_ -
Contrary to Dwe. E-47 Rov 2_ n chnnnol 'A' enble in Innned nrnnnd
' 8 Rework 10-30-81 R. Schaut two Non-0 cables in trav 1NHK03.
Contrary to Snec. C-105 reaniromontn nf minimum dintnnco en C4 3609 8-14-81
~
N/A embed be 53s".'a Type 2 support has anchor within minimum _ distance of embed.
l 3610 8-17-81 While runnine fish tane thenuch n ennantt tho tnno unnt ncrnan tho Use #
post of a batterv causine an Nrc. which burnt the batterv ton 1/8". An Is 9-29-81 JC Miller j C-1.31-155. contrary to Spec. C-230. concrete from ticket #46080 of Use 3611 8-17-81 placement Y630-0 had a slumn of 91s". As Is 10-21-8[ P. Vanderveer
.! F-52362. contrary to C-33. upon inspection the threnda nn the enn 8- -
Rej ect 9-17-81 J. Mattioli l
screws and nuts received on R-1.00-15746 were damaned.
I Contrary to FPE 4.000 Rov _4 Parn. 4_2 cnhing 1AT047C_D_AF nron't 3613 8-18-81 Doc.
listed in current rev. of Dwe_ F-37, but pullnd por untannna rou_ Rework M-617-5. contrary to Snec. M-204. flued head 27-62 hnn novor,1 donts i 3614 8-18-81 nn ,wn nneor curenno mainron, ,n vt, 337 .-
Contrarv en Due_ F-17 R u_ 47_ onhin 1AR410RA unn vnntod frnm Ak' A 10 V
- 3615 8-18-81 to AJD11 in accordance with an unannroved DCN.
- I Contrarv en omhnd ronmnra nf Mnno_ C 105_ n IIVAC nunnnre una innen1 3616 8-18-81 ina nn c' 3 rn,nnoi o,doa ,.f,, win'7 1/9n e,atnc nr wor rsv v_ oven _1_on ,
'~
Contrary to Spec. C-230 and P.O.-5'1514. the chemiEa1 analysis
~
' 3617 8-20-81 resulted in 61.7%.
' I""""""" *" " " '% "-3 E d"" *^ '
3618 8-21-81 -
""'#"'"E """" ""'
' '" #"S """ se 10-13-8I L. May i
i made of the same slab: while incorn_ thonn. bars were in violanen. As Is i
72 20 FOR. G-3. 1 - 3
LOG OF NONCONFORMANCE REPORTS W Midland PnO2ECv NAuE' ,o , no. i 07220 ,,,,a 210 2 3 4 4 3 y NGC NO. DATE NONCONFORM ANCE DESCRIPTION / HEM A RMS ^ "
DISPO. C 05ED CLOSED eY MCAR 97_ i n d o t o rm i n n r o donion critorin for Westinethouse Cate Use 3619 8-21-81 y,7ygg, n ,
o,_ o m.__._
As Is 3620 8-24-81 C""t"^"Y t S 9 "" M-204. npool OHBC-19-S619-67 the section of nino Use -
betw. FW 162 & flange at B.F.V. 419-028 has been damaged. As Is
- "~"~'CI"~' ~
""" *" """"*""""'"" """'"'*? "" ' """ h""" """*
3621 8-22-81 -
FW 1&4 have nevernt uith ninhnlon. & 4 Isn't unifnrm In niro A uf dti 3622 8-24-81 A _
0427C_D.E.C.H cable jackern have been damnced during STD.
installation renderine the cuality of cable i n d e t e rmi n n t e _ Repair 10-7-81 S. Revich C""*"""" '" """"- C~ h"""'"E """"" "I"*"" ""A 3623 8-24-81 f'""f"" """"'""d nn R-1_OO-19441 dn nnt moot tho endo _
3624 8-24-81 Spec. M-326 reauires the sum of clearance measured nn nnnnnico sido<
of pipe not be less than 1/16". hnrs. 1-603-3-16 & 24 are unaccenent io Rework 3625 8-24-81 Contrary to POCI P-2.10. OC didn't verify orehrat reonfremonta nn hers. FSK-M-1HCB-267-1-H7. FSK-M-2CCR-6-1 III . and FSK-M-1CCR-11-1-H1 3626 -37 Rev. 48 calls for cablen lAWO45K in he rnntn? thrn ASEQOO 8-25-81 contrary Rework to this. 1AWO45K in routed thru ASL897_
Contrary to Spec. C-305, no documentation can be tound, but torque 3627 8~25-81 paint has been applied to anchors used to support junction box 1BJ1 126. 1 3628 8-25-81 Contrary to POCL C-8.50. Amercoat 90 batch #6107003./6106185 was mixed & applied in Q areas w/o the daily verification by a QCE.
3629 8-26-81 OBB68043. Dwg. E-37 roQtes cah!e thru tr pf iBFJ28. contrary to thin trav is not installed.
Rework Contrnry to Dwg. E-37 & FIE 3.300. cables 1BFWO83H. 1BFWO890 routed 3630 8-25-81 wrong. conduit 1BC093 reworked without a card issued.
~ ~
Contrary to POCI P-1.30 Act. 2.8. valve 2MO-3968-A(439-3-005) betw. Use V Fw 9,10,10R1 on Dwg. M-633-3 was installed prior ta IR being issued' An Ta 9-28-81 G. Fulmer Dwe. E-37. E-4?A- Cahlon or rnorna then ut,c gg indiented nn dugn. Use 3632 8-26-81 enh1oc cnnnpod Anring nnitino, nnnnnnnrtod n i _r i _
tnen exenods mnv. dint _As Is 3633 8-28-81 Contrary to Dwg. E-37. cable nulled thru different route. and cable
?RTO?9R hns nn critorfn fnr mnvimum hond rndinn A null tonninn_
3634 8-28-81 F-51264. nm Srntomont nf Cnnfnrmance unn received on R-1_OO-15628 Doc.
leavinc_ the status of the material indeterminate. Rework 9-4-8 L J. Mattioli 3635 8-31-81 Onblo 1RR5411H_ tun enblen exint with the namo identiffentinn_
cnnernry en nun _ p 17- Rework
~
3636 8-31-81 Contrarv to Soec. M-204. lonk chnso mntortn1 uelded to flued heads at Pene. 1Z& 2Z-55 have no material identification.
3637 8-31-81 Soec. C-88_ the ernvel nncking nnornrinn fnr unil #c-1 hoonn Use V 8-27-81 and hasnt been complete'd as of this date.
As Is 10-8-8I R. Bennett t
A u m . ,0
. J O. ...
I LOG OF NONCONFORMANCE REPORTS
,ROnCT NAuE' Midinnd ,0. N O. i 07220 ,AoE s 211 2 3 4 8 S 7 N RC NO. DATE NONCON FORM ANCE DESCRIPTION / REM A RKS "
Ol5PO. CLOSED CLOSED BY Contrary to Spec, C-208. August 1981 Monthly Users Test, the con- Use '
3638 9-1-81 crete sand & pea gravel were measured with results of 0.7 & 0.8%. 10-21-81 W. DeArmond AS 1s P.O. F-51264, statement of conformance hasn't been submitted by the Doc.
3639 9-1-81 -
9-22-81 F. Kanchwala vendor for material received on R-1.00-15708. Rework Contrary to Dwn. E-37. scheme cables weren't pulled through via Doc. '
3640 9-1-81 10-9-81 2ATF13 due to field use of uncontrolled DCN #769. Rework H. Tottle Contrary to PQCI C-5.10 & PI-Stud Welding, a IR wasn't initialed &
3641 9-1-81 act.'s 2.1,2,2,62.3 weren't vreified for mounting studs on IC&2C043.
Contrary to Peabody Testing Proc. 3.21.A.1, Magna Magic BPC #M287 3642 9-1-81 on recalibration exceeded 400 emperes, therefore inspection hdeter, Rework Contrary to Dwn. E-37. cable IAA0505R was pulled through via Doc.
3643 9-2-81 1ASL934 by the use of uncontrolled DCN #774. Rework P-l_30-657-2-3. contrary to Spec. M-204. strainer 1YS 5709 C was 3644 9-2-81 fnnna to hn nunnine N stamn tag.
Contrary to POCI P-1.30. valve 2MO-3968-B(439-3-004) on Dwn. M633-3 Use #
3645 9-2-81 was installed prior to IR beinn issued and Act. 2.8 inspection.
~ ~
~As Is Contrary to P.O. F-52944. the required tests haven't been comnleted 3646 9-2-81 for the masterflow 713 Non-Shrink Grout & SofC received on AEO-15875 Rework Contrary to POCI P-2,10. QC didn't verify preheat requirements on 3647 9-2-81 hgr. FSK-M-lHBC-237-1-AH13 welded to a W36 x 300 beam.
~
During pullback and coil, jacket of cable 2AB5526A' was found to be damaged in unscheduled junction box. Rej ect
~ y P.O. F-52720, 50 nuts were found'to be ASTM A-194 Cr.2H. and the #
Doc CafC receivei on R-1.00-15818 references A-325. Rework 10-8-81 M. Sherwood e ntrary t Spe C-306, four horizontal bars were cut within a 3650 9-3-81 .
Us 10 radius. As Is 11-2-81 L. May 3651 9-3-81 Contrary to Dwg. C-2022 Rev.2 DCN 5, no readings for settlement monitoring were taken for months April and May of 1981.
3652 9-3-81 Contrary to Spec. M-326, hgr. 1-657-2-16 mark #3-lHHC-217-H1 Itew 10 tube steel a k" fillet In welded withnut nrine Prninct Fne_ nnntnuni C ntrary to PSP C6.1. on Dwne M618-3 FW 3l'C1 inspections Uere'hv- Use 3653 9-4-81 passed and inint was completed without AI concurrence. As Is 3654 9-4-81 Cables 2A'!001F. 2AYl103A. 2AYllllA. 2A0158BO & BR. 2A0335.336.337.
338A_139A. A 440A unre rnuted thru wrone vinn_ contrnry en Due_ EU 3655 9-4-81 Cables listed on NCR are a small nortion of 0 cable coils sunnorted Rework with 1/8" tv-wrans. contrary to F & E. 4.000 Act. 6.6.1. 10-7-81 / T. Hahn 6% 9-b81 Contrary to Spec. C-306 I horizontal and 1 vertical bar were cut
~ Use V' exceeding the spec. As Is 10-27-81 L. May 7226 FORL . G-3 1-3
LOG OF NONCONFORMANCE REPORTS
,,0,,c,NAMe i Midland ,o,,o., 07220 ,,o,e 212 2 3 4 5 6 N R C NO. DATE NONCONFORM ANCE DESCRIPTION / REM A RMS '
D I S.PO- CLOSED av CLOSED
_ Contrary to snee. M-326. Sect. B-B on her. sketch 0-619-4-31 shows 3657 9-4-81 additional welds not anoroved by Proiect Ennineerinn.
F-51607. contrary to Spec. G-33 the test perform e d on the material 3658 9-4-81 Rej ect rocoived on R-1.00-15501 didn't meet the reautrements.
3659 9-4-81 ""# ~ ? "" -
""- - "'""" " * " " " " " " " "I * * ""
- isn't beine strinned clean & some wires were crimned. Rework n ran M- res n -
or documentation receive i 3660 9--4-81 .
on R-1.00-15856. also requirements on Spec. & P.O. don't anree.
~
Contrary to Req. AAPD-G-6.1 Rev. 6 Valve (P&ID-452-001) between FNs 4&5 was installed without minimum QC inspection Rework Bend radius of cable 2BY3211 A-2 is less than vendor's requirements v 3662 9-9-81 and doesn't meet FPE-7.000 requirements. Rework 10-21-81 S. Revich 3663 9-10-81 Reinforcine steel nurchased on F-52822 R-1.00-15974.75 do not have Rej ect 10-13-81 v'
n11 the enrrect doenmentation. leavine the status of mat. Indeter. M. Sherwood Cnnernry to Dwe. E-47 Para. 5.10. systems have been turned over to CPCO fnr nrnoperational testine w/o the required color codinas.
3665 9-10-81 C""# ~ F #" C-27' t tyne 14 e nduit suno rt f r 1BC129 was attached to column without inspection of preheat.
Cnnernrv en POCT P-2.10. OC didn't verify preheat requirement s on 3666 9-10-81 her. FSK-M-2CCC-16-3-H3 which was welded to 3" thick embedded plate. '
Contrary to Spec. 3-207. no OVD oka. has been received on cabinets Doc. V 3667 9-10-81 with tans 1C &_2C43 and 1C & 2C44. Rework 10-14-81 R. McGlachan F-52204. contrary to Spec. M-215. the heat # stamped on the tee is 3668 9-10-81 Doc. 10-6-81 D. Randall 4W4527 & the CMTR references heat # W4527 received on R-1.00-15948. Rework ,
Contrary to FIE-4.100 Para. 4.3. cable OAB4514M ends aren't sealed v" 3669 9-11-81 and layed in water on the floor. Rework 9-28-81 D. Herwick Dwe. E-42A. cable IBD2201B has rubbed anainst a sharp edge on box Std.
3670 9-11-81 1BJ524 causinn a larne coune in the outer insulation. Renair Contrary to Snec. E-55. trav 2ALC11 has a rung missing, thus v' 3671 9-11-81 g g ,, g ,g g ,,n,,, o n , g i n ,, _ Rework 10-8-81 J.W. Miller Dwn. M-451 states sch. 160 clas's II pipe: contrary to this class III 3672 9-11-81 nine was installed. Spool il IFCC-3-S610-6-2.
3673 9-15-81 2 BIO 86B. 2 BIO 94A. 2BI-95A. & 2BIl016B were routed from BTC01 thru RTRn6 en RTRn5. ennt rn ry en Durv . F-17 nnd DCN_#761.
Use Ac Tc Contrary to Snec. M-204. FW 9 & 10 on Snool 2HRC-25-S633-3-2 was Use v 3674 9-15-81 selded withou't verification of cleansiiness by OC. As Is 10-5-81 G. Fulmer
"# ~ " " " " -
" - ~ "" " "'" "#"
3675 9"'15~81 bend ra'ius d wh5re the cable emerges from conduit 2BG047. """ "^ Reject 10-5-81" R. Danbury y n2e rOR. s a. -
LOG OF NONCONFORMANCE REPORTS
,noircy umue i Midland ,o,o., 07220 ,,,,. 213 2 s 4 6 S y
^ '
unc mo. oarc woncouronmance orscnierion i neuanxs oisco. c[o[,c" o ctosco av Contrary to PSP G-6.1 Dwg. M617-15 FW62c1 open butt (FPG) weld Use 3676 9-15-81 inspections were by-passed & joint completed w/o Al concurrence. As Is ,
. a s a emen n man asn n su m Doc.
3677 9-15-81 10-6-81 J. Mattioli~
the vendor for material received on AE0's 15761 and 15802. Rework Contrary to Spec. PT(SR) ASME. OC doesn't have doc. of acceptable 3678 9-15-81 NDE Rot. for linear indication prior to install, of har. roll plate, Contrary to Dwn. E-37 cables 2AQ435C. 436C. 437C, 438C. 439C & 440c
- 3679 9-16-81 won't fit into 2AJF002. & trav end not stenciled per Dwn. E-625.
Rework -
3680 9-16-81 Contrary to Dwn. E-42A Rev.51 Sh. 18G. slot IBSL946 has a 3 x 1 3/~8 x k annles typical for two sides, FW 45 on Spool 2CCB-26-S611-7-1 is welded at a 180*. or vertically 3681 9-16-81 down. Inst 4 1ation on flued head 2Z-28, contrary to Dwn. M611 sh.7.
Con t ra ry to Swc. M-326 Para. 4.2.4 Rev.6. Items 1&2 on W. 2-6M-368*9 9-17-81 l-4 were welded across flanne without prior Project Eng, approval.
3683 9-17-81 Cables OAB4510P. 0AB4511K. 0AB4520E. IAC1113B_ IAC1108B. IAA0012A.
1AST013B are damaged due to burns of outer iacket.
Cnne m y to m -4_000 Rov _4_ unnnmhorod enM o &nm Q t m 2 AM M M 3684 9-18-81 has cable ends not taped. stripped. & left hannine w/o terminatine. Rework enntrnrv en Snon. C-27 Rov _15 & POCI P-2_10 Rev.10 Act. 2.1. OC 3685 9-18-81 '
didn't verifv preheat requirements on har. 0-614-8-39.
3686 9-18-81 "E "- - * " Y *" " " - "- - ""^ ^
"E" 102-114 were wlded usinn PI-A-Lil Rev. 2.
3687 9-18-81 ne m y to Dwp . N 2 A % .10A . n P nim is M nn suppo M W con-duits 1BJA102 & ID3_hy unistrut and threaded I rod. N/A 3688 9-18-81 Ennernev tn nuo_ F-37_ cnhlo 1AO432C nulled thru via IAFM07 & cable Doc.
1AMUO85D has vias AJT14 & 15 channed i>v uncontrolled DCN #755. Rework rnnernry en 'i n o c _ C-306_ ffvo horizontal rebars were cut ovcondino the spec. reonirements.
Cnntrarv rn Snec. C-230. n concrete slumn of 6" with a back up of 3690 9-21-81 g q,, i m ira,a - e w ne m s o ie cho ona nr p-n u no enct_
P.O. F-51859. a statemmt of confomance hasn't ben submitted by Doc
- 3691 9-21-81 9-30-81 F. Kanchwala the vendor for material received on AEO-15897. Rework P.O. F-52653. a statment of conformance hasn't been submitted hv Doc.
tho vondnr fnr mntorinl rocoivod nn AFO-15R71- Rework 9-30-81 F. Kanchwala P.O. F-50893.~ referenced dncumontatinn hann't hoon received %r Doc. V 3693 9-21-81 10-19-81 F. Kanchwala the mntorinl received on AFO-15892_ Rework Contrary to Snec. F-11 Rev. 7. n C ';21-0 with nhnn i nn n e c t ,.r = rnn nr -
Doc. d 3694 9-21-81 hasn't been recieved for material received on AE0'-15594. Rework 10-15-31 F. Kanchwala Q y nao rond o-a. :
LOG OF NONCONFORMANCE REPORTS PROJECT N AME ' Midland 30. no.i 07220 ,,,,. 214 2 3 4 4 3 7 N RC NO. DATE NON CON FOh M A NC E DE;SCRIPTION / R E M A R KS ^
DISPO. CL SED CLO$ED B Y Cable 2BBC401M has cable jacket damage with copper showing thru 3695 9-22-81 white conductor.
Contrary to Dwn. M-480 & M-342. pipe between FW 30&33 was cut and 3696 9-23-81 -
level D cleanliness wasn't met: PW-1.00-FSK-M-1HBC-4-2-30 & 33. -
3697 9-23-81
. n cat ca e cn manm w s m v mn- Doc.
erial on R-1.00-15784. nounrk 10-15-81 M. Sherwood P.O. F-51401. contrary to Spec. G '3. no CMTR was received on j _
3698 9-23-81 Doc.
3-1.00's-15643 and 15644. 10-27-81 M. Sherwood Rework 1AS012A-2b. contrary to FPE-7.000, the bend radius of the blue wire 3699 9-23-8, Rework at the lug is less than vendor reouirements.
A A- , them wem n D tags on the teminni strin and wim In 3700 9-23-81 not identified per E-900 Rev. 53. Rework 3701 9-23-81 C- .00-49. contrarv to PSP G-3.2. well #COE-10 has been disconnected without a conditional release or disnosition to NCR 3588.
E-6.1-223 2C30, contrary to Spec. J.-202, project dwgs where the 3702 9-23-81 auestionable ITE relays are being used, have inconsistant term. #'s .
Contrary to E-42 Rev.51. E-47 Rev.2. FIE-4.100, FPE-4.000 & 7.000, It 3N/A 3703 9-23-81 cables nulled & terminated don't meet requirements. See NCR.
n rary t m es e te c n u t rs Doc.
3704 9-24-81 . .
bend radius of cable IBB5629B are less than the minimum required. Rework
/
10-14-R1 W. Federow Contrary to Dwn. E-47 Rev.2. cables 2BG1213A&F & 2BG1702G6M have 3705 9-24-81 been pulled w/o markinns or identified on card or E-37 Rev.48.
Contrary to POCI F-5.0. in panel 1C35 theres no TD taes. strins. or 3706 9-25-81 10-27-81" R. Schaut schemes to enable the verification of term. to the noint'in eauip. N/A 3707 C-1.60-331.
9-28-81 within a 10, contrary to Spec. C-231. 3 East-West bars were cut radial area.
C ntrary t snee. C-305. her. 2-619-1-2 has 4 5/8" expansion anchors 3708 9-30-81 installed w/o length codes & no readines for Ultrasonic testine.
"" " " " " " "^ " ""# O^ ^ '"""" ' """
3709 10-1-81 3710 10-1-81 Durinn cables nulline it was discovered that level switch box ILSHH-9406 contained water. several terminals & a fittine were corroded.
Contrary to E-42. E-47. FIE-4.100 and FPE-4.000. enbles nulled nna 3711 10-1-81 terminated don't mnne thn vnnutronnnes_ son Ncn-3712 10-1-81 Contrary to Spec. C-306. excessive rebar was cut durine~ insta11atinn Std.
af her. 10"-2HBC-100-H4 (619-6-10). Repair P.O. F-52822. 1 of 4 bundles nf #5 rebar. recnivod nn R-1.00-16014. O :k /
3713 10-5-81 has no tag, leaving the status of material indeterminate. ec ReYo 10-26-81 M. Sherwood
' m
,Q y' 7220 FOR G-3. 1 3
I LOG OF NONCONFORMANCE REPORTS PROJECT N AME MidlN"d JO n NO. i 07220 ,,,,. 215 2 3 4 5 6 N RC NO. DATE 7 NONCONFORM ANCE DESCRIPT40N / REM ARMS DISPO. CLOSE D SY C OS O 3714 10-5-81 Contrary to Spec. C-305. nelsmic tray support (750-60) one nut isn' -
fully encaned on holt. didn't meet min. distance. 2 has no washers.
3715 10-6-81 P.O. F-51582. a statement of conformance hasn't been submitted by Doc. -
the vendor for material received on AEO-15930. Rework C"" # " "" #" E"""- C- "C """"i"" "f ** I" *" "" ""
3716 10-6-81 -
nf McC'n IRRQ_ IR90. 2RR9 nnd 2B90 in 4 3/4".
3717 l'0-7-81 P.O. F-52822. no tan was found on one bundle of four of reinforcing Doc steel received on R-1.00-16124. Rowork 10-26-8I M. Sherwood P.O. F-53436. the recuired tests haven't been completed for the 3718 10-9-81 N Mnnt rfinu 711 NnnShrink Grout received on AE0-16208. also no SofC. Rew/Aork 3719 10-9-81 C "" # " ""-
- " 9"' C-306. 5 vertical rebar were cut. 3 of the 5 rebar were already documented on NCR 3394 6 dispo. Use As Is.
3720 10-9-81 C""* ""Y #" 9"- -
I^ " #I ""dI" "# """ #"* " "
P rnj oc t nr Ronident Engineerine nnproval.
3721 10-9-81 I""""#F #" 9""' C- - "" ""II"d"" """ ##** " "# "^
ticket #19676 and Pour Y(63010 ticket #39688.
3722 10-9-81 C""* ""Y "" """ "-0 ; b """nungs o a 6. W. M8 & W had been ground on the I.D. after horinn. leavinn intenrity indeter ,
3723 10-13-81 ""#""? "" 9 " ' "- ""' ^ ^ "" " #^ ""#
2YS5711B was found to be missine "N" stamn tan.
3724 10-13-81 Contrary to Dug. E-42A sh.2. A14 cable 1BA0602E has rubbed anainst sharn edne on trav IBB11 causinn extensive nouning.
3725 10-13-81 Cnn t m rv to pm. C- O. ne air content was mcorded @ W wM a retest 9 8.3% for C-1.31-172.
3726 10-14-81
^ ^ - - - - - " * #'"""^ ' " - " " """ """" "
MK-#A210-1&2. and A211-162 for rework has weld defects at senments.
3727 10-14-81 Cnnt mry en m -C-6.1 3.3 & POCI N2. W. W. 2-617-7-18 has a full nonotratinn ornnun unld mnds: hvnnnsing OC hold points.
- " """- - ^ en s OBB N and IBB N have 3728 10-15-81 ""#" "?
anniiento IAontifIentfan 3729 10-14-81 Contrary to R-1.00 & ASME Sec. III, F-28655 was issued as Non-Q &
released to field w/o being QC inspected, FMR written as Q material .
3730 10-16-81 C ntrary t PSPl.1 para 3.3.1. there is no record of inspection on enblen IAT1018 A.B.& C.
"^0^ 'T-249 Rev.0 s tates . Qualif. of items 1.1. 1.2. & l.3. to meet 3731 10-19-81 Doc snrav chemistrv room't. Contrnry to this no renort has been receive 1.nnunck
" " " * " ^ "" "'" " * ""d "" I" """'"
3732 10-22-81 E""
^
for box 2JB1792 & IBJ467. Also Partitions have gaps larger than FCN 1427 specifies.
I
/ 7220 FOR. G-3. 1-3
y LOG OF NONCONFORMANCE REPORTS PROJECT N AME I MidlOUd JO IR NO. i 07220 ,,,,. 216 i 3 4 8 S 7 N H C s aO. DATE NONCONFOHM ANCE DE SCRIPTION / HEM ARI45 ^
O t %PO. C O E CLOSED BY
.T-Box 2 A.11395 Innta11ed as to orohibit the inspection of the box V 3733 10-22-81 and bolts attachina box to supports. N/A 10-23-81 L. IIall 3734 10-23-81 Per Spec. C-208 & ASTM Standards. Flvash specific siirface testine -
orcoedn mnximnm vnrfation reonirement_
P.O. F-20159. CMTR for AEO-3191 la for 76 pcs., the MRR shows 3735 10-23-81 receipt of 100 pcs. Vendor can't certif. remaining pcs. Mat'1. Inde t.
3736 10-23-61 Cable 2AGI105A found damaged at J-Box in conduit 2AFC011, consisting of tear in outer jacket & conductor sheath removed. Revealing conduc tor.
3737 10-23-81 Dwn. 1-619-14-24 Mat'l. on cert. mat'l test report for heat code 3738 10-23-81 does not match mat'l in field. Making mat'1. unacceptable.
Contrary to_Snec. M-204. ilued heads IZ-ll. 17.-8. 12-4. & IZ-6 have 3739 10-23-81 no mat'! idnntificntinn_ T.envine nun 1Ity,.nf mat'1. IndetermInnte.
3740 10-27-81
~
"" "" *" ~
"""" " "' 8 " " ' '"""""* "
performed. and no C-321-D has he furnished.
3741 10-27-81 Contrary to Dwn. E-42A sh.2, A14 cable, 2BA0602E, has a cut in the outer insulation, leaving conductor visible.
3742 10-26-81 Contrary to Snec. C-306. hanner 2-619-4-111 has three grouted bolts with no traceability.
C ntrary to Spec, C-306, one horizontal rebar was cut on north wall 3743 10-26-81 exceeding minimal radial distance from next cut.
Cont ra ry to Spec. C-230, foreign material was found in and around 3744 10-28-81 the angrenate compartments. Rework
_S_pec. C-306. Contrary to Appendix D, section 1.0, main reinforcing 3745 10-27-81 bars were cut during construction.
3746 10-28-81 P-1_10-FSK-DVI-M-604-17-1. Contrary to ASME Section III, para. 2151 heat no. on mat'l. used is non-traceable, making mat'1. Indeter.
Contrary to Dwn. M-488 Rev. 8. half couplings have "F" bore dia-3747 10-28-81 , , , , 7, , n , ,,,,,,, ,,,,,,,,g 7,,u,7,,,,,,-
Cable 2, BIO 61D shows d'amane betw. 3326 and 3328 Foot marks. Damaged 3748 10-29-81 sectton is within routing of BTB041, contrary to Snec. C-230. a slump of 8 3/4" with a back up of 7k" 3749 10-29-81 naa recorded on tieket #47782 truck # 12. -
3750 10-30-81
"*#^" *" "" *
~
""* * *"*" #"#Y ^"'"" #" 1 "^""'*
removed & bottom elev. of casinn is at 620.6.
N y"** g*s
' 722 M M QC G-3. 9 3
A e h%ch .>
- 1. PROJECT NAME NONCONFORMANCE REPORT JOB NO.
l6 cm, h HMlend 07# 6 19-
" o-2536 20.
"^o' / " g 7pj ;
v-u c s 2. UNIT (S) 3. D R AWI N /PART NO. lREV 4. ITEM ESCRIPTION 5. ITEM LOCATION
/%9- E-Uub E69dbff-MGyl1'l \
efar Sea _hbel'/F
- 6. P.O. OR SPEC NO.
gg
/g/h 8. REP).$ CEMENT P T P/N A//h _ REV A/ SER NO. M/ /P
/, Nl9.SOURCEShllalbn[
g 10.CONTRAdT R/SUPPLIE R p[
OL >
- 11. INsPECTif)N CRITERI A BR NO 12. ASME AUT RIZ E 6'
- 13. SKETCH ATTACHED S 14. Discove ett DuriiN 15. Eqtip Fornish. Iv q.i ()OwG psPEC ( ) OTHER NO 3 ~.IQ5~ g ' hEO ()YES K NO ( ) Rec's Const ( ITest ( ) Client ( lEng FLO hpimid 16. NONCONFORMING CONDITION: . .
g 24. UlSPOSITION CONCURRENCE k e S.$ $ k($2 X_01)ckOLS h d' bl.5__&;b'a]f_ib;CET2. n Ad9 h_ ikSave_Ae_.2cl.__.naa lauuies cameoO -
g Ls u C,in sumiwsp1h;a 4 a.ppu_Aupet 8;1ed_oL/.744 Codained_an_ad/-nodead e & auoz._nueae w oi %cy_ "M":s
.Q1TZ" stifn"" .
CO_El.0RR _o.ng_L_h
, M
'1
- 17. REPORT BY DATE 18. ALIDATE B DATE zs. ismsin n ecs m s hj f 28! 0 FIELD ENGINEERING ( TO OTHERS (
Cl Y)
_ _ Y K14& ]_ ,b's<f'Ot$_$W.*M_/f tir? !$
- 21. ROUTINGf
- 22. ( ) Field' Engineering Disposition h Field Engineering Recommended Disposition to Project Engineering ,
el*1_ts1L_}+6Fcuta.l fJ p- MR
,tp:
Eelcl.1ngineetht9.DKommRnch_cllsppsWo 1ky-jarojecY.
" StYber EC 'Z-33-30_RG.rtuGO$
M L _ _ w ass-zi 9EMovcD.- WML y-tt-so pact Ef]-n-31 is not rey'ceJ - will he. rencuted. how's M 7+r Stw Su$e H GZ a n e h n es tvl I f b c ce m o ued ctbd % e h T of 2'D797, 2 R T50 ir. y im t TEEP'ACC O U T 0" S 4 M 7
_f.
2 PROJECT ENGINEERING DISPOSITIONe p(( r s nee / . CpQ3Ls_ edin n I J. g :-gg g74
.g.,gg MCAR 34 idehtifies aD_uDaccep_ table failur.e_ rate _for_ drop-Jn_anchort The M ##D 30. CUE 3NW1-corrective action stated in this MCAR requires that all 0-listed drop-in anchors !o M C/FO -8/-// /fm u7d be inspected and tested in accordance with the Criteria insthe specification and con 7 worn ex; E c h_
4 as identi fied in the MCAR_ report... Therefore _the_ anchors..as_identi.fiedJn_81ock l
16 above are unacceptable. These anchors an are to be inspected and tested in NOf[IS'IN"
" /Okf accordance with procedures that will be outlined 'in an__ SCN for_ Spec _C-305_.to_b REW N .Th4 u/nhe AUTHORIZ ED INSPECTOR DATE 7 __ ,m issued by 12-31-79, A $-.AL u .c. C - M 6? '
i
/
\ ) SPEC, C kn 9c lw f/cy RE.s3 .
e q 11-60
' , '- NONCONFORMANCE REPORT (CONT *D) 20PAGE OF _____ 19NCR NO _2536-_ -
hh4/6 aaWinued___
~
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asorsT.)_S as_Lhsec15L_630
" Sled,]ahEA_0_I5h~5heimed_Ar_W 15_SpasAe_anchr- sssie- UDf
% !e 3LLo_ys ~ anz>c6
.nsU,elatLL._$c_outcy:le su t$ ace __do Wre__te oiressed5__oS 'ife_Sy'yicdion._0t
-loAHe_alose4Se11towinynnn=conh.rseed a;y- condaans_eas1: -
O)_Yik cl_Conda htme>Ld_o 6_SoAksotdR -cas!.. _9c; mu y_5h;e]J_% L Su pp d a.va,rek_6o aAasor._31e_ cede < ucAaan_a uge<_kya toekSARe n;a enliedmeid._ _ - . -
h ane4 ton bo}L&Dxso7. IAe mic! cue achu_in - 1Re1kllni-L2_
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.C.)LL+_Holisn,ed_on_AHOo<feoc+ h _ s h s ic E E ~il . M s f onceucLsnpprLa hooe_JDaso1Qcs- 53-8Q.._rhe_lelLp>clo< kNAs_Yle min sh me zd . sicasm h)_liniS_cL00ndalkme ad- 1CG. ',_%_on calslole eS_ lek _'bwn_Coobr_. .
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'b NONCONFORMANCE REPORT (CONT'D) 20PAGE O F ._ _ 1 CR NO 2536
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deJtoos.hh4_ _
inJowec_.sv ppocLlac 4 MAe_mtm_edec6mi 4 ~
-- D_ Unit ihrN5 mea ~o~nTHReNtGdhsDr;margShielcLLuoll._SccoxL
.a0,ukd_suapd_ahoue._ L4316L. 54.cecisicle_ (od S2ncitorsD aMors_heLnio-em bedmed.
~
I~ G.)hd_! CodersE4_o n_adR .soa4- eas-L1%sa suapri above__/RJJJO Le_0_mclor_/ach_mk. emMwtblMae(d_t QtkN Chd,El4 $hMe L.ShuMI.(cc-33-#)_upp c a dodadsg:sembeded___._
iL)LSpechiceliott_CtSOK_ces_?
- n_accoia'sueyLtl pr ,e apL9'1 shk;s.Expmio/ ikpri Larch /L slall be_kskfed 4e_"HU4,'
,nandcdares_r,.eceamenDa__koe ... '. &fec__
%Ieneck n2anual" slale Arekdeds_a.ecLK iceeo
?" The anchor _f.s_ Anclor_and_fulltpes anhed_aihen.;rg.dccL]L MDLexcliot_.sc#ng c&lven indo de aMlor__unii seelion$ .
- 4sJac cc diamelecc/sde_4ep_
hn e4_-Ide_ancYor_Jpc4 . " .
anchors _we -- xd; tral'hecLno+_Inen_%If Codrarq eqarddc L:Ha 4%e_abone; ire _followin - - _ _ -
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JALSus- RI&AL_ssLPsaskugit_. _ f_
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WShu kT~kicko<slor k II. f A" arelas ace _LCGRhecLpuIIboAlockcvACOL fess _ Ban. ~lle_e.- leN "th%_ed A Q.po',nff on_c e_ dig.tance_
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. 24. Divosition Concurrence 20.P AG E . OF 9.NCRNO. '9 M ,pe item 24. Disposition Concurrence item 24. Disposition Concurrence REWORK R E JE C T item Rf P AIR USE AS 1 REWORK REJECT REPAIR USE AS IS X REWORK REJECT REP Af R USE AS t$
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- 24. Disposition Concurrence AUTHORIZED INSPECTOR DATE item 24. Disposition Concurrence Item 24. Disposition Concurrence HEWORK REJE CT item R E P AIR USE AS IS REWORK REJECT REPAIR
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- 24. Disposition Concurrence AUTHORIZE D INSPE CTOR DATE Item 24. Dispostilon Concurrence item 24. Disposilloe Concurrence REWORK Item REJECT REPAIR USE AS 15 REWORK REJECT REPAIR USE AS IS REWORK l REJECT REPAIR USE AS IS I
PROJECT F6E LD ENGINEER DATE PROJECT FIELD ENGINEER DATE PROJECT FIELD ENGINEE R DATE PROJECT ENGINEER DATE. PROJECT ENGINEE R DATE PROJECT ENGINEE R DATE PROJECT CONSTR OC ENGINEE R DATE PROJECT CONSTR OC ENGINEE R DATE PROJECT CONSTR OC ENGINEER DATE AUT HORIZE D INSPECTO R DATE
~AU THORIZE D INSPEC T OR DATE
- 24. Disposition Concurrence AUTHont2E D INSPECTOR DATE item 24. Dieposition Concurrence item 24. Disposition Loncurrence REWORK REJECT item R E P AIR USE AS IS rte WOR K REJECT REPAIR USE AS IS REWORK RFJECT REPAIR USE AS is 0
PROJECT FIE LD E NGINE E R DATE PROJECT FIE LD ENGINEER DATE PROJECT FIELD ENGINEER DATE PROJECT ENGINEER DATE PROJECT ENGtNEER DATE PROJECT ENGINEE R DATE PROJECT CONSTR OC ENGINEE R DATE PROJECT CONSTR OC ENGINEER DATE PROJECT CONSTR OC ENGINEE R DATE
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NONCONFORMANCE REPORT (CONT'D) 20.PAGE OF .NCR NO
- 24. Disposition Concurrence 24. Disposition Concurrence itene 24. D6eposition Concurrense Stem item REWORK REJECT REPAIR USE AS IS REWORK REJECT nE P AlR USE AS IS REWORK R E JE CT REPAIR USE AS [
W ( & Olvd E
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/D E / PROJECT FIE LD ENGINEER DATE PROJECT FIELD ENGINEER DATE CT71ELDE[b La M' b/ h PRaeE ENGl DATE PROJECT ENGINEER DATE PROJECT ENGINEER f
- Urofd\ '
DATE PROJEDT CONSTR ,0C,ENGINEE R DATE' PROJECT CONSTR OC ENGINEE R DATE
, PROJECT CONSTM OC EN06NEER DATE AUTHORIZE D INSPE CTOR DATE, AUTHORIZE D INS #ECTOR DATE AUTHORIZE D INSPE CTOR DATE
- 24. D6sposition Concurrence .
( 24. Disposition Concurrence llem .
- 24. Digoeition Concurrense
{ , item . Item REWORK REJE CT REPAIR USE AS IS REWORK REJECT REPAIR USE AS IS REWORK REJECT R E P AIR USE AS IS 4 t r i ' PROJECT FIELO ENGINiU DATE.i PROJECT FIELD ENGINEER DATE PROJECT FIELD ENOtNEER DATE _; e PROJECT ENGINEER PATE PROJECT ENGINEER DATE
, PROJECT EN3tNEER DATE PROJEC,T CONSTR OC ENGINEE R ,DATE, PROJECT CONSTR OC,ENOINEER DATE t
< t < PROJECT CONSTR OC ENGINEE R DATE AUTHORIZE D INSPE CTO R DATE- AUTHORIZ E D INSPECTOR DATE AUTHORIZE D INSPE CTOR DATE
- 24. Disposition Concurrence 24. Disposition Concurrence ?
.-24. Digoeitten Conourrense item item Item REWORK RE JE CT REPAIR USE AS IS REWORK REJECT ! RE P AIR USE AS IS REWORK R E JE CT RE P AO R USE AS IS PROJECT FIE LD ENGINEER D$TE , PROJECT FIELD ENGINEER DATE PROJECT FIELD ENGINEER DATE i PROJECT ENGINEER
'DATE,
- PROJECT ENGINEE R . DATE PROJECT E NGINEE R DATE 1,
{ PROJECT CONST R OC ENGINE ER PROJE CT CONSTR OC ENGINEE R DATE D AT.E . - PROJECT CONSTR OC ENO; NEE R DATE AUTHORIZE D INSPECTOR DATE
)
AUTHORIZ E D INSPECTOR DATE AUTHORIZE D INSPECTOR DATE
- 24. Disposition Concurrence l
< 24. Disposition Concurrence 24. Disposition Concurrence Item item ]
, itent RE WORK REJECT REPAIR USE AS IS REWORK REJECT R E P AIR l
USE AS 95 REWORK R E JE CT REPAls USE AS 15 l I I PROJECT FIE LD ENO.NEER DATE PROJECT FIELD ENGINEER DATE PROJECT FIE LD ENGINEER DATE PROJECT ENGINEER DATE PROJECT ENGINEER DATE PROJECT ENGINEER DATE , PROJECT CONSTR OC ENGINEE R DATE PROJECT CONSTR OC ENGIN R DATE PROJECT CONSTR OC ENGINEER DATE AUT OINSPECTCM DATE AUTHORIZ E D INSPECTOR DATE AUTHORIZE D INSPE CTOR DATE 7220 -18 Rev. O 3-26-79
- a __ ' . .
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/ TE JArmando 10-6-00 S/U Nontestable Unit NONCONFORMANCE REPORT k ,,
- 1. PHOJf CT NAME Midl.and JOD NO.
7220 19. NO._3102 20. PAGE I _OF b 8f l'I 3 8
- 2. UNITISI 3. DRAWING / PAR T NO. HEV 4. ITEM DESCntPTION 5. ITEM LOCATIOrFonm2-if 2 E-650 Sh 1 19 G. P.O. OR SPEC NO. 7. SCHI AL NO-
~
Conduit and Dpx Supports Col 9 to 10 602'i
- 8. REPL ACEMENT PAllT 9. SOURCE 10. CONTRACTOR / SUPPLIER I N/A N/A P/N.N/A_ HEV SER NO. Constructio! L N/A ,
- 11. INSPECTION CitiTEnlA in N 12. ASME AUTilORIZED 13. SK E TCel ACllED 14. Discovered During 15. Equip Furnished By N O._42 RcV-4 6 INSP iEO'D flDwG l l SrrC tlOTHER 1
( l YES NO l Ipec*g lMConst ( ITest l l Client ( IEng QlFLD
- 16. NONCONFOHMING CONDITION:
REQUIREMENT: E-42 Rev 46 Sh 334, Sh 335,. and Sh (d4 DISPOSITION CONCURRENCE denote that Type 12 and Type 14 conduit supports and Type 9E box suppctr H C l '] "Udt - are to be installed on structural steol. gj[/ y Q %gg "^ CONDITION: Contrary to the above, two (2) Type 12 and thirteen (13) Type 14 conduit supports and ono (1) Typr3 9E Uox support have been "",'"",'" g[ " installed on Miscellaneous Steel, the Instrumentation Platform shown j on C-1043, Rev 4. NOTE: Simi.lar supports were identif Led attached tt 4 ' "' " "'"/""
" ' " " ' * * " ' " " ' ' ' " "^
/tfofjd 177 POntED aY DATE 18. LlDATED Y ,
DATE (( g"]"'g,4 Jf (b : M-6Bo ( 4 wu2R M(8 P- Ccorw 32ews war 7 nOutlN (( TO FIELD ENGINEEnlNG l l TO OTilERS (SPEtlFkl - g I leid Engineering Disposition Pd Field Engineering Hecommended Disposition to Project Engineering f' j ,4 , , , s%xc,/E I _ofItt'd* doathulrL 1Alardt.LS - x4 AZZAtta'A.Sul5 WYS M AWNY-EL PLArth/eL 57EGL- -kk hE/ .
/tt Za'.dk H_/AfMLitB&NTAGM/ AD Y0h' hh'f Aceuiassar.1.Aasuac. x2.EiscnEn4mccimas.fsdcansvne 72csourcy Er,sna;
/kcaccr Gvxc o rsa.shAAd.G NA %ffalf.L&L ACM 0ONOU/Y SU//MfS 23.
A NGINEERING'causf.sncars DISPOSITION Asa ADLaune.v n f .%fraL1 ._ 00hf$ EVN) [ f 22_(x )Eield _Engi neer.ing nis n n s i t i n n Revised Field Engineering Disposition: Remove all existing nonconforming supports. New supports A. - - will be installed per approved FC,Rs., , nAfjff[,F/)ph p, /
M N S Y te, M / / 4 / F'/ ENGINE (R" ~ DME j AU1HOH12 ED INSPEC TOR DATE
=E . ' 1 Q \\~
. FE JArmando 10-6-80 NONCONFORMANCE REPORT S/U Nontestable Unit
- 1. PROJECT NAME JOB NO.
Midland 7220
- 19. 20.
NO._ M N PAGE _OF_ l"I y 4l
- 2. UNIT (S) 3. DRAWING /PART NO. REV 4. ITEM DESCRIPTION 5. ITEM LOCATIO[onWT
#2 E-650 Sh 1 19 Conduit and Bpx Supports Col 9 to 10 602'1
- 6. P.O. OR SPEC NO. 7. SERI AL NO. 8. REPLACEMENT PART 9. SOURCE 10. CONTR ACTOR / SUPPLIER N/A N/A P/N N/A REV SER NO. Cons tructiori N/A
- 11. INSPECTION CRITERIA 1R N N/A 12. ASME AUTHORIZED 13. SK E TCH ACHED 14. Discovered During 15. Equip Furnished By
[lDWG ( ) SPEC ( ) OTHER N 42 Rev 46 INSP i REO O ( l YES NO ( ) Rec's (MConst ( ) Test ( IChent ( IEng (MFLD O
- 16. NONCONFORMING CONDITION:
REQUIREMENT: E-42 Rev 46 Sh 334, Sh 335,. and Sh (d4 ISPOSITION CONCURRENCE denote that Type 12 and Type 14 conduit supports and Type 9E box suppcI l!'-
'*i
d rePaQuse as h_ lare to be installed on structural steel. l CONDITION: Contrary to the above, two ( 2) Type 12 and thirteen (13) [$ "" Q j[ !fdle) Type 14 conduit supports and one (1) Type 9E box support have been " " "
- g installed on Miscellaneous Steel, the Instrumentation Platform shown " " " ' " ' ' " ' ' " * * ~ " "'"
/d- on C-1043, Rev 4. NOTE: Similar supports were identified attached' to ^ " ' " " " ' ' " * " ' ' ' "
[ 41 d 17. . PORTED BY DATE DATE * "*" ' " ""*"
.g p If _ _V] /@w ROUTiff tog eo 7
- 18. VALIDATED Yw(8 TO FIELD ENGINEERING ( ) TO OTHERS (SPE IFY)
, 28 p "
/ /22. ( ) Field Engmeering Disposition Pd Field Engineering Recommended Disposation to Project Engmeering -
l .2 t * [ RQZ Al.d, D{-[$d" dCAAhu/1.1 1Al.271fl.l. ~ dAl4_.t[] ZAdWAfCWO 1 :* 1alurras.m 1 M M -. A t n Dut.roAcn_nvsrtwuwaraw kauisacar.5_Aw . . aA//xLEtansusmcamAscanbmg
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- 23. PROJECT ENGINEERING DISPOSITION s '9 g
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.. NONCONFORMANCE REPORT (CONT'D) 2%cE _OF _ _ _ _ 19NCR NO BLOCK 16 CONTINUED .- -
_ Containment #2_ north Instrumentation Platform on NCR 3_034. _ __ _ _ Q List #3.006 . . -_ . - -. __ _ . -- - ... _ . _. _-._ 16 QC Hold Tags applied. _ Ho{ fpr Engineering Disposition. __ _. _ ______ _ __ __ _. - _.. - .-.m * %- ._. . _ ,= - _ - - . --
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)'E NONCONFORMANCE REPORT (CONT'D) 20PAGE OF CNCR NO Bik.u, cont) _ _ __ . . . . - .- .- . _ .
A cond;+;onal releas eis granteci to install thexator._lhe rotsn - . cemains-retci e va h anJ cAn be .re paiceolwith out clarna$e orcontaminofs n faa sso ciafecd equipmeak m.ds i +en Ls reqnirecLfor encjine alicinmnt. De servicz repre senfa+;ve foc Dela valgmecbaLcondaccenc% 3o . - ka have._.correcAion s oc reancual canle accomptwian mc sy -y sys c(w g ee pc yaf causf 3 .y gg ,, . _ gg ,, m - yg,g im -
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A,.w NEI Parsons Peebles - Electric Products, Inc. u 1725 Clarkstone Road
- -ej Cleveland, Ohio 44112 -'
5"" LA Telephone: (216) 481 1500 EE 5 Telex: 241564 3rni: cb
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May 1, 1981
. . _ .2.
. 'I.
[7l}: To: Transamerica Delaval Inc.
===
== Via: Mr. Bill Gamble .
=Et Bechtel Power Corporation
"" P.O. Box 2167 T.?.': Midland, Michigan 48640
..:I JEE For: Consumer Power 83 si
Dear Bill,
Z ~.; E; Enclosed you will find our instructions for the repairs to Units 1Gil, 1G12, El5 2G11 and 2G12, our S.O. No. 17703191/194, for pole washers and insulation 3, damage. ,5:: The cooling fin on Unit 2G12 must be replaced. I will put this component v L:-E_ on order. i ="=? . The gouges on the shaft of Unit 2G11 should not present a problem' referencing our Engineering Department. E-{ ~ 5
~=
Respectfully, ,
===
! .%'. PARSONS PEEBLES-ELECTRIC PRODUCTS, INC. [55 l 2ni!E l2:Eb '& E6 Ben-Mitchell l=" Field Service Engineer I~.... l .;;.~~ [:. ? enclosures : , Engineering Specification ER 1/25/78 6.1 (2,7 ,'~','.,
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ER 7/16/79 6.2 Para. 3.7.1. i,3. W ,- ,.e lt.M ..... gM 7 GM COI'E*
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A wholly owned subsidia'ry of Northern Encineering industries Ltd.. of Enciand.
I ' - CODE DATE SP.EC.
. T ' r.:255 E GHNEERING SPEC 0FDCATDON ER v2 sos . s.1 . =. . . ..
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. SUP ERSEDES . . . .?iM . . . . . . . . . . .*.' . . . . . ,..=m. tn SH EET H0. . . I. . . . O F . . . . 2 . . . . . : . . SU P ERS ED ED BY . . . . . . . . . . . . . . . . . . . .
- - : 6.
- i. ... . .. .. d - REPAIR PROCEDURE (FIELD) FOR BROKEN POI.E WASHERS -
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O. . 2 1.0 Scoce . .
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This procedure is limited to repairing rotor pole washers that were g[~-~_~~. ; - --
~
- broken as a result of mis-handling and where the pole winding itself is intact electrically with no visible signs of damage.
'~~~, .
"""" 2.0 Materials ," I
~~
.t . ! -
. MI-10.1 Glass-Polyester laminate . ._,
MV-20.10 Epoxy Ceil Sealant :- 7--~ ~ ~ - .
' MS-10.2 Solvent - MEK .f .
l
*==" -MS-10.4 Solvent - Acetone ; ', -
MV-10.5 Insulating Enamel, : I. 3.0 Toint Design
--;-- - - - - - - ~ ~ - - - - - - - - - -
p......._.
=
The Service Technician shall cut.the replacement piece and the remaind. cf wz :hcr c =nke joints which are etched in order of. desirability, dark line is the adhesive. The underside of the joint rnay be reinferc , k___ with a thin stiffener piece of MI-10.1 if accessible. v . . . _ . . g__ n__
~
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- p. . .
Double buttlap - preferred hC."..- ,e 7_.... _ . _ _ ~ . . t_...._._.. - g-Scarf butt - usually practical
- r. ... . . . - .
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Plain butt - acceptable in small inaccessible areas T.....-._ f 4.0 Surface Precaration . h .. Roughen all surfaces for adhesive with 100 grit emery cloth. E'==== 4.1' (;.E - 4.2 Wipe off dust with a soft cloth. U
.M
.. . .w 4.3 Wash clean with acetone or methyl ethyl ketone.
p 2 ._. PORTEC INC., ELECTRIC PP.ODUCTS DIVISION,1725 CLARK 5 TONE ROAD, CLEVELAND 4 [~.~_'.~:: DATE: DATI in* = PREPARED BY: DATE: APPROVED BY: APPPOVED !}Y: , M ,Si,1,vg@,rg,, ,,M2h7,8, .,Mt &,4g ff,xgy,3,,, ,,,,[gg,,,,,4,,, , yg L. .P,
F.1255 - CODE DATE SPEC. s
- s. ENGHNE RE DNG SPECIFHCATION....E.n..... 1/is/78 s.1 e@.
suP EaSEoES. . . ..nEw . i=: .s u s %n . . . . . . . . . . . . . . .&. . , Ff .e:. .: j - SH EET H 0. . . 2. . . . OF . . . . 2. . . . . . . . . SUPERSEDED BY.......... .......... . g i=== g . bz A - REPAIR PROCEDURE'(FIEI.D) FOR BROKEN POI.E WASHERS SA-2;I:1.E.'
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Adhesion
- nr . g-S.O- ,
5.1 Mix epoxy per instructions given in MV-20.10.
.=. . = :2 ~---
Spread to make adhesive jointand exposed conductor. seal. 5.2
.=~2M - 5.3 Clamp repair piece in place. .
C. .' 5.4 Cure 'for 16 hours at or above 700F, s t' -- 5.5 Sand any bumps smooth.and restore finish coat.
.'Z.ZZ' 7- . .
* --~~- -
6.0 Oua1 tty Check --
~~.**-- - - -
c.--== Iap two scraps of MI-10.1 together with excess MV-20.'10 and let cure J _._x; same as the washer. Try t'o break the adhesive joint. If of proper ~
~~~~~~
strength, the laminate will tear or break. Documentation : 7.0
=_
...~.'- ._
All field repairs per ER-6.1 performed on Class IE equipment u e subje- y 22 2 to inspection and cenification by the authorined E.P. Service personnel.
.i; 2:: _ f . . All materials used in the repairs must; be certified as required by the applicable Material Specification.r. E.P. warranty is conditional upon
[ compliance with the above.
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"J.Z . - PORTEC INC., ELECTRIC PRODUCTS DIVISION,1725 CLARK 5 TONE ROAD, CLEVELAND 441 PREPARED BY: DATE: APPROVED BY: DATE: APPROVED BY: DATE:
3 ._.....f......., . . .P. .. M. .... S.i.l.v.e.rb.e.r.g
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CODE DATE SPEC. No.
'r.tzes ENGIN EERING S P ECIFlCATION ...Ea..... ...va6j.7.,. ...6;.s......
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SUP ERSEDES.. .rew........................'.g ^ b ' SH EET N 0. . . . .*. . 0 F . ........ ....5 SUPERSEDED BY.......... .......... ....... j. g
\r 4 s REPAIR PROCEDURE (FIELD) FOR STA'IOR WINDINGS ,
- ci _. . _ .
-d 1. 0 SCOPE .
I. . U k 1.1 This specification !s intended to outline procedures for Ininor stator winding l;__ repairs that can be effected by qualified Service Technicians at the OEM plants ...-- or equipment storage and ineallation sites. The procedures are limited to - ' di e "tepairing new windings accidentally damnged during disassembly and re-
. assembigperations, removal of covers and guarda:or hiinement of equip- i ment fpinspection, test, storage and installation p zrposes.
- '~~
~ 1,2 The dnmngeknder consideration 18 of acDonbelac+rir-nl;. Origin. - *; .
nec ; ~ @e .r r " . . .r .' - 2 ,c ~
- . The namre of the damnge .
~:, 3 "is described.approzinntely by words such.as nick, scratch, abrasion, .
' ' - -orshn11nw cut. The3ocation of the damage is on the end turns or i h?.[ 7coiznections so that it is accessible for repair. . ..
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K 2. 0 MATERIALS ,& y-; -
- _/
MA-1011 ~ Adhesive ' ' .;- ' I
. :MF-3.3 g Impregnated Dacron-Eelt ,
- _.. MS-10 1 0 Solvent - Xylene . _ . . . . . _ ..
MS-20.1. RTVV - - .
- 2 MT-16.4 Mica' Tape J.
MT-10.7 Bending Tape , l ' l MT-10.15 Adhesive Tape '-,,,, MT-10.33 Mica Tape --
-~~ ~
MT-10. .'37 Impregnated Armor Tape ~ ~
~
MT-10. 38 Armor Tape . - ,MT-10. 43 Mica Tape ._ MT-10. 44 Armor Tape MV.-10. 5 Insulating Ennmel Neoprene Coating MV-10. 8 l MV-20. 6 Conducting Varnish MV-20. 7 Semi-Conducting Varnish . MV-20. 8 Resin MV-20.10 Epoxy Coi1@ht ?- 4_.. "9ar11ng 3 ecial Accelerator" _ _ . _ . . . 1 f .4- - i;. a , [: .- m
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o l PORTEC INC., ELECTRIC PRODUCTS DIVISION,1725 CLARK 5 TONE ROAD, CLEVELAND 44T12 DATE: APPROVED BY: DATE: APPROYED BY: DATE: PREPARED BY: P. M. Sily-rberg . . . . . . . 7. . ... /.16.. /. 79. . . G. .rm. . . .7.- ././r.,/.
. . . .j. . . . . . . . . . . . . .f.-Q)g
i l _ _.. .. _ ._. _ _ , . _ . _ _ _ _ . . t r.ucs CODE DATE SPEC. N0
' ta m8 ENGIN EERING SPECIFICATION..ER..... .y.16a9, ,,,,,6.,2,,,
wu d' . . .J . is.-T 4 % , SUP ERSED ES . . f.E . . . . . . . . . . . . .
)
SU P ERSED ED BY . . . . . . . . . . . . . . . . . . . . . . . . M' EE 6 A 3HEET N0. . 7.. . 0F . . . . 5......... ....
+._
Es b REPAIR PROCEDURE (FIE1.D) FOR STA'IOR WINDINGS
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, E1 .c2 - E3 y 3.0 REEAIRS
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E=5 .Z '@; The following secti.on is listed according to kind cf anmnge.and insulation system. g_ . . as 3.1 Varnishtoat Damage . !si - - EBe - hR '3.1.1.If the black varnish is chipped off, fresh varnish MV-10.5 (endenames are Dolphon 'i.B40, %rHng Y525, Fedigree 302).can be brushed ; on and 'M.- will dry in six beurs. w-c =-: 3.1.~2' If the'; green conducting varnish MV.20.6 (GE 9921)is chinped off a .' 1 ,hig)7oltage coil, fresh varnish can be brushed on and will dry in 3' four hours. 'isE!? .. r-. q.- - _ _. g .NBt
~3.1.3 : If the gray semi-ccindur+ing varnish hW-20.7 (National . Electric Coil:No. 02-000194) is chipped, fresh varnish can be brushed on ~ "' .r W
-Od E -
and wility in four hours. Enginaaring Spec. EP-4.30.8 has-miringprocedures. This also is only on high voltage coils (aboiie 7200V.)
'5i- "iE . . __ -
O_ . 3.1.4 Some motors have an er,dnn resistant varnish (MV-20. 8 or -R Gaco N700A), this can be brushed on and will dry in two hours.
's5-- '
R----
- 3. 2 Armor Tape Damage a- 3.~2.1 If the armor of the end turns over Micapac (0) (EI-1.1.0) is torn, 7 trim bahk the anmnged area carefully. Retape one layer half-lap g.
- .== with dacron glass tape MT-10.38 (Special Electric 22515-BT).
GE - Tack down the ends with MT-10.16 (Kendall 765) or MA-10.1 (Smrpng T-7".3). Varnish over with MV-10.5. This also is Es' -- -- used for the knuckle area of h'icapac I above 7200V (EI-1.1.20). EEE -
=
'Q 3.2.2 If the armor is Micaseal II (EI-1.1.2 or EI:1.1.21) consult Engineering for instructions because it may be exceptionally Q s ===- difficult to repair depending on the nature of the anmnge. F . _. . _ _ _ _ . _ . _ . . . . . __. _ _ _ . . _. . . _ . . . . . _ . . E=5= 4 . - W
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Eis; , ., E:EE e N PORTEC INC., ELECTRIC PRODUCTS DIVISION,1725 CLARKSTONE ROAD, CLEVELAND 4411 DATE: APPROVED BY: DATE: 5 PREPARED BY: .DATE: APPROVED BY: .
$ .. ,_ . F.M. Silverberg. - 7/16/,79
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C')nig,J % ,..... 7/g7]........M. . . . . ,J. ..
, 7 CODE DATE SPEC. M g - -F.uas 2 ENGINEERING SPECIFICATION..E.R..... ..um. ;..6a...
s=.ce % r0 SUP ERSED ES . . .NEy, , , , , , , ,, , , , , , , ,, , , , mm N ' - - , M3 # SHEET N0... 3. . . 0F . . ........... 5 SU P ER S ED ED BY . . . . . . . . . . . . . . . . . . . . . .
/
g {; Q .- REPAIR PROCEDURE (FIELD) FOR STA*IOR WINDINGS
- 21. .. -
- rr. To
== cd 3.2.3 Armor over connections or over areas of resin impregnated Mica tape
_._;m o -(insn1=rinn not covered in 3.2 1.ur.3}2.2) will be' replaced.with a.B,-stage f" 2 dacron-glass armor. EP designation is MT-10.37 (GE 76593, m _m
===. ~#estinghouse SM51 or Chaae ' Foster 66000). Tack downthe ends with MT-10.16. Cure with local-heating 3 hours at 3000F. Varnfah over with MV-10.5.
- 3. 3 Groubd'WaII'TMmaph'iC .
7=E- . 3;3.1 Itisimportant.before starting tfie repair to determine how=2any.- 1 -xxx. - layersaf mica tape were rum" Bed.because'an equal nnmhe2 of '.Z - layers-must.be mn1= rad to insure the dielectric integrity of the
-- .of the: stator. Relatively confined challnw nicks, scratehas, and
.~_.T.T .
=he=aions-not awading 20% of the ground wall *rbss.can _
be repaired by filling the cavity with MV-20.10 con ae= Tant - (Dolphan CO-1060).. _
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3.2.1 Tape.aajacent.to the.Ammnged area mtst be ' removed:so that there '
- 1, -
willle:a smooth tat er i from the urefamaged section to the deepest point of: damage.: 'Ibe size and *manaions ? io of this repair
,~ - area depend-ontthe-size of the damagefinitially:aud:the-degree "" of accesibility. Blocks and ties that interfere with area prepar=rinn and taping must be-removed gently.
] 1:r. 1- 3.3.3 If the mica tape is soft, fully cured tape (EI-1.1.0 or EI-1.1.20 ~ _.1. McMas)we 3/4" wide MT-10.4 (PEI 31-IN-31-110, Cha=a-Foster j , 64206,-GE 77958, MacA11en 11600) to restore the proper number El of layers. Schi the tape imith MV-20;10, epoxy coil sealant. Tack l- the ends with MA-10.1 or MT-10.16. Armor the area with MT-10.38.
. Varniah over.with MV-10.5. .. . = ~ ' , - _.
- ===
3.3.4 If the mica tape is hard, resin impregnated (Micapac II.-EI-1.14 or EI-1.1.8 or most connections), use MT-10.33 (GE 77904) to the proper numbero g= of layers. Tack the ends with MT-10.16. ' Armor the area with 4- MT-10. 37. Cure withlocal heating 3 hours at F)00F. If the l x:- - - - replacement is many layers thich, apply 4 tape layers and cure l- /. - 1 hour at a time before advant-ing outward another 41ayers (or'2 ___...[.r. layers of half-lap). No area should be cured less than 3 hours. 5-Z1 As a last step varnish over with MV-10.5. g
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=r=.71 gf ~ PORTEC INC.,-ELECTRIC PRODUCTS DIVl510N,1725 CLARKSTONE ROAD, CLEVELAND 44 DATE: APPROVED BY: DATE:
PREPARED BY: DATE: APPROVED BY:
=.= .-
...............................O...g P. M.. Silverberg 7/16/79, . . yg( g. . . . g. . . . .. . . .p.Z,a jZ.~.1.. ;
CODE DATE SPEC. M0 e (r.2:ss m ENGIN EERING S P ECIFIC ATION...E.R...... . 7./.16./.79. . ..*.6. . 2..... E 2-- E % *m iE3 M 5-% SUP ERSEDES . . E . . . .c. . . . . me SUPERSEDED ~BY.......................$ /. . . h
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SH EET No. . 4. . . . OF . . . . . . . . . . . . . EE ' D REPAIR PROCEDURE (FIELD) FOR STATOR WINDINGS i=5 h E=- c6 ll1 .c4 7 (g - 3.3.5 If.tbe . insulation is Viseal (EI-1.1.5) there is a'special repair iit. g .:2 Mix 100 parts of zesin MV-10. 8 (_hrling 7881B) with 4 par.ts of g; "wriing Sn,,-ial Ace *1aratnr". Tape the repair withliT-10.43 g_. (Chase-Foster 67100)and paint resin mix onto the tape. 'The armor
.~ tape is MT-10.44 (Chase-Foster'6700I); this is also p= Mad = Cure g -- ,vithlocal beating-6 hours at 230-2400E. Varnish over with MV-10.5.
g) If the maraHalslisted are not av=f1=hia: a good repair can be moda g E -using MT-10.33 as in 3.3.4. .
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- 3. 4 lead InsulascEbamnoed c
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M:-- . A damnged sectionof sleeving.can be. rep 1=can with l'!ayerhalf-lap of ' MT-IO.4, armor MT-10.38 ardvarnish MV-10.5 as in 4.3. M- -
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- 3. 5 TurnInsnintinKDamaee'"l.*" .
W 5 Damage to turn tape cr. wire insulation require replace-nent of the _. .
-coil and this.is.notat field'*pnir- 'lbe statorsshould go to-a. service shop. - $d L[5-- ~
m _ q _. ._ ~
- h. 3. 6 Etock & Tie Damnd ^$
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[C 'i= .=- Replace anmnged blocks MF-3.3 (Lc,.u.umat 3.3) and. tie tapes MT-10.7 M._" (Chicago Printed String 6022R, GE 76830, Wes%Luuse R-1430) and locally l.3 E cure 3 hours at 3000F. Finiah with a coat of MV-10.5. W. 5_ 3. 7 Cabre Damage G. .. - 9 3.7.1 Minor nicks (up to 25% of ground wall) can be'fDIed with RTV M. (MS-20.l, Dow Silicone Rubber balne), left to cure 4 hours and then over taped with MT-10.16. Grinbhie tubing-US-40. 6 can be used N
'in'11eu.of or over the tape to improve appaarant *.
i-m 3.7.2 Major damage to the ground wall, but not to the wire can be p g repaired first by filling with RTV and after.4 hours: taping Grinbhie tubing
- m' i==
the area with MT-10.33 and MT-10.37 as in 3.3.4.
- - MS-40.6 can be used as in 3.7.1.
! n-- - 3.7.3 <If the wires are cut,-the cable will need replacing below the .. cut. 'Ibe connection can be eitherFrimped or brazed. In--
'~]' ~
~
sulation will be a layer of MF-3.3 over the connection, EEE cured 4 hours at 300 F; followed by MT-10.33 and MT-10.37 ,hL' l 5 E- as in 3.3.4. hrinbble tubing MS-40.6 can be uses as in 3.7.1 l r__ .2 . - l ?.=a . ' *
..= .
E4 .- PORTEC INC., ELECTRIC PRODUCTS DIVISION,1725 CLARKSTONE ROAD, CLEVELAND 441' APPROVED BY: DATE: APPROVED HY: , DATE: ,M.' PREPARED .BY: DATE:
- e. u. Silverberg. . ...,f.16g9._ Qgtg,&.% .7lfg.._ .. gfik___ ___ .p.m7; L --- L_ _ _ _ _ _
w SPEC. No. CODE DATE
$ t'r'.ucs
~PENGINEERING e SPECIFICATION...ER . . . . . . .v6 . . .9n. . . 6. n. 2.. .t . . . . .
= i rp SUP ERSEDES . . ..... . N'. .EW .......... ... ...
g - 5 SU P ERS ED ED ' 8Y . . . . . . . . . . . . . . . . . . . . . . . . . .'J..
.' \.n SHEET N0... 5 . . OF ri .
rn REFAIR PROCEDURE (FIELD) FOR STATOR WINDINGS
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2 4. 0 QUALTIT CHECKS _.
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D .. . . M~.Damnge.. . Visualinspectionstiaemry. - ' q.._ .
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42 Areaskithout groinxi stress - FoHorvisual-inspection with a'DCJ 1" .
- hipottest150 seconds atl.7-times rated AC voltage on thephases reps. ired. *
- -i.+< - -
;- 4. 3 Areas-wittrpos'siblelstress to ground - First do a visual inspection.
Then chedktbe.polari ratinn inder per IEEE-43. After that hipot ., 2 -y- the 99 h-Ai phase.at 75% of ( 2 I rated voltage + 1) .KV.
.c . = ~ ~
w 5. 0 ~ DOCUMENTATION . = . . . I All field repairs per.ER-6. 2 performed on Claa IE equipme are subject , to inspection and untfication by the anchari=d_ E.-P. Service personnel. ~ AH macari=1a.used tn the repairs 2nust be certified.as required by the j , . :. applirahla Matar+al: Specifications. E.P. wn ,,.. yls conditionaltp
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.. . * . PORTEC INC., ELECTRIC PRODUCTS DIVISION,1725 CLARK 5IONE ROAD, CLEVELAND 44112
- - e APPROVED BY: <.. D ATE:
PREPARED BY: DATE: APPROVED BY: DATE: F.M. Silverberg 7/16/79 p yrg h _ ,7/[d gt , ,, ,,,, , g g7,,jy
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t O r BEGTEL MIIk, , VU INF0 MASTER 1- 012S 5SM 2S S 10/15/31 ~ TLX ENTERPRI SE OAK
' 05 O AHL AN D CA 20014-31 Q@ Og[p
' d' TVX S102669497 BEGTEL MIDL -
s6 AT7N MR L E DAVI5 ' .fo h D CTOBER 14, 1931
' RECEIVEDh MESSAGE NO. 5 cm 0GT 151981 * - - -
B N BECHTEL POWER CORPORATION , g.. e ATTENTION L'E DAVIS Q]g g rJ; ,Q OPERATOR DLEASE COPY BILL CAME: T. E49 - SUBJECT CONSUMERS POVER , JOB 7220 MID AND PROJECT TDI EMERGEN CY DI ESE., GINERATORS SN 77001/04 RETERDI CE ILECTRI CE PRODUCTS LETTER TO BEGTD., CBILL GAMBLE) _ DATED 5- 1-B1 BEGTEL LETTER TO TDI DATED 9- 29-S 1 OUR QA DEPARTMENT HAS REVIEVED THE REPAIR PROCEDUAE3 AND DIRECTIONS IN PARAGRAPHS 2 AND 3 OF THE REFERENCE' EP LETTER, AND HAVE GIVEN THEIR , APPROVAL AND CONCURREN CE. . A QUOTATION FOR THE COST FOR THESE REPAIRS, A LI ST OF M ATERI ALS REQUIRED AND DD IVERY DATE, VILL FOLLOV ALONG VITH APPROVED COPIES OF THE EP REPAIR PRO CEDURES BY MAIL. REGARDS GREG BESHOURI ENGINEER CUSTOMER SERVI CE DEPARTMENT l TRANSAMERI CA DEL AVAL IN C' - 1152 EST BEGTEL MIDL kh4 g l AD O WBs g\ b
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Post Office Box 2167 *
. Midland. Michigen 48640 September 29, 1981 -
Tranhamerica DeLaval 550 85th Avenue , Oakland, CA 94621 .
- Attention: Greg Beshouri .
Subj ect: Purchase Order-
- 7220-F-48082 ,
Deat Greg: s Per your telephone reque,st to Mike Martin of September 28, 1981, I.have enclosed a copy of . Parsons Peebles - Electric Produc.ts', Inc. letter - dated May 1, 1981 (w/ attachments).
** ** ch e 1 ** r =a a t r==r == =* - 2r 7 = ===-
O >1 r vi cur, please send us a letter transmitting the attached repair procedures and confirming directions in paragraphs 2- and 3. - - -- - -- - t
. I appreciate your prompt reply.
Very truly yours, BECHTEL PolfER CORPORATION Agents for Consumers Power Co'.
. C. Stubbs, Project Field
^ Procurement Manager ,
RCS kj Attachments
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