ML20126G883
| ML20126G883 | |
| Person / Time | |
|---|---|
| Site: | Midland |
| Issue date: | 03/25/1981 |
| From: | Jackie Cook CONSUMERS ENERGY CO. (FORMERLY CONSUMERS POWER CO.) |
| To: | Stello V NRC OFFICE OF INSPECTION & ENFORCEMENT (IE) |
| References | |
| 11518, ALAB-106, NUDOCS 8104020208 | |
| Download: ML20126G883 (350) | |
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Vice President - Projects, Engineering. e(
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s General Of fices: 1945 West ParnaH Road, Jackson, MI 49201 * (517) 788-0453 s March 25, 1981 W ~,
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- of Director of Office of Inspection
- .nd Enforcenent G k #lN'18 Att Mr Victor Stello US -Euclec.r Regulatory Cc:.nissien q, ,[( C'
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- _ Wasnington, DC 20555 MIDLAIL FE0 JECT -
ALAE-106 MONTELY EEFCET FOR FEEEUARY 1981 r DOCKET NOS 50-329'AND 50-330 FILE: 0.L.6 UFI: 70*01 SERIAL:
11518 In acccrdance with Cendition of Menorandun and Crder ALA?-106, dated March 26, 1973, and .tendrent ::e 1 ef the Midland Flant Construction Ferrit, enciesed are ten ecpies cf the folleving dccunents witten er c1csed during the tenth: Eechtel Honconfernance Eeperte, sheets fren the Eechtel 1 cnconfernance Eeport Log; Sechtel Quality Acticn Eequests ;
Eatecch & Wilcox Reports of Koncenfornity; ELW ISI LCRs; and Consurers Fcwer Cenpany Ucnconfcrnance Reports , Audit Finding Eeperts , Quality Actic- Eecuest s , and Corrective Action Eeperts, >
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EJCock, NEC Eesident Inspector - Midland Site (v/ene)
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OPEN NCR LOG SHEETS l
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LOG OF NONCONFORMANCE REPORTS rooncv n an ' Midland ,o , ,o. . 07220 ... . 191 u.'c no. '
oave noncouronmancs osscnierson i neunans o[sro. c^ ff,",c" o ci.osso av 3258 1-14-81 E-630 Sh. 2, 2 type 14 conduit supports installed with cross flange welding contrary to E-42.
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3259 1-15-81 C2-146, Tendon 1113-045 was supplied with only 168 wires contrary to .
INRYCO's sys tem for Post-TensioninR.
3260 1-15-81 Duz. C-233 A-F3103-198. Spec. C-304. Cross flanne weldine tn benm 16B1 performed without prior Proiect Ennineer's aonroval.
3261 1-15-81 Spec. C-304. Cross flange welding to access platform structural steel, performed without prior approval of Project EnRineer.
3262 1-16-81 M-614-8. 8" IICC-GT-L (414-009). The nuclear identification tan is Rework 2-10-81 G. Fulmer missing from the valve.
3263 1-20-81 F-49256. Ilex bolts. nuts and_ n shers: certificate of comp 11nnce Doc. Re- 2-2-81 M. Slocumb doesn't state Type 3 required by ASTM-A325. Mat. not marked by tvoe work /Re lect 3264 1-21-81 1 " diameter anchor bolts for hanger 604-5-21 can't be traced to any specific ASTM / Grade. .N/A 2-10-81 R. Ituron 3265 1-21-31 E-7, Motor Control Centers-bolts missing on banking assemblies of back to back or back against wall with no rear entry.
3266 Stock ASME NF Steel procured from sub-vendors who were not ASME or 1-23-81 Bechtel approved. (Several P.O. 's- see NCR)
E-697 Sh.1, Electrical supports welded usinn Procedure F1-A-LII with Use 2-25-81 3267 1-26-81 J.C. Miller E-8018 electrode: Spec. C-304 requires E-7018 & E-7016 As Is 3268 1-26-81 E-643, Conduits 2B11048, 2Bil049, 2B11050 & 2B11051 have bends which exceeds the 4 - 90" maximum requirements.
3269 1-26-81 M-3, Fuel Fool Cooling lleat Exchange #0E-76A was found to have an Std.
are burn located on the upper vest end. Repair 3270 1'27-81 Attachments welds welded to Line OllCC-15-S-614-8-2 installed with full penetration welds, flattening of the pipe; contrary to M204 req'2ir.
3271 Included angles of the 4 connectore between the P1001 stru/ flat Repair 1-28-81 surface of the steel is less than 60 contrary to Specs C-304 & G27 During pullback of WR #801 consisting of 22 cables, the maximum 3272 1-29-81 allowance cable tension was exceeded. Dwn.E-37 3273 1-30-81 - 06 statea de minimum radial distance letween two cut bars be at least 10 feet; contrary to this cut har allowances exceeded.
3274 1-30-81 C-2 states wires with defects areater than 0.005" deep shall be de-fected. Tendon 1121-015 2 wi res sheared off T. 1 ufre gnuged 0.001" Tray supp rt shown on Dwn. E-741 does not antee with "AS Build" 3275 2-2--81 Condition.
Spec. G-33 does not include structural steel to be used in the in-3276 2-2-81 sta11ation of ASME Sec. III class 2 & 3 pipe supports.
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LOG OF NONCONFORMANCE REPORTS
~
PooJE CT N AME Mid100d Jogg No.i 07720 ,,,,. 192
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noc wo. nave noncouronu nuce oescniev.on , neu nys o.s po. ocal,=,ga ctos.o cv 3277 2-2-81 PO 46941 does not contain material certification in accordance Rework with requirements of NA 3767.4 3278 '
^^2^8 PO F-45563 has rinning beam, plate & beam assemblies with dry oain': .
thickness in excess of Spec. C-233 renniremenen Rework 2-24-81 P. Vanderveer 3279 2-3-81 M-1.31 No documentation or TWX has been received for 2 master Doc specialtie series 800 pushbutton assemblies PT#851-24416-002 Rewc 1 3280 2-3-81 During pullback per WR794 there were 17 cables rendered indetermina te because maximum allowable tension was exceeded Rework 3281 2-3-81 Spec. C-208 states that 2"x2" cubes be in a moist condition & main-tained at a temp. of 73.4 &.3" R. Contrary to this the temp. 9as 69 328? 2-3-81 M-125B SContrary to Spec. M-204 an are burn was discovered on SS check valve 2 IICC-CK-RL2 (403-1-087) 3283 2-6-81 E-42B limits tube steel lennth to 24". contrarv en thin 1 evna lin conduit supports have been revised so tube in 2R".
_P_gpetration circumferential weld testina doesn't meet reaufrements 3284 2-5-81 of ASME Sub.-Sec. NE Sec III Tendons 1113-027 & 1113-047 lost an indeterminate amouat_nf eregna @UseAs 2-24-81 3285 2-9-81 during areasinn operation. . Vade m u 1 T t (9 n irn ric Contrary to Dwn. A-52 Block wall 26B has only 2 No.5 rebars insta1W 3286 2-9-81 led horizontally as a bond beam. I *"
Contrary to Dwg. A-72 Schedule I linear plate coating repairs were 3287 2-9-81 3rd or 4th coated w/o required dry film thickness limits verified.
Cut rebar for Oct. & Nov. wasn' t reported until Jan.5. 1981 con- Doc 26-81 S. Celnett 3288 2-9-81 trary to C-305 Section 3.0. Rework 3289 Contrary to A-72 General Note #6, instrumentation supports failed Reject 2-9-81 -
to meet requirement as tested to FPA 1000.
- ^ # # "- ~' ""' '"*""*d "" '""""""'^^
3290 2-10-81 Rework 2-13-81 W. Smith of anchor hole _ prior en innen11ncinn; enntene, en pncr r_t Wu I 3291 2-10-81 E-632 Sh.2 anchors for pull box No. 1BJ815 balnn ins'talled tirior to holen hefne inapected. contrary to POCI C-1.50 & Snec C-305.
3292 -536. Embedded conduit 2AC007 was penetrated while drilling for 2-12-81 expansion anchors.
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s a e in na riz.Je ar shan not h cuu due cwe 3293 2-13-81 drilling a horin & 2 vert. rebar were cut.
3294 0. W48098 unon insoection. hex nuts were found to have in M ous 2-13-81 Reject defects. n1ao contrary to ASME SA-194 6 nuts were not marked.
3295 2-16-81 M-601 sh.17 - Tnoen112rtnn nr nipa ennetne fintronene nr nepo rn1nn . Reject 1" b cnupline F1neranna nipp frnm unidine (M-ARR).
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LOG OF NONCONFORMANCE REPORTS
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l enoscer unue i Midland ,o, uo. , 07220 ,,o,e 193 i
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- = = c no. omve noncouronmance orts.w evion i neuanas o.s o. c^'t,",%" c a.o sc o .v .
!. 3296 2-16-81 Supp rts for 2BJ993. 2CJ994, and 2DJ995 Installed amainst Duns. i
! -E-42B & Spec. C-305.
3297 2-17-81 Contrary to Spec C-306, 3 horizontal & 3 vertical rebars were cut -
within 10 feet.
3298 2-17-81 SC-1.05-221 specimens cast on 2-13-81 were measured at 820F. enne-
, rary to ASTM C31-69 which states temp. be 60-80 F.
3299 2-18-81 A(B-21) 600V Control Cable has been stripped of outer incket. & all Reject !
3 insulation in a section exposing bar'e conductors of cable. '
3300 2-19-81 Contrary to P.O. F-49469, the test certifications of the 4" & 14" !
l plates do not state that they have been normalized.
3301 2-19-81 Spec. C-305 Ultrasonic Testinn shows anchors to be 7" in 1eneth making embedment depth over 5".
- 3302 2-19-81 Contrary to PQCI C-1.50. there are no 0.C. Records indicatine inan-i ections have been performed on conduit support anchors. Ifated on NCR 3303 2-19-81 Contrary to Spec. M-326. Basenlate for Hanner P2.10-1-638-14-22 ham l- t been grouted without a record of 0.C. inspection. '
3304 2-19-81 Spec. C-305. Holes for expansion anchors weren't inspected nef ar en
- installation, also qualification of installer wasn't documented.
Spec. M-204. 6" valve 2PV 1975A does not have N nta== data tae.
! 3305 2-19-81 3306 2-23-81 Spec. C-231 & SCN-10001 requires lean concrete backfill curinn re-j quires protection from freezing; haven't been verified. ,
i 3307 2-24-81 P.O. E-2L Contran to IM BEBC-47% cable 2 MON vae cut h =
4 reel E26-000C3_IdB_and installed.
3308 2-25-81 C-1.50-FSK-M-1CCB-37-1-H8. 4 anchor bolts were installed without ;
QC inspection of anchor holes prior to installation: PQCI C-1.50 R." :
Spec. C-231. Minimum clear distance between core drilled hole and I' 2-25-81 doorway openine anteed at 11": Contrary. hole drilled at only 84".
3309 l
1 3310 2-25-81 Spec. C-306, two north-south bars were cut less than 5 feet apart and there is less than 10 feet to next cut bar.
4 Spec. C-231, cetrary to tMs spec. I vertical & i horizatal bar 3311 2-25-81 ;
{ were cut in addition to 4 existing cut vert. bar & 2 horiz. bar.
l 3312 2-26-81 Itanger 1-604-12-21. 1 awnan fan == char. u.v. 4...a11ed without Q.C.
j inspection of anchor holes prior to installation. contrary to P9CI 0-1.50 i
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a NONCONFORMANCE REPORT gj (Jgb(,,, yg.J,,
l 1. PRO fFC) NAM JOB NO. 19 20
~ MjMapc, 'i1LO N . 3277 PACE .! Or3 2.tNIITISI 3. DilAWING/PART NO. itkV 4. ITEM DESCRIPTION 5. ITEM LOCATION b ~
0 _{V 441f610%.
G. P.O. OR SPEC NO. 7. SERI AL NO. 8. REPLACEMENT OW! (Mf4l_ O{ J 9..'SOURCE PAllT 1
- 10. GONTf1 AOTert/SUPPLIE tt c10
- H UM__ _-
- 11. INSPFCTION CRITEntA
"" J12. ASME 5"" "o
- . _. 9pp" _Aindum Lc-AUTIlORIZED
( ) I?WG {lTPEC NOTilER in NO.g _
M " 13.SKEicil AT T CllED
{ l YES NO
- 14. Discovered During
( Inec*g I?iconst i list
- 15. Erreip Flunished By
( IClient ( IEng PTrt.D
-) g ) S NO '
- 16. NOfiCONrORMING CONDITION: 'kL'lWW ( '
E Dibi 05iTION COficUtifiENCE O LM s] h_ t fLM titu _Nfht/ LTf $. _. .
hLmelevdLce.dtiicuber_bc h <tuwdace urdk J A..TIML.d.
t ~~%_ _'P' Ir_"'"M_ "'"'"
_ cab _L_Kds. W MateMmedssLcme on G Le wi L
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PROJ EC T F I F LD ENGt H F.E st DATE
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. PROJFC1 F. re GI N F r it DATE
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- Y s U $ - - . - - - _ - - - _ _ _ _ . . . . _ _ - -
- PetOJ CONST M QC F.NGt HF Ef1 DATE
_ t. _ Ctfg.a_ il th t e _ ___huhnhtf_ thi .f r_Ill.lllt fm. .
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- 11. REPORTED DY DATE DATE **""*"' " " " * ' '
- 18. VALIDAff D gY M(. f1 OUTING:l W!.ENGINEERING j TO ELD I I TO 01 TIERS (SPECIFY)
- 22. ( ) riald Engineering Distmition ( l f~iald Enginmmg Recommended Disposition to Proimt Einl neerimp i
_e Nh wope
- 23. PROJECT ENGINEEftlNG DISPOSITION
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- 26. OC ACCEPTANCE OC ENGINEEtt DATE AU lllORIZED INSPEC Toft OATE
Bechtel Power Corporation-interoffice Memorandum to ' J. J. Gilmartin rn. No.
so,.a 7220 Midland Project om. January 23, 1981 P.O. 7220-F-46941(Q)
NPS (D3cumentation) From R. C. Stubbs ,
of Field Prccurement connio J. Betts (Site) w/a A Midland, MI Ext 238 R. Dunbar (Site) w/a J. Eddy (Site) w/a D. Baker (Site) w/a M. Dietrich (Site) w/a >
E. Smith (Site) w/a Attached is a copy of NPS's letter regarding documentation problems on our P.O. 7220-F-46941(0) . Please revies and submit your conrnents to me. -
R. C. Stubbs
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D020,DEV1/79 a
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- secoueus.new Jersey o7094 k. m 22 N O
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- CSCH;E!. POW 9. CORP, PURCHAs'NG
'7220 ICLWD,141 January 20, 1981
!!P51-01-2073 Bechtel Power Corporation P.O. Box 2167 Midland, Michigan 48640 Attention: Purchasing Dept. , P.O. No. 7220-F-46941Q J.M. McAdory, Senior Field Buyer
Reference:
Above Order Dated June 23, 1980; Change No.' 1 Dated July 11, 1980; Change No. 2 Dated Au9ust 8, 1980 Gentl emen :
We previously advised you in our letter dated November 7,1980, of our commit-ment to the ASME that our sales of NCA-3800 material made after March 1,1980, would be in compliance with the additional certification requirements of their Code Case N-242-1. We have therefore reviewed our sales of these materials made since that date.
Please note that this order was for materials furnished per NF-2610 as small products, which orders were not included in our review. However, this par-ticular order was included because of the Q" entries on the face of the .
order. We identify the products listed below as not in compliance with the NF-2610 requirements for small products:
I a) Your P.O. Item 1,100 feet of 3/8 inch rod, was obtained from Hy-Alloy Steels Company in Cnicago, a Material Supplier with an ASME Supplier's Certificate. Tne CMTR which they furnished was prepared
[ by themselves and is not the paper they received from the material l manufacturer. We will follow this up ourselves and obtain for you a copy of the actual CtlTR.
b) Your P.O. Item 8, 60 feet of 1-1/4 inch bar, was obtained from USS Supply in Houston, e Material Supplier surveyed and qualified t by NPSI. However, the CMTR indicates the bar was manufactured by '
I USS works in Lorain, Ohio, in 1974 as AISI 4142. It does not l identify the SA specification, doe: not indicate tempering, and i does not r.:eet the reduction in arca requirements.
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i Purchasing Dapt. , P.O. No. 7220-F-4o941Q January 20, 1981 J.M. McAdhry, Senior Field Buyer NPSI-01-2073 t Page 2 i
With respect to (a) above, the 3/8 inch bar, we are reasonably confident we l will be able to furnish the corrected CMTR for you, since HY-Alloy is a QS Certificate Holder. ,
With respect to (b) above, the 1-1/4 inch bar, we believe this material should be aplaced and we are prepared to offer you full credit.for this item or new material as you wish. Please return these bars'to our Austin Plant, attention '
Mr. Lindy Walker. The material should be tagoed " Returned per Authorization Letter NPSI-01-2073 dated January 20, 1981".
Please advise us if you are in agreement with the above actions. We are of '
course ready to assist you in any manner to properly clear this material, t Sincerely, ,
NPS DUSTRIES, NC.
./ -
w Leo Hovi Senior Vice President LH:dmp Attach: tents: Copy of 11/7/80 letter Copy of N-242-1 cc: A Takeuchi L. Walker
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1 pr ! nps. industries. inc.
q one hortnon ploro h h secoucus.new Jersey 07094 ,
?g _ , 2 01865 6550 telezi+l435 pAcv .
November 7,1989 Gentlemen:
We are sending you this notification to make you aware of circumstances relating to Material Supplier activities at our Austin, Texas shop.
Tne ASME has elected to withdraw the Quality System Certificate for our Austin shop,No. N-2324-2, effective Novenber 6,1980. ' We had previously committed to the ASME that our material sales would be in compliance with Code Case N-242 by March 1,1980, and we were unable to achieve that timetabla.
We will, of course, make every effort to reinstate this Certificate' in a minimum time, and will keep you advised of. our progress.
The Certificate withdrawal has no effect on our ability to continue sales of Certificate of Compliance material to you. If you have qualified our Austin shop by survey, you may continue purchasing "NCA-3800" material from us. In any event, the documentation we furnish to you on any future -
shipments of "NCA-3800" material will meet the additional requirements of Code Case N-242.-l. We reco=nend that you carefully review your in-tenced material size and appli:ation with the ASME III requirements in NX-2610, and pur:hase material with a Certificate of Compliance wherever pe nr.i tted.
For those of you with orders in house with us for "NCA-3800" material, contact will be made directly with your buyer to advise them of this situation and the order status.
Please note that this ASME action has no effect on any of our other ASME Certificates.
Very truly yours, DUSTRIE , INC.
Q&Oteo Hovi WW%
LH:dmp Senior Vice Presi6 cot i
4 i
s- n - - - ,, - .
3*
{ Methy of Msoch 7, J VB0
, App.on.ed Iy Csouncil April 10, J VB0 ,
cg5z Thh Case shallespire on /pril 10,1983 N - 24 2- )
unlenpreviously annuned or re-effiorned. ,
Cair 167 21 f.'.sterials Certification Seedon Ill. Divhion 1, Classes 1, 2, 3. f C. anc! C5 Construction .
t r
, 5.1 Escrpi as permitted by NWNC/ D/NE/NT/NC. t
. Jnguiryr Tendin; elariLeation of regn*vements . an 26)D. the requirement of NCA.3000 apply to the Subarticle NCA.3800, what alternat,ve rules rnay be i rnaterial for Section II], Division 2 construction. !
used, fo, Section U1, Division 2, Classes 1,2,3, MC, CS, and compon ent support c onstruction, for rnetaDie 5.2 Material Suppliers and, Material Manufacturers.are materials which inay not have been manufactured or not N. Type Certificate Holders. -
supplied in complete conformance with the rules of 5.3 Material Suppliers who do n >t pos[ess a Quality NCA.3800 (or NA.3700) and which are' used in the Syst em Certificate (QSC)- (Mate.dals) cannot gua.lify construction of items for which the Code in effect is other Material Suppliers Material Suppliers possesdn; a Winter 3 973 Addendum orlater? QSC (Materials) issued by the Society may survey and qualify Material Suppliers who do not possess OSC (Materials) provided the Society qualined Material Sup.
Replyr Ji is the opirdon of the Committee that untU pliers Mave beeri appioved to survey and qualify Maleda) the rules of Section III. NCA 3800,are clarified, the Manufacturers, and use wdtien procedures fur the m.
"followint atternative rules may he used for the acceptance s.ey and audiss of Material Suppliers. These provisions of rnet2Uic rnaterials which mry not have been ma.nu. apply only to Material Suppliers who furnish rnateria) #
factured or supplied in complete conformance with the dircedy to the Material Supplier doing the qualifyin;.
rules of NCA 3800 (or NA.3700) and which are usedin The audit frequency shall comply with the requirements .
the construction of items for which the Code in effect l' of NCA 3833(d).
Winter 1973 Addendurn orlater. -
5.4 Materia) Suppliers who do not possess a Qualiiv 1.0 The rnaterial shall rnect the requiremene of the '
System Cereificate (QSC)(Maierials) may procure rnster.
applicable SA, SB, or SFA SpeciBestion or, as permitted
- ,1 from Material Suppliers holding valid Quality Systems by NCA 3221, an eguhalent ASTM or AR'S SpeciGen. ,
CerdGesics (Mated 4Q or hm Maadd Suppliers wb t'*"-
- have been qualiLed by 0>e CertiGeate Holder who 2.0 The materia! shall meet the rr.guiremeno of the uldmately receives the matedal.
applicahie materia) article (NF>2000,NO2000,ND.20DD, NL2000, NF.2000, or NG.2000) with the exec'ntion of 5.5 Matedal Supphers qualiGed by the Society cannot the rrouir em ents of NE.2600, NC2600, ND.2600, use the provisions of NCA.3867.4(e) unless h is coverrd NL260'0, NF.2600, or NC.2600 which reference NCA. in their Quahry System Program and dersned in the 3800. ScoPc of their eerdbeates. Matedal Suppliers qualiLed by parties other than the Society rnay not use Osc prr, 3.0 The r e e uirem ents of NCA.?M6.4(b), N CA-3866.6(b), NCA.3867.3, and NCA.3F.G7.4 (a) through visions of NCA 3867.4(e).
(d) shall be met. 5.6 Material Manuf acturers and Material Suppliers who i are qualiLed by parties other than the Society shall list i 4.0 The CerdLeste Holder JNCA.1340(b), footnoir 8) i
. . the reva. .sion and date of their written program to which -l usm; ine rnateria) 1. hall cereify that the requirements of -
tn, e rnaten. a l was manufactured or eupplied on the docu.
J.U. 2.0 and 3.0 above and NCA.1140(d) and (e) have mentad n whid accompanies the matedal as equ'n a ent Leen rnet.
aedons to meet the requirements of NCA 3867.5 and 5.0 From d e dr.te of adoption of this Case by Counell NCA.3867.6.
to the pubheation date of clarincadons to NCA 3800, an
. N. Type CertiLeate Holder s3 all procure rnaterials in G.0 The use of this Cne shaU Le indiented ur the appr*
eccordance with the followin; and the alternativu pe priate Data Report. j rnitted by para;raphs 2.0 through 4.0 ibove shal: not br use d. , , , .
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- 1. PROJECT NAME JOB NO.
J['O ,4 ,15 /-7'ES779/j/E_
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- 19. 20.
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- 8. REPL ~ MUNT A T 9. SOURCE 10. CONTRACTOR / SUPPLIER g gg- gy Ng P/N REV _ SE R NO. __ g pg, /L/
II. INSPECTION CRITERI A InNO._N_4.fd-S/d 12. ASME AUTHORIZ,ED 13.SKE1Cll ATTACHED 14. Discovered During 15.Eqt ( rnished By i tiDWG hQSPEC ()OTHER NOf 76 d S i
f NO lIYES ly NO ( IRec*gp(IConst t ITest t ICli i ogiIFLD
- 16. NONCONFORMING CONDITION:
- Sectiew_31) ,iktuttEN1HL2dN sed [c 3 7'N 24. DISPOSITION CONCU'RRENCE rewoek I reieTc _eepair SW "&c KyctNEcxans_Cutsle_ticsonoAuxe _>s1.Lcit KexcioN z.o n i use as is i
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S $r M L _ k G?RDEO_ /1NO._TrafNS/*1WED__T. t1 ?ROTCLT CR6INEEA/11/&fd _-PROJECT FIELD ENGSNE ER- . - _ . _ DATE_
S U K$$.)-f.AlsI/ftN ][UAM A W6A M G_L?>!! J".S _ cue.E'fNCAAA V PROJECT ENGINEE R TW $LTC(,dE br> MY ktC 0 ft)2CT /L&_ $01}Ef*1U W //JA.3 bf(2L DATE SEBACEt) NU. JA AlMC'r' j S~- /4FL. FEEc~AEiLtE .TCLtLBC2E T%R_bATi[D Au mORerED aNSPECTOR DATE
[AMMAdi'5 NSI - Q. [5I__flo3 IlotD.Elt._EhGt1K.ERttKr._D15ib5 tDoadfrg a
- 17. PORTED BY DATE 18. VAllDATE BY DATE at ense sus N Ras m s
- f an ,
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'21. ROUTING: ( I TO FIELD ENGINEERING t ) TO OTHyS (SPECIFY)
- s/ &
- 22. t I Field Engineering Disposition ( ) Field Engineering Recommended Disposttion to Project Engineering
}
I
- 23. PROJECT ENGINEERING DISPOSITION '
d
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4 j 26. OC ACCEPTANCE 1
OC ENGINEER DATE AUTHORIZED INSPECTOR . DATE I
i i
1 .
g V' Bechtel Power Corporation -
Inter office Memorandum To L. H. Curtis ,
om $anuary5,1981 saim Job 7220 Midland Project *
- From L. E. Davis Cut Rebar Monthly Report BCBE-3362 of Construction' 4
copin to B. Dhar w/o(AAO) At Midlad, MI V. Lakshminarayanan w/o (AAO)
P. Corcoran' w/o(Site)
P. Goguen 'w/o (Site)
Reference:
Specifications C-231, C-305, and C-305 Attached is one blue line and reproducible of each of the following cut rebar as-built drawings transmitted for your review per.specifi-cation C-231, C-305, and C-306' requirements. These represent the period of November 1,1980 throuch Decembe'- 11, 1980.
FSK-CA-115, Sheet 71A, Rev. S& FSK-CA.123, Sheet 6A, Rev . 1 -f""
FSK-CA-115, Sheet 81A, Rev. 4 FSK-CA-115, Sheet 107, Rev'. 1-+- FSK-CA-123, FSK-CA-123, SheetSheet58 31B,+Rev.1 -t-
.- FSK-CA-116, Sheet 14, Rev. FSK-CA-123, Sheet 104, Rev. 2 t-5 ,e - FSK-CA-116,' Sheet 18., Rev 'l FSK-CA-123, Sheet 121 se ge, n FSK-CA-117, Sheet 28, Rev. FSX-CA-123, Sheet 125 nor are it. FSK-CA-117, Sheet 30, Rev. 1 FSK-CA-124, Sheet 15, R ev'.~ 1 +-
FSK-CA-117, Sheet 102A Rev. 3& FSK-CA-124, Sheet 36A, Rev. 3 FSK-CA-118, Sheet 52, Rev. 12-+ - FSK-CA-125, Sheet 65, Rev. 1 FSK-CA-118, Sheet 70, Rev. It FSK-CA-125, Sheet 67 FSK-CA-118, Sheet 101A Rev. 'l FSK-CT1-4-(5), Sheet 1, Rev. 2-FSX-CA-118, Sheet 102-4-- FSK-CT1-5-(6), Sheet 5, Rev. 2+
FSK-CA-118, Sheet 104, Rev. 14-- FSK-CT1-7-(1), Sheet 2 FSK-CA-118, Sheet 105, Rev. 3 FSX-CT1-8-(1), Sheet 7+-
FSK-CA-118, Sheet 120, Rev. 2,a + FSK-CT1-8-(2), Sheet 64, Rev.14 FSK-CA-118, Sheet 127, Rev. 2 FSK-CT1-15-(3), Sheet 111 FSK-CA-118, Sheet 145, Rev. 4 FSK-CT1-15-(3), Sheet 112 FSK-CA-118, Sheet 166A Rev. 1 FSK-CT2-29-(1), Sheet 12 -$-
. FSK-CA-118, Sheet 167 Rev. 2 FSK-CT2-29-(1), Sheet 15, Rev. 1 = H +
FSK-CA-119, Sheet 193, FSK-CT2-30-(1), Sheet 17+
FSX-CA-121, Sheet 4, Rev. 2 FSK-CT2-30-(1), Sheet 18, Rev. 3 FSK-CA-121, Sheet 144 FSK-CT2-30-(1), Sheet 20 Rev.1 4--
FSK-CA-121, Sheet 180A Rev. 1+- FSK-CT2-30-(2), Sheet 141 4-FSK-CA-122, Sheet 156A +- FSK-CY-1022, Sheet 11 ,
FSK-CA' 122, Sheet 161A Rev. 3 FSK-CY-1024, Sheet 7 -f--'
FSK-CA-122, Sheet 181A Rev. 3 #*
].-
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- 4. ITEM DESCRIPTION "i>223- rice Lor -
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- 1. PROJECT NAME JOB NO. 19. 20.
p,f 722 O N . PAGE OF
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- 22. ( ) Field Enginening Disposition { l Field Engineering Recommended Disposition to Project Engineering l 23. PROJECT ENGINEEltlNG DISPOSITION
- 26. OC ACCEPTANCE OC ENGINEER DATE AU T HORIZED INSPECTOR DATE
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NONCONFORMANCE REPORT P .s/u tans
- 1. PROJECT NAME JOB NO. 19. 20.
/vf IBLA ND 722O NO.330a_ PAGE bOF.1 I 2. UNITISI 3. DRAWING /PART NO. REV 4. ITEM DESCRIPTIOM 5. ITEM LOCATION
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RE C-18cl%
DATE ~ I/lo/81 . -
SUBJECT
- 11 Lt_m on smeto pm 2."d C.O. Ano cost ooog Act h o.
gt g.3 3 ' e . i REF __ CDP i i ci - I H 1/1c,lg,i
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H' r cros 4 (A . cEo) -
AAO COORDINATION Date / Time'
- AAO Contact ggg g 4 RoJECT E c6iy EE Ri r06 HAL R EdiEWED THE RE P EREr0 LEO CtAe. DRu.L 'PE9,n iT . THe tt" CLEAA DiST P r < E.
rbETt0EEe TwE uEw 2."
$ (.cAE r.A itt
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AESAR COTI i R6 5 rMLL (AE. DocE. t4 A cf cA.O A O LE WITW S pet , 1rLD - C tJ61 (9) . .
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UNCOWTBDLLIa NOT 70 BE USED FOR C.ONJIgggJ)0N
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RESIDENT ENGINE JLil
} AAO Review: Group Supervisor
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E. . . a i- i CONCRETE DRILLING PER:4!T -
Pro.'ect 1220 Per::it No.. Mo *3 Page l 9 _ .(
9 ,
1sred By: MChrros 4 Discipline: E LECT 2l CA L Date / -1% 8j Unit l Bldg. aux Area 3 Elev._(pg7'o'-
Location of Q-Listed blockwall or poured Resioent Engineer approval for attace.:nent to
=
wall substituted for Q-Listed blockwall Q-Listed blockwall or poured wall suostituted for a Q-Listed blockwall.
Appy'd Not Appy'd Date By: ,
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VCATsc41 C.L G R R 0 t S T". Is c 7 w gt Y c.on c 0 Rt s.-L Mo f c&C' If l -
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8 hotes: (1)' SEE LATEST DESIGN DRAWING REVISION AND CHANGE ADDENDA PRIOR TO DRILLING.
(2) DO NOT CUT REBAR WITHOUT FIELD ENGINEERS APPROVAL. NO RESAR CUTTING IS ALLOWED IN Q-LISTED CONCRETE BLOOKWALLS OR POURED WALLS SUBSTITUTED FOR ,
Q-LISTED CONCRETE BLOCXWALLS. :
Specific Instruciten and Location Tolerance: i([ ALL O re.rtTio u.3 -
y Note: If rebar encountered, notify '
S.PAvuF -
A i If grouna caole encountered, T notify f4 cIn tDs ur }
. Loacs per orawing C-2050:(list only for at- '
t Before moving nanger, notify tachments to Q-Listed blockwalls or poured wal1s~ substituted for Q-Listed blockwalls)
S l:
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/EW -c -2Sr3 Reference Drawings: -
oved By: ' ed fnr attachments to Q-listed blockwall or poured walls 1 (Not ,
st.i .ed for 0-listed block walls.)~
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- 1. PROJECT NAME JOB NO. 19 20'
_thbteuh Oe Lt 2._ 72 2_O " - 33 " "^ ' I ' *I
- 2. UNITISI 3. DRAWING /PART NO. REV 4. ITEM DESCRIPTION 5. ITEM LOCATIO
_Lt.2 6.JheseR SPEC NO.
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- 7. SERIAL NO.
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- 11. INSPECTION CRITERIA IRNOd M .2/4 12. ASME AUTHORIZED O E 13. SKETCH ATTACHED 14. Disem ed During 15 Equip Furnished Uy (3DWG f)6 SPEC l)OTHER NO O %YES (INO ( IRec*g Const ( ITest t IChent t IEstg %FLD
- 16. NONCONFORMING CONDITSON: 24. DISPOSITIO'N CONCURRENCE ar rework I retect Uepose --- -use as ig__
m7FO_8AES rr1AV SE_ Cur __EA0_4 WAi,_E_AOI FACE, FCOlbED 714E" flidleitM_86DJAL i 1 RISTAAJC6_7DMJJCCT_CtJrE42._ou 771C_%viELEBCit'_/M._7M!E~$APMLD/PEr.TJOJ,_ TROsECT rarLo ENueNEER' isA exAsr itullokster." Con 1rsucL10 rnis,xan *ILVraencasattoac PROJECT ENGINEER OAIE DATE ZCAJE_./34L W EC.dLOd h 4 M _OF b U M M W.IMd PROJ CONS T R QC ENGINEER DATE EAEor 6 k_La_m.lE__1Es _.WMM_COR1RiARE Mdd_t-str. 2
# 6 f~SK- M laddEfd._SALLMEE_C.0T_tALAbDLThot.1_*1b froMR_(D7bUTHORIZ ED ONSPECTOR 8 DATE
- 17. REPORTED BYdf. . ,
1 DATE 18. ALID ED BY as.otsP sivsoM REsutis _15mn_Ogsnm zitLIBl
- 21. ROUTING: N TO FIELD ENGINEERING t I TO OTH$t' (SPECfFYI
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ll DATEli
' 2s f/
- 22. ( ) Field Engineering Disposition ( l Field Engineering Recommended Disposition to Project Engineering e
- 23. PROJECT ENGINEERING DISPOSITION l
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- 26. OC ACCEPTANCE OC ENGINEER DATE AU THORIZED INSPECTOR DATE
NONCONFORMANCE REPORT (CONT'D) ropact _2._op__34 19nen no.3311 i ( StocKJ(,_.cour'o. rnot4 % IL_ __ _ _____ _ _ .._____._ _ __._ ExisTidcs_c.or_VEertGAL_sAE_AMD Tk/O EXib DMkC.OT_NOR.lIOuTAL_15AR.(ooe. cur Veer. Ana__ _OME30T_N04Z._REPDRcitb_1w_ AJCR
- 16,4-7 ) ".: cia _ ATTAc.ntn_T&.1FOR_ LOCATmO S, . _ _
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Q i2- i ' .5 ., 6 7. - i .w. L) 8 - o -n NONCONFORMANCE - REPORT LOG B STATUS BOOK 12.
^ # ' ' 2
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REPORT DATE , .
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PAGE COMPT 7220 a.C. ENG. SIGN . 1. PROJECT NO _
,4 NCR ORIG. NONCONFORMANCE STATUS DATE PREPARED BY ** ^ '
NO. DESCRIPTION / REMARKS ROUTE 'X M Q 'b ED CLOSED SY
^
Fi Id 7 14-41 -
.tp. 6-21 P. M. Pitts ti-104A. Documentation for lHBC-1334S616- 6 b- No 76 76 M. P. Dooling
-76 7-6 misidentified . ASME 4.164 76 6 M-106. Incorrectkek.sentwithHanger ~ ~
6- - 76 76 R. S. Morrow f.h 76 R. S. Morrow 12-lGCB-25-Ill4 ASME 4.102 6 M-106- Incorrect ab and Bechtel Anorovai y 76 9 5-4 3 76 R. S. Morrow level 4 sent w/ Hangers ASME4.102,4312, 72 10-1-76 [^m 7 77 R. S. Morrow 10 @ 6 M-lOhA. Venturf innkina f'rnm nnnn1 - 7 kO 76 H. Boleen 76 76 76 H. D. Foster 2HBC-123-8617-8-4 ASid 4.17k 76 M-lo6AC. PipeHanger 18-lHDC-133-H6 fabricate ( IWla 8 8 11-30 6 6:28=74 76 76
<. f@ 76 R. S. Morrow to a Bechtel level 4 sketch ASME 4.162 P. M. Pitts 11-1-it) 4
'M 6 g M-lo6AC. Incorrect Dwg. Rev. cent with yi 6-231Y6 -
No 8 2 76 R. S. Morrow ~ % m__ m ASMEN:hj0;Ml4.241
- 9-29-76 76 :81.f_ W. Smith pf 6 hi-204. Incorrect stamping of 26" yard {I*
,24_ No 7 7 J. R. Behres j 76 J. R. Behres 76 76 piping.. ASME 4.192 76 gT 6-2h W.M. Pardee C-lll'. Heat Number dindrepancy on Dnme T.iner Field No 8 W W. E Mee
-76
-76 Plate assemblies l.]o9 6-24-76 76 34p 6 C-111. Shop Assembly Untraceable to Field 8 9
- No 76 W. M. Pardee 76 W. M. Pardee Documentation Ht#21302 Slab #10 1.109 6_g 76 8-5 6 -+G1 6-28 W. M. Pardee M 120- T.inna r indicationa found nn 16" Valva Field 76 9-20' 77 W. M. Pardee
# -76 S/N 3N-641 ASME 4.164 M 8"E o-po-76 111 5 - 76
% 7 76 R. S. Morrow M- 10 6 A C. Wrong Dwg. Revs. on Hangers 7 Field 8 9-16-3 76 77 R. Halverson
- 4. 112 76 fab to level 4 dwes. ASME 44.102't177 191 76 72- M- 104 A . G- 321- D not submitted. Swnnnnt ni, . Field No
, 8 8 H. Boleen 76 H. Boleen not capped. ASME 4.192' 7-6-76 76 75 A Ao-103 09f14 oC Page 41 11. P oc-c31
QLtrJ Ci- W -40 o* 4 LOG OF NONCONFORMANCE REPORTS a a ' f C.9 DE bl PROJECT NAME Midland JOB NO. 7220 PAGE 57 2 3 4 5 6 7
- DATE NCR i NCR NO. DATE NONCONFORMANCE DESCRIPTION / REMARKS DISPO. CLOSED CLOSED sY
@- 3-ZZ-77 M- 104- A C. Three pipe spools not subjected to R ej,ect solution heat treatment and water quenching. 7-lh-77 J. Sl i fer E-42. Pull boxes mounted to H line wall with 3-23-77 pd incorrect anchors - . Rework 5-4-77 G. W. Brown
_g6/ 3-24-77 0. sa d gradation passinc #8 siev fe I below Use as is 4-25-77 B. T. Cheek
@'~3-24-77u[ do not have embedded angle iron frames Aux. Bldg. El Useasis Repel:. 2-13-81 Dwa. C-202. M-832. M-861. Electrical penetrations
. SEM' J.C. Miller g
3-25-77 C-230. Variation of quantity of air entraining admix- Telex. D-E-'(~( B . T. GneeK ture is over the maximum'of420% (4000 thru 4100t Use as is 6-6-77 B. T. Cheek T ~3-25-77 M- 10 6 A C. Hanger Ass'y 8-lGCB-16-H9 E-ME-487 fabricated to a level 9 drawing. Use as is 5-26-77 J. R. Slifer
@j 3-25-77 C-208. Concrete Cylinders in curing tank on 3-21-77 had a recorded temperature of 78 F.exceedine max. Use as is 6-7-77 B. T. Cheek DJ,) 3-29-77 .M-106A. Certification for 6-2HBC-5-H1 is for ANSI
_ H-31.1, not ASME III, NF. Re.iect 5-13-77 J. R. Slifer M 4-1-77 M-106A. Angle welded to plate, incorrect location per approved Dwg. SK 1-610-6-2B, 3-IFCB-29-H3 Rework - 12-27-77 L. Brown E7-SST 4-5-77 Dwg, C-220. Slab dowel exceeds spacing require-ments (20' instead of 12") Aux. Bldg. El. 593'10" Std. Repair 5-19-77 M. Foote N_ 4-5-77 C-38. Structural Steel diagonal delivered to the jobsite damaged. Repair 4-12-78 D Osborn 7D 4-5-77 M- 104 A C. Pipe Spool ZHBC-322-5634-2-7 delivered to the jobsite damaged. Use as is 7-18-77 R. S. Morrow tI563 h-6-77 A 305_& c-106. Durinz installation of pine hangers Jtert. 'rebar_were cut deviating from 10' criteria Use as is 5-27-77 B. T. Cheek M.
~
4-7-77 _M-106A. Spring Assy wrong dimension. 1-634-4 Reject
, 8-lHBC-22-H4 6-2-78 D. Duff i 57J.8J 4-8-77 C-208. Concrete cylinders being cured in Tank #3 3.
exceeded maicimum temperature. 3-31-77 Use as is 6-14-77 B. T. Cheek j p/rj 4-106. Hanger h-2HCB-20-H18 fabbed to incorrect , 10-3-78 L* Brown _h-1.1-7*/ dimenaions incorrect location dimensions. etc. *3*Ct l CE0J h-12-77 Dwgs. c-222 & c-28h. 1-#6_ top _anLbottom_and 7-#8 rinval a nnt nrnviana. Anr. Mdg. Elex._6tI9, R ewo rk 4-12-77 M. Foote
-C-230. Air entrainment at point of discliarge too low d 4-12-77 Pour SWI(630.0Ta' Use as is 6-21-77 B. T. Cheek
[M - h-1h-77 _li-20h. Arc Strika in npool_1HCC-7 % n wi8-hexcenda Rev & 10%_mgrgin as outlined by spec. t. ; h-13-78 K. Roberge v
i LOG OF NONCONFORMANCE REPORTS ] tf . 1 1 a PROJECT NAME MiAlana JOB NO. 07220 82 PAGE 2 3 4 ' 6 5 y NCR NO. DATE DATE NCR NONCONFORMANCE DESCRIPTION / REMARKS DISPO. Ct_OSED CLOSED BY 1219 2-13-78 F-3106. Five Star Grout. Test SPh?6 failed Comoressive l s.tre_ngth, location of 32 bags indeterminate Use as is 2-lh-78 R. Montreuil j 1220 2-13-78 l1-106AC. 16 pc's. 1 3/h" X 4" SA514 Grade 64 T.nes. ' onali ty Donumnntatinn pankngn han nnt hnnn vnnnivnd. Doc. Rework 2-21-78 D. Duff 1221 2-13-78 M-106Ac. shnn ord ar LMTwnl h . LMTbO8h . WML 1 _ _ Use as is E ML979: un1'in an not mont nritnvin nr TTT'n bhedur e. Rework 4-4-80 F. Mahala , 1222 2-15-77 M-126- 80 Tiancern ennnintine of 100 Field Welds. Use as is 10-17-80 W. Smith unanrnien vol a n /a ntan tn. Any 1 A 9. cont. 42 Rework -1057" 1. Lik 1223 2-15-78 M-305. 11.667' h" of 2" Sch 80 CS I'ipe. delivered to
.iobsite with partial markings. illegible or none at ali }. eject 5-15-78 H. D. Foster 122h 2-15-78 ml0hAC- Pipe Spool 2nnC-9-S63h-7-h. received at the johnito dontod. Rework 8-2-78 K. Roberge 1225 2-15-78 m75AC.__Wrone revision of the G-321D form was received Doc. Rework with thn Onnlity Verification Documentation for OP-75B 3-9-78 D. Delaney 1226 2-16-78 Grout Cubes. 68 cu. feet of grout nlaced with only A nota nr nuhnn madn_ T.inor Plate _ Repair El. 672'+ Use as is 2-17-78 B. Cheek 1227 2-17-78 Dwg on-550 01 nT_ Annhnr nni t nl nnvn.ni nto A nut van ennna +n ho ner_non+,,_ Revork h-12-78 A. Lamach 1228 2-17-78 IA106AC. Shon Orders W MTb0ll,014. 011..& Oli have R'evork 1 wnldn whinh an nnt mont ihn n nn an tanno critorin _ Use as is 2-28-81 w. Smith 1229 2-17-78 % 20. Riv R1nctrinn1 Ponntratindn._ cabin charrine. 2. Doc Rework
,n inor+ ann hinnkot_ nnn_ nrt vnnaivna_ hinnknan_ 1. Repair 3-11-80 .T. Miller 1230 2-20-78 Dwg. C-kl'6. Embed 8638-lh-21 is not iri correcli location as called out by dwg. Use as is 2-27-78 D. Osborn 1231 2-21-78 %111Ac_ Plund Tid T23. heat nodo Annn nnt nevna with nnn_ rnn'd. T218 nn imnant tantrna ranni tn /u nnn_ ny,_ Doc. Rework
^ ' ~
1-11-78 .T . nlirnr 9 Tahk support wn11 Pmhndn$ rnnoivnd at thd ~ No
~
1232 2-22-78 c-?33 2-24-78 johniin vith nhnnt 3 no thn C-3?ln onm minaing. Unncon formance J_ R_ S1ifer 1933 2-23-78 c-3ng_ nunalad hnra nut withnut Project nr Trnnident __ Rnginnaring approval. TTnn an in 6-16-78 .T. Moyara 1234 2-23-78 c-Plo. concre.teAircontent_for_pourA(659)p Telex 3-16-78 S. Kirker pinnad with hiah and. inantaminato niv Use as is 3-2h-78 D. Osborn j 1235 2-21-78 E-30$ _ ARMR RA 193 Crndn D7 studn_ mat'l marknd , ARMR RA19n. Documon tati nn nhnun mn t'l tn hp RA19~4. ,dj n e c,t. 6-2-78 T. Christofferson;i 1236 2-23-78 %$hAC. ' im Spray Pumns.1 radiographic report dissing, NA & Motor Onerators on rumns tagged wrong. Don. Rework 12-26-78 B. McGlassen i. 1237 2-23-78 J-201. ~ Main Control Boerds, test r.eports sent do not [foc.Rew 8e as is !
..'. agree with specification, finish 3
. ') int record not certified. 9-13-78 J. ( Slifer {
v
unn na. - u il LOG OF NONCONFORMANCE REPORTS ' 4 f 4
' i[,,
t i l PROJECT NAME _ Midland __ . _.__. __ _. . JO B N O. _____ _ 07220 s 91 PAGE l 2 3 4 5 s C NCR NO. DATE DATE NCR = l NONCONFORMANCE DESCRIPTION / REMARKS OlsPO.
~~
CLOSED ' CLOSED BY ! 1390 6-22-78 .BQAM,_ Stock ARMLSec._NF_ Mat'l_P0la_ issued in Rnpplier. ' v/o__frocurement_Insp._l)ept. survey _being_ accomplished._ Use as is 8-22-78 J. Slifer 1391 6-22-78 E-ll. Elec.__ Test.. Reports _for Dattery_Chargern an not__ Use As Is 10MO 0, 5, n h ty 4 _ _ _ _ _ .ip0lude_ Documentation _ required _by_Specificailon. ___ DA Rework 2-9-81 D. A. Delsney 1392 6-22-78 Dwg. E-750 Cable _ Tray Hanger is not_. installed according to the projec t approved de tail . ContainmenfJ2___ _.__ _. Vatt.90_.1_o_. 8-28-78 D. C. Thompson 1393 6-22-78 Dwg._E-750.__. Cable Tray Hangers do not_have_ vertical ___ _ _ _ . _ _ _ _ _ _ _ legs. installed as detail Dwg. Containment.82__. Use ao is 9 -20_-78.___ __Jt,_.Amos 139h
' 6-2C-78 M-163AC - Recirculating Air Cooling Units - Minning &
illegible.documenLation for 2VM-56A.&.B_ ___ _. _ IMc. Hework 3-13-79 D. Delaney 1 19 6-26-70 M-10hA. Pipe Upoul 211CD-2-U6.11-3-7.-- Nipple _lu nuI,__ ___ ' i welded _to_18"_ elbow. as shown in approved _ Vendor Pront.. _ N/A _ _ _ 6-28-78 . __J._El_ifer
- 1396 6-27-78 .M-117AC_ h Mntor_ Operated _. Valves _deliveraa tn tha 3
___ - _ _ _ _ _ .jobsite_.with an accumulation .of dirt /ruet/ loose. screws. Reject ___ _ 11-15-79 H. Moore 1397 6-28-78 C--208._ Concrete Test cylinders stored at.nonconforminc Use as is _ _ _ _ . . . . . _ _ _ _ _ _ _ _ _ _ _ _ . . tempera ture._0_ Tanka _on _6/Zi/78 10-12-78 Thomas Lieb 1398 6--29-78 _Dwg.._C-95mAnchorJ30lts .for_ Panels S-3 & S-L are ~ Repair , ayu19 48- _n cmle
-3" off incation _SWPS_o_65816" Use as is 1-31-80 s.-Kiricer 1399 6-30-78 P-28915,_28658 _2B759_Nutn & Enitn an nnt maat markine
, Reject 7-20-78 R. A. Montreuil 1400 _xe$uirementa-4 4
7-6-78 F-- 6720. Stock pipe rec'd with no G-321-D. -Spool No ' not put into designated receivtng area. Nonconformanca 7-11-7F H. D. Foster lh01 7-7-78 M-20h. 1" Sch 160 SS Pipe - heat traceability missing ___ _due__tp__improngr__ marking _o_f_ _2_pp s of_ pipe . Reject 9-7-78 C.' Groat 1h02 7-10-78 _M-1.17.__Non-receipt of_Recieving_._ documentation Doc. _._ _ Decay _ Heat RemovaLPumps _1p60A_and_2P60B ___Reworit__ 7-2h-78 .T _ R1irar j 1h03 7-10-78 _ spec._C-230_ slump .@_EOL_ fell. above_requirementa Use as is 9-18-78 of specification. S. Gelnett 4 ._ M-163AC. Doc. suppliedPour w(/recriculati_ng._ A 693 75)b' . Air Cooling j 1404 7-13-78 ~ Doc. Reworir 5-10-79 Wits missing,_._ill_igible. Numbers vary 4 D. Delancy 1405 7-13-78 M-163AC. Some documentation for recirculating _ air _ cooling units illegible, not traceable. Doc. pewor 1-9-79 D Delaney 1406 7-13-78 M-163AC. No Quality. Verfication Documentation ' received for recirculating air cooling _ units. _ Doc._Reworc 1-23-79 D,_Delaney 1407__ 7-14-78 M-10%.__ Incorrect amounts.of_ documentation _ rec'd -__
.._____- .for_ spools _2Et.B-12-S632-3-13 01180-1.%18-1-2. __ . Doc. Rewor)L_8-1-78 __ _ M._Do!~ta_n_
1408 7-17-78 _ .C--230.__ Sand _ gradation had 69% passic the_D0._ sieve.__ thereby. exceeding allowable limit3 h !p 9%. une as to _8-15_-78 T... _-gJ.ieb {
.m , _.g.-. m' - . - g a a
i LOG OF NONCONFORMANCE REPORTS - [ ' ' PROJECT NAME Midland JOB NO. 07220 PAGE f 2 3 4 5 7 DATE NCR NCR NO. DATE NONCONFORMANCE DESCRIPTION / REMARKS , DISPO. CLOSED CLOSED BY 169h 12-8 t4-1. 27 Pressurizer Spray Control Valves. The dial Indi- 1-;f>-79 cators of F-1-256 were notfunctioning whenvalves .were cyclod. Rewrk C. Fugate F-31391 275Pcs, of ASTM-A-kh9_ Bolts Material Test Renort 3 ' 1695 12-11-78 are unavailable due to lack or traceability tosnectrin lot . Reject
~
1-31-79 M. M=re i h-123-C Decay Heat Removal & Core Flood Tank h-12" ACA-GT-R 1696 12-11-78' Valve. Wrong page Number on G-.321-D Rework 3,30-79 K. Deitz M-125-cc Nuclear Service Valves. No documentation was Doc. 1697 12-11-78 received on M-125-c. Rework 1-29-79 J. Gray M-120-AC Nuclear Service Valves. . Doc. doesn't correspo id Rework - 1698 12-11 with C 321-D. 1-23-79 D. Delaney M-123-CC Nuclear Service Valve. Documentation doesn't Rework 1-19-79 D. Delane,y 1699 12-12-78 correspond with G-321-D. . _ _ . . _ _ _ _ _ _ . . . _ - -_ c-305 mmP AC TTni t v /enn en No _ RPG 1hhh was used nnd Rework 1700 12-12-78 fonna 'to ha ont or toinrnnce. _ 1-10-79 K. Brinster 1701 12-12-78 f4-120-AC Nuclear Service Valves Valve is stamned class
- 3. and should be class 2. Re wrie 1-30-79 D. Delaney Tw Shop Fabricated Pipe Snools. have flaking _ rus-;
1702 12-13-78 :4-3h2 w/ nossible nittine on interior surface of ninn. ReworIt 5-10-79 M. Moore 2h"-1HCC-87-H1, has 4 pcs, improperly identified. 12-1 h-78 M-326 NfA 1703 _c; cc 4-18-80 F. Mahala , 12-1h-78 L 90 cable Penetrations Wire N-3 on penetration 2Z133 #1 rework 170h vnenived pinched at 2h and 25 inches from the end. .
#2 re.iect 3-6-80 J. W. Miller F-12187 Emn Container for part Aof conc / weld primer 1705 12-1h-78 was received dnmaged and leaking. a bUseasis Doc Rnwore 1-30-79 R. Montreuil i.on Doc Rework 1706 12-1h-78 A13 Bd Dintributien for.Esterline Centers. twoillegible.
Angus Recorders.are naces oftest certificat Use as Is 6-21-79 D. Delaney 0 - u ear ervice Butterfly Control Valve Transducers 17 7 1244-78 5 Name Tags Vere wrong. N;A/
~
3-29-79 D. A. Delaney M-1.10 Maintenance Inspection, unable to locate material . 12-1h-78 for-inspection. Rework 1-25-79 C. Fugate _1708 F-3183h Carboline 191 HB, Were Received Damaged. and 1709 12-15-7g use as is 6-16-79 R. Valentine exposed to air. 1710 12-15-78' L39 Rainmil Virnuny Ruppnrt. vala van nmittaa- Use As Is 2-5-79 J.C. Huron, 1711 ; 12-15-78' CM viald Vlad Un: % vas = 1 dad vi+hnnt a rnm wA Rework 2-17-81 R. Wellington or QCIR being-issued for Dec. # e -- e ,
' 12-15-78 E-7_Four Thermal Mag. Breake_r & Rem I I te Operators.Bech :el 8123-79 -
I Reject
! 1712 . Shop Inspector 337 Released h Rotory Breaker Operators
, . R. MacGla'shan '
_ - = _ - _ _
4 .
\i LOG OF NONCONFORMANCE REPORTS 1 i a PROJECT NAME Midland JOB NO. 07220 PAGE 110__
{ 4 5 7 2 3 ' DATE NCR NCR NO. DATE NONCONFORMANCE DESCRIPTION / REMARKS DISPO. CLOSED CLOSED DY E-ll-AC.Q-mat'l indeterminate in regards-to satisfactory 8-27-79
~ R. Moray
*- completion of qualification test ren'mts per spec.E-ll Use As Is E-13-AC. Q-mat'l indeterminate in regards to satisfactory
- ~9~I9 completion of qualification test' ren'mts per spec E Use As Is 1-23-80 C. spinks E-19-AC. Q-mat'l indeterminate in regards to satisfactory 1752 1-9-79 :;6mpletion of qualification test req'mte per spec E-19 Une As_In 8-14-79 R. A. Moray .
E-21-AC Q-mat'l indeterminate in regards to satisfactory R. Moray'
, 1753 1-9-79 56iiipletion of qualification test req'mts per spec E-21 Use as is 2-23-79 E-22-AC. Q-mat'l indeterminate in regards to satisfactory 175h 1-9-79 completion of qualification test req'mte per spec E-22 Use As Is 8-3-79 R. Moray E-26-AC. Q-mat'l indeterminate in regards to satisfactorv R. Moray - 1755 1-9-79 completion of qualirication test ren'mts per spec E-26 Use as is 2-23-79 E--h5-AC. 0-inat'l indeterminate in regards to satisfactorv
- ompletion of analification test rea'mts per spec E-bg Use As~Is 8-30-79 R. Moray E-h9-AC. Q-mat'l indeterminate in regards to satisfactory 1757 1-9-79 .
- ompletion of qualification test req'mts per spec E-49 Use As Is 2-9-81 -
D. Delaney B-205-AC. Q-mat'l indeterminate in regards to satisfactory 1758 1-9-79 Use As Is 7-25-79 .R. A. Morsy completion of analification test rea'mts per spec E-20g I-201-AC. Q-mat'l indeterminate in regards to satisfactory
- 1759. 1-9-79 :ompletion of qualification test req'mts per spec J-201 Use As Is 7-17--80 R. Moray J-202-AC. Q-mat'l indeteminate in regards to satisfactory t / 1760 1-9-79 .Use As Is 7-17-80 R. Moray completion of qualification test req'mts per spec J-202 J-20h-AC. Q-mat'l indeterminate in regards to satisfactory 1761 1-9-79 completion of qualification test req'mts per spec J-20h
)~ I-207-AC. Q-mat'l indeterminate in regards to satisfactory 1762- 1-9-79 . ompletion of qualification test req'mts per spec J-207 Use as is 5-18-79 R. A. Moray ~
', J-255-A. Q-mat'l indeterminate in regards to satisfactory 1-9-79 1763 completion of qualification test req'mte per spec J-255 -
J-256-AC. Q-mat'l indeterminate in regards to satisfactory s 1764 1-9-79 , compleition of qualification test req'mts per spec J-603 Use As Is 11-16-79 R. A. Moray
/_ J-258-AC. Q-mat'l indeterminate in regards to satisfactory Use as is 5-14-79 R. A. Moray .
- ompletion of qualification test req'mts per spec .J-605
" -275-AC. Q-mat'l indeteminate in regards to satisfactory 1766 1-9-79 completion of qualification test req'mts per spec J-275
- i M-1h-AC. Q-mat'l indeterminate in regards to satisfactory _ '
1767 ...
. 1-9-79 completica et qualification test req is per spec M-lh -
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LOG OF NONCONFORMANCE REPORTS - p *, . 1 1 8
- - m ... - - - = _ _ # ~ W N : ' ~ ^: - _ . -~ T ~~~~T L . --. - - - # "*' : a-G- ~ A5 - #
- ~ . <- ~
~ - ~ ~ ~ '
2 3 4 - ' DATE NCR , NCR NO. DATE NONCONFORMANCE DESCRIPTION / REMARKS ' DISPO. CLOSED ClJ3 SED BY
~
M-106 ITT GrinnellPipe Hangers,no Quality Verication Doc- Doc. 12-11-79 R.Montrueil 1823 1-18-79* . umentation was received with shop order (EMD-263) Rewo W . M-106 Iff Grinnell no Q'uEL'Ity Verification Documentation 18214 1-18-79' was rec 51ven with shipment,also material location is unkno5n. Doc. Revoz k: 3-16-79 R. Montreuil- _C-30$_ _ Seismic Conduit &B$x Supports, these items haveG-3C 5 1825 1-18-79 su th Rework J pports attached toSteam-253 ATmosphsr1E block wallswhich Pump Valves, is tags not inacclrdancewi for valves contan n 1826 inawrig- Itairi humnaF ana valve 1.u. number, non, p ,ng 7-9-80 R. MacGlashan 1-20-19 W U6 Bolte, no quality verification documentation was 1827 1-20-79 received for ITT Grinnell shop _ozder EMD-1h9-01. Doc. Rework 5-8-79 R. Montreuil _ _ _ _
~C-30_14 Sle,e,ve MFA 2A&2B, was done without an open Inspectio n Use AS Is 2-5-81 E. Dutton 1828 1-20-79 Record. - - . . -
_C-30h Fab. of angle frames, was accomplished without an 1829 1-22-79 oJgn. inspection record. Use As Is 2-15-79 J.C. Huron _ C-2 " ' "" " US AS r, 8-7-79 C. Pavledes
- 1830 1-19-79 of im
-- F-3262h Smls Butt Weld Elbows,G-321-D received wrong R * "' d 8'* .
R. Mac Clashan Doc. Hagei;r 1-27-79 1831 4_o 0_ 7o purchase spec. G-214 Misc. Metals, inryco has hever submitted sample panels Use As Is 8-12-80 s. ceinett e 1832- 1-22 79 for approval. M 90). Yolinen Mon 6urnments indicateddthat 1 were welded 1833 1-23-79 etto Innn volts. Use A,Is ?_73,79 y, pyyn, F-10-204 Station Batteries, Maintainance Deficiency. M. Donovan Rework 3-22-79 181h 1-21-79 . C-50B-AC Emergency Airlock, Discrepancies for gaulity Use As Is 3-19-79 B. Mc Glashan 1835 1-25-79 Verification documentation wa's found. F10-1h5 Service Water Pump Moters. power supply to motor . h25-79. space heaters has been disconnected since 1/12/79 Use As Is 3-ili-79 C. Fugate C-30h Installation of Cable Tray Supports, voltage measu; a 1837 1-25-79 was outside the WPS specified value. Use As Is 6-12--79 D. Squires
> sj_tR min m nm Tnn1 ntinn. Valvn.Wrnng Rny. on C321-D was rk .5-30-79 D. A. Delaney
_ 1818 __ 1 26-79 inoVD pkg. . valve reducers have wrangheat__pg "
- e. dor.' tcorrn.
"N*
C-2Lfkmbeded Channel e vas cut out. 1839 1-26-79 Une As ms 3-6-79 /J.boyers 18h0 1-29-79 _M-13h. P_are 3 of 1 for Code Data Reports on G-121-D not 'R. Valentine received with valve shiyiment. .1
. Doc. Rewor) ,1-30-79 1 C-439 _ Pump return.line_restrafnr 3 == hart wre instal; ed i2-20 ,ii + ' M .mm.
'} 1341 .. i 1 79 F -
ygygk1H-- 5-18-79 -
"E. Kirker 90 of f&rimnernendicular to flanees a \4x370.-- -
LOG OF NONCONFORMANCE REPORTS D \) 072 0 135 dland JOB NO. PAGE J PROJECT N AME DATE NCll DATE NONCONFOHMANCE DESCRIPTION / REMARKS DISPO. CLOSED CLOSED BY
- NCR NO.
Hanger 6" 1DBC <-H8. Item 1 of hanger sketch 1-613-6-11 24_M L Matz Rework 2203 5-21-79 forced out of rerpendicular to' base piste. Hanger 24" 2HBC-178-H9. expansion anchor broken off 3-19-80 F. Mahala 220h 5-21-79 durine expansion anchor torcue testing. Rework INR200's field installation manual (C2-146) does not give U** #* I* l-9-80 P. VanderVeer 2205 5-21-79 specific tolerance for post tension wire bends. F-3103 Packing slip and documentation discrepancies w'ith 9-26-79 R. MacGinsban material from wiltse; pieces not available for inspection. Doc. Rework 2206 5-21-79 __ F-27952. weld adapters incorrectiv.nt,mnmi an_ un un
~ ~ ~
~
Rework 7-31-79 M. Moore i 2207 5-22-79 requires "B-32"
,F-3103. Documentation with, material from Wiltee shows some Rework 2-21-80 D. Delaney ;
pieces shipped without shop inspection. l Hanger 36" OUBC-1-H2, expansion anchors show chipping and Rework 2-6-80 E. Urbanawiz } 2209 5-22-79 spalling outside base plate. Ewg. A-18. During construction joint preparation, letdown . cooler walls prepared incorrectly, by use of Buse . ncumer. Rework 6-25-79 s. GeInett 2210 5-23-79 M-104A. Pipe spools with heat number N32762 failed to meet Use As 5 ls 10-1-79 E. Urbanawiz 5-23-79 2211 the physical impact requirements, E-26. Conductor #10 cut from 2 cable reels to date does 5-23-79 not have asbestos / polyester binder tape at cut points, Reject 3-5-80 H. Waatti 2212 M-163 Recirculating Air Cooling Unit Fans released from 4-74-@g _"*E.v Mahak
^"""
5-23-79 warehouse without performance of maintenance activities. _Use As Is '- " ' ' 2213 S-655 Erpansion Anchors.for conduit support LAVA 017, Test & Use As Is 2-22-80 J. W. Miller
. 221h 5-23-79 spaced incorrectly; stud anchor not marked / coded.
M-617-ll. Valve 8"HBC-BF has g ose are damage to stem.
~
/
Rework 8--8-80 C. Fugate 2215 6-23-79 Hancer 10 2HBC-110-H8. stanchions welded to spool with partial weld, sketch calls for full penetration weld. Use As Is a8 14-79 J. W. Hamler
-2216 5-24-79 FSK-M-2HBC 57-1, tolerances between fixed points on spool exceed 1 3/8"; N 3 and 8, W 13 and 19, W 23. Rework 6-18-79 L. Brown 2217 5-25-79 Hanger 215 2G3-1-H18 not installed in compliance with 2218 5-25-79 pipe support design drawings.
Use As la 2 'l .80 R. Wellington F-35384. Discrepancies in. documentation; wronge rev. to
* ~~
2219 5-25-79 h-321D, wrong rev.to Spec. on certificate of conpliance. k Ai ( l' '
l LOG OF NONCONFORMANCE REPORTS ! l e-O,ECr N.ME' Midland ,,,,, ,,, 07220 , , , , 139 3 . . DeWC NO. DATE NONCONFORM ANCE DESCRIPTION / REM A R MS D I S PO. C S O CLOSED BY M-104A. Concentric reducers, G-321-D not siIned by shop inspector; Doc. 2272 6-15-79 no line designation data or spool number on concentric reducers. Rework 10-30-79 M. Moore Hanger 2 " I n H14 has no visible identitication and , 2273 6-15-79 cannot be traced to a certificate of compliance. m 1-9-80 E. Urbanawiz Hanger 8" ICCB-15-H56 has no visible identification and 2274 6-15-79 cannot be traced to a certificate of compliance. N/A 11-7-79 E. Urbanawiz Hancer 3" 2CCB-63-H3 has no visible identification and 2275 6-15-79 cannot be traced to a certiticate et cmp 11ance. N/A 1-9-80 E. Urbanaviz 2276 6 18_79 Hancer 6" 2 EBB-13-H15. has no visible identification and cannot be traced to a certificate of compliance. Rework 2-13-80 F. Mahala Hanger 6" 2 EBB-6-H8 has no visible material identification 2277 6-18-79 and cannot be traced to a certificate of compliance. W/A 1-8-80 E. Urbanawiz H nq r H4 has no visq mading and cannot 2278 6-18-79 , be traced to a certificate of compliance.
,N/ L 4-17-80 E. Urbanawiz F-3150. Misc. Pipe Fittings, b" plugs have no sizeoor service Doc.
2279 6-18-79 ratina stamped and no service rating listed on ofrR's. Rework F-3103. Packino list and documentation received with material 2280 6-18-79 ~ N frtm Wiltse has several discrepancies between packing list & materi al. /A 2-4-80 S. Kirker J-258AC. Butterfly valves received with only G-321-D, no other Doc 2281 6-19-79 doctmentation. Nameplate taped to inside of valves. R rk 9-5-79 R. MacGlashan E-617 Sh. 2. Expansion anchors used to install support mnduit 2282 6-19-79 run and junction box. Expansion anchor not to be used. Jse As I 72-13-81 C.Spinks Stud expansion anchors are not installed with the required Rework 2283 6-20-79 minimum embedded length. ~k M-183 Sh. 1. 'Iwo reinforcing bars in slabs were cut on the same Re Eir 2284 6-19-79 face, in the same direction for pipesleeve on line 0JBD-42. :; 3setd ' As .$19-14-79 . S. Gelnett Hancer expansion anchors have been installed below 2285 6-20-79 minimum embedment recuirements. Rwork wiron in wirewavn in 4 nanels are oulled so tioht that wireway Repair 2288i 6-20-79 covers cannot be reinstalled. Pieces of wood used in wireways as braces. 4-17-80 R. Narcavage M-127 Check valve 1"-CBC-CK edges have forced together & surround ing 2287 6-21-79 paint is chipping away. N/A 8-27-79 T. Estes J-218 Instrument tubing to OP1-1h22B. OPT-1h2hA. OP1-1h2hB has beer Use As: 2288 6-21-79 anmnced by riling or vnia fit-up scribe mark. Is 10-12-79 E. Urbanawiz mue nn B -2M out of calhadon nemh mMne tomue R work 2289 6-21-79 tests made durine 4-30-78 thru 2-20-79 indeteminate. 1-9-80 F. Mahala de-12-WJ2-J-2 & J-3, spools, thermocupl?s welded to line w/o 2290 6-22-79 QCIR W-1.00B being issued,also 2 were welried to code data PH. Rework 7-23-79 D. Kimbro
,/s l 7220 FOS G 3. 1 - 3
t
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LOG OF NONCONFORMANCE REPORTS T i b .no, cr umor $ Midland 07220
,o. no. ,,o,e 145 2 3 4 8 3 y nac wo. oarc noncouronuance orscairr on i neuanas o i s,o. oc^l,5,",c," c a.oseo .,
1-GCB-33-M-610-5, temp. lugs to FW 39 welded one -day before issue-2385 7-27-79 ance of the QCIR W-1.00B, no IR on pipe joint. Rework 12-29_80 L. Harrison I)we_. M-619 sh. 18. Block welding done on FW#36. Weld passes not Use As Ir . 2386 7-27-79 nnmnlatnd nh numramntin11v bnfore other nasses were made. -N/A-. 3-6-80 F. Mahala Plin Snool 2ECC-1-S602--l-1' not cleaned in accordance with the Use 2387 7-27-79 npoc. reonirements of M-lh2. As Is 8-7-79 L. Brown Dwg. M-619 sn. 9. Velder not_analified to weld sockolet on 6" HBC 2388 7-27-79 line. Rework C-211. Integrity of erout repair in secondary shield wall is in- Use As 2189 7-27-79 antaminnto . El ev. 610' + "C" Is 1-11-80 S. Kirker !. M-180. OF-7 @. Veld RepEir done on strainer after AI sign-off on Doc 9340 7-30-79 N-2 fom thereby voiding N-2 form in QVD package. Rework 9-12-79 R. MacGlashan F-10-206. h60 v. Motor Control Centers in storage. No power 9741 7 70 74 cning tn thn hnntnrn. Rework 11-26-79 L. Brown G-27 Socket welds not in accordance with ASME or QC procedures' Rework 23 2 7-3l-79 ~ e. ia
- . .an a.
~n C-304. Web of embedded steel is cut completely through. Requires 2393 7-31-79 _ major repair & project eng. direction. Rework 2-5-80 E. Dutton Spec C-231. Blockwall has 52 hours lapsed since placement with- EM 3 ~' Le 2394 7-31-79 Use I "*d[uyu3 out moist curing within a area of the blockwall.
E-750 Sh. 1. Drop-in anchor was installed too close to an as is fffb CYfb 2395 7-31-79 STD *
- abandoned hole which was not repaired prior to loading the anchor. Renair C-46. SS Fuel transfer tube & accessories, no documentation poc 2396 8-1-79 received with MRR-10229. Rework 9-29-80 R. MacGlashan M-14. Steam driven Aux. Feedwater Pump; a large quantity of 2397 8-1-79 metal ships in the equalizer pipe. Rework E-11. Battery charger, 2D27, has had a hole burned in the top i,
2398 8-2-79 front of the cabinet. Repair 11-30-79 George Young 7 h- nnnarta nn hn = n M 7D 2n da nat Use As
- 2399 8-1-79 conform to details in E-42. Is 1-h-80 J. Miller E-26 cable #1A0271B had no tape or can on the end & the end of 2400 8-1-79 the cable was Iving in a pool of water. Rework 1-24-80 C. Spinks
, A-14. Grout placed at blockwalls failed to meet minimum 2401 8-2-79 compressive strength requirements. 8{A8 2-14-80 S. Gelnett M-168AC. 48" purge isolation valve receivedon AEO-10082 is partia1 1 2402 8-2-79 rusted on exterior of valve body & vietaulic gasket surface. Iework 11-28-79 E. Urbanawiz C-205. A channni hnn hoon interrnnted hv tun hninq hoine drillna Use As 2403 8-3-79 through it for a hanger. Is 2-26-80 E. Dutton
- f. D l U V ma re .c o. ->
t
LOG OF NONCONFORMANCE REPORTS , e osectnau,, Midland ,
, 07220 4, ,,,c, Shg unc no. oave noncouronmanc'e oesenieveon i ne== =xs o[seo . c^ fo',",C o " ctoseo av Spec. C-305. Nine Ilitti Drop-in Anchors failed the tension test. lework 2461 8-21-79 yse As 13 12-11-80 D. Preslar E - 7AC . Misc. Replacement Parts; several discrepancies found fn Doc.
2462 8-21-79 documentation. G-321-D incomplete from supplier, no Shop Insp. sign.Rewort 8-27-79 B. Mac Glashan , M-618 Sh. 1. FW #42 on 30" Check valve (418-019) S/N 3N668 during R i 2463 8-22-79 liquid penetration exam a linear indication found in heat affected ;:one . 10-11-79 E. Urbanawiz E-42. Seismic conduit supports installation made with length of use 2464 8-22-79 welds and spacing between weld segments exceeding maximum tolerance 3 AS Is 11-15-79 R. Amos E-650 Sh. 1. Spec, C-305 specifles minimum embedment for Illiti 2465 8-22-79 Drop-in anchors: installation exceeds this minimum. "" I 11-14-80 D. Preslar 2466 8-22-79 Dwn. E-617 Sh. 2. Welding procedure stated on draw. E-42 Sh. 339a ' is inconsistent with spec. requirements of G-27. y* Is38 10-19-79 D. Hallenbeck C-226. Beam welded across the flange, this continuoue weld was i 2467 8-22-79 nround out by field leaving a 1/8" gouge in 4 locations across fland'.E" 9-17-80 4 N.Plante M-123B. TRC Solenoid valve received with documentation dicrepancies doc. I 2468 8-23-79 to P.O. number on tags. G-321-D incorrect, valve tag numbers Rework 12-13-79 M. Moore J-256AC. Solenoid valves. document catenory numbers 22.0, 25.0 & Doc 2469 8-23-79 17.5 are nonconforming in page count number. 12-20-79 M. Moore Rework E-655. Two stud anchors for a type 1A conduit support have Use As 2470 8-23-79 embedment length exceeding minimum required by Spec. C-305. Is 9-24-79 J. Miller n K-J IO-0040/41. External contamination of tubing, at several Use As 2471 8-23-79 points, tubing is coated with rinc paint. Is 9-20-79 L. Brown F-31591. Jack screws received are defective. Threads of lack ' 2472 8-24-79 screws are slivered and pitted. Repct 1-10-80 J. hamer F-3151. Pipe fittings received on .AEO-.10213. supplier submitted Doc 2473 8-24-79 Rework 10-5-79 R.A. Montreuil G-321-D forms from Rev. 3 of M-305. F-37108. Forged fittings received on AEO-10428, discrepancies with manganese content; tinsile strength is less than minimum. N/A 3-24-80 D. Delaney E-616 Sh. 2. 2 type 14 conduit supports ins'talled with leg Use As 2475 8-24-79 lengths of stitch welds exceedinn the k" maximum. 2-21-80 E. Mann In FSK-DVI-M-604-5. SW #52 was welded completely prior to attachment
- -' of copy #4 of the OCIR W-1.00B or fit-up acceptance by the F.W.E. Rework 5-6-80 F. Mahala M 2 P N RF m nne has in& ntations running across 2477 8-27-79 Nc3eN the rnined face.
- 8-12-80 C. Fugate F-35137. Flanges have dents or gouges on the tongue & butt weld 2478 8-27-78 preparation areas of the flanges. Rework 1-8-80 E. Urbanawiz 2479 8-27-79 SK-JB1-0025. Expansion anchor for instrtment support IFT-1002A Rework 2-26-81 R. Kramer installed too close to abandoned anchor hole. Repair nsavon a-n.e.s
____.__..I
LOG OF NONCONFORMANCE REPORTS enosect naue , Midland 07220 , 150 m s a
- nac no. oave noncouronmance ossenserion i neuanns s
oisco. "^ g" c, , ca.osso av - E-750 Sh. 1 No approval for non-0 tray support welded to 6" 2480 8-27-79 Rework 2-6-81 J.W. Miller tube steel. No inspection criteria. 8-27-79 FSK-T10-OO40. FSK .TC2-OOO6. FSK .1C7-ooh .hil t i drnn-in anchnra Rework 2-4-81
- 24 C* W. Creel failed testing criteria required by C-305. (tens' ion testing) stud s w ane rach e documentatie was received. Doc.
2482 8-27-79 M[1. 11-8-79 R. Valentine Rework E-60. Cables pulled for five schemes were overtensioned when 2483 8-28-74' pulled into conduit 2BGB016; their quality is indeterminate. Rework 1-23-80 R* Gibb0"8 E-643 Sh. 2. Wireway supports, type ~6, were not installed 2484 8-28-79 as per E-39 requirements. Rework 1-22-80 11. Tuttle , M-1.4. CRDM subassembly, several received on this P.O. with n Doc < 2485 8-28-79 documentation. Rework 8-4-80 D. Delaney M-633 Sh. 3. Pipe spool ollBC-47-S633-3-6 has two are strikes. qtd
- 2486 8-29-79 Repair 10-1-79 E. Urbanawiz FSK-JC2-0006. FW 5, 6, 22, 23 on three tubing lines have been 2487 8-29-79 installed & welded without visual verification & documentation. Rcwotk 11-29-79 L. Brown F-3154. various unistrut spring-nuts & clamps were received 2488 8-29-79 with no certificate of compliance. Doc.
Rewor k 9-18-79 T. Estes F-35442. 1000 Ln. Ft. Belden cable #8761 for fault sensor re- Doc.' 2489 8-30-79 9-4-79 T. Estes ceived with no statement of conformance. Rework E-651. Type 14 conduit support for 2AG066 and 2AG071 has no U" 2490 8-30-79 welder's stamp, support welds exceed minimum skip btw. welds. As Is 11-8-79 R. Amos E-37. Cable packet B-1161 (cable 2BA0601D) was pulled without noc. 2491 8-30-79 1-3-80 N. Ainsworth QC verification and documentation. Rework C-lA. A hand hold compactor was used to g-30-79 note mined. A ' ground pounder' was used compact an area that was Use LOdl-if9 C. Ppvledes 2h92 that is not on TWX 5283. ' ' " " ' ' ^ As Is 2 E-710. Cable tray supports, plate between channel & embed, Use As 2493 8-31-79 plates are installed with less than h;" fillet veld. Is 3-24-80 C. A. Cameron Scheme 2BD2001, cable pulled for scheme is installed causing 2494 8-31-79 minimum bend radius exceedina reonirements. Rework 10-9-80 J. Lange E-715. Seismic cable trav sunnort. all 12 detail A connections 2495 8-31-79 have been installed without end return welds. Pew rk W -80 J.C. E n
- ~ ^ "* " * " " ' "" """
2496 8-30-79 nur recniting in n denronninn_ Repair 10-3-79 E. Ur.banawiz 2ilBC-304-S619-8-1. Arc strike on pipe spool which has been Rround Std. 2497 8-30-79 out resultinn in a depression. Repair 10-3-79 E. Urbanawiz Snec_ C-106. Cut rehnr in han ovconde minimum Ng 2498 8-31-79 requirements of radial distanc$or 611-6 17in cutting rebar. 1-11-80 S. Kirker na( a cc a a. i->
LOG OF NONCONFORMANCE REPORTS
"" 07220 153 enos cr uaur' ,o. n o. , ." 4
> a =
s , use no. oave noncouronwance ossen.,1.on i neu nx. o.. o. o c,
^ ',=,",c a coo.co .y
* - """" " "" *" "Y *" " * " "" " " " ' "
2537 9-13-79 due to inability of setting tool as required. liework Dug. M t ra nc Vnlun Pita _ Vniven have glass broken on stem ~ 751R 9-13-79 nnettinn din 1. lonkine oil from motor operator, heavy rust. Rework t-20. No G-321-D received with shipment; container of Dow Doc Rewcrk Cornine crease has been damaged. / Reject 12-3-79 R. Valentine - 2540 9-13-79 3/8.. stud anchors are unaccessable for torque check. Rework 12-4-79 S. Marietti E-656. 3 type 14 conduit supports have 5/16" fillet welds; spaces 2541 9-13-79 between skip welds greater than maximum, syg As 2-27-80 J. Miller M-75. Service Water Pump Motor. OP-750. oil leakinn from thermo-2542 9-14-79 coup 7,, Repair 2-18-81 R. Kramer. nuo. r 6s6- unidine atacrennncien in Tyne 14 conduit suonorts. U e As 2543 9-15-79 rnnt #1 Pnlumn 5 tn Cninmn 6_ F1_ 635s s 5-2-80 J. W. Miller Dwn. E-532. Cracks in the type L-2 switches. 4160 V switchgear Use u ir m a %_ 2544 9-15-79 1A05. 1A06. 2A05. 2A06. As Is ** - * ^ "o Snee. C-211. Incorrect compaction equipment used in Tank Farm Use As 4-15-80 2545 9-15-79 area and SW corner of the Diesel Cenerator Bldg. Is C. Pavledes E-ZZ. Cable pull for scheme IBB5613A indeterminate due to nrotru- Non-2546 9-15-79 9-28-79 J. Henderson sion of one of the conductors into outer jacket of Conductor #6 cabi eUonconi orming F-3107. Supplier performed weldina on misc. fab. metals with weld 2547 9-15-79 procedures not prequalified to requirements of Bcchtel's dwg.'s & specs. Is Use A" 10-30-79 R. Montreuil M-106AC. 2 hancers received on Bechtel " dummy packinn list" makinz Doc. 10-2h-79 R. Montreuil 2548 9-15-79 no traceability. Rowork
- 883. ASME Sec. m bolting material sup Mer nocured material Reject 2549 9-15-79 by REC from foreign sources not qualified to ASME Sec. III. UseAsIs J-255. Nuclear Ser. Control Valves, marked incorrectiv for tan.
2550 9-15-7 tan not marked with complete spec. reauirements, goc.k ew r 12-14-79 R. MacGlashan Cylinders on 9-6-79 & 9-7-79 curing tank #3 had a temp. of 69". Use As 2551 9-15-79 Is 1-11-80 S. Kirker excendine minimum tempernturn required hv sepc_ c-208. Sk. 0-618-1-20. Tube steel for 30"-011BC-20-1121. han heat number 2552 9-15-79 Rework IM-M L Brown that is not traceable to a certificate of como11ance. E-651. A tvne 14 conduit nunnorr for 2DG019 han unidn excendin" Us As 2553 9-17-79 the 34" maximum. s 3-6-80 R. Amos M-1.30. Fuel Transfer System, no paint certification available Doc p 2554 9-17-79 for this unit. Rework 1-22-80 D. Delaney
"* " "" '" " " ~ ""
2555 9-17-79 F 0ma$n nan e re ir e ts Rework 4-18-80 F. Mahala N
/ -
\
neer @ co-a. >
i i LOG OF NONCONFORMANCE REPORTS i
.noseerm.=e' Midland ,,,... 07220 ,,,,. 155 une no. oave noncon,onmance oescnienon i neuanas ois,o. oc^[,E,ga ci_o.co av 2575 Item f4 for hanner #6"-2DBC-2-H2. material for component supports 9-27-79 do not have any identification marks for traceability. 10-11-79 E. Urbanawiz !
-2576 9-27-79 Item #2.for hanner #30"-oftBC-16-H18. material for component ~
1 support do not have any identification marks for traceability. N/A 10-4-79 L. Brown Welds on nice whio restraints made with no. prior ultrasonic jl 2577 9-27-79 examinations. Use as 6-81 E. Dutton f a 4. nuo F-655 ch. 1. Trny nectionn IALC16 and 17 welded to trav ' Us As FM-M { 997R Q ?Q 7Q @ umentoA me nnnennfnrmino nn NCR 2434. s J. W. MHer 3ghorge4" C- 5. and 3/8" anchors installed and cut off at the concrete 7579 9-79 79 anrrnco and ornuted over. Aux. b1de. El 685' Kc/5.3-5.9 Rework 12-17-79 S. Marietti i e E-7AC. Mnoneric startor T T_E_ Cnuld- noi2nre nr hiridino nr l 2580 10-1-79 carrier assembly w/in support plate could cause failure 6f operatio nRework 1-30-80 E. Badmagharian Tubine at several ooints on Dwn. FSK-JB2-0031 are coated with i 2581 10-1-79 2-18-81 R. Kramer i white omint. Re3ect l' t Tendon arease bulk tank temoerature. several tendonn were filled UsgAs while tank temperature was in the 220 F-730 F ranoe_ 11-20-79 K. Gunser I l 2583 10-2-79 Pont-Tenhinn vont tubine? tendon D170-7 durino nreannre orannine U e As was not provided with a vent for release of trapped air." " s 6-6-80 P. Vanderveer f F-35198. Amn Cir. Breaker & Renet Button Anny.. no documentation Doc. 2584 10-2-79 received. Rework 11-26-79 R. Mac Glashan-C-305. Inverter Panel 2Y10. south front anchor nut not fully engaged contrary to spec. requirements, Use As J e 1-2h-80 C. Spinks f' A ? _ Ovn nneksen nnt roepived Fnr unent fnp1 atnrnoe rnck-2586 10-3-79 ' i- - Doc
- p ,rk 10-10-79 T. Estes _
l E-7AC. Two of three nieces of P.O. item #806. 460 Volt motor R. Mac Glashan 2587 10-3-79 "" 11-12-79 l Control Centers were found physically damaged upon inspection.
. Su o ier ner rmed we dina n mis . fab. metals with weld Use 2588 10-3-79 procedures no precualified to Bechtel's dwas. & specs. 10-30-79 M. Moore As Is Pipe Spool 1HCB-14-S612-6-1 damaged during installation. Damane 2589 10-3-79 to snool on innide and outside.
4-16-80 J. Cruis i - j 1 M-1.7. Two outer maskets upon inspection vere found to be j 2590 10 3-79 damaged. Rej ect 3-4-80. D. Delaney j ! PO F-3154. Certificate of Conformance not received for AEOs Doc. I i 2591 10-3-79 10767. 10758. Rework' 11-16-79 R. Montreuil I Dwg. FSK-JBI-0024. 3/8" SS Tubing damaged due to lack of protection . N 2592 10-3-79 Aux. Bldg. El. 599' 6.6 S of G Rework 12-10-79 E. Urbanawiz \ ' l PO F-31910. Durine receivina. beam A-224-1 was i=aroneriv handlad Std. 2593 10-5-79 and damaged.
~
Repair 10-17-79 E. Dutton i i ~ } [T y
, .. rvoc o. ..,
/
LOG OF NONCONFORMANCE REPORTS P=oJE CT N AME ' JoS No.I PAGE I 2 3 e s
- 7
== c no. oara '
^'
noncouronmance oesca,enon i neuanns o sco. c t,",",c " ctoseoBy E-632. Stiffener plates: several discrepancies exist on welded Jse As I s 2-10-81 D. Preslar 2613 10-11-79 beam attachemnts. E-532. Internal Control Wires.on Load Center 2B17 damaged: insula- . 2614 10-11-79 tion chewed off by rodents. Rework 10-18-79 G. Young F-1R446. Ifonvy Her nutn_ rnrtifiente nf enmnlinnce dnen nnt aneci f s 2615 10-11-79 material desic'ation. n nuts have no material i'dentification markina. Reject 11-13-79 R. Montreuil Vertical tendons V-39-2 & V-40-2 were filled while the tank temper- Use 2616 10-11-79 ature was 223 F. Outlet sad of tendon did not exceed maximum per C-2.As Is 12-3-79 K. Gunser F-616 Sh_ 7. Tun 5/8" nnchorn broken off at concrete surface be- Rework 2617 10-12-79 tween trav support IBKB02 & conduit support IBKB008,9 contrary to C- 305. 2-6-80 E. Mann E-51BC. Intrument AC Power & Regulating transformers. Q-material 2618 10-15-79 status indeterminate until completion & approval of Class IE qualifi cation tests. 2619 10-15-79 mssu ze ance never met. av nm a ns. 90 day mouimments for mainten- $ 12-7-79 L. Brown
~
^ "" "" #" "" " "" " "" "~ "
- 2620 10-15-79 5-13-80 F. Mahala only contrary to drawing. Ise As I:
2621 FSK-JBI-0030. Tubine 1FT-1647-1 is bent. damaged from point 10-15-79 A11/B11 to A9/B9. Reject 2-18-81 R. Kramer Dino ennni 1HCB-54-S614-10-1. internals of soool has a coatine of 2622 10-15-79 red dye. Rework 5-8-80 E. Urbanawiz r_11n7- sunntior norrnrmod unidine nn mine. fnh. mornin v/wnld 10-30-79 R. Montreuil 2623 10-15-79 nrocedures not preoualified to total requirements of Bectel's specs & dwgs. c_74Ac. Valve Stem Covers no G-321-D nr shon' innnectinn raionno Doc 2624 10-16-79 received for AE0-10997. Rework leject E-655 Sh. 1. Tvne 14 condnft nunnnre una velod with 5 /16" and Use As 2625 10-16-79 larner fillet welds contrary to E-42J ' In
~
F-3107. No documentation received for column (1-8A, 1-9A2) Reject 2626 10-17-79 AEO-10658. 11-27-79 R. Montreuil Dwes. C-402. C-434. Spec. C-233. Welding done on pipe restraints 2627 10-17-79 w/n knine nT tonted_ sketchs 639-13-8 & 25 and 632-1-3 & 23 fest& se As Is F 15. F-10-1R5_ Pnnnin 1Y11 dirty. 2Y13 has construction mat'l Rework 2628 10-17-79 incido nnnot_ 1Y11 and lY14 locked so no inspection could be made. 2-18-80 F. Mahala F-10-134. DC Distribution Centers shows damaged circuit breakers. Rework 6-13-80 C. Stevens F-10-127. Battery Chargers do not have ventilation coverings rk 5-12-80 F. Mahala 7610 10-17-79 allowine dirt and dust inside. v in isn_ i?s unit nc vueihlo Ruitchoe, Paneln hgye_ dirt and dnnt Rework 2-27-80 2631 10-17-79 on the interior. E. Urbanawiz m
..A 7220 For, -1. 1-3
[ LOG OF NONCONFO EJ PORTS l enoscer name ' Midland , , , , , 07220 , , 160 2 3 4 8 i anc no. onre s y woncouronmance oescnierson i neuanus o sco, ca ,'",g" ct.osco .y 1
~ ~
nn ec in in e na e e 1 e ea d 10-26-79 deen cittine.
^
2670 Repair
~' "*"" "" " ""P"""#""" """ "*
S 2671 10-29-79 *found unit #0VM-94B with"""#"" a damaged nasket. Rework
~
2672 9/R" Hilti Kvik Rn1tn remnved nrinr to DC noti fication & without 10-29-79 oroner orenaration of abandone'd holes ner Spec. C-305.
- kew rk 11-5-79 K. Gunser.
2673 10-29-79 Spec. C-305. Electrieni hanners arouted without OC witness. Rework 2-28-80 G. Yeisley 2674 10-29-79 Socc_ C-105.
- Two electrical #6 rebar. cut leavine less of a radial Use As l
4 gintanc, than renntrea_ Is 2-14-80 S. Gelnett FSK-M-2H'Ji'-204-1.* Crind marks on base metal of 1" pipe is less Std i 2675 10-30-79 than specified for nominal wall thickness. 11-28-79 E. Urbanawiz Renair C-114_ Liner ninto han an indientinn thrnnph the thicknenn _ found Std. j_ 2676 10-30-79 durina nrennure testine of the leak chase system. Repair 12-20-79 A. Lamach i Rnnc_ M-704_ Fionro 711. #1 & #7 nway struts have undersize welds. l 2677 10-30-79 Rework ! f Cracks found in the wire of tendon 1132-251 durina inspection per 2678 10-30-79 Field Installation Manual C2-146.
. Rej ect 11-8-79 P. Vanderveer 267.9 S
10-31-79 ,everal discrenancien found durine restockine 1" olun valve: serial .e rk l ,,,s ID missing, "N" tag missing, valve openings are open & dirty. m 4-1-80 R. MacGlashan 2680 11-1-79 7HCR-7-611-7-6. Pine annot dammeed hv drill bit. G. R.Jugate Repair h m_ in,.nn,,- 1- m. -mm a
""^ ~ ~ ~ ^ " # "* * "#* "" *#**
2681 11-1-79 i!$ah
^
2-11-81' R. Dewitt j Weld numbers and welder ID numbers are missinE. - Inp An Tu Snec. C-211. Small rock and air pockets in concrete of Aux. B1de. j 2682 11-2-79 Rework 1-30-80 J. Musser basemat. found while drilline for the installation of dowels. v- " n a 2683 11-1-79 r gs 11_7_79 R. MacGlashan l FSK-DVI-M-634-4. while cuttine out SW #18. damane t~o valve S/N 3882 Rework j cannino indentatinna vin 1ntino, minimum um11 thicknenn ner M-204. 2-11 F. Mahala : i Pine noon 1 OHRC-15-S619-4-1 & 4. lHRC-104-619-R-1_ 1HRC-107-S619-9-1
' 2685 11-1-79 were hydrostatic tested without oroner ventine oer M-204. . Rework FRK-M-OHRC-15-1_ Rncket velda nn nine are undernized. Rework 12-20-79 C. Fugate
! FSK-M-OHRC-16-1. Socket velds on nine are undersized.- Rework 2687 11-3-79 6-10-80 L. Ilarrison ! 2688 11-5-79 Post tendonino_ tendonn H32-210. H1-2 U. H11-719 n11 hmum marka Use-As which is con _trary to Soec. C-2. Is 11-7-79 R. MacGlashan ! i 4 7 A ^ 722o Fon G-3. :-s I i _ _
~
4 LOG OF NONCONFORMANCE REPORTS enoJacTN%Me' JoS No.I p Ge 3 . = anc no. onve s , nonconronmance oescnierion i neuanns ois,o. oc,
^ ',5,",c " ctosco By 1
Concrete cylinder tests. curing temperature exceeding minimum Use As 2727 11-20-79 temperature allowed. '~ Is 1-11-80 S. Kirker 2728 11-20-79 4 reference wrone revision to M-305. hoc *ework 12-6-79 R. Valentine ' M-18AC. Emercency Diesel Generator: no documentation but G-321-D 2729 11-20-79 Doc. , received. - Rework cable pulled f r scheme #1BB5643A. exceeds minimum bend 2730 11-20-79 gt 3-5-80 H. Waatti t radius. 1 F-38446. Heavy Hex Head Nuts, received without zine chromate 2731 11-21-79 Reject 3-3-80 F. Kanchwala niatine. i
- ^ * ' " " " * #""8 I"*#8 *** " *" i" " ' "*
2732 11-21-79 Rework 3-4-60 E. Badmagharian F-38184. i Lone lead bolts & hex head bolts, not marked with 2733 11-23-79 Reject 2-25-80 l manufacturer's identification. R. MacGlashan Service W ter Pumps. OP-75A&B. discharge flanRes heavily rusted ! 2734 11-23-79 and insuf ficient1v sealed as per Spec. M-342. Rework 12-3-79 C. Fugate , 2735 11-23-79 Snec. C-2.
' A mechanical defect in wire of tendon H21-205. Use As r, 2-7-80 P. Vanderveer i
i 2736 11-23-79
'C' nnn6 .tc7_nn16. scribe marks made hv vibro-etch tool on tubine j contrary to Spec. J-218. 2- 81 W. CM Due_ c-1009_ snec_ c-304. Structural weldine. welds exceeds '
2737 11-26-79 Repair 3-5-80 E. Dutton maximum allowed.
^ - ^"# " * * " "
2738 11-27-79 *
*is 12-2}-79 T. Provencher
- F-17761. Her head bolts received on AEO-11108 have no symbol /
- 2739 11-27-79 identifying the manufacturer. Rej ect 2-7-80 D. Delaney F-19611_ Uhite wire unrkern_ no certificate of conformancet markers received nre urnne dimenninnn_ ewo'rk 2-13-80 F. Kanchwala F 1Q776_ her Iond hnita T nuts received with no nymbol 2741 11-27-79 -
Reject R. Mac Glashan i a.n e i r i q -.. r w e..ro.- 1 - 215- 8 0 F-1R1nR. Nncipar fittinen roepived with nn documentation. STD lic Rework 2742 11-27-79 eject R. MacGlashan senmienn hurt veld reducine tee rec'd instead of straieht tee. 2-8-80 , Sketch 0-618-1-38. Hanner OHBC-16-H20. Fillet welds are Std 2743 11-29-79 undernized. ~ Repair 1-15-80 E. Urbanawiz
^ " " " A8 2744 11-29-79 E4 s 2-29-80 R. Amos
- 42. Qpe 14 conduit nunnnrt with cronnflance welds. which are
- 2745 11-29-79 Use As 2-29-80 R. Amos oversized. Is 4 .
s 7220 ron o-3. :-3
-, - . . ,. - _ - - _ =_. _ - - _ _
LOG OF NONCONFORMANCE REPORTS
,no,.cvnawa' Midland ,, , ,, y 07220 , , , , 173 e i . , e ,
uncno oarc noncouronuance ogscnic.r on i neuanns oisco. o c^ ,7 ,, E ",c,a c tosc o .y
~ ~
F-44393. Tube steel. 2 heat numbers on one piece of steel: no heat numbers on 5 other pieces. 1 pieca has nontraceable heat no. Reject 3-18-80 J. Kramer 2918 2-28-80 Cable 1AB2331D at trav 1 A_ID04. Cable insulation develoned . Rej ec t 4-2-80. C. Urbany excessive wrinkles durine removal from conduit 1AD001.
"- ~ ^ ^^ - una nat natified Priar ta vald na 2919
~
2-28-80 UsisAs 6-3-80 F. Mahala therefore. the A.I. could not make the necessary inspections. All 2" and under socket welds. welded prior to 12-5-79. fillet 2920 3-3-80 size is indeterminate: Spec. G-27.
- g. -
. c. - 04 Seismic trav sunoorts not installed Us 2921 3-3-80 per drnvinent cross finnge welding wim ont orlor nroi. ene. anorova l. p2sAs 4-9-80 J. W. Miller 2922 sHnnger 12" 7if CR-5-II3_ Sk. 2-613-4-21. Shon welds #3'& 4 nre 3-3-80 undersized. Rework 5-21-80 E. Urbanawiz Snec_ c-711. Durine concrete enrine nurfnce temnerature in hav 3 U e As 2923 3-3-80 5-8-80 d'rnpped holnv the rennirna mntntnining temperature rnr il honria _ s T. Celnett nue_ 177. 24" 1HCB1 & 2. has a wall thickness less than required Us As n-10-80 2924 3-5-80 by" Spec. M-481. s t Fugate 2925 3-5-80 _2 candnetnr tnne between #10outercnhle nn reel jacket #1265 does
& insulation as not have polyester reouired binder-.Re3ect by Dwn. E-26-8-3 5-5-80 R. MacGlashan 2926 3-5-80 _Tubine for inatruments 2FT-0440C&D are clamped tocether at points _ ,N/A 2-27-81 R. Kramer shown on FSK-JB2-0041 contrary to Spec J-218 nug_ c-70sn_ A hnna honm una cut into while core drilline contrarvuse as 1 3 9-18-80 P. Vanderveer to drawine detail 1. note 1.
_Dwe._E-36 calls Fnr ennduit 1AHO17 rn hn 2" GRS. contrary to this 2928 3-11-80 As 5-9-80 D. Squires 2" Sealtite has been installed. s Sync _ C-210. Concrete repair Y(634.5)DD: concrete placed at Use As 2929 3-11-80 62* & 64*, spec. requires temperature between 40* & 60*. Is 5-13-80 T. Celnett E-510. Conduit 2BA074. obst ruction approx. 90' back from point 2930 3-12-80 where conduit enters Service Water Bldg. Rej ect 6-23-80 D. Hollenbeck F-44824. Six circott breakers are 250VAC-250 AMP; P.O. requires 2931 .3--13-80 7snvAc 17sanp_7_ okeenork 3-21-80 F. Kanchwala Socc. C-231. Concrete curine. surface temperature was 33* which Use As 2932 3-13-80 Is 4-24-80 C. Pavaledes is contrary to spec. 50* is required with an cecasional drop.
- nuring innen on of mtical tendon V39-1 one bent wire 2933 3-13-80 unn found vith unacceptable bend radius per Post-ten. manual. UsksIs 5-29-80 P. Vanderveer 2934 3-14-80 C-24. Sluice nate stem guide. OM-96A, crack in the lower ntnm entan nunnnre. Rework
^ "" - ^ " " " ^ " " " ' "
' " " """ " N "
2935 3-17-80 from the end of cable. RhNlr P 4-16-80 C. Urbany e m i % 7220 Pon ,GL I-3
LOG OF NONCONFORMANCE REPORTS { ,,,,,c,,,,. Midland ,,,,,,07220 ,,,,. 176 a . s . , ! une no. oave noncouronmance oesenierion i neuanas ois,o. oct a ',E,",c," ctosco ., 2974 4-10-80 C-2. Tendon #V72-1. has indentations alone its lennth and wire Rej ect i diameter varies beyond acceptable range. !Ise As I s 5-6-80 P. Vanderveer Sk- ? 611-7 A- . 7-611-1 75- en11a for 1/4" fillet welds joining the Rework 2975 4-11-80 9-19-80 E. Urbanawiz' nerncturni tubino to wide flance: flare bevel croove welds are used . M-1R0_ Sorvico Lfator Rolf-clonnino atrainorn_ nunifftentinn tout 2976 4-14-80 status report bein u e-teviewed. leavine status'of material indeterminate. ' Solnmic trav nunn inntalled c ntrary t FCN-E-845: Dwn. E-756 Repair 2977 4-17-80 Sh_ 1. 5-30-80 J. W. Miller spec. M-204. Ploe spool IDBC-633-6-9 has been around, violates 2978 4-18-80 minimum wall thickness requirements. Repair 2-19-81 P. Guiette
- 4 , Tendons V19-1, v23-1 & V61-1 were cut off prior to the Jse As I i 8-7-80 2979 4-18-80 completion of buttonheading on these tendons.
S. Gelnett E-708, 709. Welds of support steel for tray supports are not avail - 2980 4-18-80 6-26-80 able for visual inspection,sbeams installed & concrete walls poured Repair J. Miller 2981 4-22-80 C-2146. One section of a wire on tendon V97-1 identified durin2 }ejeEsI t buttonhead inspections as being cracked. se a 5-6-80 P. Vanderveer ASTM C-618-72. Results of user's test #88 for chemical & physical Use As 2982 4-24-80 analysis of flyash shows minimum requirement is not met. 6-26-80 B. DeArmond Is 2983 4-24-80 Soec. C-208. Cylinders during concrete curine. temperature exceeded minimum required contrary to ASTM C-31-69. UgeAs s 6-12-80 S. Kirker 2984 4-24-80 C-2. oost tensionine. 13 wires on tendon V-22-1 exceed the nominal diameter specified for tendons. fest&se As Is 6-24-80 P. Vanderveer nurino renull nf schomo enble #1AB5537D a cut in the outer 2985 4-24-80 jacket was found. Repair 5-16-80 C. Urbany Scheme enbles IRB2420A.~ 1BA0610C were nulled nrior to issuance of 5-14-80 C. Urbany 2986 4-29-80 work request directinn repull, nd QC witness or in-process insoectio n .*" #
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~ ^
" '" " " " "h"#97 "" "h "" ""# """"- - - "" 8-8-80 F. Kanchwala 2987 4-29-80 results were below Interni expansion minimum. Reject 2988 5-1-80 Spec. C-304. AISC Section 6.2. bolt material ntncoa in n cnithrntir.n anvico en inaicato toncinn, nevern1 fnited
- hone tonte.
2989 5-1-80 wn. E-540. Snec. J-201. Contml paneln. mM e.ld enhlon nro bein - Use as 9-15-80 J. Cioe run along with power or control cable w' ich is contrary to spec. is 2990 5-1-80 F-35375. 31095. 3R215_ 11577. 79161. 10?10_ vnrinhlo enrinou dn nnt Reject 5-22-80 J. Kramer meet tho mnwimum nnhliched unrkino vnnon nt full enmnroccinn toet E-22. Cable 2BB5634A_ when enble van cut nr 7R56 fnr terminneinn 3, gg water ran out of enhlo. M-51AC_ Cnmnnnont ennline unter hone orchnnoor_ 1F-71R_ tun nr" Std 2992 5-1-80 burns found on the bottom" side. Repair
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LOG OF NONCONFORMANCE REPORTS
.no, cr n a u e , Midland ,,,,,,, 07220 ,,,,, 183 unc no. o va noncouronman$e oesce.ierion i neuanas o'sro. c^ f," "c" o c i_o ss o .y Hanger 6" 2 EBB-13-119R #14" stroke Fig 306 Mechanical Shock sup-3108 9-8-80 .. pressor is of indeterminent integrity and possibly damaged Dwg. Sk 2-604-3-18 the south sway strut for the self-aligning .
3109 9-8-80 bushing is partially knocked out of place. Dwg. 618-1-8, 618-1-9, 618-1-10, & 618-1-12 all have sway struts 3110 9-8-80 of indeterminent integrity and possible damage M-379 C P. O. Spec. 132 Non drawings or instructions or G-321-D Doc Re-3111 9-9-80 documentation have been received. vork 2-9-81 B. MacGlanhan Spe . C-230 9 yds of concrete exceeding the allowable limits by .h" Use As 3112 9-9-80 were placed in pour #Y(628.42)8 . 1-9-81 L. May Is
" Dia. Engine bolt for Diesel Eng. 1G-11 has numerous gouges Use As 3113 9-11-80 11-25-80 C. Fugate 7g ASTM- C31-69 During curing of concrete specimens temp. exceeded Use 3114 9-11-80 required temp. As Is 12-03-80 B. DeArmond
- -A . 125 volt D.C. Relay found damaged during inspection 3115 9-10-80 sp s - - -
,-5 do not have 3116 9-11-80 Rework 1-29-81 R. Amos code data reports nor "N" stamp on code data nameplates. Spec M-204 Expandion Anchors for conduit supports are 2 3/4" center to center Rework #
3117 9-12-80 spacing when requirements are 4". Spec C-305 Spec C-230 Concrete slump, retest of working limits was found to use 3118 9_1 As Is 12-12-80 P. Vanderveer be exceeding maximum of 5". Spec M-204 Piping Drain Connection #4 as shown on FSK-DVI-M-610-3 Use As Is 3119 9-17-80 Rev 1 & FSK-M-610-3 #4 Rev 0 was not inspected for cleanliness prior to intti. 11-3-80 R. Moray Per FPG-2.100 Center to edge & center to center spacing for instal Use As 3120 9-17-80 . anchors is not within requirements (E-642 Sh. 2) Is 12-02-80t D. Presslar
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F-45750 Requires spare parts furnished per original Spec. M-125A poe 3121 9-17-80 and P.O. ; This spec leaves Doc. for spare parts Indeterminate 10-16-8C F. Kanchwala Re irk
*^" * * " "
* "* "E" ** " '1-27-81 J. Sercu 3122 9-17-80 DCN #2 of Drawing. Is C-305 Feur Horizontal Bars cut within a 4' to 2\" radius which is - Use 1-16-81 T. Gilnett 3123 9-13-80 _ contrary _to_ Spec. Re_quirements l An In Vertical Tendon F111 Lug, V28-1, Requirements not met per Gz-14b, Use As-3124 9-19-80 Q.C. could not verify waste Mat'l in grease or record temp. of grease Is- 12-11-80 P. Vanderveer Contrary to Spec C-2', V40-1, has evidence of a leak of Tendon FillerRework 3125 9-19-80 Material through seam weld on the cap's tube L2-11-80 K. Gunser
. amaRe u ng ransportadon kom wanhouse 3126 9-19-80 to Diesel Generator Building.
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, , LOG OF NONCONFORMANCE REPORTS 4 k - enosect naue' Midland . 07220 ,,,,. 184 [ , , , s > . * , a n c no. oave noncouronmance ossenereon i neuanus ossco. oc^g,",c," c a.a sc o .y E-60. reel # C-0117. excessive peeling of outer insulating jacket
- j. 3127 9-18-80 of cable Reject 2-18-81 M.F. Slocumb ,
j See C-231 Use As . 3128 9-22-80 minimum 10;recuried. 2 Rebar cut within a radial distance less than the Is on m a . - 431B. on FSK-M-2HCC-47-1. ins talled withet 12-12-80 C. Fugate t i 3129 9-22-80 Rework nameplate: has no serial number. l 3130 9-23-80 alianing bushing. M-106. 2-6N2-30. MechaMcal Shock Sumesm has a seH aHanha ' 3131 9-23-80 bushine disengaged 3132 9-23-80 10-8 J. Kramer l n a ure c n re e see ns m . 60A 8 W were not 11-7-80 B. DeArmond 3133 9-24-80 maintained during the first 24 hr. after molding Use As It E-12 Batterv Racks 162 D01 & 1&2 D02 have rust and corrosion 3134 9-24-80 i i E-6.42 SH2 HDI Anchors instal. contrary to center to center & 3135 9-24-80 U 2-26-81 D.S. Preslar j- center to edge spacine per FPG-2.100 As s E-11 A F-51 (MCAR-1-411 Buss Bar 90 bends on a transfonner are broken l F-45841 Fine with Heat No. 06094 & HT# 05520 has numerous pits & g 3137 9-25-80 scale like condition Reject l F-47360. One 18" stainless steel pipe received on AEO-13614 was i 3138 9-26-80 found damaged Reject l Excessive tendon cut off length. H21-022 was cut 24" from end 1 3139 9-26-80 contrary to the reautred 11/8" stated in C2-146 Rev. 5B Reject 10-16-80 P. Vanderveer-j C -15 : verti al Tend n rease can-y-108-1 does not meet require- Rework 3140 9-26-80 12-09-80 M. Stark monts Der C2-146_ Filter Caps not oronerly pluened
-80 M -018. I 1/4x40" Long Foundation Anchor Bolt for Diesel Gen. Use As 11-25-80 C. Fugate
- #1c-17 has thrend damnop -
Ta Partion of Fin Rinde on Truck #18 was measured Der NRMCA checklist i & vas found excessively worn N/A 10-17-80 R. Siole C"" " " " """'" ***** 9*# " " 3143 9-29-80 s 11-4-80 J. Sercu Spec C-24 Sluice cate Stamm_ OM-91 A&R _ were bent or bowed
- N/A i 3144 9-29-80 durine cenn re n n i nn m H6T Anchor #2,3,&4 Center to center spacing do not meet . U's'e 3145 9-30-80 requirements per FPG-2.100 An In 2-26-01 D.S. Preslar i
l use ro -c 1. s-s 4
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LOG OF NONCONFORMANCE REPORTS
,RosECT NauE' Midland ,,,,o.i 07220 ,. .e 185 2 s . , e NRCNO. DATE NONCONFORM ANCE DESCRtPTPON # PEM ARMS DISPO. CLOSEDev C OS 10-2-80 Temp. Closure Plates for 4 18" spools were not Doc. on separate 3146 Rework OCIR's A r_ installation and removal 3147 10-3-80 Sampling / Fabrication of fresh concrete, contrary to ASTM C172-71, 2-6-81 B. DeArmond ~
2G min. vait between composite sampling & molding of specimens Use As Is ennerete material oroportions. the cement & the cement & Pozzolan 0 - was below re,uired amount per C-94-78a **h*I 19_i7_Rn B. DeArmond M-1 16. Durine an inspection, a leak was found in Lube 011 Cooler 3149 10-3-80 Rework for 2P-58A Embedded conduit 2AA055 was found damaged by Core Drilling in Std 3150 10-3-80 cnnt. #2 p,n,i 10-28-80 J. W. Miller
#- 2
"- "" ^ """ ***** ^ ""* " *# **
3151 10-2-80 Conformance. and is reautred per G-33 Rev. 12 10-27-80 J. Kramer Rework E-22 Contrary to lloid placed on O cables for scheme # IBD2001AD, 3152 10-2-80 Jse As I i 1-05-81 J. Lange inn 2001AC,2HD2001AA.2BD2001AC. & 2BC2001AD have been installed ____ ASME NR-4411 Sect. 3. Contrary SW#1 completed without 0. A. Record Rework 3153 10-3-80 to identify and control filler material or veld process D" "? a H "S a n RD 8 - - - 6 8@ Q-94 Q Fjs_ gage 3154 10-6-80 welds were found that were not on ISO drawing M-603 Sit 15 Rev. 7/F2 w/A " ^ " "
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"" "-'"' " 'UU"- " " " " " " " ' 'P* ^^ Drain C nnection #1 on FSK- 18e 01-30-81 R. Krae.r 3155 10-6-80 DVI-M619-18 was installed using a hal f coupling on W 11. As Is
"- " "^ -12. damaned dudne instaHation 10-7-80 3156 3157 10-8-80 ""- -
* # "" * **~ 2-6-81 J. Sercu nuired. Soil monitorinz devices not read from 8-29-80 on. Is M-118n. Valves 2XV-3966A1P & 1XV-3866B1P have corrosion. rust &
3158 10-8-80 ,7 7, Rework 11-18-80 C. Fugate F-31122. Structural backfill received on AEO-13773 was not tested U A 3159 10-8-80 hv' contractor as re,uired per SDec. C-211 12-17-8C D. Delaney 8 E-756 SH 1 & E-751 sti 2. 3/4" lliiti Drop In Anchors no installed Use As 3160 10-8-80 with edoe en edge distance as remuired by FPG-2.100 T. M- # - "'" " " " " " " # *** "'* * *" " 3161 10-8-80 installed per drawing detail 3162 10-8-80 E-650 su 1. Type 12 & 14 conduit supports & type 9E box support Reject inaratina nn mise, steel contrary to E-42 Supports on Dwg. FSK-CA-2213 were welded by Standish welders S-2, Hee As In 3163 10-9-80 S-5. &~ S-7 who are not qualified on only 3/8" plate per ASME Dwn. M-166. 4" ODBC-1 Subassembly from W 150 to 166 released from poe 3164 10-9-80 field shop without A.I. signature Rework 10 80 M. Meeks s cm ~ s
/ 722 G-3. 1 3
l 4 LOG OF NONCONFORMANCE REPORTS s
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enesect naur, Midland ,,,,,,_, 07220 ,,,,, 186 t a 3 4
- s ,
! n c no. oave noncowonuance omsenierson i neuanns ^ " oisco. c [o ,",C o" ct.osso sv i Dwa. C-45. Lift thickness of uncompacted backfill exceeded the 4" , 3165 10-9-80 requirement per Spec. C-211. Reject 10-22-80 C. Pavledes C-230 Fineness Modulus of concrete sand over successive test sample s Use 3166 10-14-80 varied more than 0.20 fonn the average. 12-03-80 B. DeArmond As Is Post-Tensioning Field Installation Manual C2-146-12, double end 3167 10-13-80 stressing, H32-030, does not meet requriements per manual
.g*orp
- 3 11-19-8) M. Stark Dwg E-644 SH 2, Conduit to Control Broads were installed with t"x 3168 10-13-80 20 machine screws not %"x20" and 6 to 8 machine screws instead of 4 Cross Flange Welding, the installation of a type 14 Conduit Support Use As 3169 10-14-80 on a W24::160 beam does not meet require, per E-42 SH 306A 11-11-80 Is 7 g
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- 3170 10-14-80 tion. Rework 10-24-80 F. Kanchwala D8re N 8 ea r an u ps, no docum s tation or Doc
, 3171 10-14-80 WX received with material 2-9-81 R. MacGlashan Reunrk C2-146. Stressing gauge #N-133 not accurate & replaced by gauge Use As , M72 10-14-80 #N-286. Last tendon not rechecked with new gauge. Is i M8?na 8 - I t n eran e ur g re a a n per 3173 10-15-80 Peabody Testing proced. Items tested are indeterminate. Rework j nug M-326, ceneric def ficency in the disengagement of the self-3174 10-15-80 aligning bushings in the end piece of sway struts & snubbers ' I Pine spool 2GCB-33-611-5-1 has 1" half coupling installed without Une As Is 3175 10-16~80 verification of cleanliness by QC at Wf 60, Spec M-204 3176' e M-18 Aux. Sub-Base. Manting brackets and anchor bolt hoies an Repair 10-16-80 not installed according to drawing i E-723 SHl. Siesmic cable tray supports were not installed or welded Use As 3177 10-20-80 according to the drawing In 2-3-811 J. Miller PCS-113. Pipe Guide Support for hangers. FSK-M-2HBC-9-1-H 's , 3-4-5-t 3178 10-22-80 i
- 8. 2Hnc-13-1-H2.2HBC-13-2-H4-5. 2H3C-355-2-H10.2HBC-497-4-H2 insuf. c L'Itea. r. 2 Re'sork
) 3179 10-22-80 Allowance of cut rebar exceeded requrlements per Spec C-306 UsgAs 12-11-80 K. Gunser
-i i 9nec C-231. Pourf Y(629]A exceeded the ma+:imum 12 hr. cure at the Use As j 3MO 10-23-80 minimum temp. of 400 Is 12-17-80 P. Vanderveer I Asm C31-69. Concrete specimens during the first 24 hr. after mold- Use As j 3181 10-23-80 0 ing r,-n_ orce,a.a rh. 80 requirements Is .2-13-81 B. DeArmond i Spec C-305. Hangers 0-618-1-12&l4 have anchor bolts installed w/o
- - 3182 10-24-80 full thread engagement & wrong washer used
- nework i Feedwater Pump. IP-05B, Arc strike on 1" vendor supplied cooling 3183 10-27-80 water piping for the pump repaired without QCIR.
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LOG OF NONCONFORMANCE REPORTS gCM enosecruaur i Midland ,o. n o. i 07220 ,a c a187 unc no. . , oave noncouronuance osscnimon i neuanas ^E oispo. cl,,g" ca.osco my an n an rs n nstal M for cente/ to ceed 3184 10-28-80 requirement per F.P.C. it.1-Re-2.100 Rev 0 nair_2&4-N/A 3185 10-28-80 E-20 Rev 6 F-462950 No certificate of conformance has been received Doc
- for purchase order' Item #1, Junction box top vanel Rework 11-11-80 J. Kramer 3186 10-29-80 Cables for scheme no. 2AA0511W, 2EQZI5A-ZAQ3928 and ZAQ393B is Rework indeterminate. the cable was not witnenned by Oc durine innen11ntingse As I s 12-31-80 J. Lange 3187 10-29-80 M-204 Installed valves 414-052 & 414-066 nre identified on due M-614-8 Rev 10?F2 as HCC-CT-L but should be HCC-GT-RL Une Am 1 s '
- 3188 10-29-80 Spec M-326 hanger 10"-1FCB-34-H1, ITT Grinnell sway strut was in-stalled with disengagement of the self-aligning bushing 1
3189 10-29-80 Spec M-214 closure point AT-W-#9 was not evaluated for Doc alignment prior to the weld Rework 3190 10-29-30 C-2 Post tensionine vents and drain for 1113-010-H13-030 & H21-028 Rework /
- were installed improperly or not innen11ed at all Use As Ts E-656 Sh 2 A type 16 conduit suonort on IDC018 cross flance stitoli Use 2-13-81 3191 10-31-80 weld w/5/16" & larger fillet welds contrary to Spec E-42 J. Miller As Is 3192 10-31-80 E-768 Cable tray supports installed to building structure beams wittiUse As cross flange welds contrary to Spec-C-304 Is 1-9-81 J. Durham 3193 10-31-80 E-728 Tube steel attachment to buildinn structural beams steel made Use As by cross-flange welds contrary to Spec-C-304 In 1-15-81 J. Durham 3194 11-03-80 F-46351 No certified material test report of charpy V-notch impact test raport _have been received Contrary to Spec-G-33 Reject 3195 11-03-80 Dwn C-ll48 Daily readinen on tanks 1T-60 & 2T-60 were not taken Jse As la on October 18 and 19 12-31-80 J. Sercu 3196 11-03-80 Haneers 1-612-5-31 & 2-611-2-4 eierc adt ve nhrinkape nf the nine caused flattening of pipe in stress of attachment welds 3197 11-5-80 F-47860 Bolt heads were received with no marks to identifv manufacturer R Jheti ]11-18-80 F. Kanchwala F-47349 Phoenix Steel Corp. is not qualified by ASME or Bechtel for NA-3700 quality program - carbon steel products are indeterminate Reject. 12-16-80, M. Slocumb 3199 11-06-80 Dwg. 1-638-14-19 No apparent QC inspection of expansion anchors or drilling of holes for anchors Embedment length was not met 3200 11-06-80 F-32165 Sketch 7-604- L 34 hny arrne hne n an1F-nitonine knil Reject
, bushing which is loose 17-nq-Rn W. Smith 3201 11-06-8C r( - was damaged dudng storage
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'* " '"*P " E E 3202 ll-07-8C of hanger 1-610-6-22 anchors rendering them indeterminate AksIs reso ron a-2. -s
-,, y
LOG OF NONCONFORMANCE REPORTS I ; I
..osecv ...' Midland ,,,,,, 07220 , 188 l -
oave noncouro.. n t = = c ~ 3. ccon c.,,,,ouf ,,,,,,, ,,,,,, oc, a vr, o c,,,,,,,, 3203 11-11-80 Contrary to Spec. A-15 four units of Nukem 1U'3 Nu-Klad F111er com-1-27 F. Kanchwala pound-Batch #810235 with older shelf date than spec. allows. Reject 3204 11-11-80 F-47869. Upon inspections of subject flanges 4 of 8 pieces were Use 2-2-81 F. Kanchwala-found to be damaged on raised face sealing surface. As Is i 3205 11-12-80 canernrv to Soec. C-231 containment 2 dome repair CC(778)c had one Use As Is 1-07-81
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recordine of acummulative time below 50*F of 16 hours. S. Celnett 3206 11-13-80 Dwe. M-657-45. Two welding irs were generated for weld 113A and is Use As I . also located in two places. Is 3207 11-13-80 F-47527. Contrary to G-33. the material test report received for Reject 12-24-80 R. MacGlashan i the clevis mat. received on AE0-13794 does not have phy; ical prop.
- 3208 11-13-80 nwg_ M-619-7 Rev. 8fF2 was completed without obtaining the necessar y Use
! AI action. As Is 3209 11-18-80 Dwe. M-603-18. Contrary to POCI W-1.00 FW 23 was completed wl.th no Use t POCI W-1.00A beine issued. As Is 3210 11-19-80 cnntrary tn Soec. C-2. durine the buttonheading process on H13-041 nne wire was sheared in half by the buttonhead machine. Reject 12-06-8C P. VanderVeer 3211 11-18-80 cnntrary to Spec. C-208. on 11-16-80 tank #8 had a temperature of 69'F exceedine the minimum temperature by 1*F. L'se As Is 1-13-81 B. DeArmond 3212 11-19-80 <nac- c-104; nwg_ c-192 shows the monorail in Sc. R was cross Use As ! flanne welded to existing W30x99 with a S/8" fillet weld. Is 1-21-R1 N. Plante j 3213 11-19-80 M-170AC & Spec. M-204. A nonne exists in one end of the valve and Std. 1-22-81 J. Kramer ! norosity is visible in the bottom of the gouges area. Repair
- 3214 11-19-80 M-349A Rev.4. 34 olece thermostat G-321-D & Spec. requirements and; I or ent. do not differentiate between OVD & eng. procedures and nunlification reports: no OVD submitted.
.3215 11-20-80 Socc. M-481 Rev.18. Two 900# weld neck R.F. flanges, sch 80 were incen11 d nn ninnt aide of tanks OVT 28Ala$d B should be sch 120. Reject I 3216 11-26-80 Dwg. 619 sh 3 Pipe spool 2HBC-102-S-619-3-4 has an are gouge Repair ; that is 3/4" x 1 7/8" x 1/4" deep (approx) , 3217 11-26-80 Dwg. M-604-9 Valve (404-2-161)S?N 10 was installed with several gou tes 2-18-81 G. Fulmer
- on the outside surface there by leaving the integrity of this indet UseAsIs 1
3218 11-26-80 PO F-45573 Contrary to Spec C-233 no G-321D has been received p . an l Both CMTRs received are illegible making the material indeterminate ,_4 3219 11-26-80 M-18-AC No certificate of compliance or CMTR were received for stud Doc 1-21-81 R. MacGlashan
& nut for Valve #77001-139 Serial No. N61848-00-0004 Rework Contrary to Spec. C-306 4 anchor bolt holes were core drilled for P. Vanderveer 4- 3220 11-26-80 Use 2-23-81 2
H. FSK-M-1CCA-42-1-H7 & one ICCA-42-1-AH6 One rebar was cut on hang er n y, FSK-M-1CCA-42-1-AH7
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j , LOG OF NONCONFORMANCE REPORTS I ..O,E Cr N A M E , Midland , , 7220 , ... 189 NRC NO. DATE NONCONFORM ANCE DESCRIPTION / REM ARMS DISPO. CLOSED BY C 05 D l 3221 11-26-80 Contrary 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 i 7, 3222 11-26-80 Contrary to ASTM C-31-69 concrete specimens cast on 11-25-80 were measured at 830 F. Use 1-30-81 B. DeArmond - As In 3223 11-26-80 No . w6na Sh R TV #41 van velded' comoletelv . orlor to the attach- N/A 2-20-81 R. Amos m ne nf enny #A nf OcTR-U-1.OO or f f t-un acceptance by the WE ' 3224 %, 12-02-80 for the _wi . nm /m ene ra i ns 0 nave no no_b appr. config, or weld of this config - No material identification thus there is no traceability to a certified material test report. M-M Serial No. 77001-2882 Numerous gouges are on the forged flangei 3225 12-3-80 shaf t for generator #2G-11 3226 F-44862 50 nuts inspected were found to have rough and uneven 12-03-80 N/A threads that would not consistent 1v match thread naune 2-3-81 M. Slocumb 3227 12-08-80 Dwe 1-612-4-6 Contrary to Spec 305 there-are two expansion anchors Use cut flush with the conrete under the lower plate . . As Is 2-26-81 E. Urbanawir M-612 sh 6 Contrary to Spec 204 a valve was installed in the Rework 3228 12-08-80 piping system without a nameplate containing a nuclear stamp symbol 3229 12-09-80 F- 8788 contrary to spec A M A m Heavy 3 . hex bolts were received with no A-325 markines & iniurious def re in eh. h.=d= nf ch. hoi e. Reject 1-21-81 M. Slocumb 3230 12-09-80 Contrary to FPU-6000 on re-calibration. volta,ge__ amperage _ monitor _BR Use 602 was found to be indicating approx. 26% lower than actual amperane As is 2-13-81 L. Harrison , 3231 12-09-80 Spec C-88 Incorrect fficer napar uma n==A en ====. ira eh. a .. . _ e p., i of fines in the return & df acharea linen~ 4 3232 12-15-80 Contrary to Spec C-306 Rev 6 4 east-west rebar were cut within a 10 ' Use 2-9-81 T. Gelnett radius on the top mat of the 674'-6" slab in the Aux Bldg. As Is Contrary to Spec C-Z31 two 75 horizontal bond beam bars were cut at ) 3233 12-15-80 the ton of Block wall #6 3234 12-16-80 Contrary to Spec 231 surface temperature of pour i A(704.0)E droppe 1 ', to 29 degrees 11 degrees below the allowed minimum i P!!CCS-1879-2B79-1B80-2B80 all missing ident.-missing grd. fault in-l 3235 12-16-80 dicator-broken at brackets-& inacessable locations for PHCCs Dwn M-656-9 Contrary to Spec M-214 Ws #5-#6-f11-#17 were made Doc 3236 12-16-80 without Field and Engineerine verification for misfit Rework 12-19-80 tswg E-616 3" conduit 1AJB043 the coupline was installed on 3237 Rework 2-2-81 J. Petrosino j , unthreaded conduit . Wire han been nu l l .<i 3238 12-22-80 Dwe E-532 Flat washerswere used to shim and level electrical panels na Vendor or Prni.cc annro..A a . . ~ ~ ~'-. ' " '...
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a 2 2 to allow shimmine y ,.- y-7 2 29 FOR' G-3. t *3
LOG OF NONCONFORMANCE REPORTS-I ..o,.c,n...i Midiand ,07220 190
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"ac No- nave woncouronuanca casenievion i neuanns o ,,,o. Dal,ejc,a c t. . . o . ,
i 3239 12-24-80 C-6ntrary to Spec C-233 the vendor did not submit welding procedures 3240 12-24-80 F-47790 Ih" H.H. Nuts & H.H. Jam nuts were received with no , markings for traceable heat numbers or heat code
- Retect P.O. M-18AC Engine No. 2B33 has a rear main thrust bearing clearan te 3241 12-24-80 2-19-81 i
=*asurement of .063" contrary to the .030" allowed. Rework R. Kramer
! 3242 12-24-80 C-305 Expansion Anchors on the following hangers exceed maximum i depth 1EBC-4-4-H1-1ECB-8-2-H6-1ECB-1ECB-3-3-H3 , 4 3243 12-29-80 c2-146 Rev 58 One_ tender wire of_Iggdon H32-07 was cut with a saw 2-5-81 P* Vand"E blade ap_ pron. 2" from the end_of the existir a buttonhead. Reject 3244 01-06-81 D_wg. E-428 A Type 25 conduit _ support for 2BVA020 has 3" from
- unistrut centerline to a support .for HVAC ductwork'. .
i- Spec 304 Dwn. H80-297 Sh.14 Beam Det 1401_.wan fahrtent.d in th. 3245 01-07-81 Combo Shgp_vith cross flange _yeldine vith no_ prior prat - R==_ ann.av.i Syec 7220-G9 motor operated valves have less volts than requl' red'
. 3246 01-8-81 by spec. '
l' Dwn. 618 Sh 2 Spool OHBC-59-S618-1-4 has damage to bottom area or 3247 01-12-81 p_ipe damage area is indentation-approx. 3' in diameter ! 3248 01-12-81 P. O. F-3183 Re1 3 Material received on AEOTEUI4 & 14Zby were l Fahrt cated to the_ wrong ASTM Specification. l 3249
-18_ Dqcumgntaltion identHication for Emergency Mesel Generator 01-12-81 Aux skid parts reads differnt from actual tag on material. Rework 01-26-81 R. MacGlashan (Doc) 3250 0 ~12~81 F-48614 Contrary to Spec 305 no verification documentation has Doc been received on AEO-14205 from the vendor Rework 2-16-81. F. Kanchwala F-47848 Contray to Spec 305 No quality verification documentation l 3251 01-12-81 Doc MW nm@m i h.. h..n_receiv=A = ARG 1&lj&_f.gn= the vender asunrb-01-12-81 _Du .. wer u inen nn-1 contrary en Spec M-204 4" elabe valve Rework 3252 =t..tne w .t.-n tag 01-14-81 _Spac. C-208 & c-230 Flymmh inforalty requiremen ta . extgad __ =mwi===
3253 va ri at. inn - j 3254 01-14-81 -Mn=e- M 7nA_ pip. snani intcc-1s-r.ni-i s-s ineneinn - 6.. cont et Rework 01-26-81 C. Fugate 5 with corrugated deck armtine contrary to Spec. reaufrAmant. 3255 01-14-81 _Spac- c-105- 2 rahar cut exceedine_miai=n= radial dintance-.raquired . Une 2-23-81 R. Huron j _A. T. j 3256 01-14-81 _ Dug- 1-275-2-1M. pan.1m 1 a 2C46.1 & 2c47 innta11ed ..centrary to ren ui remen t a , nn (natallatlan manuale furnished am nor Snar_ _T-275.
; 01-14-81 F-19328 Ar0-4144, BDits are indeterminate due to CNfR referencing 1757 einngation beine contIarydo requ11gp3nt.
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LOG OF NONCONFORMANCE REPORTS t 1 - eno,ecrn.ue' Midland ,,,..i 07220 , , , , ' . 191 j nac no. onva noncouronmance oesen., vion i nzuanns oisco. ^",c" ct o ci_o se o .y ! 3258 1-14-81 E-630 Sh. 2, 2 type 14 conduit supports installed with cross flange l welding contrary to E-42. ! 3259 1-15-81 C2-146, Tendon H13-045 was supplied with only 168 wires contrary to . j INRYCO's system for Post-TensioninR. ' 3260 1-15-81 Dwn. C-233 A-F3103-198. Spec. C-304. Cross flanne weldine to beam 16B1 performed without prior Protect Engineer's anoroval. I 3261 1-15-81 Spec. C-304. Cross flanRe weldinR to access platform structural steel, performed without prior approval of Proiect EnRineer. ! 3262 1-16-81 M-614-8. 8" HCC-CT-L (414-009). The nuclear identification tan is Rework 2-10-81 G. Fulmer , missing from the valve. l 3263 1-20-81 F-49256. Hex bolts. nuts and washers: certificate of como11ance Doc. Re- 2-2-81 M. Slocumb ! doesn't state Type 3 required by ASTM-A325. Mat. not marked by tvoe . work /Re lect ! 3264 1-21-81 1 " diameter anchor bolts for hanger 604-5-21 can't be traced to l any specific ASTM / Grade. .it/A 2-10-81 R. Huron 3265 1-21-81 E-7, Motor Control Centers-bolts missing on banking assemblies of I l , back to back or back against wall with no rear entry, i 3266 1-23-81 Stock ASME NF Steel procured from sub-vendors who were not ASME or
- Bechtel approved. (Several P.O. 's- see NCR) 3267 E-697 Sh.1. Electrical supports welded using Procedure F1-A-LH with Use 1-26-81 2-25-81 J.C. Miller i E-8018 electrode; Spec. C-304 requires E--7018 & E-7016 As Is
? 3268 1-26-81 E-643, Conduits 2BH048, 2BH049, 2BH050 & 2BH051 have heads which ! exceeds the 4 - 90" maximum requirements. 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 ! 3270 1-27-81 Attachments welds welded to Line OHCC-15-S-614-8-2 installed with 1 full penetration welds, flattening of the pipe; contrary to M204 req-str.
- 3271 Included angles of the 4 connectors between the P1001 stru/ flat 1-28-81 Repair a surface of the steel is less than 600 contrary to Specs C-304 & C27 3272 During pullback of WR #801 consisting 'of 22 cables the maximum 1-29-81 allowance cable tension was exceeded. Dwn.E-37 3273 IL30-P.1 C-306 states the minimum radial distance .between two cut bara he at least 10 feet; contrary to this cut har allowances exceeded.
- 3274 1-30-81 c-2 states wires with defects treater than 0.005" deen _shall be de-fected. Tendon H21-015 2 wi res aheared o f f & 1 wi re enue.A (L on7" . i Tray support shown on DwR. E-741 does not agree with "AS Build" I 3275 2-2-81 Condition.
Spec. C-33 does not include structural steel to be ured in ne in-3276 2-2-81 j sta11ation of ASPE Sec. III class 2 & 3 eine suonorts. 4 O o .....ona..i., .
!. e LOG OF NONCONFORMANCE REPORTS i enosser umwe ' Midland ,o . ,, o. 07720 ,,,,e 192 1 2 3 .
- unc no. oare ^
noncouronmancr osscnierion i nemanns oisco. c 2 5,"c," c tosm o .v 3277 2-2-81 PO 46941 does not contain material certification in accordance Rework with requirements of NA 3767.4 PO F-45563 has rimmina beam, plate & beam assemblies with dry pain': 3278 2-2-8J. 2-24-81 P. Vanderveer' thickness in excess of Spec. C-233 renut rr_v.tn Rework 3279 2-3-81 M-1.31 No documentation or TWX has been received for 2 master Doc specialtie series 800 pushbutton assemblies PT#851-24416-002 Rework 3280 2-3-81 During pullback per WR794 there were 17 cables rendered indetermina te a because maximum allowable tension was exceeded Rework ' Spec. C-208 states that 2"x2" cubes be in a moist condition & main-3281 2-3-81 tained at a temp. of 73. 4 &. 3 R. Contrary to this the temp..was 6 9" , 3282 2-3-81 M-125B SContrary to Spec. M-204 an are burn was discovered on , SS check valve 235 HCC-CK-RL2 (403-1-087) 3283 2-6-81 E-42B limits tube steel length to 24". contrary to thin 1 evn. 11n conduit supports have been revised no tube in 7A"_ Penetration circumferential weld testina doesn' t meet requirements
- 3284 2-5-81 of ASME Sub.-Sec. NE Sec III Tendons H13-027 & H13-047 lost an indeterminate amount of arease .
UseAs 2-24-81 3285 2-9-81 during areasinn operation. h @t t (f) n.i rn rie P. Vanderveer Contrary to Dwn. A-52 Block wall 26B has oniv 2 No.5 rebars instal-3286 2-9-81 led horizontally as a bond beam. '" # Contrary to Dwg. A-72 Schedule I linear plate coating repairs were 3287 2-9-81 3rd or 4th coated w/o required dry film thickness limits verified. Cut rebar for Oct. & Nov. wasn' t reported until Jan.5.1981 con- Doc 3288 2-9-81 trary to C-305 Section 3.0. 26-81 S. Gelnett l Rework ! 3289 2-9-81 -Contrary to A-72 General Note #6, instrumentation supports failed Reject 1 to meet requirement as tested to FPA 1000.
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2-13-81 W. Smith 3290 2-10-81 of anchor hole nrior to innem11metan. cnner vv .n pner ca d"" n~
" I Rework 3291 2-10-81 E-632 Sh.2 anchors for null box No. IBJ815 belne ins' tall'ed prf.or to
- holen hafne inanected_ contrary to POCI C-1.50 & Snec C-305.
l 3292 2-12-81 5-536. Embedded conduit 2AC007 was eenetrated while drillinR for expansion anchors. See . C-231 states in part horiz. rebar shall not be cut: during core 3293 2-13-81 drilling n horfm. & 2 vert. rebar were cut. F-48098 unon inspection. hex nuts were found to have iniuious i 3294 2-13-81 P.O. defects. mino contrary to ASME SA-194 6 nuts were not marked. 3295 2-16-81 M-601 sh_17_ in e=11=etnn n r ntn. ranuino rt. e.nto. nr ntn.ru?nA1: Rej ect 1 1" k coun1tne fintemned nin. Frnm umidin. ( %&AA1. 4
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_ >g Item _lu Purchase Order 7220-M-106AC Rev. 2 Item A states ,in part: Parts list required shall
, __ con tn i n the narir_Dnd_pumber of every_part for the equipment and its atuillaries includ.ing drevings in r.ufficient
, _d e tn i l to_localq._ andlden t i fy_ each_ par t . " Contrary to the above the G-321-D for this shipment references the
. _ packing list as the traceable document. The packin6 list does not agree with the drnvings sent with the shipment
, nn 1.hn rol 1 nwinc 1 I sted_ hanger _ pipe _ support _as semblie s .
- Cont. pg 2 n gy. to o.s.osiv.o. g.je.. ..co==....v.o i our. ,o..os.c,.- ......-o ... ..to o.sco... .on . ui., s. t Ita.= 2 The material supervisor is to contact the vendor and request a list which indicates correct drawing revision received the_ applicable drawino revision numbers. fm y . from vendor clea ring item 1. bbt h/M[c efp necessitates additional item 2.
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These hanger assem.blies shall be reworked t*o conform to the r_e_quirements and' engineering comments of Sketches 1-616-8-2 Rev. 4 Sub.5; 1-616-8-12 Rev. 3 Sub.4; j 1-634-3-12 Rev. 2 Sub. 3; 1-634-3-16 Rev. 1 Sub.'2; l-619-7-24 Rev. 2 Sub,3; 1-610-3-9 Rev. 1 Eub. 2, respectively. Upon completion of rework, all engineering _ j requir ppnt.s are met. ] b d.u[/N N
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~_ . _ _ _ _ _ . NONCONFORMANCE REPORT (CONT *D) e ea== 22 3 . . . *c no - __ ,
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, Podinc._IdnL hms . INgn. Dent Jilth . . ._ . ._ _HangrT No. _ __ Hanger S_Ilipping _Onler
_ReTerenced _._ . __. Q 1pment__ _ ._ _ .. _1-63h-3-12 Rev. 1 . _ Rev. _2__ .. ___ .. _ . _ __8-lHDC-23-H2 E-lE-018 __ _ d_-///g 634-3-16_.Hev. l . __. _ Rev.__2_(Sheet _3),.-- __B-lHDC-23-II6. E-fE-019__ _ i . _Q 619.7-32 _ilev._l _ _ _ Hev._2_ _ . 26-OHDC-20-Ill2 E-FE-Oh2 ^ _0-619.7-2h__Rev. 1 Rev. 2 10-1HDC-101-ilh . E-fE-Oh2 /.p/g) '
--l-610-3 9- nev. O Rev. 1
__18_- 1_1[DC__2. _-II9. - _ '_ _ _ _E- fE _05_5... i l-610-3-32 Rev. 0 _ ._ Hev. l___ ____ _,. .._10-llHU-2-Ill2 _ 1 _.1-610-3-13 Rev. 0..___ ._.Rev._1__.. _ _ _.. _ 18-lllDC-2.-II13 _ __ __.__ ___ _"_ i _t 610-3-?8-- EcV- 0 ---. Rev.l _ . _ __12._lGCR-25-IIT I _1-616-8-2___.Ecv. I _._ ._Rev ._2 16._lHBC-150-H2- E-MR-060 t /c d >f t _1 616-8 6 _ Ito v. _1____ _Rev. ? _ _ _ _ _ _16-lHDC-135-Il3 _l-616-8-12 _ Itev, o nev. 1 16-OHDC-51_-H2 -
,:7-fy 1 616.8-lh__Rev..O Rev 1 16-l!!DC-123-Il5 j j 616-8-19. Rev._1_ __ _Rev._2 _12-llllr-l l-H3 b "
i . 2-617-6-10_ _Re v . _ 0 __ Hev._1 __ 16-211D0-323-112 E-FE-110 i
'_Honconformnnec npted d ng receip~t innpcetion. 'Q' Numbers nre 4.102, 4.162, 4.172, 4.191, and h.3hl..
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NONCONFORMANCE REPORT (CONT'D) . eaar_3_or d . . . < ... f/ 5' 3__ Block._21 continued._ _ ltam 2._ Purchase _ Order _I220:Ai-L0hoCo__RevuZ,_Donumentation_ Submittal, Paragr_aph 2 states in part: _"2".11 engin_cering documents. mark _ed in column 5 of Form G-321-D must be subn_litted for Buyer _.._ _ approval.__Those_ engineering documents _ma rked_Yes_in _ column _5_r.cquire .tpproval. prior. to i commencement of fabrication. " i __ A._ Contrary _to_th_e above,._the_ Qual _ity Documentatief for the following show that theny were 5 fabricated to sketches that had a Bechtel approval level 4 or 9. (4 "Not approved-Correct and resubmit. " and 9 " Revision not approved-Mfg may continue work in acc_ord with notes- __ . __._._ _ r e vis e. a nd_re s_ub_mit d r_w. ")
; __ iia nge r_M K f_ Drawing Shop Order Approval Level s I. ' h 16- 1IIBC- 150-112 1-616- 8-2 Rev. 2 E-M E-06 8 4 16 _011BC ._51 -IIZ l - 6 l_6 _8 - 12_R e v._1_ E-M E- 0_6_8 9 i
t B, Confrary_to the above, the following listed hanger assemblies were delivered to the jobsite
.' b_efore a Bechtel approval level was granted to the referenced sketch.
.IIanger_AiKI Drawing _ Shop _ Order d
Deliv.ered_Defore 8-IIIBC-23-II2 1-634-3-12 Rev. 2 r E-ME-018 6-17-76 -
' 8.- lIIB C - 2 3 -II_6 1-634-3-16 E ME-019 6-17-76 .
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\ 18-IIIBC-2-H9' 1-610-3-9 Rev. I E-ME-055 6-17-76 lionconformance noted during receipt inspection.
'O' numbers are 4.102, 4.162, 4.191, and 4. 341.
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a 1 s' Bechtel Associates Professional Corporatic inter-office Memorandum BEBC-3950 To L.E. Davis Date April 28, 1980 l Subject :Idland Plant Units 1 and 2 From L.H. Curtis Bechtel Job 7220 NCR 987 of Engineering Copies to g At Ann Arbor P. Corcoran L. Curtis File 0274, 0460, C-1200 B. Dhar B. Kononetz V. Manta P. Shen Com Log Project engineering is returning the subject UCR for the signature of the project field engineer. It is also requested that quality control (QC) consider the following regarding the NCR. NCR 987 was dispositioned in 1978 based upon the acceptance criteria of Specification 7220-C-304, Rev 2, issued for use at that time. However, upon reopening the NCR, QC has inspected the conditon to the requirements specified in the revised Specification 7220-C-304, Rev 7., issued in 1980. Project engineering finds that the nonconformance items listed in the reopened NCR are entirely different from those in the originally dispositioned NCR. It is suggested that the nonconforming conditions identified in the latest inspection be identified in a new NC' OC 0F220 E M . M a ___ t m M aanct.Ar-w p.f, L.H. Cur]ts - t NEwMAN l BD/PS/bjm 2 y , ,, 4/22/10 cun, Y ELECT. c- L RECEIVED 4
~2 WELDmG 5[-
S DOC APR 3 01980 aECavmc ADM ASST i QUAUTY CoNTT;ol Maus, res: BECHTEL JOB 7220 Lab super. sioxcuu IN ' Y'O I OPEN LOOP I
*]. Q YES Q No Response Requested: No DATE l 8,
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,, NONCON R NCE REPORT
- 1. ProPet Name A* No.
Midland 7220 11 20.
- 2. unstw
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No. 7 Page _g g Aux Bldg 3. or.winstrwrmr.7220-M-832~~ 5 fi+v 4. item oesers, tion - of M[ V A' I 7220-M-861 4 s. stem toe. tion Elev. 584'-
- 6. P.o. Or Spac No. 7 S*riet No. 8. Replacement Part Electrical Wall Penetrations Areas 1 and 3 N/A 3ee Block 16 ,,, N / A ,,6 ','"
- 9. Soe,re, 10.
- 11. l.., tion criteria Constiuction N[ ace tractor /ra.: _
I , . . . N/A i r. as== auvaoa'ruo .. s.<rved tr
- 18. Nonconforming Condition- m.o a. c Doeara ao7220-C-zoz nev. _7 o '," ,'," c " g,"o*" 0 "= ' da=acaso o14.n.c.ooiscoeered oinine is. t<,.ip r rnished s, p co,,,, a u m o c o .. , o ,. o y n.,
smsi C
; _g electrical penetrations to have embedded angle iron frames similar to Type B "*" "" " "*"
of Detail "1". Drawing 7220-C-148. ' y Qk Contrary to the above, the following penetrations at the indicated locations do not _ k,,cr eno D.f .nunf aan g/"r j E s g;g y gy g t'q%g i have frames. i E NG.NE E 1/7 / ATE < ~ 1 f-2.1 ~T/ i gjV-g, . cv consr= oc == === onw dk rg ty t Continued on page Z. . / f,, nuvaonirro ensrectaiA cava m g nepped sy Cate i I h 3 CSto w 3 ~24 - ?? W sWi ta$ ' '&b&
- 25. oisposition Resut's
.4 2,. no,, tin, gro neto eno.=cen.no Date'3 *2 'l~ ll 40 fq u[b wgd 1 22. Onac en,iene o:4 : tion o vof,7<n. ise.c.ry, U"= i a e aa'"""'aa "*o== = a o= a o""o*"'o"g ,,, 1 C 'o eaa>=cv *aa'" " "'a=
Disposition _ Required _by 4/18/J7 /V Repair penetrations as shown on attached sketch labeled sheet 3 cf NCR 747.
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')-y 23. Pro t Engineeri Disposition ProTecteng"In_eeringhasevaluatedthenonconformingconditionandhasconcluded DN the following:
1. Penetration #66 will be used for electrical cable trays and a 6"6 pipe. Since j 1 there will be no water pressure on this penetration, therefore there is no need 9
\
to provide closure plate at this penetration. After the cables and the 6" 9
, w pipe are placed in the penetration, it should be backfilled with silicon , ,
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. # cam SF-20.
The electrical drawing E-610 Rev. 4 vill be revised to show the 28-AM W ] , #%(([# h _ 4 _ ac ca" N J
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j - *"" Block 16 continued; O _ l - _ Penetration Location I -
#66 5' west of 6.2_@_H_line l #12 2'9" west of 6.2 @_D_lin.e
[ f57 4'_ south _gf_D lin_e, 2'6" east of 6.2 i , ( #21 4' south of D line, 2'6" west of 6.9 _ (
, #23 289" east of 6.9 @ D line i
O List i 1.202. pyg coynyyj;ppy up gig (g pg { IIold for Engineering D*sposition. SEE FME B OF 6 5 QC IIold Tags applied. JW41/4ft2M # i i Ib 9-8
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Block 23 contd.
, applicable detail at penetration #66. The silicon foam SF-20 is sufficient to sustain the max probable steam pressure of 2 psi and associated temperature affects on the penetration.
- 2. For penetrations #12, #21, #23 and #57 provide the closure plate per sketch on Sheet 4. Backfill these penetrations per Dug. E-42 Sht. 41 Rev. 4. For penetrations #12, and #21 the closure plate shall be provided on the north face of the wall. The electrical Dugs. E-608 Rev. 4 and E-609 Rev. 4 will be revised to show r the closure plates on the north face of the D line wall.
'Ihe engineering evaluation calculations are contained in the engineering files. [/[/ g,7-7J G eg _ -7 7
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Block 23 continued: Based on the addition to the field engineering disposition, projectengineeringconc5udesthefollowing:
^
- 1. The location of the expansion anchors at the closure plate for penetrations 23 and 12 is acceptable as shown on Page 7. The required edge distance and spacing of 1/2" diameter expansion anchors according._ _
to Specification 7220-C-305, Rev 11 has been maintained except in one instance where the allowable load 1 has been reduced according to specification requirements. Project engineering recommends to "use as is."
Reference:
Calculation 3-5(Q): g,_p gg yg.,, Jun T-t,-fo g g g-l 2. ~nie transit locations for penetrations 21 and 57 as shown on Page 7 are acceptable. Ow4 (4Z wis.L #EgEK _ 3 -Feejeeb-engineecing-eenewee-wi-bh-Field-engineecing s-eri e e- cndation-ta-bneksill-nf ter-eempletten-af-- emble-pulling BaekELLitag to-to be done-with leaded-siltoone-Eoam in-secosdance-with - era.ing- m e-e-u r-cw_7,__f,[a-yk__ZZ
- 3. Backfill of penetration should not occur until authorized by engineering. rs o D ue 6 hv R$ d
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- 24. Dhpesttlen Corsegetenes Item g3 24. Dipition Ceneg7 tenet y# 24. Dhpoettlen C - ... .
Item .a Itent REWORM R EJE C T REPAIR USE AS IS REWORK
' #1 EJECT REPAIR USE AS 95 nEWORK #1EJE C T REP AlR X USE AS IS b i
( - _ Yfjh b ~/ PnOJECT FIELD ENGINEER DATE PROJECT FIELD ENotNEER
- DATE g
Pf10 JECT FfE LD ENotNEER DATE fff!mA UN*Lh'As*r11 krs,r._ W2 5l8 0 l l Ps ER p DATE , i Pl10 JECT ENGINEE R DATE % PROJECT ENOtNEER ( wwk S{l3lhN " DATE PROJECT dONST R OC,ENOtteFE R DATE. PROJECT CONSTR OC ENGINEE R DATE PftOJECT CONSTR OC ENOtNEE R DATE i AU THOnt2E D INSPECT OR DAIE , AUTHORIZED te#SWECTOft DATE AUTHORIZED INSPE CTOR DATE Dignsition C .._ ..by 6 IN al Jia :. gfpg
- 24. Stern g . p, e 24. Disposition C..-
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.a.s. 24. Dtepoehton Conewtonee
, Stens REWORK 8'E JE C T REPAln USE _AS IS TIEWOt1K RE JE C T REPAlR USE AS IS RE WOft K REJECT REPAIR USE AS IS o r b
, #k OJECT Fif Ld NINEER k D TE PROJECT FIELD EMOtNEER DATE PROJECT FIELD ENGINEER DATE ffu i / .
, P E { ENGINEER T PROJECT ENOtNEER DATE PROJECT ENOtNEER DATE
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P OJEC,7 CONSTiiDC ENotNEE R .DATE. PROJECT CONST R OC ENotNEE R DATE PROJECT CONSTPt OC ENGINEER DATE t
- AUTHonlZE D INSPECTOR DATE AUTHOntZE D INST'ECTOft DATE AUTHORIZED tNSPECTOR DATE
- 24. D%fteen conewevence 24 Despeettien C-...;- ;
item item 24. Olipoettlen Concertonee item
- l'EWOt1R F1E JE C T REPAtR USE AS IS REWOt1K REJE CT ftEPAIR USE AS IS REWORK REJE C T ftEP At R s
USE AS IS PROJECT FIELD ENGINEER DATE PROJECT FlELD ENOtHEER DATE PROJECT FIELD ENGINEER DATE PROJECT ENGINEER DATE. PflOJECT ENGINEE R DATE *y PROJECT ENGINEER DATE Pt10 JECT CONST R OC ENGINEER DATE_ PROJECT CONS TR OC ENOlHEf ft DATE PROJECT CONSTR OC ENOL 44EER DATE AUTHOf18ZE D INSPEC T OR DATE AUitfOnt2ED INSPECTOtt DATE AU THOftt2E D INSPEC TOR DATE
- 24. Diepesttless Ceneverence 24. Olgootition CA.. . ..~.
from 24. Olepoettlen Cenewetenes ttom 9 tem REWORK RE JE C T RE P Arn .USE AS TS t1E WOR K RE JE C T REPAln USE AS tS REWORK REJECT REPAtR USE AS IS l .' PROJECT FIELD ENOtNFER DATE PROJECT FIELD ENGINEER DATE PROJECT FIELD ENOtNEEft DATE PROJECT ENOtNEER DATE PROJECT ENGINEER DATE PROJECT ENotNEER DATE PROJE CT CONST R OC ENotNEE R DATE PROJECT CONSTR OC ENGINEE 91 DATF PROJECT CONSTR OC ENGINEER DATE AUTHD"'ZE D INSPECTOR DATE AU T HOf19 ZE D INSPE C T O UATE AUTHORIZED INSPECTOR DA-7220 .J 38 Rev. 0 3-26-79 '
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