Text

Nonconformance Rept for Dec 1976.Rept Consists of Bechtel Nonconformance Repts,Nonconformance Rept Log & Status Book, QA Discrepancy Repts,Quality Audit Findings & Mgt Corrective Action Repts Written or Closed During Month
	ML19331A242
Person / Time
Site:	Midland
Issue date:	12/31/1977
From:	; CONSUMERS ENERGY CO. (FORMERLY CONSUMERS POWER CO.)
To:	;
Shared Package
ML19331A241	List: ML19331A238; ML19331A242;
References
	NUDOCS 8006180802
	Download: ML19331A242 (212)
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g - NONCON FORM ANCE - REPO OG & STATUS BOOK n, " # ' # ~ # M '75 3

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.C. Enc. SIGN ~' ' b"U 7220

1. PROJECT NO.

3. 8- 5- STATUS

'JC R ORIG. ON N M CE PREPARED BY ,, ,,g ,7, ,,g ,,, ,,g ,7g ,,,

NO. DATE DESCRIPTION / REM AR KS ROUTE XMTD RETD CLOSED CLOSED BY

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244 12 R.A. Moray lul k Items. Bolts not nroper1_v marked ield f!o .2-16 1 P. . A . M o ra y' 74 Varies L2-4-74 -74 -75 245 L2- 1R. Revereza :- 2 31. Aux Bldq #8'I@ bars broken, lla l l s Field flo 2-9 3-25 A.L.Boulden' 00 =z / & 729 1.203 L2-9-74 -74 -75 O

246 L2_ C M. Ilo p fe n s pi rge r c-110- tinor pinto enrrace de f act s , Field flo I: '24y5 1

1 14 - 2 7 -

-i Cn S6-15-U-2 & 55-13-U-2 1.109 .2-9-74 -74 76 A. L. Albert

<w 247 L 2-fcc J.C.Fitzgerald C-231. Unit #1 Base Slab. crack in Conc Field l10 2-13 2 L.R. Albert 1.105 -75

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Az 300-420 .2-10-;'4 -74 243 L2 R. Revereza C-231. Aux Bldo blockout for St'ructural Field 't o 2-11 1-14 L. Shively Beams ommitted 1.205 .2 '4 -74 -75 249 L2-

L. Johnson C-211. Excessive Structural Backfill Field !!o 2-12 12-12 L. Johnson

-: ift placed 1.002 ,2-11-/4 -74 -74 250 L2- J. Aldridge C-2. Damaced Semi-P,inid Sheathinn Field UD l 2-U ~

-74 1.107 .2-13-74 -75 _g 3. A. : bray 251 .2-13 E. J. Manning C-38. Damaged Structural Steel Field 1 1-24 8-14 R.A. Moray

-74 1.201 2-18-(4 75 -75 252 . ?. - 13 F. Etheridge C-111. tirono weldino nrncedurn usod Field 12-17 12-30 12-31 A.L.Boulden .

-74 1.109 1 H-13-70 -74 -74 -74 253 .2-17 E.J. Manning C-38.9amaned Structural Steel. shionent Field 1 1-24 8-14 R.A. Moray

-74 C-10 1.201 :2-17-i4 -75 -75 =75

'54 .2-18 A. Boos C-231. Aux Bldo llall . Reba r coverane Field 12-19 12-20 12-20 L.R. Albert

-74 1.203 :2-19-i 4 -7/ -74 -74 255 .2-19 it.C.0'lleil C-111. Gouqes on edge of Dome Liner Field

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-74 Plate RD-9-13 1.109 2-19-i 4

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NONCONFORMANCE-R f LOG & STATUS BOOK u.'

REPORT DATE g f PAGE CoMPL.

7220 Q.C. ENG. SIGN

1. PROJECT NO.

L 3 4 5 STATUS NCR ORIG. NONCONFORMANCE DATE PREPARED BY 8 NO. DESCRIPTION / REMARKS route XMT CLOSED CLOSED BY 7 7 412 4-36 T. R. Lieb C -2 3 0. Flva sh finenes s. , User Test F4eM 4-29 76 76 L. R. Albert

-76 1.105, 1.205 4=27=7,6 -76 12-23-76 B.T. Cheek

. DEX 413 4-26 T. R. Lieb C-230. Batch Plant Cement Senles broke PieM 4-29 4-30-76 4-30-76 during calibratinn 1_109. 1.209 4 717/. 7A L21 7A cLM_7A T n _A 1 h e r t Documentation and Cnde natn 7- - 8 -

414 4-29 R. A. Moray M- 104 A. -

Field E 6 *

8

-76 Plate 2ea nine snnnis. '

ASMF 4_13 9 3 4 24.7( 76 M-106. Hangers fabricated and shipped w/o 7 415 4-29 H. Boleen P4eM 5 76 -

-76 sketches beine approved ASME 4.102. 4.112 424."ft. 76 416 4-30 A. L. Boulden ASME Section III. Field Weld. Unit #2 Sumn. Eielzl 6 7 7 76 76 76 W. M. Parde

-76 X-ray requirements violated ASME 4.134 4:30-76 417 5-4-76 A. L. Boulden C -Ill . Unit #1 Sump. weld in need of renair Field No 6 after pressure test. 4.128 3-4-76 76 418 5-4-7( R. A. Moray M- 104 A. Documentation and Code Data 8 5-20-7( 6 10-20 4.192 h M6 -76 R. A. Moray Plate on nipe spools ASMF 4_164; L 1_7 3 ,._. %9-76 -76 419 5-4-76 H. Boleen C-233A. Anchor nolts dimenninnea chn"* MS No 5 - 2 4-76 76 H. Boleen 1.102 5-5-76 420 5 76 H. Boleen M - 120. Valve taccine varies from document H. M m 76 F l d No marking on MO Valves 5-11-76 - 76 ASME Va rie s 6-22 6-2 421 5-5-76 C. H. Nelson C-210. R amn north nf Any R1dn m ni ctu re Field 5-21-7 3 -76 7 L. 3. Aroerta enntent high . i nn1 %12-76 422 5-10-76 P. W. Ratte r M 106_ r.in ea r rn ai c n ti nn e nn tr n n g o ,. welds Field NO 6- U- 7 -15 P. W. Ratte l 76 76 4.102 g _i w 6 6 423 5 7f P. M. Pitts M - 104. Pine Snonis A;,- quonen*d . 'O' 76 76 Field 5-28 P. M. Pitts Water Quenched. 4.144 ASME r_2 r ftSA 7A AAO 103 09T14 Oc 11. P " OC.G3-1 page 38

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b] NONCONFORMANCE - R"~gT LOG & STATUS BOOK it

(./' REPORT DATE PAGE COMPL.

7220 0.C. ENG. SIGN f 1. PROJECT NO.

I NCR ORIG. NONCONFORMANCE STAWS DATE PREPARED BY 8-N O. DESCRIPTION / REMARKS ROUTE XMT CLOSED CLOSED BY Fi 7 14-41 -

} 448 6-21 P. M. Pitts \i-104A. Documentation for lHBC- 13 3-S616- 6- -

No 76 76 M. P. Dooling

< -76 7-6 misidentified ASME 4.164 76 6 Ne .

M-106. Incorrect Rev. sent with Hanger Field No 7 8 449 76 R. S. Morrow 12-lGCB-25-H14 ASME 4.102 6 76 76 R. S. Morrow 76 DW8- 0 450 6 M-106. Tncorrect Rev. and Bechtel Approval Field k 76 9 76 R. S. Morrow . level 4 sent w/ Hangers ASME 4.102,4.112' 6 76 76 451 6 7 10 10 M-lO4A. Venturf inckinn emm emn1 -

76 H. Boleen 76 76 76 H. D. Foster 2HBC-123-S617-8-4 AS!b 4.17k 76 M-106AC. PipeHanger 18-1HBC-133.H6 rabricatec Pin 14 8 8 11-30 452 6 6:28:7 76 R. S. Morrow 5 76 -76 P. M. Pitts 76 to a Bechtel level 4 sketch ASME 4.162

- 453 6 16106AC. hcorrect Dwg. Rev. sent with 6b8Y6 No 8 76 R. S. 'tbrrov . ,, _ ,. m m ASMSI:1y2;II:1hfl4.2 41 I

9-29-76 76 454 6 $1-204. Incorrect stamping of 26" yard 76 J. R . Behres

(_*24_ No 7 76 7 J. R. Behres piping.. ASME 4.192 76 76 455 6-24 W.M. Pardee C-111. Heat Number discrepancy on Dome Li ner Field No 8 W W.E Pa h

-76 Plate assemblies 1.109 6-24-76 76 -76 456 6 C-Ill. Shop Assembly Untraceable to Field g _3t _ 9 76 No 76 W. M. Pardee Documentation Ht#21302 Slab #10 1. 10 9 6,-g 76 W. M. Pa rde.

457 6-28 8 S-W. M. Pa rdee M - 12 0. T.inear indications fnuna nn 16" valve plelg 9 -76 S/N 3N-641 ASME 4.164 M 8 =E o 90-76 llL 5-76 458 7 W rong Dwg. Revs. on Hange rs Field 9 M- 10 6 A C. 7 8 76 R. S. Morrow 4 76 4

112 76 fab. to level 4 dwes. ASME a 102l.1172 191 76 459 72- M- 104 A . G- 321 -D not submitted. Sweennier n Field No 8 8 H. Boleen 76 H. Boleen not capped. ASME 4.192- 7-6-76 76 76 AAo.103 09/74 OC Page 41 it.Pr Oc.c31

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PROJECT N AME Midland I & 2 agg no, ' 7220 PAGE 2 3 4 5

' 7 NCR NO. DATE DATE NCR NONCONFORMANCE DESCRIPTION / REMARKS DISPO. C1.OSED CLOSED BY 497 8-23-76 M - 10 6 A C. Pipe clamps configurations not in agreement with Bechtel Eng. NDE documentation not included. Use as is. 11-22-76 P. M. Pitts 498 8-24'76 f.-230.

a temperatureConc of reteyl 4 6' aced in Pour CC(662. 92)b' had Use as is Telex 8-26-70 B. T. Cheek

_ _ _ _ 9-8-76 E. Dutton 499 8-24-76 C-230. Entrained Air in concrete lower than the required 3 percent for Pour Y (603)a U se as is 10-14-76 D. L. Osborn 500 8-24J 76 M-1. 35 3 gauges do not correspond with the Non Q '

packino list. -

No Dispo Il-4-76 R. A. Moray 501 8-25-76 ~~C_- 2 31. 4 Dowels not embedded in 'D' line. 3'9" East of 6. 6 Iline. at El. 614'0". Aux. Blde. Repair 12-2-76 D. E. Plowman 502 8-26-76 P 4 7_ _ PVC Conduit IRC007_ damaged during repair nf IRConR_ R epair Il-4-76 D. T. Davis 503 8-26-76 C 233 Channel and Plate Fmheda nnt piaca mn r_lted-

_upon receint- Use as is 10 4-76 H. Boleen 504 8-26-76 M - 204. Yard Piping, welding began upon a rejected R ework 9-3-76 A. L. Boulden fi b u g.

505 8-26-76 C-Ill, ps-built location out of tolerance. Unit #2 Telex. 11-l F76 D. L. Osborn Use as is A Z__2 07 Elev. 66886" 11-29-76 D. L. Osborn 506 8-27-76 C-305. Two rebar cut at Hanger 18-zHBG-133-Hb without prior Project Engineering approval.

Use as is Il-2-76 B. T. Cheek 507 30-76 C-2TO. Mortar sand has greater water demand ratio tR eject than allowed by ASTM C-144-70. Use as is 11 - I l - 76 B. T. Cheek 508 8-31-7 6 __C_2 3 0. FlyASh_CDnt.cnt of concrete placed in CC(619. Sh a higher than n11nwable limit.

509 8-31-76 -C-231.--Curing-of-pour _A(6 3 3 7) a; =n r fa c a Use as is appeared dry. 10-26-76 B. T. Cheek 510 9-2-76 . C-208. 43 Densitir tests on Incominn Struct ural Sand Gradations failed to meet minimum volume. Use as is Il-23-76 B. T. Cheek 511 9-2-76 C-231, 1-#5 dowel broken t' temp. const. opening. Std. Repair Anv. R1 rlo . 614 '0 H 12-2-76 D. E. Plowman 512 9-3-76 __Ai _10 6- Uanger.a_ received dwgs._not_ approved. and_ Rework part a nnt identified, Doc.

513 9-3-76 M 106. Trangers received, parts not identified prop _erly, R ework Use as is,00c.

514 9-7-76 C4233A. ChanncLand Plates received without piece Use as in ma rkings F-14439 10-4-76 H. Boleen 9-7-76 E-20. Weld Neck Flanges received without coatings, l 515 ' ricked, scratches.

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-s v s.; o q_,_w LOG OF NONCONFORMANCE REPORTS PROJECT NAME Midland 1 & 2 JOB NO. 7220 2 PAGE b5 3 4 5 6 NCR NO. 7 DATE DATE NCR NONCONFORMANCE DESCRIPTION / REMARKS DISPO. CLOSED CLOSED BY 516 9-7-76 M-lo6. Hanners received. not traceable markings. Documenta- 10-21-76 R.S. Morrow different revision on Packing List than_ Dwn. ree 'd. tion 517 9-9-76 MR

""P = "* **** ^* Maat W"hanca"n an na*

ngron ui+w an+ nile nn arnuing_ R ework 12-6-76 M. F. Dooling 518 M-106. Packing List does not agree v/dvgs. sent.

9-10-76 Doc. &

DWE. cans for 'I' Beam whereas a "B' Beam vas cent. I se as is 519 9-13-76 Dun. C-288. AuL_J)1dg. slabs 624'6". Clear cover foi. Top nnvels varv between 2 and 3-1/2 inches. U s.e as is 11-16-76 M. E. Foote 520 9-10-76 c-208. Cylin k s were not stripped within 24 hours2.777778e-4 days 0.00667 hours 3.968254e-5 weeks 9.132e-6 months Use as is after canting. Cylinder sets 4948 and 4999 ' 10-29-76 B. T. Cheek 521 9-10-76 Ac. Enngers and reinted sketches for two hangers hnve name mnrk number. Use as is 522 9-13-76 M-lo6. Figure 211 Pipe clamos do not conform to the Use as is

__ applicable ske_tches bill of material. 11-22-76 R. S. Morrow 523 9-13-76 M-120. Internal surface of valve had a light film Use as is ne runt.

524 9-13-76 M-1 35 NNI does not have a Material of Non Q -

cnnenrmnnne. No Dispo 11-4-76 R. A. Moray 525 9-13-76 M 1 'rhermocounl e Annomhlien nnt trnnenble Non Q -

tn the govti ff nnte nf Pnnfnemanne. No Dispo 11-15-76 J. P. Connolly

" 0. 6 9-13-76 " '=39- #"*""""" RVit"h""- do""mentntinn Non O mnni,n;ne mn+ '

,.nn n4 w,a _ No Dispo 11-15-76 J. P. Connolly 527 9-17-76 I'-230E"ntzained air in_ concrete exceeded spec. Use as is reouirements. Aur. Elag. Pour A(629 5)a 11-2-76 B. T. Cheek 528 9-17-76 M-20h- Runt on spool nieees FW '47 c M-610 Sht. 5.

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Repair 12-17-76 .M. F. Dooling 529 9-17-76 M-in6 Ac. sway _ Strut 'W' ' Dimension. Sime of piece _ No Noncon- 9-23-76 P. M. Pitts anen nnt nrvree with si ze nn nketoh. fntmanne 530 M-51. Heat Exchanger 2E-73A has rust and scale on 9-21-76 Rework 10-8-76 shell side. C. Croat 531 9-22-76 P'"** di"#""in"ad *Wo diff""""t thick"a""e"

"-23;';m^,- I nn m a,.ny3 ng _ ReworkDoc 12-15-76 R. S. Morrow M-'"h* "-39'-"

532 9-23-76 ""* """* *"" 19" 1504 Plange- No Noncon- 9-24-76 n. Boleen .

enrmanna f 533 9-23-76 M-in6Ac. Rnnanm Hanger Anpport hnnger. vna No Noncon- '

van nnt threnaea nn ronuiroa_ formance 10-7-76 R. S. Morrow 534 Ng . h

'9-23-76.~- ^"v c-2 E Clear coves fnr rewar nnt nc +nin nn e- Use as is. Telex. #

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LOG OF NONCONFORMANCE REPORTS

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PROJECT NAME Midland 1 & 2 JOB NO. 7220

PAGE 2 3 4 5

1 NCR NO. DATE , DATE NCR NONCONFORMANCE DESCRIPTION / REMARKS DISPO. CLOSED CLOSED BY 535 9-23-76 C-230. Flyash content in concrete placed in Pour yo 11_g_76 Y(623.0)a below minimum' allowable. weight. Nongmformarlee B. T. N ek 536 9-24-76 M 1nha- 1R" TR on vil enn+24ne evnekc- nn nnnni 2HBC-131- M 17 M 7 R ej.ect 537 9-24-76 M 1n6AN. Pipe cinrm does not conform to the sketches m11 nc un +,r4 n1 nnnoor w p 1/p 1ren in nh Use as is, 11-22-76 R. S. Morrow 5'8 9-24-76 M-104A. ree with the Code DataShop Traveler Plate Form, or Code Datadoes not Form. 1-II abC-87-S619-/-z '

"E Documentaticn

539 9-27-76 L 2.33A. F l%30. 'I'm ea. G4. J4. & K4 Beams.

pnnntennt enrnern not filleted to a 1/2" radius. Use as .is 11-18-76 II. Boleen 540 9-28-76 C-39. Reinforcing Steel Received does.not Rework and correspond with fabrication on Inland Ryerson Dwgs. Reject Il-5-76 J. R. Slife r 541 9-28-76 C-208. Concrete Cylinders had a higher curing tempe.r.ature than allowable _maximuin. Use as is 11-23-76 B. T. Cheek 542 9-27-76 Dwg. C-276. Aux. Bldg. El. 52 8 ',6 ". _ # 11 dowels omitted.

I. B line f or the north 4'b" of the slab. Repair 543 9-29-76 _M - 9 3. Nuts and bolts not secured, guard not provided on limit switch of crane. .

544 9 29-76 M-104 A. Gaskets, wrong type of spiral wound gaskets -

marking, documentation.

545 9 29-76 C-50A. Pniir pni ne ernna m raer Riipn ivt nrneket4 Std. repair

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m,,noga 546 9-30-76 C-397 ' Discrepancies in Vendor Dwgs. as to Rebar R ework 10-1-76 R. A. Moray Fabricated and Rebar Received.

547 9-30-76 M - 104 A . MTR's lack Stress-Rupture and Cone ltripping Tests for studs and nuts.

548 10-1-76 C-233 A.__ P14 Pipe R estraint Embeds fillet welds have some incorrect dimensions. Use as is 11-5-76 J. R. Slife r 549 10-4-76 C-38. Reactor Bldg Structural Steel, cutting past point of tangency.

Std.

R epair 550 10-4-76 M-104A. Gaskets, wrong type of spiral wound gaskets markine. documentation.

551 10-4-76 C-230. Low air content on one ticket, pour #C(593.5)a Use as is 11-23-76 B.T. Cheek

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552 10-5-76 -_nec. C-305.

S Expans' ion anchors used for Class II P_ipi.ne over 8" in diameter. Repair 553 10-5-76 C-231. Two sister spfices taken frgn 90 Production

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PROJECT NAME Midland I & 2 1 7220 s 47 JOB NO. PAGE 2 3 4 5 6 7

NCR NO. DATE DATE NCR NONCONFORMANCE DESCRIPTION / REMARKS DISPO. CLOSED CLOSED BY 554 10- 6-76 DWg . C-202. 1-#6 dowel missing at Ei. 624'0", 12' R epair 11-19-76 M. E. Foote west of 6. 2 on ' A' line wall. Aux. Bldg.

555 10-6-76 C - 2 31. 2-#6 rebar damaged by concrete drilling.

El. 624'0" @ 'B' line wall. Aux. Bldg. Use as is 11-16-76 M. ~P. Foote 556 10-6-76 M- 104 A. Studs do not include the results of the st re s s -ruptu re test on the Certified MTR-

_Use as in 12-6-76 R. S. Morrov 557 10-6-76 C-38. Dwg. - C- 3 8- 6 3 8. Plate bent at an angle of 3" Std.

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due to a cracked weld. Repair -

558 10-7-76 C-305. Expansion anchors used to fasten hanger Reject 10-lFCB-19-H7 to wall. (over 8" in diameter) 559 10-6-76 M- 120. Two valves have a film of rust on the Use as is internal surfaces. Item # 5. 3 & 5. 4 560 10-8-76 _M-1.17.' Quality Documentation Package has not been received at the jobsite.

561 10-11-76 M- 9 3. Aux. ' Bldg. Grane components exposed to the weather .

I)wg. M-616 Sht. 7. Weld completed without th Use as is 12-6-76 P. W. Ratter

$62 10-13_16___ _ARthorized Ingpector's Hold Point on WR-19 Fom 563 10-14-76 M - 104A. ASME III Class 2 & 3 Studs and Nuts, rnark- . Documentation ing & Documentation & Reject 564 10-13-76 ' Dwg. C-269. 3 Vertical rebar located outside of h"7 ** 7 * * " "

U AsI 11 7 6 B. T. Cheek horizontal rebar'rather than inside. Aux. Bldg.

565 10-15-76 Dwg. C-274. As= built conditions do not conform to Use as is sect. E of dwg. A ux. Bldg. 614'0" @ 5. 3 & 77 R epai r 566 10-IS-76 Dwg s. C-214, 202, & C-276. 10-#5 rebar omitted at EL 634'6" and 1-#5 rebar omitted at El. 534'6" Aux.

567 10-15-76 ;Dwg s._ C-210.

C- 140. & C-282. Rebar omitted. Aux.C-219'g71ev.

Bld 568'U" 568 10-'15-76 Dwg s C-213, C- 140' 1:-282, C-284. Rebar omitted.

Aux Bldg, 6148 0", C, J, NCR line walls.

569 10-15-76 DwasC-213. C- 140. C-282, C-284. R ebar omitted.

Aux Bldg. Elev. 614'0". 5.6 line, wall 32.

570 10-19-76 l>we,__C_h29._ Eonth_ wall of_ Cont. 2 fe9dwater_ chamber Use as is hnn Kn to , 3/h" clear _cQyer. 11-19-76 D. L. Osborn 571 10-19-76 D_wg, - C - 6 58 & 415. Type 48 embed notched by mistakc a;1d E-2 embe.ds_nntched too_desp, Rewod 12-3-76 R. Valentine 572 10-19176 Cz208. FineDggs of Flvash too low h,,_tt surface varied from average .

( mor. Specific _

e than 15% (,,

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PROJECT NAME Midland 1 & 2 7220 JOB NO. PAGE NCR NO. DATE DATE NCR NONCONFORMANCE DESCRIPTION / REMARKS DISPO. CLOSED CLOSED BY 573 10-19-76 NDE Procedu re PT-SR - 1. 2. Lioul d_p_g_n e t r a nt Use as is. Telex. 10-2"-76 A. L. Boulden Cert. Records are not up to Rev. I requirements 11 7 6 A. L. Boulden 574 10-20-76 M-106AC. Hanger rod delivered to jobsite not Doc.

threaded. No G-321-D for Shop Orde r E-ME-242. Use as is.

575 10-20-76 },1 - 104 A. Pipe _.sanoLSN-1062_22-601 A-276 delivered to the jobsite without G-321-D and Quality Verif. Doc, 3 coentat1l)n 576 10-22-7T- C-208. Concrete U ser Tests #31 & #32, ice not tested.

Use As Is 12-23-76 B.T. Cheek b77' 10-22-76 C-231. Unit #2 Exterior Wall Rebar omitted.

Use as is 11-19-76 D. L. Osborn 578 10-26-76 C-21l uStructural Barkfill materiaLaot tested on delivery dsle.

579 10-26-76 M- 2 0 4. Spray Header pipe spools 2GCB-001-S613-1 Rework gg T -'Z G G B - U u b- s b13- 1 came in contact wim sneatning. ~ Use as is F. Mahala 580 10-28-76 _c p al _ enrinc +nmnnrn+ urn droppna kninu mo one 'a h ouis_On_Ect2O(611 )h-2 on_10-22-76 4

Use as is 12-13-76 A. M. Torres 581 10-29-76 c-2al.

curine temperature dropped below 50 ror an

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inaatorminntn nmnunt of timn on Pour A(61h)h-3 Use as is - -

A. M. Torres

$82 10-29-76 M31 - enring temperaturn dropped belnw_50 ror an i na n tnmi n 2 +n nmnunt nr tima nn Pnnr A Use as is 12-13-76 A. M. Torres 583 10-29-76 E-21. Cable received without required (test 629.$)b' results Doc.

584 11-2-76 C-231. Curing temperature for grout fell below No noncon- 11-8-76 B. T. Cheek manufacturer's recommendation fo rma n ce 585 11-2-76 M-51. Gouge in nozzles #3 & #4, 2E-73B 586 11-4-76 M-204. Arc strikes on 2-GCB 006-7 R B Spray Pip.ine

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Std. Repair 12-6-76 C. Groat ,

587 11-4-76 C-233A. Welding._anidorvulentation. F-13637 embeds _ Doc.

Reject 12-2-76 R. A. Moray 588 11-4-76 M- 12 5C B r ok en handie7 to the manual operator. item Rework i

~ITE,-~11HCY-GUZMDTITIDX TR .

589 11-4-76 E-211. Curing _ temperature of grout. f ux Bldg _ Fler._ No noncon- 11 7 6 B. T. Check 5 84' 0". C . D. L_F lines forn.ance 590 11 7 6 C-208, intervals between cyl >nde a tpaken exceeded IUU~ya rd s. GCl 68 . a '

591 11 7 6 C-230. Slump and temperature tests exceeded so I . yard interval. CC(602. 3)a' '

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, , LOG OF NONCONFORMANCE REPORTS E '

PROJECT NAME Midland 1 & 2 7220 JOB NO. ' PAGE 2 3 4 5 NCR NO. DATE DATE NCR NONCONFORMANCE DESCRfPTION / REMARKS DISPO. CLOSED CLOSED BY 592 11 7 6 C-230. Air content for Pour C(619. Sla too hich.

593 11 7 6 C-38. G-3Z1-D and accompaning documentation not traceable to each other or the shear studs. _. a c .

594 11 7 6 Dwn. C- 19 5. Over 10% of the rebar were cut U.MQ when drilling anchor bolt holes at the CdV pump pads 595 11-10-76 Dwg . 617 Sh. 8. Cover pass of Fw 14Cl ucceded specified . tolerance. Weld va rie d 1 1/8" to 1 3/8' Use as is 12-29-76 P. W. R atter 596 11-10-76 _M - 10 6 A . . Details of bolt and nut materials sizes and No Noncon~ 12-6-76 clamp bolt nole sizes are not provided w/ hangers formance C. G roat 597 11-11-76 M- 120. 10" H BB-GT-2MO- 1760-R VE valve radio-graphs torn, bent, holes worn through.

598 11 7 6 M610 sht. 7. FW # 10. 10" FCB Class pipe welded with incorrect electrode Use as is 12-29-76 P. W. Ratter 599 11-12-76 C- 2 31. Aux Bidr- I'1evator shnft out of dimensions ner Dwn 7220-C-201 R ev. 6. '

600 11-12-76 M-92. Hole for_ mounting bolt drilled and reamed off R ework 11-29-76 from perpendiculdr. Unit nZ. R J- MeseY 601 11-12-76 M-92. Three bolts failed during installation, appear t be under-cut at transition. Unit #2. R eject 602 11-15-76 C-230. Temp. of concrete at placement too high.

Pour A(646)a Use as is 12-13-76 S. Gelnett 603 11-16-76 M- 104 A. N DE not pe rformed on weld "D", spool OH C C- 15 3 -S 50 6 1. R ework 11-18-76 P. M. Pitts 604 11-16-76 Hancer 4-2HCB-21-H1 installed omitting

~M "3 2 6I/4 fiiTM weTd. . Aux. Eldg. El. .' 80 8 0" 605 11-16-76 Dwg. C-219. Revision 8 of dwg. G-ZT9 omits'4-# 8 bars and 6-# 5 caps. Aux. Bldg. El. 584' @ 'G' & b.6 606 11-18-76 Dwg. C-202. 24" spacing for #b Rebar rather than ~

TZ" called out by Dwg. Aux. Bldg. El. bZ4'U" R epair 11-24-76 R. K. Siple 607 T1-ZZ-76 M- 106 A C. 3/19' made completely around the flanges and web of the item 8 to item 9 joint. Z-617-6-1 608 11-22-76 C-38. G-321-D not included in documentation for items on Incall's Steel Packing List V2182. Doc.

609 11-24-76 Jhec. c-273 nwg. called for installation or 6 711 Telex II 50-Io M, n roote

~

5 411 Bars were installed. Aux. Bldg. El 634' pJse As Is.

610 11-29-76 s I3A. F-16574 Rail Clamps, No Noncon- 12-Z0-76 H.Do n f content does not meet ASTM [ phosphourus A-Jb. formance "

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PROJECT NAME JOB NO. 50 PAGE 2 3 4 5 6 y

NCR NO. DATE DATE NCR NONCONFORMANCE DESCRIPTION / REMARKS DISPO. CLOSED CLOSED BY 611 12-1-76 M-I I S A. No cold springing i:istructions or Project No Noncon -

-Engineering authorization provided for 2ECB-0M-S-613-1 formance 12-7-76 F. Mahala 612 12-1-76 M - 120 A C. Defects discovered on va.lve weld prep a n d 1 3/8" b e l ow l a n d of i n s i d e be v e l R/ '-HtALHz, SN63ts 613 12-2-76 C -20_B. __ Con crele_sylind e rs '_i nitialsurin g_ts mp e r a t u r e Lower _than_alloyze_d_hy_ ASTM C- 31 & C- 3 9.

614 12-2-76 0-2 30. CC(693. 42)a' Conc rete tempe ratu re. air conten :'

aTd slump.

615 12-3-76 C-208. Cylinders removed from moldsfeil below minimum ternperature reauirement of 73. 47 3F 616 12-3-76 Dw . C-248. North and South embeds are 1-5/8" and Use as is 3 78' rom correct locations. Fuel Tilt Pit Et. 633'3r 617 12-3-76 M- 104A.___Sp_onL111CD- 16-S612- 3-3 delivered with an

_ unapproved submitial 618 '12-1-76 E-20 Documentation not received with weld neck flanges-Doc.

619 12-6-76 C-230. CC(640)a', Concrete temperature and slump out of limits for three batches.

620 12-7-76 C-231. Curing temperature dropped below 50" for _.

' 22 hou r s. AT6T475)b 621 12-7-76 _C-304 Shear connectors fabricated contrary to the

rdent s of of AWS DI.l.-72 Sec. 3 R ework 12-15-76 R. Valentine 622 12-7-76 rC-cY3 3. W e s t en d of'W Ff464~~$ 1TillTlia s a c ra c k in Std.

_ the web @ re-entrant corner. Aux. Bld g. 21. 6841 Repair 623 12-7-76 _C-230 & Concrete slump of 9" for one yd. Pour # -

C(593. 5)c and CT607)b M-104A. Unclear Documentation received for gaskets.

624 12-9-76 _

WR gaskets rec instead of R 3, R4, or CG gaskets.

625 12- 8-76 M-104A. Unclear Documentation received for gaskets.

Spiraltallicaity.le_.913_ gaskets rec._instead of R 3.R 4.CG. '

626 12-9-76 G-230. Flyash content of 8 c.y. of concrete has

' higher than allowable limit. Pour # Y(590Ta 627 12-9-76 Beams have copes that are cut past the noint of Std.

tang enc y. C-38 AC R epair 628 12-9-76 _.C-38 Re-entraat corners cut past the noint of -

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tannaracy.

629 1-#10 rebar installe 'nstead of a It11 * " ^ *

Te d $-76 12-15-76 Dwg. C-326. A . La cn

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t left side of Eauip. Hatch. Cont. #1 El. 64 2'7"

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LOG OF NONCONFORMANCE REPORTS I

b 1 PROJECT N AME Midland 7220 a 51 JOB NO. PAGE 2 3 4 5 7

NCR NO. DATE DATE NCR NONCONFORMANCE DESCRIPTION / REMARKS DISPO. CLOSED CLOSED BY 630 12-15-76 C-231. Curine of concrete ex environment on Pour A(634,5) posed c to outside 631 12-15-76 C-233A. PO- 14441 Ouality verification documenta-tion not received for 17 embeds. 33c-632 12-15-76 C-233 A. PO- 14061 Quality verfication documenta- 33c, tion not received for 4 embeds.

633 '

12-15-76 M- 104 A. Lamons WR Gaskets sent instead of R3, R4, and CG Gaskets. Indeterminate doc. requirements 634 12-16-76 M- 1. 4. Packaging and Grating inadequate; iamaged CDRM Subassemblies.

635 12-16-76 C-233A. Pedestal welds on two .44 ' embeds have ~

insufficient 5/8" fillets. P O- 13 6 r, 636 12-17-76 14-104A. Linear indications on Spool Piece 1-HCB-2-610-to %,n1 a r, -+ -e m n, 9 hy o/1 A" 637 12-17-76 C. 3'9. Tebar received was not fabricated to correct Drawing. No Noncon- 12-29-76 C-39-Y4-4 J. R. Slifer 638 12-20-76 M lok A- AP_ Pipe Spon1n delivered to the iobsite ut+h nn dociennnt hnon ine4dp the ennnin 639 12-20-76 c-3A c- 391 n ' c ran'a enr n+nac and c+aal ra41= -

not traceakla to neco-nnnin 640 12-21-76 C-208. Concrete cylinhers'g' dac curing _ ortemperature

- ari a' out of rec.uired ranges.

641

~

12-23-76 M- 104 A. Spool 2 EBB-14-S634-1-7 received without desiccant, and with contaminates.

642 12-23-76 C-208. Slump test exceeded 35cv interval. Pour #

C C(673.1 )b' 643 12-23-76 M- 106 Pipe clagip holes drilled off center.

644 12-23-76 C-306. Two rebar cut upon installation of hanger 10- l FC B H2 645 12-27-76_ C _21Q. Flvash content low for ona Rntch Ticket' pnnr SWI(609)ar 646 12E7 -76 C-231. Curing te-merature of South portions of valls dropped to 13" for 4 hours4.62963e-5 days 0.00111 hours 6.613757e-6 weeks 1.522e-6 months . Aiut. Bln. Wills 195 & 19W

~

647 12- 27-76 r 031- c""ing tamna"at"" nf Le i bhan" '"n " e '

Mrnnnoa hninu Gnu -

648 12-Z9-76 M"IO6AG. Hanger fabricated to Level 9 sketch -

... Carbonsteel plate fabricated to T incorrect dimen.

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NONCONFORMANCE REPORT '

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Procedure FPG-3, Rev. 2, Paragraph 8.3.2(h) states in part, " Level D items may be stored, outdoors in an area marked, and designated for storage, which is well drained, perferably_ gravel covered or raved.

_and located a reasonable distance frcm the actual construction ar_ea_twoanLt_raffic 7a.c i m -p v ., eo that_poss_ihinty_of anmnge frca construction equipment is minimized".

by construction equipment. Nonconformnnce Contrary to thefield noted during above, inspection. _cn:r "Q"bundles No. is 1.107 o-f semi- ffh rigid sheathing dniiie ., . , AG,J men u. - 7, -:~ C,. ,,1J(Uf% <fwW

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Mbe.iect the nonconforming sections of the sheathing mentioned above which *M 8 / 8 6 -// 9?' M f. d r d s M M 4

. s/ damaged on the end. The damnged ends will be cut off prior to installation and

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( discardtd..... Imp 1_e_ mentation to be accomplished prior to installation. 4

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Erge NONCONFORMANCE REPORT' * * " * " "

a ee.. .. re. .m.w bpeC. inev. r. rmosact no. .a nerontto av as. oeseos.v.

_Z.220-C-230

!6 7220 bM-M M' o. ram~~~ j "'o - "3concuamancey

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Champion Inc.. Midland Michigan .r.- 3o Subcontracto r

. S. Mou T.NG .Ns TR uCT.ot.s. Q Rout E To F.ELo ENG.NE E M.NG O RourE to M.T E R..o suer my.som

.s Mop.Coe.FoM M.NG CoMo.rloN :

S ection_L4.Lu f_S p e p.cifica w a.a tionx.n.

_1227v Q-C-- <230. ?- <a,_Re v . 6 sta_tas_that_pozzolans_sha_ll_ conform to ASTM C-618-72 in enble 2 requires _that_theJ-ines* Value_be_not_i_ess_than_6.500 cm2/cm _

3 . Contrary to the above.

[4 E N Uf flyash sampled on 4-15-76 was reported as 5654 cm2/cm3 Nonconformance noted during routine users

__testint of_ mate _ rials. "0" list numbers are liiOS and 1.205. No hold tags applied.

- O r.<'o o'sros no" Dr.<'o as co==r aoa r.oaraours to raosect =>.G.ar aa.aG a. . c.a to a.sease r.o esui.v s.

1'sc_.as_isL _for_the time _ncrled_.4/_15/_M_ts 3221/76 a total of 1237 c.y. of concrete _._

_was hatched and of this total 313 c.v. was "0" listed. Seven day cylinder tests in-dicate no abnornal strength or strength developnent, sud no unusual air content pro-4 blems were encountered during this period. The flyash renaining in the batch plant r.ilo has been o i e r- r o.1 nna v..nnt.oa rvnn -ry The supplier. "ichinan Anh Sale <. b n ,-

22 E NG.NE E M .NG o.sPos.T .oM 3 3. E NG .p.E E .MG o.sPos.T .oM RE suLes ;

1) Concrets_ placement C(635_)c' will_not be dispositioned in this NCR because u it is not 0-lis_teL _see Drawing C-428.

2) Concrete placements 4(646.75)a' and CC(593.5)F have not been detrimentally affected by the subject pozzolan, and may be "used as is," based on the folloving:

(continued on attached sheet) / 7,,-M /, _/_/

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to J. F. Ilewgen

,fmh n, .. Dec m:ner 21. It76 4

Sa.es Midland Plant Units 1 6 2 e .om a. I.,

Job 7220 Honconformance Report CgjEeleiErik

9 $ isP,'ll$"Y No. 412 o,

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. Cn n u. File: 0274, 0545, C.0 45

5

' ' * ' ' .' :' ', N AmeArb n5CMEL pcwzn . c Rafarencea,: 1) BLlit-1075 duced 12-6-76 JOR 722a ren - -

2) J. Coricy Icteer to J. F. Tievgen dated 11-17-76 (1697Q'.7ti)

In response to nefe:cnce 1 and after re. view of Hoference 7. Project Engineering'n Dicposicion in Ulock 23 of NCR No. 412 in b roby Yevised to read: ~

Concreto placernents A(646.75)a', CC(593.5)P =1 C(635)c' have not been detriuentally affected by

' the subject pozzolan, and .ay be "used as is" based on the fo11ovina:

( O a) Concrete containing po: olen with a minimum

- fineness of 5654 c: 22 fen 3 vill have Jose total fineness (catant plua pos:olan) than concrete l g

containing pozzol;n with a rainimuta fineness of 6500 cm2 /cm3, and consequently, vill tend to gain early strength sicver. 11ovever, s review of the 7, 25 and 90 day cencrete cy-i linder breaks show that they have fall,en vithin acceptable limito. In cddiciern 4.0 the foregoin3, for pour C(635)c', the Fjeld chose to use an E-2, 6000 psi =ix in lieu of the required C-2, 4000 pui nix and therefore the' strength of the in-place concrete exceeds design strength requirements.

b) A decrease in pozzolon fine =ess vill also increase the enount of free water in the Tid?

concrete, thereby af fecting the ar.ount of '$',. " N drying shrinka?.e. However, the c. count of ~'

free water is checkad by thu slung testa which were all acceptable. 2 ccousa the

/-

((h .I slu::ip values are .- eeptable. drylag shrinkage will not be adversely offected. .

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s liEBC- 13613r Pdge 2 The folleving ic provided for infor::at!.cn:

Piscesent S0 day test Slu p at sim a guchn;t.,/

-h. results b:.tch l ne , .,um' ...

A(646.75)a' 6210 psi 4" 3 if4n 5930 4a

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CC(593.5)F 6615 pai a 1/4" C(635)c' 5860 psi 4" 21/4'i

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2. LJR AWBNG/PA RY NO. ' R E V.

e 7 PROJE C T NO.

,, 9 g"p"p {

92 R E PO R T Q DATE 25. DasPOSITeore CONCUR RE CE 7a20-u-616 sh!45 M lt)i 2

s. eTau DEscRePreON 7220

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1HBC-'.33-S616-7-6

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N'T Grinnell, Kernersville, NC iT E u O NO Supplier

.. Rout nG .NsT RucT.ONs o route TO u.T E mi.u supe Rv..OR ,

GROUT E TO r.Eto ENG NE E R.NG 93 NONCONrORMING CONDITtON:

C:pnc i f'i nn M nn 7?pn M-pol. referenced by PIL7220-M-101 AC. states in vart (Pararraph 9.1) 4 n n11 cT. chn11 netnklinh nna maintnin a nyntem f'nr the control of quality dur.iug fabri_q_ation and shipping !

vhich vill ansure that all materials includinn purchased and subcontracted items, conform to these specifications.

This system shall be organized in such a manner that it vill be possible to relate every component of the finished spool to its fabrication history."

23 FtELD DtSPO5tTSON Cont. pg 2 OFIELD RE COMMEND ATION/ ROUT E TO PROJECT ENG9NE ER9NG 29. FtELD DISPOSITeON RESULT $t Material Supervisor to obtain materials record from vendor identifying spool p f,y m fg g p a g o 1HBC-133-S616-7-6. pgcg,go jg pa e _ A f f $lhh / /b/ W/e-

Y NA'Zw lQLN ?-AT~M E7Wh-dk /2/W76 22 E NGINE E RING DisPOSOT.O N h{ WjflL3 ' 7 - W '7 (o 2 3. E NG tN E E R ING OtEPOS.T SON RESu LTS:

e I

24. 83 DESIGN CN ANGE REQUIRED S1 ION ""N C NO O 2 .CCEP [ ,

O T E . .EE .TyacNED, ,,,,,,,, ,.

DR AWING REV. DCN k ,f)g w d l }

. ,v..r... ....... ,;..,,,- l iPEC. REv. ADD .

t e . e-White Copy - Originator G C-G a-2 Canary Copy - Field Engineer Pink Copy - POAE Goldenrod Copy - OC li - __

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.- N NONCONFORMANCE REPORT

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1. Prrject Name Job No. 19. 20.

No.501 Page l of 1 Midland 7220

2. Unit (s) 3. Drawing /Part No. Rev 4 Item Description 5. Item t.ocation Gommon C-202 5 Heinforcing Steel Aux. Bldg. Elev. 614 C. P.o. Or Spec No. 7. Serial No. 8. Replacement Part

,,, 9. Source 10. Contractor / Supplier

__R/A N/A " AM) a E v

- " #/d- conntntclion n/A

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11. Inspection Criteria iR No. N/A 12. ASME AUTHORI2ED 33. SKETCH ATTACNED 14. Discovered During 15. Equip Furnished By QOWG OSPEC DoTNra NO. C PN

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'" Ovn >' DaEC:G OCONST O TEST OCoiENT QENG gr'D

16. Nonconforming Condition: 24. Dispositioq%oncurrence ,cl Section E on Drawing C-220 shows 4 d5 Bars in the Beam between + y The Hatch Opening and Stairvell. The h Dow lskor, .thdte baf]s, are not embedded in 4

7{**N [C . REWORM/"NEJECT R E P A L_RJ USE AS 89 zwce .

D Line, 3'-9"Eastof6.6Line,atElev.61h- anditisnNpossibletodetermine' hlI l) r, r el NM-Y6 V DATE

'- > - Ko$ . 7 (c'ld tags applied. ' ROJECT FIERId f.riGr'NEER the need for these Dowels. 'Q' number is 1.203. Mu. ./ -

), sc-M -76

, T ENGINEEd DATE (l at ;w 4 5 % '_ ./00f?j

_lI'JMMh. . .

.a ' J .* 5 b * 'w' ** ERC/J/DT CONSTR QC ENGINEER DATE

. , n ~ e-+- seu s .- ~ .

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/' AUTHORIZED 0NSPECTOR DATE por w ( Date 18. V

. . . . .. >= we '

Date 25. Disposition Results

~

A17.2,7/N.Bn/k> ' V8 1s-76 %/ alidatedky0N

d , EMS -74 2[ Routing O TO FIELD ENGINEERING Q' TO OTHERS'(SPECIFY) t0lh 11 0 M.V1 G T T O <

@lER.D E NGINEERING RECOMMENDE D DISPOSITION TO PROJECT ENGEN E ER0NG .yy

22. OField Engineering Disposition Route to Project Engineering for disposition, ,/ j j_[ M{ (( g _g

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23. Project Engmeering Disposition l Fie-ld to provide 4-#5 drilled dowels into D line vall for the beam bars.

Embedment lengths & Inp splicen of bars shn11 he_per note 'l o f Dug. C '111 (O) . Rev.4 .

Manufacturer's instructions on arouting shall be followed. No safety implications 1

are involved.

, o, -

g oc , eptance j $4suwv / (

N_. ts Je QC ENGBNEER DA i l A UTHO RIZ E D INSPECTO R ,

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NONCONFORMANCE REPORT Job No. 19. 20. l

1. Project Name No. Page 1 of I Mitil_and 7220 ,

3. Drawmg/REE EE Rev 4. Item Description 5. Item 1.ocation Aux. Bldg.

2. Unitis) .

5 Reinforcing Steel 614'0" @ Const. Openin6

_qpemon 7220-C-2']2 10. Contractor / Supplier

7. Serial No. 8. Replacement Part ,g, 9. Source

3. P.O. Or Spec No.

N/A N/A r/N N/A REv _ N O. Construction N/A SKETCH ATTACHED 14. Discovered During 15. Equip Furnished By

11. Inspection Criteria ,, No N/A i 2. ASME A UT Hr)RI Z E D g 3.

NM 0 M9 O'vEs"'""*EN0 Ovu Q" DaEC:G OcoNsT - O TEST OCLiENT MENG OrLo DOWG OsPEc OUTHER NO.

16. Nonconforming Condition: fk# ///Mf6 Unte 4, % nn drawing 7920-C 20P; Rev. 5 staten- "Rinb devel to

24. Desposition Concurrence

__ REWORK R EJ E CT R E P AI R tJSE AS IS

[

mntrh clnh reinfnvr ino unl enn noted nthervine." . ~4 o 1 / - v3T D .

r'nn trn ry in the_nhnve 1 #Ii dnvel at El ev. 61 It ' O" , 19'O" ennt nf 6.2 line nnd 11'0" _

'4/f . [ 7[

v PROJECT FIELD N GI N E E R D T /

7 nnuth nf 'R' lino; nt the temnnrnrv ennntrurtinn npeni no i n hrnken _ "

P O f

E NGI N E E R .d 7

'Q' List No. 1 90'4 OnfHold.. tag applied. e /ET8 O__DATE? CO'76 PRosECT CONSTR QC ENdfMEER DATE

/ / //

{ AUTHORIZED INSPECTOR DATE Date 25. Disposetion Results

17. Date 8

Reported fy/ -

T-/- N 18@.

s Valtated By%ldt 9 z ^6 21, (cling Q TO FIELO EN GINEE RtNG ] .TOdf7HE RS (SPECtfYl v k n OALG Cr u PLi=rt D 4 OF3 ELD ENGINEERING RECOMMENDED DISPOSITION TO PROJECT ENGINEERING ,b Lxc zL

22. [ Field Engineering Desposition Pan _ .t Drill 1 1-5/8"(min.)diaruterhole to a depth so that a splice length - f'e O /'

N_ r/ I_ ly w sws s I Z -2.-26 _

(2'7") can be maintained with existing brcken dowel. Fill hole with non-shrink' grout (embeco 636) and set #5 dowel. g // M f e-r-yg ObMu 4 ;/+ 9/J/n w / p

23. Project Engineering Disposition G

~ i

~OC ENGENEER AUTHORIZED INSPECTOR i

._ < . _ _ _ m __

L .. u.. - _ _ _ _ . . __ _ . . & ..

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,NONCONFORMANCE REPORT

.-C4.

1. ,PrIject Name Job No. 19.

517 20.

p.,e L o, M pf h41dland _ Units 1 8t_2 7220 N o. fi 2' Unit (s) 3. Drawmg/Part No. M-2 "*' d- 5- '*c* a

" D'''

" De c ay He at R emoval h '*

$1 R, 2 I F 60 A _ R F, 2 F 60 A B 6 Her t_fachangers Elev. 584 Aux,__ Bldg,_

6. P.O. Or Spec No. 7. 8. Re 9. Source 10. Contractor / Supplier placement PartN/g" u1 '1 R dh riaibNo. N "'" "Ev Supplier B_& W NPG (Atlas Ind. Mfg Co.)

11. Inspection Criteria ,, no. n u _1_ M1_1 R s z. AsME AuTNORIzzo 33. sxETCs ArvACgEo 14, Discovered During 15. Equip Furnished By QOWG O SPEC O TNER

~

N O. R u O' .gv Es"'**EYdMT 3'" U" DaEC:G &cONsT O YEsT GcLiEnT DENG OrLo

13. Nonconforming Condition: @N 24. Disposstion Concurrence Slotte_d_ Support Feet of Decav Heat Removal Heat Exchanners REWORK R EJE CT REPAIR USE AS Is as furnished do not_agrAe_in_c_o_njf euration or dimensions with details shown on x Vendpr_Drayzing M1.18-1-4_( Atlas Mfg. D-3287-6 Rev. 6) resulting in mismatch W _'md PR CT FIELD ENGINEER

_/c2 DATE

/ M76 ' '

tir(( h g 1 O (( g d E l n g r O g C [ d S lj d p Ep2 P$n{ kSSemblina.__See attached aketches for _

PR ENGINEER 4 DATE e'A>Jg 6 f/- /2 0-76 dirnensional di_ acrnnancies_with rhyg. M1.18-1 4_ Reference _Dyvg. C-19511e.r._3 <

& PR T CONSTR OC VGINEER fnr detniin of Flouropold Assemblies. Four OC Hold Taps annlind. '

sis _ l A/.44 lD t- 6 m

~

Authcidi 2 E D INbPECTOI DATE' \'

s fi b 1

ported Date 18. Validat '

Date 25. Disposition Results

/ JA OH ~ ~

. $[tJCDd t l>J Td8 SL C73 CoC "_

2i. Routing' O TO FlELD ENGINEE Rifd G Q TO OTNERs (SPECIFY)

B&W nf A v/'poxrs for Ydf

22. OField Engineering Disposition OFIELD ENGINEERING RECOMMENDED Di$ POSITION TO PHOJECT ENGINEERING

^ DCcAY NF/IT* $fos fwdl-

[ "The slots of the supports for the Decay Heat Coolers are reptoh be rwaria.is)necessary //ggy-Evaa/ age,cs use

\

to meet the requirements of B&W drawing #02-520 tid-06 ( Atlas drawing #D3287-6, Rev. 6 ) . gggs ogzg7go,5g7 dEAgoz-A The foundation slot holes are required to be in accordance with the drawing because ft,y g,,,g, uggy mp pm2/-

of the expansion and contraction of the Cooler during heat-up and cool-down." % y3 c,gj3f'p/ w y,gg '

Ref: J. W. Marshall (B&W) to J. F. flewgen letter ' dated 11/30/76 attached.)

( -(23. # g gogg-g,_

jggg Proseci Engineering Disposition

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NCR 517

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DATE . . _ _ _ . _ . . . . . ..t' . _ . . .

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' i e,* l MEMORANDUM 9 g' so NCR 517

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NCR '17 5 ,

Babcock &Wilcox '

etw Conmoaico Companl 1 Copley. Ohio 44321 Telephone:(216) 666-834 3'

' 'q Bechtel Power Corporation November. 30,1976 P. O. Box 2167 Midland, Michigan 48640 .f '

b Attention Mr. J.F. Newgen

Re: Midland Project 4 7220 '~

Non-conformance Report ." 517

Decay Heat Removal Heat .

Exchangers v

Dear Mr. Newgen:

l

. b The following resolution is recommended for disposition of Non-confomance ,

Report # 5t7 covering the Decay Heat Removal Heat Exchangers:

0 "The slots of the supports for the Decay Heat Ccolers are to be repaired as '

necessary to meet the requirements of B & W drawing # 02-520hND-06 ( Atlas ;

drawing " D3287-6, Rev 6 ). The foundation slot holes are required to be in i

' tecordance with the drawing because of the expansion and contraction of th'e Cooler during heat-up and cool-down'.'

k'e' vill remain available for assistance throughout performance of this work.

9 9

J.W. Ma shall fC

, JM/jm cc. i T.C. Cooke A.W. DePatie C.E. Mahaney o E. Carlson b

l 1m 09 6

The Babcock & Wilcox Company Power Cencration Divisn

l L_ = - =_ _ L - ._ _ w . w

. _ -s _s n -- - .- .. . . . - _ - -

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)

( A- ~

NONCONFORMANCE REPORT 1 Project Name Job No.

" 19. 20.

O ,e

" - WR "* l '

2. Unit (s) 3. Drawing /Part No. Rev 4. Item Description 5- "'"'*****"

Spool Piecee M I96 7 C l 7?20-M-610 sheet S 4/F3 1GCE-25-S610-5-6 anWS_252610 e

Aur. Blag. Eley 578 _

g. 9,G Ge Spec No. 7. Serial No. 8. Replacement Part 3g, 9. Source 10. Contractor / Supplier '

7220-M-20h N/A */" N/A aEvM/A N o- U/A Con _strueliAn N/A

11. Inspection Cnteria ,, no ~ s r. ASME AUTHORlZED g3 SMETCH ATTACHED 14. Descovered During ' . . . 15. Equip Furnished By INSPECTION R E Q:D Q y gg " '

OoWG OSPEC DoraER NO P M M- M t3aY. 4 O vES ONO DaEC:G OCONST O TEST OCt ENT GENG Or'D

16. Nonconforming Condition: 24. Desposit.on Concurrence REWORM R EJ E CT REPABR USE AS 95 brushing _shall be dsne only with_A.tainlesa_ s steel brushes. s Such brushes u _shall_not ~ V have been previously__used on other material." Contrary to the above. spop1 vieces._ I 9/ze/ic pisCM E7l'$ dis- JDATE /h4/h PROJECT F0E D ENGINEE 1GCB-25-S610-5-6 and-4 Gen-25-8610-5 g at field veld 97_has evidence of rust on ', _#em

, Sy 4 P 'E T ENG0NEER

-DATE

//- i- 7L bothspoolpiecesindicatingimproperequipmentwasusedduringfinalcleaningofth6p" 6wMI / / M V'A 7 8 2(( "I/*'"//. M A completed veld area.

Ab[HO R 0 Z E D I P/SPE CTOR DATE OC Hold Taas applied. I '

25. Disposition Results

/b['Date %/Fn

' 17. Rxported By 18. V . Date wk 2 . RI'uting S TO FIELD ENGINEERING

% I 03 4-/7'7b c;em w nu m n

. C TO ((E RS (SPECIFY)

/ // Sb'i'* \ SEAG.TQB ILY RE ty1QnGD .,

22. OField Engineering Disposition MFIE LD E NG9 NEE RING R EdOMM E N DED DISPOSIT ON TO PROJECT ENGIN EERING F Ron F V 3*7. Vong _

Sp:cification 7220-M-204 does not contain instruction for reaval of rust in the / aupu -rc As FEE .

rebova case. or___al___ um oxide Gl.5F05, nce/ _ /5'I [L_

buffing wheel FieldEngineeringrecommendsusingasilicohg[ik to remove surface rust from W# 37. Ar/ x 9 "2/-26_ /M/7/76 64[ e mO ' 9 -2 f-7 6 v -

23. Project Engineering Desposition Surface rust resulting from improper cleaning does not affect the veld integrity.

_ Engineering _concura_with field dispositinn nna reenmmenda time of n nressen aluminum oxide buffing wheel for rust removal. *

&,d.h2 f)'! . _ Y E J A H 4'7f.-

<,./

- p"c";w s._

_ "CLEO~" DAT Se Gk _

j __

AUTHORIZED $NSPECTOR

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s- = , ,

NONCONFORMANCE REPORT Project Name

1. Job No. 19.

NI 20.

Page l of gs$let:/7' Midland 7220 N o.

2. Unst(s) 3. Drawing % Rev 4 Item Description 5. item Location Unit 2 F7220-C233A-IR-E18-5 5 2" x 3" x 4" Plate QC "Old-Area ./n

6. *n n- Spec No. 7. Serial No. 8. Replacement 'Part 9. Source

,,, 10. Contractor / Supplier ONef f I2t/VF C-233A N/4 P/ M REv N O. Engineering Inland Ryerson ^ "A #M /sm ,,/. f/r

11. Inspection Criteria eR R-1.OO-299 u. AsME auTHOaizEn

. > . sxETCH ATTACHED 14. D.icovered During 15. Equip Furnished By

@ OWG OsPEC DoTH ER NO. NO'he M wk 3 _

O'vEs "ENO N'" efly4gu@ REC:G OCOMsT O Test DC L' E i.T_DE. G G r'o

16. Nonconforming Condition: 24. Desposition Concurrence REWORK REJECT RE P AIR UsE As es different dimensions for the same part. c rwdra SectionEga.

v s, 0 Indicates ..s N one plate 2" x 3" x 4" ~

g attached to part 1C2 while Section -B- indicates the plat : o be 1 3/4". Thisplate) _ _ swW Gl N E E R JOdj DATE was delivered to the jobsite 2" x 3" x 4". Due to the dwg. discrepancy the status " PROJECT FIELUE PRD CT ENGINEER . DATE of this plate is indeterminate. See Attachment A & B. ,ydF@

w p/3 '/1 fR JECT CONsTR QC ENGINEER DATE Nonconformance noted during receipt inspection. "Q" numler is 1.101, Hold / u

"" '" ~

nending final disposition. / hold tag (s) applied.

17. Repo ed y Date 18. Validate y4 Date 25. Dispdsetion Results

/O & $ b W1Wfr

21. Routing S TO FIELD ENGINEE RING

'7kil76 W W/

Qi TO OTHERs (SPECDPV)

Y- 9-M'7$. Dck'v*- 4; ic Dptw s C%2L NN 8(& NCEfLib0 Lieff LH

22. DField Engineering Disposition OFIELD EN GIN EERING RECOMM EN DE D De sPOsITION TO PROJECT E N GIN EE RING S HCs+'S o??G W /'CCT /NfC h Material has becr, shippcd ar.d is aeeeptable. A DGf' will M reaueMed +c dclcte 4 _ es c 7.:wi.

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23.

Revision on paae 4.

Project Engineering Disposition

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( NONCONFORMANCE REPORT

l. Job No. 19. 20.

Prbect Namedland Units 1 and 2 7220 No. 538 p ,, L, 4

2. un' it M 3. Drawing /Part No, 4- ""

M619 ch 7 , . " *" "Ption Nuclear Qlass 3 '

1 1-HBC-87-S619-7-2 r,:r , Carbon Steel pipe Fabrication ,$4SS6 RPh"'*9- *'"N ' "7 S. P.O. Or Spot No. 7. Serial No. 8. Replacement Part 9. Source 10. Contractor / Suppl er 7220-M10h-A-C N/A pin M/A REv N O. Supplier ITT Grinnell Kernersville, N.C.

11. Inspection Criteria 82. ASME AUTHORIZED en no 13. $METCH ATTACHED 14. Descovered Dug s 15. Equip Furnished By

@ OwG OsPEC @OTHER NQppQapd11TVb SS.I'Y h-8 ( v Es CNO ORETG d7ND 'Y. Y, v s'i O c ci E N T OE N G D'D

12. Nonconforming Condition:

Specification 7220 M-201-Rev 7, para 9.1 states in part 2s. Deposit.on concunenc.

"The seller shall establish and mnintain a system for the control of Quality during "'" "" "c' " ' " ^ ' " " ' ' ^ ' ' '

b o e. 1 fabrication and shipping which will assure that all materials, including purchased and cubcontracted items, conform to these specifications. This system shall be organized # "" ' ' '" D'"

(f/JhM- j,/,e/(

P C.E E NGIN E DATE in such a manner that it will be possible to relate every component of the finished M dRQ4J/s,ou dE'y- p-575 spool to its fabrication history." In compliance with the above requirements, #

""Ef,' "I'". 7d"['""" f r-^/'q b ITT Grinnell specification SS-KV-19-8 section X, para. 72.B.h requires a weld / fitting ^ " " '"'" " ^

17. Reported By Date 18. Validatett By ,e Date 25. Dispositeon Results

21. Routing

/ *) $ hk h

M '.0 f " ~

f dt)l M D b W JhAl/248 f $

O~TO FlE LD EN GI N EE R8N G Q TO OINEHS V

(SPECIFY) #[

II 2(Cfls/60 $$ N/?

22. Of teld Engineering Disposition O FsE LD ENGINEERING R ECOMM ENDE D DISPO5s f 80N TO PROJECT E NGINE E RING 5/840 $^/6/WMf/W8 Route to Procurement Supervisor to obtain a revised shop traveler showing the Ofge,77w, correct spool mark number. _ , #M[n-dA a4#6 W E & & $ *V $< l Y /O- /- 76 IO~l '7 b

23. Project Engineering Deposition

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SPEC. SUPPLEtlEtJT* y CC go,,lg ggys, J.t,.'ry.- k,;.n ; l9;.i j. t> N id' gy. t . 9 i INSPECT P

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[ *

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ll:t S lu.wlJ9 -

ww 40 tact.4 ~ s. J Q l u. w J 9 -

wwad -*

i D H S ! ui. J q j ; --

( m.NI+ )

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RADIO-GR!TIELL ATP. OCl -k . -

l - -

AtrTH. ima OC l -5 - -

GRAPHY ' l -

CU:Tro:'Cn APP. -\ \

LP.

TEST 0{& nooY CC -

nut.t oC Q.. y t..n.ulj.,,,...;.lS.,c.,,, ~

, S .g .p(,

IA ATERI AL DATA SK IbbTITY i nce. n;.m. utt.r reo. l:,rP i f. TAT'L l r,v..

rn l YlELD nct.r/ Lor t:o.

O M ".S M S P tr '. (',-13 [1,1Cea

? ; et ?'.~. V j'1 !~ 9 LS . t { ;fy ,is t..nOf

D -Do-Q n vi 0 ~_N - .5i s9 s .1 o.co o '!5' l c7 ciy' i ris, % 'O% g,yy

). o c.fe ci Q ,, ?l] /* 7 s E,g.) > ,

'!* / ' '

.k__,)

_Q3c~:n.) 9 C 't. Roe E '

a :1 i pt:ze. gi , solgo,,n y,'t,,

._O -pc- ci i. w c %

ci,sc3 Y

Q % is c ~ e i7..:. m ,_

i.: sun yy ain m t_ ;

u,, .cca a '

if p,,, y O

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, ,,,, (1% . i n'% , , nm) !

u. . . ;

.-- .. . C 'l 1!' 'i. ' Q!.L.'.:. '. 1 'L,?.__ . ':,, _ - ,f(

_._ . I tut a u.n PRCC C '; C 'XTA # y 1/<. , i ,'.,' ', . ,,t j; C' '.// '. '/L/[.,_h.'L'.d,d

%o.-.,.:s est.n!)lA r.-- xe, u.vi

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q , . ,y ^ - -

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.:7

(! _ ,- AIM li!)

i If ACill' "C " Lt;; , /,i;:) ylAL,L yj p0;*,*T.:S OF O.'JM Ci,'!y.i. -

I'/-)

. FINht Appnovat /' 7' carg_ 4 /R'./7 '

t CL'S T0".CR APN:0.'AL - _. D?.T E M .n'i. CAntr. licvision riu'tDER i. tott. OE dtown.

).. c- (& . y,

. NCRJ38_ P ga 4 df 4 d (' / -._

.. FOlt\1 NPI'-l 1)ATA lil:PuitT Fult- F \l:ll!C \TCII NI CI.1:MI Pfl' INT," Sheet 1 or / ' *

(A.. lire;.nre.11 y ilu Pibi .iunt, nf tini AMIE C ute lin!cs)

-.....~.....-=-n=.--.=e.=====-..=..==. Incht r.',r .-..=r.=-..

m 3. r. .,n ...a by ME.O rlMMd 1 e__

(N.me ,a A n,t.al..P e . .. f r n ipi ... . rc..,,,_.In

.. . c,d., No. '7021 a' p,97ne ra ,. n e , ;;, c ,

1.

r.orie.ied io, ._I2cchtcLC orporati cu,m o,nand A.. ev e Ann,.

..i I.rbor, Fd chion_ order No. 1220-M-104 A-dC I

3, n,,,,, Con.c.unero Power Co. 4 r.oe aHon of P! ant _ hb dDUd s._b.Ii.Chifj}!1

=

hrR vrc's b ]/U/ P

s. re ning s..ie,i raentific.iion

, g ,, ,, ,,,, ,,,, ,,.,,, , ,,,

c.)n,...tgNo. 7 P- A 2N rerr.rea by TPP Grig.nell In. isplal Pip.inr. Inc.

(h) Nellenet lioerd Nu, I_71'

s. o..iro Condnion. of Piring ?I/A r ia . .-_I.I/A or I 3re s s ures ( T emp.)

7 The meteriel, design, construetten, enJ wert a anship eemplie s siih ASME Code Section !!!. Close i

~

toni. 1971

.#dden.s n te _S_n er 19_D ,C.,s,. N/A I t

e Remetlis: Manuforturers' Dets Report s preperty identified and signed by Coerenis<ioneJ fngpectors have been furnished for the folle* Leg items of this report (Neme of Part,- !!em ' number. Vanuf acturer's name, anet IJentifying stamp) l

_Eup dece w % ce --- .2 ---DMdne t 3 'l V ---Bill (s) cf Material

s. se..e u, a,e.t.u. r, .i Ft.cid v . t.- 4 .

e r.n.

m e

9. !),ecription of piping insp*cted O .* b* *

.i s r.c. - n om. cire s.,l m i .,.a ud e - ,n..w no. - m .

.e,

" e - schedo:e or ihic kne..- eer4th ,

(,

l' )

Soc Attached Sheets '

-Ttard s - lleng e s. e t c.) ,

8 r

CElrilflCX110N OF DE5IGN (ullEN Al'P!ICAllLE)

Dealgn Inferrnstloft on file et 'I/A sire.. .n.iysi. eeport on fire .i TA Design speelficatione certified by 'I./A

_ (1) Prof. Eng. $. ate 'J/A Reg.No. ' 'I/A Strese analygle report ceristied bv N/A - - - -

(t) Prof. Fng. state N/A R eg. N r N/A (t) signature not required. !!st nemt only.

We certify that the statement s made in tbi, eerert are cerrect and that thle Fahr eJ1 nn cenforms to tie rules cf cen.

.trucHon of the AFME Coae Seetinn lit. Ii CT4 n!

o.i e _ --)._c 4 g Indus rial t}?ll signed gg. .g, ipirg, Inc. is- - - - -

w ,-

/

tiv 7 Certifieste vf Autheritation F erfre e 1 '..- C ertif ic ci e o f Aut5 cetr at ien No. _ /. '

CElilll ICA II: Of' pil0P l'- ^!'I'O 'ON I the uat tereigned. hof.fing a valid compu e s ten is sued bs !

f r the National Dodnt of I .h e and Pres o uar Ve s s e! I-e rec t ore er.,t/or the %

St.ste er Pro vins e of_ /. I. . b t,_ __ we.a e r.ug h g ea b.+ cf .lI: rf. ford, _CT .

f f hwe in r. .a ihe ricing e .e,th d in ihs n.t. R,c,,, e, /cf . t. _y .p. .,d e .. .

. it.. t,.,h,i.... nf , u .i.a.,

yi ' an i i ne i n., u m.f c tur,, h e .

n, t,o. t a it.( rw.,c i, . e e. i..n. , mti, to , r. i h ae se.e. ii..... e f mir Ced

.( .

sew... : ."The llartford Stem lloiler increction and liuurance Comoany lie s Wnang thea certifat* ate, neither the [ntrerter twe h6e e nplM r .r ple

.env wortonty, e scre e sed or te plie.I, concern.

r

lag the Pe ing in tbts Data Ret.oet. Furthermore, nestace he Ins: cice por H9 ++rto re r s %c?! t.e li.bie in any enanner

!.e any personal intury os cronerty cteenage or a foe s of e

- kind aris to g from or cenn.--te i eith thie h.greetton. I v e. . . . 7-1 Sh') k.,..G4 %._

c.. .-. . so31.'_--

-omm . . .. , . _ M . C. - ^ 6. . ,M .,'

~

i t

~ " '

/ -

'JW ^m- .- 6'.

c . - _

o g ,. (V3 g~ ( - - e, -

Aq, ;. J g ,l u. *f/ ;

7 NONCONFORMANCE REPORT

1. Project Name Job No. 19, 20.

N o. Page l._ of 9 Mid. land 7220

2. Unit (s) 3. WPart No. Rev 4. Item Description 5. Item Location Units 1 & 2 See Block 16 ASMS III, Class II, Bolts Whse Hold Area

6. P.O. O r E ,- N :. 7. Serian No. 8. Replacement Part ,g, 9. Source 10. Contractor / Supplier M-104A See Block 16 */ N REv Na Vendor I'IT Grinnell / Texas Bolt Company '

11. Inspection Criterte en go R_1_ OO.~t27 s a. ASME A UTHOMt 2 E D 33. SMETCH ATTACHED 14. Descovered During 15. Equip Furnished sy

'" Oves OOwG IJsPcC OorwCR No M-201 itev 7 " ' " ' ' "

a'y E. "O"N O GNO g,,EC:G OCON5T O Test DCuENT GENG Or'D

16. Nonconforming Condetion: 24. Despossteon Concusrence HEWOMM REJLCT REPAIR USE AS 85 Spec SA-h^)3,_ Para _Ze2eLatatss : "Re_quirements - The_m.aterial e shall conform to the r stress-rupture._restirements_.in_ Table 4 for_ design _tempergture gbove 800 F." SA-453. iT56MN .t -

PH O J E Cf ELD ENGSNEE R /E*[J /YJ-

~'

DA E Para lleLatates: "We_ producers _ certification _that_the__materiaLwaa_inanufacturadM __ ir - C'T -7c-P 3E NGINEER . DATE

ani_testeLin acsordance_with_this_ specification-.together_vith a reDort_of_the t test 'Z f.

YCON M W. n 4 -70 n QAT J 74 E E R results sliall be furnished at the time of shipment." l n . 3TR QC -t E I, b ( ,

~

A tf T d OH4 2 E D I N SPE CTO R D A TE ' I 17 e ted y Date ? sy con't Pr. 2 Date 25. Disposition Results i '

/

21. Routeng V bl'l/U'~

dTo FIELD EN GINEE RedG N ~/lb

\ da1t Mu O 'TO Gr/f kR$ (SPECIFY) b%* r% ~l$ f *

22. OField Engineering Disposition L'

@ FSE LD ENG8ME E NING R ECOMM EN DE D DISPOSITION TO PROJECT E NGINE E H4NG fb'h[LQ*

h C n [];1/2 n

Routs to Project Engineering to verify that the maximum design pressure of Piping /P/ M S jf7pfah w--

Class FCB or any other Piping Class does not exceed 800*F. If so, stress-rupture f r/g/yg t: sting in 'accordance with para. 7.2.1 of SA-453, ASME Section II,1971 edition with Add:iida through suniner 1973 is not required. _

W. hh to-ag-% b '?',W.W.; W

23. Prosect Engmeering Disposetion Denign conditions for each_nining_line_.are niven in Piping _Claaa_.Sumry Sheetay Drawing 7220-M-480(Q) not Piping Class Sheets 7220-M-481.

No line of any pipe class has a design temnd e in excess of 800F.

e c.

/O l' e'

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AUTHORIZED 8MSPECTOR DAMEb d ., _

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d p 1 1 0 0 0 ,

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ee t - - - i i P R R e

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= h T_ m h4 3 3 3 a )

a a r t e 11 66 1

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NONCONFORMANCE REPORT

1. Pr23ect Name Job No. 20.

Mial i na 7220 ,

2 N Page_1 of 1

2. Unit (s) 3. Drewmg/Part No. How 4. Item Description /" 5. Item Location 1 .

._ __H-616_.shte 7 h/F1 Field Weld 8. Cooling _ Water Re_ turn Aux,_J1_d_g.

6. P.O. Or Spec No. 7. Sersal No. 8. Replacement Part T

9. Source , 10. Contractor / Supplier JM Field _ Weld 8 '/" 14 NA NO. NA

11. Inspection Criteria aE,,

Conatration NA

,, no JIA-WR-G ' 2. AsuE auTNORizEO . 3. sxETCN 4TT CNEo 14. D,scoeered During 15. Equip Furnished 8v O OwG Os EC SoTNER NO. FIW-h g ',", ,5 * "g,*o" Dm 8" OREC:G GcONST O TEST OCoiENT SENG OrLo

16.

Nonconforming Condition:

l 24. Disposition Concurrence HEWORK REJECT RE P At R USE A$ IS

_3,_2_migtpa _that Authorized Inspector Bold Points designated on WR-19 Form will be _ . . _ _ , _ X

___ transferred to the_M1-5 Form (Field Waldinst Chgekliot).

md[h .

PROJECT re L.24 NGau E E R c.

Kd3o_. E N%

Contrary to the above. the designated _holdap htp__ere w not entew WO m:2 dt. o-r //-i9 7W, ed on the WR-5 Fom, and the word "none" was entered later in the field, and result-ENG NEEN - OaTEg ry w.,/ M 1 s h.A' 'l__.,p r - 7(

l eo in the complete weld being made without obtaining the Authorized Inspector Hold PRO /J(T)CONSTR v,r . A Q3. &rin /ENGtP4EkR ll[i%

l

~i sish DATF Point designated on WR-19 Form. The inspection point that had been selected by the , ,tbe NSP,E A CTO . C-l ', b' ?,

17. Riported s Date i ~lgt'By Date ' '

W.

1 t e

p. Dissiosition Results D%'fk'Lb

21. Rouung Mk Z-Nf TO FI E LO EN GIN E'E RIN G '

d r, , /0*0-76 LMu twt 6, l'lON$ hu,]Yt AT h T[ O hERS (SPECIFY8 [

22. OField Engineer 6ng Disposition

{ .7 OFlE LO ENGINEE HING RECO MM EN DE D DISPOSITION TO PROsECT ENGIN E E RING h Alt'i:i & rQ % $.>

- I 00 As tf16%$q $f, twr . s -r c, M9 - S' A uud ans ula .f vj y and ,

1. Change hold point required on WR-19, from 14A to %A- /I will conduct final AI wact.d etw/t f. I visual inspection to hold point N,F'iEord i on UR-5 form and use as is. Tuu e Jiny c,s/ 4 6 i4 (d.c.r ,

J if

2. Instruct welding engineers and QC welding Engineers on A/I requirement to WD 1 &edui, Tusita #1.flilt[ do I and FIW-4 Rev. 0. 0 g h & & ,o - n x /u mm ,pf { A,.) (V0FWAG2

23. Project Enyneering Disposition w ## 4 N Ottd_ST'*Ahf.

Recommend that._thi s type _of_NCR_be di sponf r innad by tha Fiald- Ann Arknr * -

Engineering does not have__a_. gony of F1W-4. Field Engineerine recommended '

disposition is acceptable to Proiect Engineering,__. Thia _ disposition _assumea ' '

that the Field has already obhained approval from the A/I to n hnnge the '

~~ ~ " "

UOLD point. W.*W 1$luk 5. 12lUN f

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=

ftt6 Hl fog 6

/*l

'" W "' M AUTHOR $ ZED INSPECTOR $Q 4 #

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'Q,').*U np NONCONFOHMANCE REPORT bGu'"l i 1. Project Name Jota No. 19. 20.

Midland 7220 No. 571 p,,, _1_,, 2

2. Unit (s) 3. Drawing /Part No. Rev 4. Item Description 5. Item Location

2 7220-C-658 & 415 4&1 Structural Steel & Pipe Restr. Embeds Combination Shop

6. P.o. Or Spec No. 7. Serial No. 8. Replacement Part

,,, 10. Contractor / Supplier l 9. Source C-233, App. A' E-2 & PRE 48 riN J U A_ R Ev N o. i Construction N/A ,

11. Inspection Criteria ,g go, 52. ASME AUTHORIZED 13. SMETCN ATTACNEo 14. Discovered During 15. Equip Furnished By

. DowG Os Ec BoTNER no. URC-96 O'v"Es' *

8 'o" U" P OREc:G @coNsT O TEsv OcclENT OENG dr'o

13. Nonconforming ConditiorfFCR C-516 gave approval to notch the vertical shear tabs on the 24. Disposition concurrence back of 4 structural steel embeds (type E2) for interference with horiz. reinf. "*c' "'"^'"'"'

" 'x" " "in I in the let down cooler walls at El. 605'6" in Cont. #2. There were to be 3 \l1 U5'MIML

"" _p"o 'Z.7 - 7 (.

notches in each embed that were 1" deep x lis" wide. Contrary to this, one ' ' '[ " ' ' ' " "p' ) " "

pipe restraint embed type 48 was notched by mistake and the size of the notches # DATE l}PRh DENGINEERXXr/O*1$Y t

-db.4 in the E-2 embeds were 1" deep x 2" to 61s" wide. This condition was noted 'PR67ecT coNsTR oc EgNEER oATE

^ " ' " " ' ' ' ' " ' ' ' ' ' " ^

during installation of the embeds. The Q number is 1.1,02.

"c,A ;ca.y prac c; ap 17 dB Date 16 t K//.f/'f# ?C Date /6 -24 ' 74 t 25. Disposition Results fe 21/ Routing

/p-/f - 7&

@ To FIEL.D EN GINEERING '

QY.V O YO dRS (SPECIFY) f jy f9-]f v

lk/?ld $CM1A er/W/ / j'}rr!$

22. GField Engineering Disposition OF8 ELD ENGINEERING RECOMMENDED DISPOSIT90N TO PROJECT ENGSNEERING f rf/OrJ% /7E~ /) M/ /2 _

The vertical shear tabs on the 5 embeds mentioned in Item #1 will be cut off and re- # B -I. 20 .84, worked in accordance with GWS-Structural Section 5.5 of Spec. G-27, Bechtel's -

Project Engineering approved General Welding Standards. The embeds will be reworked Nb' #

to conform with the 4esi,gn as shown on the applicable,. Be,c,htel drawings 7220-C-658 & /2 .5- 72 23.

C-415. (])fhWit/ff/7b # *

,%fa Mn e 'fd $ u Nb 7b c.

Proi.ct EngsneeriffdIs' position V/ [ #

1 h/ft$$5 QC ENGINEER

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NONCONFORMANCE REPORT

1. Project mme Job No. 19. 20.

Midland Nuclear Power Plant 7220 No. Page_of _13 2 Unit (s) 3. Drawing /Part No. Rev 4. Item Description 5. 1:em Location N/A N/A N/A Users Tests for Ice N/A.

6. f:Or@e Spec No. 7. Serial No. ' 8. Replacement Part ,gg 9. Source 10. Contractor / Supplier ,,

C-208, Rev. 7- N/A l P/N N/A REv .. N/A NO. N/A. Subcontractor U. S. Testing Company

11. Inspection criteria ,, no N/A im AsME AuTNOa zen i s. swErcN ATTAcNED 14. Descovered During C-M8 ' '" Ova E" 15. g Furnished By OOwG BsPEc DoTNER NO. O'v"Es' " ~ dNO OREc:G mcONsr O TEsv OcLiENT DENG OPLD

13. Nonconforming Condition: p 24. Disposition Concurrence REWONM REJLCT R E P AI R USE AS Is ice used in concrete every 2500 c.y. "llot Weather Concreting" began on 4/19/76. . _

XT Users Test #30 was run on 4/19/76 for both wa'ter and ice. Ilowever, Users Tests #31 Tx [ e,, _ Y-W/[

(4/30/76) and #32 (6/25/76) did not include ice samples. Users Test #33 (8/9/76), ""7

""s"'"f,'.,"

f M.'d r/g DATE

34 (8/20/76), and #35 (9/9/76) included both water and ice. No QC lloid Tags were HgJ

@ m h,ENGINEERu MLg

. f 2.. z. 3,- 7( s applied. ) MeOistcf cONSTN QC ENhMEER DATE V

AUTHORIZED $NSPECTOR DATE

17. Reported By 3 Date -

A all ted By y Date / 25. Disposition Hesults

21. Routing LW /

TO FIE LD EN GIN EE' RING

) / /W '9(./ h~ )

IdT I H 5'lSP E CIF Y )

22. QField Engineering D7sposition UFIELD ENGSNEERING RECOMMENDED D85POg4 TION TO PROJECT ENGINEERING 0ne load of ice was received on April 19, 1976, but it was not used. The first load of ice used in concrete was received on June 8, 1976 with sub-sequent load received on 6/8/75, 6/11/76, 6/14/76 and 6/15/76. .The next shipment was on July 1, 1976. Results of user's tests for water and ice

^

j , , ,, ,

are attached for evaluation. Use as is. , j g y/ / ,,,j, / T _/

7 c[ '/"/7-

23. Project Engineering Disposition W '~'~ / / ' L/ /

Project EnRineerinR concurs with the Field Engineering recommended disposition to "use as is" based on the following:

1) Users tests # 30. 33. 34 and 35 were run on ice and met all Specification requirements. , ,

2) All irp delivered in 1976 prior to June 8th was not used in concrete. -

_M [ 2N QC E[GINEER D E

3) Within the.last year. all users tests run on ice have met spRcification requirems 4LS. " -

A U THO R8 Z E D I NSPEC TO R D T E . ., .

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NCR 576 -- , , ,l United States Tosting Company, Inc. .

CLIENT: Number #

Bechtel Power Corporation -

7220 Midland, Michigan 48640 - -

{~ Report No. 101

. June 4, 1976 Amended to II. Chemical- Analysis and Physical Testing of Batch Plant Water in accordance ~ include +

with AASH0-T26-70 and project specification 7220-C-208. ASTM-C-150-7 Chemical and A. Chemical Analysis ,

Physical Result AASH0-T26-70 June 24, 19?

Specimen Results

~

Specification Reouirements PH 8.0 5.5 - 8.5 s C1. 12 ppm 250 ppm Max.

504 -

27 ppm 1000 ppm Max.

Fe 0.10 ppm 1.0 ppm Max.

Organic Matter 57 ppm -- .-

B. Physical Testing Seven Day

s. -(-g) Compressive Strength ASTM-C-109-70T Distilled Water 2683 psi Batch Plant Sample 2567 psi Batch Plant _

Spec. Reo.

. Change in Strength -4.51% -10% Max. -

. Time of Setting Hydraulic Cement Vicat tieedie .

- ASTM-C-191-71

., Time of setting i

in Minutes % Change Initial Final Initial Final Soec. Rec. ,

.. Distilled Water 160 Min. 330 Mir..

Batch Plant S c. ole 170 Min.- 330 Min. 9.4% 0% 25.0% P.ax.

Ws'Ots Y W 20 m .%ves cowerco xn.bl.97s ,

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of Page 3 13' .

Un d Stat:s Testing Company, Inc. NCR 576 - .

! . . CLIENT:Bechtel -

Power Corporation Number -

Midland, Michigan 48640 44208 Report flo. 98 Ny 25,1976 Amended to include Chemical Analysis.

II. Chemical Analysis and Physical Testing of Batch Plant Water induly 20, 1976

accordance with AASHO-T26-70 and Project Specification 7220-C-208.

A.. Chemical Analysis .

AASHO-T-26-70 Specimen Results Specification Ice Water Batch Water Requirements pH 7.8 7.8 5.5 - 8.5 Cl 10 ppm 27 ppm 250 ppm Max.

SO4 10 ppm 45 ppm 1000 ppm Max.

Fe 0.01 ppm 0.01 ppm 1.0 ppm Max.

Organic Matter 10 ppm 58 ppm -

B. Physical Testing Seven Day Compressive Strength

i. ASTM-C109-70T Distilled Water 1740 psi Ice Water 1760 psi '

Distilled Water 1740 psi Batch Plant Sample 1780 psi Batch Plant Spec. Req.

Change in Strength Ice Water + 1.1% - 10.% Max.

s Change in Strength Batch Water + 2.2%

~

()SBts 1537* # %

5/\n1PLC5 COLLECTED fAf74 y .

gl, g (O (

'7 % '

1 Q-Page 2 db

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i, UrOd Stit:s Testing Campany, Inc. NCR 576 - * ,',

Ct. LENT:

Br.ch.tel Pow g Corobra,thon Number .,

Midland, Michigan 4'8640* #

j 44208 -

Report No. 98

~ May 25, 1976

- Amended to include Chemical Time of Setting Hydraulic' Analysis. '

Cement Vicat Needle

ASTM-C191-71 July 20, 1976

Time of Setting ,

in Minutes % Change Initial Final Initial Final Spec. Req.

Distilled Water 120 225 Batch Plant Sample 130 220 +7.7% -2.2% 25. 0% Max.-

i Distilled Water 120 225 Ice Water 115 225 -4.3% 0.0% 25.0% Max.

III. Chemical Analy' sis and Physical Testing of the Aggregate in accordance with the project specifications.

A. Chemical Analysis Potential Reactivity of the Aggregate (Chemical Method)

ASTM-C289-71 Fine Aggregate Rc = ,68.0 r

k 17.0 millimoles/ liter considered innocuous

-Sc.= millimoles/ liter 3/4" Aggregate Rc = 272.0 millimoles/ liter considered innocuous Sc = 2.3 millimoles/ liter 1 1/2" Aggregate Rc = 265.2 millimoles/ liter considered innocuous Sc = . 2.0 millimoles/ liter B. Physical Testing

~

I Resistance to Abrasion of Small Size Coarse Aggregate by

, use of the Los Angeles Machine - 500 revolutions Specimen Results Spec. Req. -

3/4" - 1 1/2" Crushed Stone - A Grading 27.8% 40% Max.

g% -

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(IN_- b l%

' n.

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HOZOKEN. N. J. 07030 ,

TELEPHONE: 201 792.2400 .

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REPORT .

Clizar: Bechtel Power Corporation NUMBER Post Office Box 2167 '

44228 Midland', Michigan 48640 oter- = e W Report Ho, 105.

Subject:

Chemical Analysis and Physical Testing of the August 4, 1976 32nd Users Samples representing 77,501 thru .

80,000 Cubic Yards produced. Sampled at 77,888 Cubic Yards. (A.5 E M.5 J E s 7 - M3L Project: Job 7220 Midland Project WL j Subcontract 7220-C-208 Sampling Data:

Sample Identity: Sand - Hubscher & Sons - Mt. Pieasant, Michigan 3/4" and 1 1/2" Limestone - Drummond Dolomite BatchingM{xingWater-JobsiteSample W ah M 4V.%

jVg,[

/

Date Sampled: June JM 1976 >

(Ov Sampled By: United States Testing Company Personnel Dates Tested: ' July 7,1976 thru August 3,1976 at the Hoboken New Jersey Laboratories

~

United States Testing Company Shipment No. 36 l I. Chemical Analysis and Physical. Testing of Batch Plant Water in accordance with AASH0-T26-70 and Project specification 7220-C-208.

A. Chemical Analysis AASH0-T26-70 .

- Spec'imen Res.ults Spec. Req.

pH 6.8 5.5 - 8.5 C1 17 ppm 250 ppm Max. ;

l SO4- < 10 ppm 1000 ppm Nax.

jg Fe < 0.01 ppm 1.0 ppm Max. ;

Organic Mater 24 ppm -

g\

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of 4 U 'ted . States 'n Comp 2ny, Inc.

7 (] 1 3 ,,, . g<g \, u Project Engineer

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T.";M"inJ"It?..'IT.'."';1"JS'? n'=0R'iuo"la"'WinWTEl4'"Tr'#.".I'n'J/ A'Td'^f.,i".MPA%'nNA,";'#"Of,"

'INC. 09 Of S SEALS OR af4GIGNIA. AftF. 607 TO GE U$CD UNDEft At4Y CartCUMt8TANM.S IN ADViD4Tipit44 TO 1HL Q.'.f.Et( AL PULLIC.

64 801 e.? s.2 .

l

, q *- Page 6 of 13

' NOR 576 .

t .

Unit d Stit:s Tcsting Csmp:ny, Inc. : -

l CLIENT: .#

Number t Bechtel Power Corporation 44190 t / Midland, Michigan 48640 L

N) Repo~rt tio. 103 June 22, 1976 Amended to include Chemical Analysis.

August 9, 1976 II. Chemical Analysis and Physical Testing of Batch hant Water in accordance with AASH0-T-26-70,and project specification 7220-C-208. .

A. Chemical Analysis AASH0-T-26-70 i

Specimen Results Specification' Requirements PH 8.0 5.5 - 8.5 Cl 14 ppm 250 ppm Max.

SO4 10 ppm 1000 ppm Max.

Fe 0.01 ppm 1.0 ppm Max.

Organic Matter 32 ppm ---

~

8. Physical Testing

( sd Seven Day Compressive Strength ASTM-C-109.70T Distilled Water 2225 psi Batch Plant Sample 2283' psi Batch Plant Soecification Requirements Change in Strength +2.5% -5% Max.

Time of Setting Hydraulic Cement Vicat fleedle ASTM-C-191-71 -

Time of Setting .

in Minutes % Change Initial. Final Initial Final Spec. Req.

> Distilled Water 205 275

, Batch Plant Sample 200 275 -2.5% 0.00% 25.0% Max.

Woyr: USEYLs [E.rY 3/

SA MPLEr ML L,5"GEO Vl30l76 ,

1vC # '

/[17$

i -

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. -: m .-

_ ~

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Page 7 cf 13 *' .

m 516 - .

.c United Str.tes Tcsting Ccmp:ny, Inc.

f CLIENT: Number 1; '

f3 Bechtel Power Corporation 44228

%) Midland,- Michigan 48640 Report No. 105

{ .

August 4, 1976 B. Physical Testing Seven Day Compressive Strength -

ASTM-C-109-70T Distilled Water 2375 psi Batch Plant Sample 2383 psi ,

I . Batch Plant Socc. Reo.

Change.in Strength +0.3% h .E dud'Ja *S Net %w \0%

Time of Setting Hydraulic ggy % lb h Cement Vicat Needle )/

ASTM-C-191-71 -

2 MF/"

Time of Setting

~

in Minutes % Change Initial Final Initial Final Soec. Rec.

m l ) Distilled W'ater 105 180 Batch Plant Sample 105 185 0.0% +2.7% 25.0% Max.

II. Chenical Analysis and Physical Testing of the Aggregate in accordance with the project specifications A. Chemical Analysis

. Potential Reactivity of the Aggregate (Chemical Methcd)

ASTM-C-289-71

. Fine Aggregate Rc = 31.5 millircles/ liter considered innocuous Sc =

22.3 millircles/ liter .,

3/4" Aggregate Rc. = 173.3 millicoles/ liter considered innocuous Sc = 2.3 millicoles/ liter 1 1/2" Aggregate Rc = 257.3 millimoles/ liter considered innocuous Sc =

3.3 millicoles/ liter

,) P:3e 2 %%

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i ted Stat:s Tcsting C mp:ny, if Paga 3 of 13 :

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Numbit -

Bechtel Power Corporation 44228 .

j rs, Midland', Michigan 48640 Report No. 113 7

V August 31, 1976 Amended to include J Chemical Analysis.

4 September 10, 1976 II. Chemical Analysis and Physical Testing of Batch Plant Water in 9 accordance with AASH0-T-26-70.and project specification 7220-C-208.

A. Chemical Analysis .

b AASH0-T-26-70 .

, Specimen Results Spec. Req.

pH 7.7 5 5 - 8.5 Cl 15 ppm 250 ppm Max.

SO4 17 ppm 1000 ppm Max.

Fe 0.05 ppm 1.0 ppm Max.

Organic Matter 34 ppm -

B. Physical Testing Seven Day h- \s Q' Compressive Strength ASTM-C-109-70T l

Distilled Water 2617 psi i Batch Plant Sample 2458 psi Batch Plant Spec. Req.

?

Change in Strength -6.5% -10% Max.

Time of Setting Hydraulic i

Cement Vicat Needle ASTM-C-i31-71 Time of Setting in Minutes % Change Final Initial Initial Final Spec. Reo.

Distilled Water 135 220 .

Batch Plant Sample 130 215 -3.LA -2.3% 25.0% Max.

M ret u stA Mtsr # 33

^n SAmn.E r cou.ccreo Am. 91976- > 4

( G- g g5.Ac.. ,V Page 4 '

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13 f i

Cit d Statas Tcsting Camp;ny, Ir,q / NCR 576 ,.

1 CLIENT:

. . . NumbIr ,

, Bechtel Power Corporation 44228 -

Midland, Michigan 48640 . Report No. ,113 I August 31, 1976' lc Amended to include 3-Chemical Analysis.

l III. Chemical Analysis and Physical Testing of Batch Plant Ice' Water in September 10, 1976 ,

accordance with AASH0-T-26-70 and project specification 7220-C-208.'

A. Chemical Analysis .

AASH0-T-26-70 Specimen Results Spec. Req.

pH 7.4 5.5 - 8.5 C1 (10 ppm 250 ppm, Max.

I, S04 (10 ppm 1000 ppm,. Max.

Fe (0.01 ppm 1.0 ppm, Max.

Organic Matter 37 ppm -

B. Physical Testing -

n Seven Day Compressive Strength U .

ASTM-C-109-70T Distilled Water 2617 psi

> Batch Plant Ice Sample 2425 psi Batch Plant Spec. Req.

Change in Strength -7.9% -10% Ma'x.

. Time of Setting Hydraulic Cement Vicat Needle ASTM-C-191-71

~

Time of Setting ,

in Minutes % Change Initial, Final Initial Final Spec. Req.

Distilled Water 135 220

[

Batch Plant Ice Water 130 215 -3.8% -2.3% 25.0% Max.

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<* , Unit:d Stat:s Tcsting C::mpany, Inc.

NCR 576

l CUENT: Number .'.-

! Bechtel Power Corporation ,

i Midland, igan 48640 44238

' Report No.115

{l September 27,197@

i I, Chemical Analysis and Physical Testing of Batch Plant Water in -

^:cordance with AASH0-T-26-70 and project specification 7220-C-208. ,

A. Chemical A -lysis .

AASHO-T 0 .

Specimen Results Spec. Req.

pH .

7.8 5.5 ,- 8.5 C1 <10 ppm 250 ppm, Max.

]

SO 4 (10 ppm 1000 ppm, Max.

Fe < 0.10 ppm 1.0 ppm, Max.

Organic Matter 15 ppm -

B. Physical Testing Seven Day i Compressive Strength ASTM-C-109-70T

( 0(/

Distilled Water Batch Plant Sample 3775 psi 3758 psi Batch Plant- Spec. Req.

Change in Strength -0.4% -10% Max.

I Time of Setting Hydraulic

, Cement Vicat Neelde

ASTM-C-191-71 i

Time of Setting

~

in Minutes % Change g

Initial Final Initial Final Spec. Req.

. Distilled Water 185 295

, Batch Plant Sample 195 305 +5.4% + 2.7% 25.0% Max.

Afo77. dss %i # s7'# 19 '

san 1r*LET Co aLC&Tto - Atta.3.0,i97c .

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Page' 11 of 13 nca 576

~

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. , United Stat:s Tcsting Ccmp:ny, Inc. .

, CLIENT: Number i 1

es Bechtel Power Corporation 44238 i Midland, Michigan 48640 Report No. 115 L(M) '

September 27, 1970 l II. Chemical Analysis and Physical Testing of Batch Plant Ice Water in -

accordance with AASH0-T-26-70 and project specification 7220-C-208.

k i

A. Chemical Analysis .

AASH0-T-26-70

\ -

Specimen Results Spec. Rec.

pH 7.6 5.5 'b.5

{

C1 <10 ppm 250 ppm, Max.

504 (10 ppm 1000 ppm, Max.

Fe <0.01 ppm 1.0 ppm, Max.

Organic Matter <10 ppm -

( B. Physical Testing Seven Day Compressive Strength

( ASTM-C-109-70T Distilled Water 3775 psi -

Batch Plant Ice Sample 3575 psi Batch Plant- Spec. Req.

{

Change in Strength -5.3% -10"., liax.

Time of Setting Hydraulic -

Cement Vicat Needle '

ASTM-C-191-71

.- . Time of Setting in Minutes % Change ~

Initial Final Initial Final Spec. Req.

Distilled Water 185 295 Batch Plant Ice Water 190 295 +2.7% 0.0% 25.0%, Max.

. ~ .

-Oe

'"P" 4

/

Page 3-4

. Ubd StItzs Testing Ccmpany, Inc Page 12 of 13 .t GLIENT: B:chtel Power' Corporation NCR 57humb;r' Midland, Michigan 48640

44246 ,

~

Report No. 118 O October 8, 1976 o

rO 1 II. Chemical Analysis and Physical ' Testing of. Batch Plant Water in accordance with AASHO-T26-70 and project specification 7220-C-208.

)

A. Chemical Analysis ,

AASHO-T26-7.0 Specimen Results Spec.' Req. ,

i pH 7.8 5.5 - 8.5 C1 29 ppm 250 ppm Max.

SO 4 410 ppm 1000 ppm Max.

Fe 40.01 ppm 1.0 ppm Max.

Organic Matter 80 ppm -

B. Physical Testing l Seven Day Compressive Strength ASTM-C109-7.0T Distilled Water 3092 l Batch Plant Sample 3233 -

h Batch Plant Spec. Req.

Change in Strength +4.4% -10% Max.

o Time of Setting, Hydraulic Cement Vicat Needle ASTM-C191-71 4

Time of Setting %

l .

in Minutes Change Spec.

Initial Final Initial Final Req.

I d -

Distilled Water 105 235

, Batch Plant Sample 113 233 +7.1% -0 . 9 % 25.0% Max.

Noyg, Ystrzh IT 36 onre m,,,us enu.e erzo Fan. 9,1974 i -

wpM to

, Page 4 Y h

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, h A Page 13 6f 13 <

' U . ' ad. States Testing Company, Inc.'

s- -

QLtENT: Bechtel Powar Corporation ~'

Numbsr .-

Midland, Michigan 48640 44246 l Report No. 118 ,

O October 8, 1976 III. Chemical Analysis and Physical Testing of Batch Plant Ice Water

! in accordance with AASHO-T26-70 and project specification 7220-C-208.

A. Chemical Analysis AASHO-T26-70 -

Specimen Results Spec. Req.

~

pH 7.7 5.5.- 8.5 C1 (10 ppm 250 ppm, Max.

SO4 < 10 ppm 1000 ppm, Max.

Fe (0.01 ppm 1.0 ppm, Max.

L Organic Matter 51 ppm - -

B. Phys'ical Testing Seven Day Compressive Strength '

ASTM-C109-70T

~

Distilled Water 3092 Batch Plant Ice. Sample- 3167 Batch Plant Spec. Req.

Change in Strength +2.4% -10% Max.

Time of Setting, Hydraulic Cement Vicat Needle i

ASTM-C-191-71 Time of Setting l in Minutes Spec.

t

Initial Final Initial Final Req.

i Distilled Water 105 235

( -

Batch Plant Ice Water 110 230 +4.5 -2.2 25% Max.

e S ,l

. .3

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~

Page 5 9

. \

.. - , . - - - - - . , , - .. .-.- - - , ,, , -- ,,-v -----,------~~----------------m-- - - - - - ~ - - - - ~ + - - ' ~ ~ '

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O .

D NONCONFORMANCE REPORT

1. Project Name Job No. 19, 20, Midland Nuclear Plant 07220 No. - Page 1,_of b

2. Unitts) 3. Drawing /Part No. Rev 4. Item Description 5. It em ocation aux. DTdg7 Common N/A N/A Concrete Curing , El. o14'-0" H to K Line C. P.O. Or Spec No. 7. Serial No. 8. Replacement Part ,,, 9. Source 10. Contractor / Supplier

~N/A N/A P/ M N/A REv N o. Construction N/A

11. Inspection Criteria ,, ,o C-1. 40- / / in. AsME AuTNoReZED i s. snETCN ATTACNED 14 iscovered During 15. Equip Furnished By hDWG ESPEC DoTHER No. 7220-C-231 O 'v Es "((No O v Es n' OREC:G I9 coast O T EsT OcuENT DENG Or'D

16. Nonconforming Condition: 24.' Disposition Concurrence 4 gg

curing a concrete surface temp. of 50 F must be maintained. However the temp. of the floor topping of pour A(614)h-2 dropped to 43 for 2 hrs. and 47 for 1 hour1.157407e-5 days 2.777778e-4 hours 1.653439e-6 weeks 3.805e-7 months on pg[ gg/g 10/22/76. Nonconformance noted during Q. C. surveillance. Hold for final Engineer- ' * '

' Q "" }' k ,x g.

' ing disposition. One hold tag applied. , ",y",'"' ' "gj ^ ' ', q

/

~

DATE '

PHCf ECT CONSTR QC ENC NEER AUTHORIZED $NSPECTdR DATE

17. Reported By Date 1, ' dated By Date 25. Disposition Results L.LLLA_? s J ACU 0 wW h /0~5 f'

21. Routing QTO FIELD ENGINEERING QIkO GERS (SPECIFvl

~

22. OField Engineering Disposition '

MFIE LD ENGIN EERING R ECOMM EN DE D D8 5 POSITION TO PROJECT ENGdN EERING Use as is. This topping was done with D-1 grout. Curing was for 7 days and subsequently extended for 1 additional day. -/(?g/[ ,,/g/.y n d /& $ { 'M,A,,

u 77j V v z

a

23. Project Engineering Disposition ;

The lower concrete curing temperature will tend to reduce shrinkage, setting rate, and water demands, while increasinn durability and recuired curing time. Engineerin "

concurs with the field recommended diapnnirinn en "naa na 4c" bacnnsa (1) 'th minimum concrete surface temperature was 43*F for 2 hours2.314815e-5 days 5.555556e-4 hours 3.306878e-6 weeks 7.61e-7 months and freezing did not occur. (2) The cure for the subject concrete pour was extended one full day. '

- i4 D.# D QC ENGINEER

/2 //3/76 DAIE '

p wh&,' ewa. a. .z yl/Glf~";r -im. ^"'" "'" ' " ' " ' ' "

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a)

V NONCONFOHMANCE REPORT

1. Project ' lame Job No. 19. 20.

Midland Nuclear Plant "' "*** '

7220

2. Unit (s) 3. Drawing /Part No. Rev 4. Item Description 5.

Item Location Aux. Bldg.

Common N/A N/A Concrete Cut.ipe El. 614'-0" H to K Line

6. P.O. Or Spec No. 7. Serial No. 8. Replacement Part 9. Source 10. Contractor / Supplier

,,, 5.9 to 6.6 N/A N/A P/"

El) REV N O- Construction N/A

11. Inspection Criteria IR NO C-1.4O-81 92. AWE AUTHORIZED S "

g 3. SMETCH ATTACHED 14. DiscovererI During 15. Equip Furnished By DowG GSPEC DoTNER N O. '/220-C-231 o'v"ES "d'O O v ES 3" OREC:G 04CONST O Test DCuENT DENG Or'D i t,. Nonconforming condition: 24. isp s ti n concurrence CWL hw n, hum @ EL4 mm en hh REWORK R EJ ECT R E P AI R USE AS IS curing a concrete surface temp. of 50 F must be maintained. However, the temp. of _

X ths floor topping of pour A(614)h-3 dropped to 49 for an indeterminate time, but not iW6 w /2/f/74 DATE more than 7 hours8.101852e-5 days 0.00194 hours 1.157407e-5 weeks 2.6635e-6 months . Nonconformance noted during Q. C. surveillance. Hold for final ( JEM{LD ENGINEER ah 1MCd6 ENG f \ DATE ,;

eng, disposition. One hold tag applied. # D e e.INEERis.-Uk - /2W-M

~

pT CONSTR QC EN INEER

/ 'O DATE AuTNoRs ZED INSPECMR DATE

"~"""~'"

.swC% "To-z.n, AW lO/50/lb e

21. Hruting O ra ELD EN GsNEEa'NG ASISPECiPvi OYo{Tfi {j

22. OField Engineering Disposition RBELD ENGINEERING RECOMMENDED DISPOSITSON TO PROJECT ENGINEERING "Use as is". A difference of 1 UF will have a negligible effect on concrete quality. Curing period was exter.ded by 1 day. This topping was done with 041 grout. .

Mdjh/pff

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/ fll

23. Project Engineering Disposition ' V j

Lower concrete curing temperatures will tend to reduce shrinkage, settinn rate.

nna unear anmnd, uh41 e incr-aasing durability nad requirad- curing-time . Eng-ineerin ;

concurs with the Field recommended disposition to "use as is" because (1) The J

minimum concrete surface temperature was 49*F and freezing did not occur.

nc (M A curing temperature of 49'F in lieu of 50*F allowable minimum will have an 26g gA L _j /Z)5/ (,

"*"' " ^

uscignificant effect upon the concrete properties. (3) The cure for the subiect pp AUTHORIZED INSPECTOR D E i

pte,+ m

h s

concrete pour was extended one' full day. O PJAnd., W. I ~/de Cr u . C - .. w v.

s,

4 '

7

/ ^o .

Corre&d Copy

~ ~

0 NONCONFORMANCE REPORT i 1. Prosect Name Job No. ',

19- 2o.

Midland Nuclear Plant No.

582 Page 1_o.f % a,,*

7220 .

2. Unitis) 3. Drawmg/Part No. Rev 4. Item Description 5. Item Location Aux. Bldg.

Common N/A N/A Concrete Curing 8.

Wes t_TIgne feK_Tubc_Wallo

6. P.O. Or Spec No. 7. Serial No. Replacement Part 9. Source 10. Contractor / Supplier N/A N/A El. 621'-9" to 629'-6" PI" .H/_A a Kv N O. ConSt N4 tion N/A

11. Inspection Crater 6a en NO U * /* N '* MS Lia. AsME AUTHOHIMD 93. $HETCH ATTACHLD 14. Discovered During 15. Equip Furnished By 7

D o-G as EC D o r n K,. NO. _Z220-c-231 __ o ,K. '"'""" "gA'o" O v '" B" O i.C G.atcO N.T O TE.1 OcuKNTO=NG OrLo

13. Nonconformeng Condition: 24. Disposition Conca rence g 4 g gg ME-OMM MEJf.C? M E P AIR USE A5 95 curing a cancrete surface temp. of 50 F must_he maintained, llowsyer,_the temp _,_of _ _

X the walls of pour A(629.5)b' reached 48 for an indeterminate time. Nonconformance .

pd hy j[ghg JF FIE LIA ENGINE t H DAT noted during Q. C. surveillance. Hold for final eng. disposition.

One hold tag .

e ,)ENG g h.NEEngg,J, h oArt y : d 43 s plied. g ri_ wW-1 12 4 -7 a PHO ECT CONSTM QC ENG6 ER 'DATE

17. Reposted By Date 1

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25. Onpositson Results 42antuna., M /0 E.8/16 /b I } 'A <

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21. Routmg TO FIELD E N G4 NE E H[NG QO Yt E H5 lSPECIF Y)

22. OFeeld Engineering Desposation MFIELD E NGINEE HING H ECOMM E NDE D DISPOSITION TO PHOJE CT ENG6 NEE R6NG "Use as is". Curing period was extended 1 day. Chart recording of temperatures -

during curing is attached. Total time below 50 F is estimated to be lis hrs. -

This pour was made on 10/21/76 using D-1 concrete. g ,,g, A [ 4 /

23. Project Enyneer6ng Disposition V . l / // _

The lower concrete curing temperature will tend to reduce shrinkage, setting rate, and water demand, while increasing durability and required curing time. Engineerin.;

concurs with the. Field recommended disposition to "use an.__is!!.because.(IL The s

minimum concrete surface temperature was 48*F for a total estimated period of 1 1/2 hour and freezing did not occur. (2) The cure for the subject concrete pour was c' QC NGINEER

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1. Pro,ect Nam. Jota No.

Midland Unito 1 and 2 7220 19. 586 No. Page 1.,_ of %f

2. Unit (s) 3. Drawing /Part No. fiew 4 Item Description Nudl6@~Clairo7 s. it.m i_ocation Containment 2 M-613 ch 1 3/F2 12ipo opool 2-GCD-006-S613-7 Domo Unit 2 C. P.O. Or Cpec No. 7. Serial No. pip o 8. Hasdacement Part ,,, D. Source 10. Contractor / Supplier 1220-M115~A W 13810h ' */" U/.A "=v n o. Conotruction M.W. Kellogg Co.

11. ~NIon 1n: Criteria , ,, g o n3041B ts. .... a u r noni z a n

... ...rcn .31.cn.n i4. o scovered ou.ing is. tqu.p ruenish.a siv Qowo $ rec Dorama ao. 6v"='s~ ~O"~ o D U" _

On ic:a pcoa=v_Qv=== Occia ar p ac Or'o_

13. Nonconforming Condation: The following defooto woro noted during inopoetion in the laot 24. Discoution Concurrence 21 3" of 2h" pipo opool 2-GCB-006-7 "* ""i ""*c' """ "*"^'

X 30) ,

c) Throo arono approximately 13" in length each of are strikoo.

g. 4M*,a=77 ,g b) One holo approximately 3/616" in diamotor and .0165" in depth located 21 $" from 4 "1"(* [{_""* * *'" h g, the nozzlo ond, Rof. opoeification 7?20-M-201 Rev. h Soot 5.2. 4

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-,w Repair Procedure for Elimination s

f/) ei of Surface Defects h g On Austenitic Stainless Steel Piping Materials M

S c:O I Z In accordance with Project Specification 7220-M-204, Paragraph 5.2.1 and ASME Code Paragraph NB-2500 and 2539.6, the following welding repair pro ~

cedure is defined:

I. Location: See attached sketch Size: See attached sketch II. Defect Removal: ,

A. Grind out cavity (use wheel suitable for stainless)

B. Blend uniformly into surrounding surface C.'After defect elimination, the area shall be examined using PT-SR-1,2 Rev. O in accordance with Paragraph NB-2546. to assure the defect has been removed or reduced to an acceptable size. Base metal directly adjacent to cavity (within one inch) will be included in this exami-nation.

III. Repair by Welding:

If defect prepared cavity reduces the thickness of the section below the minimum required to satisfy NB-3000, the defect shall be repaired as follows:

' A. Welders qualified in accordance with ASME Section IX for process and thickness of repair weldment.

B. Utilize welding procedure P8-A Rev. O for repair with E308L filler material or as an alternate P8-T-Ag with ER309 filler material.

C.- Af ter repair, the surface shall be blended uniformly into the

~

surrounding surface.

! D. The repaired area will be exami'ned as follows:

1. PT-SR-1,2 Rev. O in accordance with Paragraph NB-2546 l

2. RT-XG 2 Rev.1 in accordance with paragraph NB-5110 and to ,

the acceptance standards of NB-5320. The penetrameter and acceptance standards for radiographic examination of repair welds shall be based on the section thickness at the repair area.

I O 3.

Q, Base metal directly adjacent to the repair (within one inch) .

7'

, will be included in this examination. <

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E. The following information shall be described in the Certified Material Test Report: -

>: * ,o cc 1. Chart showing location and size of the prepared cavity.

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7 - . . . 2. The welding material designation

"\ 6 Z 3. The welding procedure 4 Heat treatment, if required l

5. The examination results, including the radiographic film I

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PEABOOY TESTING a d., sn.of X Ray Engineering Corepany assurnes no responsibility for losses of any kind due to interpretation.

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MlDLAND yod ERi?

SOS OA PROJECT kOCATiON l2O W E ff' P O. NO.

Pb A IV $~~ AI%--

PL AN OR DWG. fdO.

MI DLA n D. An te N/GM suArLC& CONDeTiON # # NE AT NO.

7220- FSC-ZG6 M- 413 BH- 1 g-MEATTREAT ~ f tFE OP Marf RIAL TEMP.OP MAT L.

$hOON O 5 M 00 bh Fr. 8 0P EX.AMsNAY10N E A AW'N ATION ST ANDARD lWA /

**fb?'"O 3N ACCEPTANCA STANDA840 / 84 D I. PROC EOUN( NO.

W .7'# D FE

F vr O ur O Pr M [

[ h (/f// 8 h <* N [k((-306-23df l ULTRASONIC EXAMINATION 40Ws Pw E N ( TRANSOUCER TEST SLOCK WE TMQQ USED $CANN4NG MEIMOD SEN&sT6WeiV LEWEL l Mr.GNETIC PARTICLE EXAMINATION N u'P**af -

Omv O visiete O AC O oC O ^""*" ^G E eaOO. sPACmo '^"" "'*-' ' "

WEr O roouaEsCtNrO ascririco O N AO O Coel O i LIQUID PENETR ANT EXAMINATION utTMOO l PE NE T R AN T CLEANER E wut S8 P it R DEWELOPEA

, sA TCN NO. CWELL Tsyt em ANO NO. B A TCe* NO. 6 NO NO. 6ATCH NO. E wvi s. T WE, SRANOPO SATCe* NO. CEW.TeWE, L,n/ l?sMO(). w,Otsgh,p44/ +' ? M e'f <;; W- 9 Kt.m s ;; DMY O NOff.

PAa t Na

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TD s l1:20/2 V1 t " war O Awnay TOT AL LENGYM E RAueNED TYPt OP WORK 40.9a ems ACCEPTED No.OP eikws MEJECIkD

) FEET j 6NCHES I l NEw O niraea O T* Y - 'C15 CODE f _ks P - Porosity NF - Nco Fusion LI - Linear Indication S - Slag L A - Lammation OTHE R - Specify '

PCscesN. ACC l msJ l D'o'y7 e l nEuAnus PC.On sNe ACc ass C l D'c','o,' meuamus e

PA3F METAL SCFOffG

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A M. AM. Technician

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P.M. T p,M. Asst. Technician -

Total Hourt at Jotste Custorner -

u Lunch Standby Travel witnessed by

TotW Hours TotW Mileap yes No Page of ON PEABODY TESTING, a division of X Ray Engineering Company i i

i e assumes no responsibihty for losses of any kind due to interpretation.

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e NONCONFORMANCE REPORT

1. Protect Name Jota No. 19, 20.

No. Page of

?:idland __.7220

2. Unst(s) 3.._ Drawmg/Part No. Rev 4. Item Descreption 5. Item 1.ocation thits_L& 2 See mocL16 PipeJes.traint Emb;dn outsian_Qc_no1L Arsa _

C. P.O. Or Spec *Jo. 7. Serial No. 8. Hoplacement Part , g ,, 9. Source ?q. Contractor /Suppliev 722CJ 13637 'Npa "'" M " " " "- Surplier _l'in s in c irp LValley_.3t ruc t ural 3t ec1

11. Inspecuan Criter e ,, no _T1-1.00-2rJ7 t*- ^$a.c Auf noNiz a n . . . H 7 ,. AryACNeo i4. Discoes,ea Du,ing is.couipruen.shed ay

_ Dowa .Osr= C Ouvn== No _ Saa l och 16 O'v"a'.''D"~'o" ]<== O" .Onyc u Ocoast O f rsy .Ocueni O t a<- Dr'a .

n. No,,um.o.m.ng ce .t.er,

24. D.,pos...on Comu,,.m.

- l. Decht91_appr91Cd_ l'.lapiADiPP1_.yalley_Qtructurallteel Drawint (2.) Qg N E W O H 04 Ny Jg CT StEPAIN USE AB et r-7220:C233A-13637:IN-2-2 "equiras_hilLnenttration_Felds_.with_.5/0" tilleAa between .3Lpx._.-XO) the_pedestala and_the_ base _ plate _on_typc_A2222A_cabeds._.__ Contrary _ to__.the_aboILUN bida ate /[EHb6_

PNOJEC T FIE LD $ NGt EN DA the_3.edesiaLwelds_on_four_A2_anLonc A2A_ embeds _ hare _.the_DtLLrenetration_ysidam _ __

hutlac L the3 !E" fillet 2. Mfloae .7 E NGINEENwud D A/ TI-Z Y'7C FNOf ECT CONSY N QC E N NEEN DATE

2. crneked weld on embed A1C between pedentals n t shown in Attachmnt A. / /

AuvuoHe r a D eNSPECTOre DATE

('on ' t Pr , 2 ,

17. "spo H Date 8 y < Date 2* . Disposition Hesults flL$rtd 2[. Houting u 29-h c2 FIE LD EN GINE E H4NG fld WdefespyLew,s(by l I-n - K (Ofa,tumsa-g

[ (f T O O T t#lf S (SP& C0F Y)

22. QFeeld Engineerme Desposition t

O r' * 'o m a a ' a * * "' "" " E c o aa aa ' " a

a o' $ ro *' " o" ' t < > c ' = a o ' a t = "' a u

.'2 D1&d *L .

N N 26h M N le 'ihe A2 E A2A embeds are to be rejected and returned to INSS. ~d V

2: 'Ihe " cracked weld" on embed AIC is actually an irregularity which occured _

7~2Md.:.r, ad ,

during the pi.r.tial _ removal _of._a_cun_.pf f_ tab, .'IhiG_ Weld _is_not_ruquireiby ///dKZ6 design drawings and the irregularity is not a nonconfonning item.

3. The vendor has been requested to fumish the required mill test reports and 3 u.hbr@f *.'/2

'U.t Lv:A tr d n d, u.'h

23. Prosect Engeneenng Despoetson .

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w a,. u - c ~ e .~ s.- v NONCONFORMANCE REPORT

1. Project Name Job No. 19. 20.

Mi al ana N o. 595 p. ,, l o, ,', 7 7220

2. Unit (s) 3. Drawmg/ port h Rev 4. Item Description 5. Item' L ocation Aux, g2 gt; e o Elv ch A 1, v/9 Pield_ Weld 1h C1 C.'P.O. Or Spec No. 7. serial No. 8. Replacement l' art ' 9. Source 11' E of 6.9 3' N of C

                                                                                          ,,,                                       10. Contractor /Suppseer M/A                          N/A riN   N/A nEv N/A           N O. N/A       cnncitrneti nn             n/A

11. ' Inspection Cnteria ,a NO M/A @D / t A N ""

N 13- sMETcw ATT ACHED 14. Descovered During 15. Equip Furemhed 8y OO=G B seEc O.>TwEa NO. d_JM 6 -n u. s /Ygy",5*""O"a E O '" Dvu > DaEc:G 9 Coast O TEsv OcL ENT EENG OrLO

16. Nonconformmg Condition:

                                                                                                             ,                                             24 Desposetion Concurrence HEWOHM                REJECT               HEPA9R          USE AS SS
     "...the_. corer paga_may _}2e welded as a single weave bead provided the pipe wall thick-                                                                                                                           y c.

nenn doen not exceed _.n_nominn1 1-inch and the tie-in to base material on each side of FTr ,-v /,,/ ,,G - 76 PR OJ E c E L O_Lu gl N E E n DATE the_ veld does not exceed a nominal 1/16 inch." , an*. M u.6 -w e '::' - / ~7 N-

DATE contrarv_to the aboveduripe fingl . visual __ inspection of field 4$9d NbIr;E E RruCI'fs. /2 27-N 3

unla 1hc1 (ino. M617 sh. 8L it was noted that the cover nass of the veld varied from #

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s AdfHON82EO GN5/ECTOR 1 1/8" to 1 1/8". This .ioint configuration should not have had a cover pass greater DATE 17 R sted By /7 Date 18 al y' - Date 25. Despoution Results ub N. St. /l 10 )$

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21. Routing $70 FIELO ENGINEERING Q TO'OTH ERS l5PEca FY) , ,. [ 3, G ,.( . s t t('n (tile'f. [n b U

22. QField Engineering Desposition UPIELO ENGINEERING RECOMMENDEO Of SPO58T80N TO PROJECT ENGINEERING '

f f, (W 4tta a/xhs ___ Field recommends "Use As Is".since the integrity and mechanical properties of the weld a?e-not affected. Hondestructive examination shall be in accordance with Fonn 84 - mechanical in spec. 7220-G-27Q, Rev. 3. Field welding engineers and construction superintendents shall be instructed on the requirements of para. 5.5(b) of General Welding Standard GWS-FM in spec. 7220-G-27Q,

23. e,oiset Engineering Desposition Rev. 3 to prevent recurrence.

gg, 44 . ea is- s 1. ig Accept "as is." Later revisions t'* GWS-FM y L.U W 4ptw l' l/~74, delete this_ mquirement. The properties of the weld are not affected. D sh u QC Acceptance d h/fr! rJ /> 9/7l-f* A nd OnsYE'OirefrEcTOn

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NONCONFORMANCE REPORT

1. Project Name Job No. 19. 2o 596 p, 3 , 4 ;g %73 Midlnnd TTnita 1 & 2 7220

2. Unit (s) 3. Drawmg/Part No. Rev 4. Item Descnptson 5- " * * ' "'*a n wt 2 Fig 295 9 CH 614 nh 1 O Pinn Clnmn Ansembliett hmA C. P.O. Or S No. 7. Serial No. 8. Replacement Part

                                                                                  ,g,              9. Source Supplier       10. Contractor / Supplier 7220-M-10fA                        N/A                 iN  U/A    ,,rv          n o.            myi no,T.ing             ITT Grinnell, Warren, Ohio 11 Inspection Critwia                      In   no, pee block 16               s a. AsME AUTHOM42ED       g3 ~ SMETCH ATTACHED      14. Descovered During             15. Equip Furnsshed By
                                                                                                       '"       3*

QOWG GSPEC @oTHER NO. ADO bl Of I VEs O"~ o } ' DaEC: cocoa 51 O Test DCoiEaT EEaa Or'o

16. Nonconforming Condition:

Figure 295 pipe clamps are specified by the following ITT Grinnell 24.' Deposition concunence f . hanger sketches required to complete pipe hanger installations shown on drawing " ' ' ' ' ' ' 3H 613 sh 1, Rev. _0_. ; pm j ///g sketch 2-613-1-1 Rev. 1, sketch 2-613-1-22 Rev. 1, sketch 2-613-1-23 Rev. 2, " " ' ' ' * """"""

ROJE eketch 2-613-?-21 Rev.1 y( [E,_.y.,

NGIN E E R m .f (". ; ( DATE

                                                                                                                                                                                                     *? ~)( ,

i r sY W S I) "~t W '"/O"*k' 7s, s- /Au r'HORI Z E D IN SEECTO R/ DATE (continuedonnextpage) ,,

17. Reported B

Date 18. Val' d Elf Date 25. Disposation Results

                     /                 h            Y~~$         h                _r      /r/L                      //**/$ ~' f &                       -nLL            es2r i~',hw

21. Routing g rO F8 ELD ENGINEEH0NG Q TO'OiHER$ l5PEC8FYl p [ p ,

                                                                                                                                                .E &,p ln s                       ric r f     1 91

22. gField Engmeering Desposition O F'c'o = "a'a = = a'"a a r co"a ca os o'Seo5'no" 'o eao'Ec' 5 aa'"< 5 a'"a

                                                                                                                                                 .da,i}j'n.

The bolt diameters for the 24 inch. 3 inch.' and 6 inch ITT Grinnell figurn 295 pipo << <W aMb*/ as m7fErd./

clamps specified on hanger sketches 2-613-1-1, 2-613-1-21, and 2-613-1-23 respectively 2,,t/me dfx ,-u A 4. are as shown on the attached mailgram (Page 7 of 7). All bolts for the 4 inch figure 295 Ab/ $2. pipe clamps specified on hanger sketch 2-613-1-22 are of uniform diameter (i.e. dimension "F" shown on page PH-14 of ITT Grinnell catalog PH-76-see page 3, Attached) con't on page 2 f.r/fl,.f i/ // , g

23. Project Engineering Desposation JR-d ? 8

                                                                                                                                                 & ct' % t a -c;4 f., .W...E.ff                         15"2 -7t, (a;                                                                                                                             -    A                +   .EC,..
                                                                                                                                                                                       .g-

NO,NCONFORMANCE REPQRT (CONTD) ..etarbor Eh O

                                                                                                                                                                                                              . . =c = = o Details of bolt and nut materials sizes and clamp bolt hole sizes are not provided in the references for two of the three fastener connections required on each assembly.

T 76-(detail fig. 29D11-14) References ITT Grinnell catalog PH Iff Grinnell hanger standards (STD 41 and 41 E) Reference PSP (7220) SF/ PSP-3 2 Rev, 1 Para. 3 1.1.

                                                                                                                                                                                                                     ~
                                           "Q" Number: h.131                                                                                         Open Affected QCIR's P-2.10-613-1 F-2 20-613-1 Y lll6 /b/Z) fA_& A'/P//fD
                                                                                                           &M fn 4A~ W 2/A4%V#f4AEL],

lloc Ll6_ continued ~ r-rhh'ff41d_~_reque's'tTc07diMonal release for all materials which are_rettievable_Af_te conItuftjon completion. t FieTd~ E_n. ginger _itcurrently_CYaludling_ block _22 P ,'- / .C. O ff*/79 Concurrance by MI . A- _[_ / g '4 _g - P_EE . _ _ Ic ,

PEQCE -i? -- M__ N f h H - 6 '? f P

                        . .-=. ;r,                                                                --

AI- - - - - v- " llocL 22_ con't. Tne bolt hole diameter for all clamps is 1/16 inch larger than the diameter of the corresponding bolt for bolts under 1 inch in diameter as required by ASF.E Section III, Subsection ilF. corresponding bolts. Therefore, this is not a nonconforming condition. Allnutsaresizedinacco,rflangguiththe_ir _w G (/j7/74 [M/82 a .... h[w./

                                                                                                                                                                           .ni..c.,,      -o....,

__ I(~29 06 "" - W Wb l l*2'c'.**," : l2%'""*" Gold.nrod Copy - OC

    .                                                                                                                                                                   t.                     ll steel pipe cl:mps                                                                                                                                        .
                                                                                                                                                                        )                             ;

double bolt pipe clamp ,,( . Y - 95 SIZE RANGE: % through 24 inch. MATERIAL: Carbon steel. i

                                                                                                                                                                                    ,           i i

FINISH: Black or galvanized; furnished black unless , e otherwise specified. > SERVICE: Recommended for suspension of pipe re- 4 quiring up to 4 inches of insulation and wnere flexibility ' of the clamp is desirable -within the limita*!on of tem-

                                                                                          -     perature and loads shown below,                                         y              i       ,

e

                                                                                                                                                                          >L                   L p-                                                                             MAXIMUM TEMPERATURE: 750'F.

h APPROVALS: Complies with Federal Specification h

                                                                                                                                                                         .!                    j WW-H-171D (Type 3) and Manufacturers Standardiza-                          3                   p
               /.9          }

r ,,'Be IIT D/4Nf-TM tion Society SP-69 (Type 3). . ; ,

W' - TJW G fre4 f / c C) INSTALLATION: Attachment to the clamp may be (! . AS Pt 8'8(-- 4 C - made with a welded eye rod fig. 278, page ph 44, or , ir ~~P4.4 < C S ,the weldtess eye nut fig. 290, page ph-49. -l,'- FEATURES: ll 7*7 7 .. j.p7. ppf' e Load bo!! and attachment will extend outside of 4 inch thick pipe covenng.

                                                                                                                                                                   .         J

{ rI } ,l . _. ._ 8MEM !

                                                                                              #,e substantiated Load ratingsbymeet        ANSI code requirements and are . . l   *
                                                     ,                4.Af7' SIT (/                                   laboratory test.                                *

(( ) _ : h-

Rounded comers on clamp ends provide greater safety for personnel.

g 3 . f 2-p ORDERING: Specify pipe size, figure number, name. f r a t. l ._ .. .

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                                                                 )                                                                                                              I i

loads e weights e dimensio'ns (inches) i I. mas recom icact. the l , for service temp wgt ' l pape (appro n) B C D E F G H teza 650'F 750'F Ib per 100 j i l 850 70 '5!,e % 2% 2% % 8/,e 1 14 >

                      %           950 76         1%            %        3         2'/ e     %      8! e x 1 '    1%         7             l 1             950              850 1%            950              850                      81         1%            55       3%        2"/,,     %      2/.. x 1      1"/ie _    o 4%        %      % x 1%        2%         %

1% 1545 1380 234 1' % 1 '/. . 4% 1380 258 2% 1% 5% 5% % % x 1% 2"he vi j 2 1545 l 2% 1545 1380 272 251 . 1 %' 64 54 56 % x 1% 2' 5/, e I 304 24 1% 6"he 5 She 53 % x 1% 3% i I 3 1545 1380 ! 2230 666 3% 1'ho 75 6% 4 'li x 2 4% t l 4 2500 5 2500 2230 699 3' N 1 '/.. 84 7 % SI.e x 2 5 [ f h 4 x 2% 64 M .l 6 2865 2555 1145 44 1% 9' % 8'b e " 9'!.. h 4 x 2% 74 3 8 2865 2555 1315 5% 1% 10'% " 10 3240 2990 1991 6% 1% 12 10'/,. 1 % x 2% 8% ) i 12 3240 2890 2225 75 1'he 13 11 % 1 %x24 9% d . 3768 9% 2 1 456 . 12"he 1% 56 x 3. 10"he F , , l 14 4300 3835 16

4300 3835 4137 10 % 2 ISN 13"/,e in St = 3 11"he d '

4487 11 % 2 16She 14"he 1% Si n 3 12"he d . 18 20 4300 5490 38~,5 4900 5725 12 % 2 17% 15te 1% %x3 14 M ' yv 24 4500 4015 6590 14 % 2 19 % 17% 1% %x3 16

                                                                                                                                                                  }              I eBased on the allowable st tsses shewn in the ANSI Code for Pressure Piping.

ph-14 /77~g$nUW~dl CA)TW6f'~ 1 $ t [ 97# dl E _ T Z- T~ I

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P!PE SPACER E i o [

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E 4 s is SEK SIZE-G ~-~~ S i

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e.D . 5. rI6 - SCUARE HEAD fJACHINE ~' BOLT W/ HEX NUT -F H ---- j' I .

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JY F TO CRDIR SPECIFY: f g Hanger Standard 41 Double Bolt Pipe Cla=p, (Material Specification), (Nominal Pipe Size), (Developed Length per Half Cla=p) , (E,F,G,H,K, & S Dimensions), (Total Weigh t) * *.

                             *The "B" dimension need not be specified. 'ite tsanu-F facturing plant will drill the required hole as close                                         ;

to the curvature of the clamp as possible, allowing a minimum clearance for the nut. If -a definite "B' dimension is required, it must be specified.

                                                                                                         -   2 O
                            ** Weight of required bolts or studs and nuts must be                            ::

j included in the total weight. 1,

le Alloy clamps, unless otherwise specified, will be m furnished with alloy studs made frem ASni Spec. f A-193-B7 stud stock with the center third unthreaded, a and hex nuts. A P., [-

t - a > p q s 1 ite I l - 1TT GRINNELL CORP. DATE . . August,, ,197,3 ... HANGER STO. 41..... Y n7 64w,Ur/4 P//fAGAfFL' } swJDAADr '

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g t E r h a d>- , PIPE SPACER ] 1 J STOCK SIZE-G E I l

l 0- 1 r

                                                                     -~                                        ~                         '

9 j i XI s t H V __ BOLT DIAM. 8 LENGTd-F _

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                                                                                                                       /                 S  dY* hfYS d'"/V/id-/ G DETERMINE STOCK SIZE - G SkLT DIAh)FROM PIPE CLAMP DESIGN CHART- C                                                                              '
                                                                                                                                                                        .           I A 2 80LT DIAM.                                          .

BOLT LENGTH S + 1 F.. TH'KN'S, + 2 BOLT DIA. + .25 OR h lc SOLT LENGTH

S'+ 2 It.. TH'K'N'S. + 1 BOLT DIA. + .25'
7 WHICH EVER IS LONGER, SPECIFY BOLT LENGTH TO NEXT GREATER I/2" LENGTH $

MIN. E s +J A. k X1

NOTE-FOR STUDS USE *d F

H

7 + 4 t/2 BOLT DI AM. 8%T DIA + 14") $8 MIN. J : 5 BOLT O!AM. + 2 It.. TH'KN'S. ~

XI 2 0.D. OF PIPE m I X2: 1/2 (7r)(XI) o i XI-S ' 2 DEVELOPEDx8 CNGTil PER HALF CLAMP s ( H + E + A + X2-XI-S) [ F Q ' SlZE 2 21/2'3 31/2 4 5 6 8 10 12- 14 16 18 20 2* 30 36 i

                                                                                                                                                                          ,s.     >

2.3752.875 3.5 4.0 4.5 5.5636.625 8.62510.75

                      ,-                                                                12.7 5    'l 4    16        18    20     24      30   36                           I X2      3.73 4.516 5.5 6283 7.07 8.737 10.40
                   , N.                                                   13.5 5 16.8 9 20.0 21.9 9     2 5.13     2827 31.4 237.704 7.12 5 6.54 X2-XI !.356 1.64    2.0 2283 2.57 3.174          3.7 81  4.92 6.13 6 7.277 7.99 9.13 :0.27              11.4 2 13.7 0  17J2 2G54 STANDARD A 8 S DIMENSIONS (INCHES)

BOLT DIA. 1/2 5/8 3/4 7/8 I i 1/8 I I/4 1 3/8 I l/2 1 3/4 2 2 1/4 2 1/2 23/4 3 31/4 31/2 33/4 A 1 1I/4 I I/2 13/4 2 2 1/4 21/2 2 V4 3 3t/2 4 4 I/2 5 t/2 5 6 6 1/2 7 7I/2 , S I I I t/4 L l/2 l 3/4 2 2 1/4 2t/2 21/2 3 3'I/2 4 4 1/4 4 I/2 5 51/4 51/2 6 h [ g TO CRDER SEE HANGER ST*0.-41 1TT GRINNELL CORP. DATE . 3ugu,st,,,,1,9,73..... HANGER STD. . 4.1.E, ,,

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 >                                                                                                                                  3 IOV ' 61976                       .
                                                                                                                                                                    #1 !

SEC DOWER CORP ECHTEL POWER CORP, >

        .MIOLAN                     ,        HIGAN 086c0
                                                                                                                                                                                'y
     .:                           ~                                                                                                                 .                                 l i

RE: MIOLAND PIPE CLAMPS BOLT GIANETERS FOR 2 1/2", 3" AND 6" FIG 295'S ARE AS FOLLOWS ' CLAMP SIZE LOAD BOLTS CLAMP BOLTS "

          ..........                             ..........                .........                                                                                c                ;

2 1/2" 5/8" 1/2" , 3" 5/8" 1/2"

P 6" 7/6" 3/an (

(

ERS FOR THESE CLAMPS ARE HADE OF STANDARD WEIGHT PIPE P TANISH

(.' 14: 1o EST I

        'HG,MCOMP HGM b .-  '

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5. $ , I

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                                                                               ,            - .             ,,  %l NONCONFORMANCE REPORT

1. Project Name Job No. 19. 20.

gg Mialnna 7220 No. Page d of 1

2. Unst(s) 3. Drawing /Part No. Rev 4. Item Deuription 5. Item 1.ocation

MAln aht- 7 h /Fli Field Weld #10 Aux. Bldg. El. 595'h"

g. P .O. Or $pec No. 7. Serial No. 8. Replacement Parl ,,, 9. Source 10. Contractor / Supplier pg P/N ITA REv NA NO. UA 1L 'I'nspection Cnteria hgMg rhe M

                                                         ,, n o,     M//f                   s a. AsME AuTNORezco
                                                                                                      ' " ~ ~ " ' "

13. sMETcM ATTAcNEo 14. Discovered During 15. Equip Furnished By DowG psPEc

16. Nonconforming Condition:

DoTNER NO. 901 Dav- 1 _ _ 8 'v"Es ONO l Ovn Be g,,c.G OcONsr O TEsv Oc'iENT RENG Or'o

24. Disposition Concurrence REWORM REJECT REPASR USE A5 IS in" mn clnnn pipe _be_.yelded_in accodance with Bechtal Welding Proceditre P8-AT-Ag ;pc pem n_ rrha rafarannaa vnlaing procedure in coniuno_ tion with General Welding Stan- TT c. /fr;/Me._ / A W -74

PROJECK F / E LD ENGINEER DATE anva cWS-SN Rev. O specifleg3R-308L (bare rod) and E308L (covered electrode) be et yj -Z' 7;...f . i F- , 7 '7c P r$GINEER

DATE unna fnr thin nppliention._. 4 3 M /- 8 O ~M Contrary to the above. Field Welding Engineering discovered that _82).N87'""/-p . KIN 74

                                                                                                                                                                                                       'DATE t/) bort 2EDONSP       TOR fnr viola Wola #10 on drawine M610 sht. 7. three electrodes of 3/32"                                            E309Ir-16 had

17. He r ' d By Date - Y Valid e y- '

Date 25. Disposition Results

21. Routing /

                         &       .L kl            M //~//* N TO FIELD EN GINEERING
                                                                                   ,Y                   /) ?/sf e&

f.NS (UECIF'Y) W /Y' ~ O 'T O O /

22. OField Engineering Disposition @IELD EN GIN EErra NG R ECOMM ENDE D DISPOSITION"T O PROJECT E NGIN EERING l h ~,na:W[ ms~ .D - -'

                                                                                                                                                                           .x                      J

_Eield_ recommends "Ike As is" eince_the_integni.ty and mechaniral propertias nf the welds <N5-[, /"-%M are no't affected. All welding filler materials conformed to the requirements of /p-3/_pg Appendix 3 of the BQAM-ASME III, Div. I and ASME Section III. ASME Sections III and IX do not require requalification of the welding procedure or tha welders when E 309L-16 electrodes are used in lieu of E 308L-16 electrodes. (contir ued)

23. Project Engineering Disposition Accept "as.is". Fie,1d statement on substitution of 309L for 308L in certain conditions is correct. In addition, while 309L has a lower ferrite requirement

       --thair-308L-the minimum-fesite is-above-that--required-by--ASME-Sectien-n-I-or the NRC Regulatory Guide.

4# Tribw tals/-74 W*

                                                                                                                       'M              ' '

D *A* '?'<"k" s' s-xt-96 g-ac -oA p, A s.R.EE.,4E,.R v-x f .

                 /                                                    r                                                            n
    ~3
                                  ,-              .,     , - .   . k)

NONCONFORMANCE REPORT (CONT'D) . . rasa 2_.or2.__ it aca ao m nnie 16 continued bnen connuned in welding the cover paan. A check of the ele +mde warmer by Field Welding Pm ineering nna QC Welding Engineering showed that E308L-16 and E-309L-16 were mixed in the container.

          "O"  Mumbnr h.10h-fMholdtagapplied 4;VM/ '/d/'/76

Hold for Engineering Dispositio'n Block 16 continued.
A further check of Welding Filler Metal Control records indicate that three (3) Q-listed stainless steel pipe welds could possibly have been made with the wrong filler material.

They are: Field Weld 4 on Dwg. 7220-M-610 Sht. 5 Field Weld 4 on Dwg. 7220-M-610 Sht. 7 Field Weld 24 on Dwg. 7220-M-610 Sht. 7,.(4MM- ////4/,7f Y'hM&El') i - ,f/-h - h

6/

Block 22 continued: No9 destructive examination shall be in accordance with Form 84-Mechanical in Spec. 7220-G-27Q, Rev- 't Austenitic stainless steel electrodes E 308L-16 and E 309L-16 are compatible as paragraph 5.4(m) of General Welding Standard GWS-DM pennits either 308L or 309L welding filler material to be used for dissimilar metal welds after buttering __the_ferritic or martensitic material with 309 welding filler material. All Field Welding Engineers, Rod Room Attendants, And Q.C. Welding Engineers shall be instructed on proper handling _of_ welding filler materials to prevent recurrence. hO %de ~ ss- n it

f. fLl15/nx H- t ? - )f.

S m e-a

White Copy - Originator I2'Co,," : Io'*Is'"*"**' ,

Goodenrod Copy - OC d

                                                                                                                                                                                                                                /^\
                           *"         -                    RE:.D                                                               (_.

NONCL,NFORMANCE REPORT

1. Propet Name Job No. 19. 20-Midland 7220

                                                                                                                                                                                                   "* 602                   "* 1 *'          1

2. Unet(s) 3. orawmg/Part No. Rev 4. lum Description 5. Item t.ocatson .

N/A N/A N/A Concrete Aux. Bldg., El. 646' . C P.9-Or Spes No. 7. Serial flo. l 8. ReplacemYos Pa t ,,, 9. Source 10. Contractor /Suppiier . C-230, Rev. 7 N/'. l P/N st E V N O. Subcontractor Champion, Inc., Midland, MI

11. Inspection Criteria en C-1.30-53 i a. as aE auvNoaizEn i 2. samorcN arvacNEo 14. Discovered ouring 15. Equip Furneshed By (3"

POwG UsPEc GovNEa N o. No~l W Rev 7 C- O 'v"' Oves DaEc:G OcoNsr ikrEsv OcuENTO=NG Ori.o "Q" o is. Nonconforming cond i.on: 24. onpoution concunence Spec. C-230 Rev. 7, Sec. 11.1 Cold weather concreting, states in , o "EWoa" R E 8 E cv neraen e. sE as es part that "when the ambient air temp. is between 31 and 45 and we are placing a X mass of concrete using a mix design without flyash, the concrete temp. must be pp [q ./g,/ 7g maintained within 40 & 60 ." Contrary ,' the above, the concrete represented by c

                                                                                                                                                                                                              "M*"           0802. ~T/=

oavE truck Ticket No 11449 for concrete placems. +. A(646)a' at the point of placement -

                                                                                                                                                                                        / ,7 e'N gin E E n., m L,d/- 2,6                 ~G had a temperature.of 64 F.                      NCR noted during s C. surveillance.                          Hold for final                    j  U              ' """ #[" '""

a'UTHO RI Z E o $ NsPFCTOR

oaTE Engineering Dispos 4. tion. One Hold Tp Applied. 7 ll IO b W- M'.- l~l

21. Rovtsng TO rlELD ENGINEERING ' O'TO NWNs (sPECIFY)

22. O Field Engineering oesposition Qr:Es.D E NGINE E RlNG N E COMM ENDED DIsPOsSY0dh TO PROJECT E NGIN E E RING ,

Use as is. j j~/J ,} / fu JA ' 'f / ?& I cA

                                                                                                                                 +.-a     u                        n/n v                     y

23. Project Engineering oisposition The higher placement temperature may tend to increase shrinkane. settinR rate and water demand while reducing slump, durability, and strength. The placing temperature fnr_oue_ sample _of 64*F in lieu of 60*F maximum allowable in the subject 80 c.y.,

D-Ic pour will have an insignificant effect on the concrete properties. Proiect . AA e Engineering concurs with field 1% commended disposition to "use as is". [ ph3[L EIATE[ '

                                                                                                                          ,                                                        QC NGINE R V-                                                                                       ,     yg                                              aurNonerEo sNsPEcton                      on
                                          ,                                                                 en ,               ,        ..,u----------                                                                                             -.

w_ x - _ _ , . _ w . _ _ _ _ w. - - . . _. - - -

                /D                                                                                 /\

t v) \ v J (Y , NONCONFORMANCE REPORT Project Name Job No. 1.

19. 20.

PHaland No. 610 p,ge,,1._o, 1

                                                                             . 7220

2. Unit (s) 3. Dra wing"' : "j;. Rev 4. Item Description n. Item Location thits 1 & 2 7220-c-350 6 500 pHil c1Rmps whse h qn m ,a A RR

6. P.O. Or S - ^12. 7. Serial No. 8. Replacement Part ,,, 9. Source 10. Contractor /Suppher flg P/ N N/A REv N O.

7220-F-1657I4 Rev0 ggpp}{gp g4ggnn gng pg.

11. Inspection Criteria en no R-1 OO-522 52- asME ai>T No a' Z E o

3. sMETCN ATTACNED 14. Discovered Durms 15. Equip Fuemshed By Dowo O SPEC T!OTHER NO.T $ B " C 10 W Rev: O 'v"E s * ~ INo C'" @ QaEC:G OCONsv O Test OCoiENT OENG Gr'D

16. Nonconforming Cond4.sn: 24. Desposition Concurrence HEWORM R E J E CT RE PAIR ' USE A$ OS to be ASTM A-36.".. Contrary _to_thttaboret,_the_500_ rail _clampa_do_ Dot meet the chemical Iequirement.s of ASTM A ~46 steel.' Requirements for phosphorus _is_.Qh_maximuntfor A ~46m 425 N' /D 4/~/g PROJEC IELD ENGINEER T '

Elll test report. states chosphorus to be 0%. , __ PRc f. E N G8 M E E R DATE - Hold pendina finR1 aimposition. "O" number _in 1.101. l hnld t.afr(sl applied UM 'ME M A '/ V O MT UONSTR QC EN I N E E fk DATE AUTHORIZE D $NEPECTOR. DATE

17. R Jported By Date 18. aid ia d' y ;' Date 25. Disposition Results

    & bhw

21. Routing

                                                 //~24']f, TO FIELD EN GIN EE RING                 Q O Off(N5 (5PECIFYl (W                         '
                                                                                                                             /l
                                                                                                               /[

22. hField Engineering Disposition l / */

O FIELD ENGIN EERING REdDMM EN DE D DBSPOSBTION TO PROJECT E NGIN EE r2BN G Un. A YL kl.Jh=d Q g ]' i . ark % .pdo-7L This is 'not a nonconforming condition. Table 'B' of ASTM Spec A6-72, " General Re-quirements for delivery of rolled steel plates, shapes, sheet piling and bars for structural use", gives a tolerance of 0.010 over maximum limit for phosphorus content as specified by material designation (.A-36). g //Jy,y, a f,3/76

23. Project Enyneering Desposition W IC $ -.

(/

                                                                                                                         /2 b/           r.

i w2sM'8'*--

                                                                                                                                                    'QC ENGINEER as-?&

DATE AuTNORezzD sNSPECTOR

3 - ;.;- . ----: y m ~ m (qs _ t-; . - .;_~ ~ An n K-- . _ w y 4 er ns - =. a no- n .t ~ " - n A _gn K .u , __, a g;A p) f '~ - m I

             ~         s                                                                                     (m v                                                                                 (v:

f . NONCONFORMANCE REPORT o

       'hiU*a'n8"*                                                                         7220                                                                 S. 611 2
                                                                                                                                                                                         ,,,, L, 2

2. tis) 3. Orawing/Part No. Rev 4 Item Description 5. Item Location 14-613-1 h/F1 2h" sch. 40 stainless pi7e Reactor Dome #2

6. P.O. Or Spec No. 7. Serial No. 8. neplacement Part

                                                                                         ,,,             9. Source              10. Contractor /Suppher 7220-M-ll5 A                       N/A                 riN       N/A .Ev             . O.             Construction             M. W. Kellogg Company

11. Inspection Criteria

                                                ..No'      P-1.lO 61%1                   32. A5ME A OTHO R B Z ED E3  sHETCH ATTACHED      14. otscovered outing            15. Equip Furnished By howG OseEC            DoTNER        No.                                       dv"Es
                                                                                                ' ' ~ ~ " ' " -

ONo Ovu 6 DaEC G ECONsT O TEsv OC E N T DE N G Or'o

16. Nonconforming Condition:

Specification M-20h Rev. 5, states in part (paragraph 5.2.5) on 24. oisposition Concur,.nce gg, linas where cold spring is required, installation and alignment shall be in accordance "'" "" ""* " ' ' ' ' " " " ' ' ' ' with instruction on the drawings. In addition QCI P-1.lO Rev. O, states in part gg _j f g (paragraph 2 5) that adjdstments made by cold springing, piping 2h" and over shall '"#""*""'"""" ^ b3 authorized by Project Engineering. Contrary to the above, cold spring effect has

                                                                                                                                                            }"""'"",'"Af f                      ", y - g bsen achieved by securing a rope on the west end of line 2-GCB-004 S-613-1 and                                                                  "/ / Q iST jj.f" }m @ ,

(Block 16 Continued on Page 2) '

                                                                                                                                                      "'"     'N     '"*#"                 ^

17. y is idpd By paie 2s. oisposition nesuits nepori.o[ey,

21. nouting

                                   /-/m ? oat. /J? -/-7$ $).

gro riEi.o ENGiNEE NiNG

                                                                                       ,   FL4^.&gt    Y{              p 2-I -]&

O To,pERs Is ECirvi p gg g jg

22. pField Engineering oisposition OFiE LO ENGIN EERING R ECOMM ENDED DisPOstTTON TO PROJECT ENGINE E RING D SPDdd; fed.

Rooe is freauently used to secure pipe while permanent hangers are adjusted or install ( d.I///h[dv 4 '/. When the rope was removed, the pipe returned to the same location 'as before the rope /- / 2 7-7/o was attached. The pipe was then lifted by hand to offset sag caused by the weight of the pipe, then the hangers were attached. The pipe remained in the same position, re-lative to the center of the dome, as it was before the hangers were attached.(con't on page2)

23. Project Engineering Desposition

                                                              /
                                                                                                                                                        /

c [Y[ h X /Z.7-%

DAT

o s n A h ? ieGC r i a OFPO . c n i T ~- n i g ; - - - i o i g i n r e fV G y p Y t n rp e n y o C c i n o 2 yp p o yd e g s i i , oCpo n n g t I ) n i d o r l c p o E n l a 8 Cy or n erCe t a ink nld h ai o T D e s c . l t a 2 / WCPG h N r d m C. s O ul r Q n C s o o i ( s c f , T a y r a g - e n f / ' l R o f p a i O t i h r o c o . a u f e t ApJ'M l d d , )J'a 6" p s g e i . e E i o C , n lp F p (\C t t i i N o r p ; p A "4 n e A r M 1 e e e R s n s e h . e i g n t O x o g a i F o d n T g n N n r g E i O C p p n tc T l E g N a i o d n O w e l i n a j e r N i o r o d r l 7 i F p s t P . c e n , d e h m o g l r T o i g o i r t e c d f i L . s o d7 n o . n r - o p R a 1 i s . y s j w - t i 1 a t B a D b w s C z e a G i g g d e E 2 r n a e r D o 1 4 i p v r e E e r h 3 r h . e m e n l U h e t N t b u m a f. 1 4 e n o r b s t , i o - _ I' T n u i f o e t i n e g v _ . i I _ O r o n d e s o d _ C t e N E a b n i t h u w a o n g in t _ 6 t r c 1 s o i n e n a s i F t n o h g n K i r i L o i t C l t d t i D l s r l c a n m I u e o Q" o r . o r B p r n " H 2 e r p o 2 p e u f G o e n k n d o c s i e c o i g s n a l h n a o e s B T E B n - e e g = -.. , _ }gh As . h m Eck.s -A GJ.r" Ai,w - h__ % ' M gh ALA C- L.4 a m

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h. yi ' Pj ~,-] .- m -

' ~ ,Q !)! ) . t, j v . , . ~.,:j ~ v '- Meu d e, U w:, f: Q, 'j, ' . , ! NONCONFORMANCE REPORT b d

1. Project Name Job No. 19. g3g 20.

No. Page _1of } Midland 7220

2. Unit (s) 3. Drawing /Part No. Rev 4. Item Descreptiori S. Item Location pigid 1&2 N/A N/A C-4 Embeds Storage (Combo Shop)

6. en* Spec No. 1. Serial No. 8. Replacement Part 3,, 9. Source 10. Contractor / Supplier C-304, Rev.0 N/A P/ N N/A REv N/A NO. II/A Construction N/A

11. Inspection Criteria ,,,D' AVS Dl.1-72 32. As=E AuTnORizzo is. s.<cTcn A TT AcH ED 14. Dacovered During 15. Equip Furnished By D owa B *Ec DoTwER aO.

SNSPECTION R EQ:D O vEs Gao O Y ES hO OEc:s pcOasT O Test OcciE=T Orac Er'o

16. . Disposition Concurrence Nonconforming Condition:g, g gg p p R E w C R t( R EJ E CT REPAIR USE AS t$

Sec. 3, Subsec. 3.6.3 states criteria for undercuts; also AWS Dl.1-72, Sec. 3, .>c Subsec. 3.7.2.4 states criteria for cracks in fillet weld. The following C-4 embeds, re-6 6M c /4//3/M 'PROJE[lE LD EN GINE ER DATE identified as Items 1, 2, & 3 have she,ar connectors (studs) which are fabricated , m, c:ntrary to the above requirements. O QC Hold tags applied.

If rl 8" Q , List _No. 1.201. /

ThGIN .pyq4 i( E E Rt(_ j ;t DATE . FZ Hald for Engineering Disposition. Additional embeds 4, 5, & 6. 94 $ 7 ""If * """ ' '" 7 " ^'" e A 6T HO R $ 2 E D INSPECTOR DATE an f n ~ s' )/ 1 % "Y 17 TReporte By Date 1 V unat By # ~ paw "' ' 'j ' 25. Ossposation Results % RL%4s. / 2- b 'E. de ~

21. Routing TO FIELD EN GBNEERING OT O ERS ($PECIFY) *

22. Qield Engineering Disposition O r' <'a = a s' a = = a' a s M c > = = = a o z o o' =rosoa To "ao'< c T c as'a = = a'"a GwAlet Tb/ZS aWLe R:: move the studs with cracks and undercut in excess of 1/32 inch, and rework using /f,wppg7 ffvepfrE welding procedure Pl-STUD. Existing studs are not to be re-used._ , _

fygcjjgghp ,91/p 6 ay1 > 1 s - Y $ ~

23. Project Enyneering Disposition 7//7tbded '

& "lh __ _ / [f<YtYf r.aC ENGIN EE R 16 - / 5'# ?b DATE ~ . AUTHORIZED $NSPECTOR DATE O w t u m e m e t W P. 2 2 YJ 3 E T U ff ! I N .. C - - . . . . . . -~ _ ,'~~ ,

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1. Protect Name Job No. 19. 20.

637 ' MidlRnd 721.0

2. Unit (s) 3. Drawing / pere-er Rev 4. Item Description 5. Item t.ocation n/A F 7P90-C'49-Yh h h Reinforcing steel Pond Laydown Area S. P.O'. Or Cs in. 7. Serial No.- 8. Replacement Part

,,, 9. Source 10. Contractor / Suppl.er J220-C'49 Rev 10 See Block 16 "'" N/A "'" " - Rupnifer Tnh ed Ryerson_Co. _

11. Inspection Criteria ,,go, See Block 16 92. ASME AUTHORIZ ED g 3. SMETCH ATTACHED 14. Discovered During 15. Equis, Furnished By.

Dowc QsP=C OoTNER N o. C ~49 nev 8 -- O'vEs' ~@N" 'o" O v == G" GREC:o OcoN=T O YEsY OcuCNv 0 ens Ori.o

16. Nonconforming Condition: 24. Duposition C rrence behtal npnrnved Tninna Ryerann Thnuing 7220-C'49-Yh h indicates A/

REWORM R EJE CT REPAIR USC AS 85 rainforcing steel to be fabricated as shqwn in left column of Page 2. Contrary to the ahnve; the reinforcing steelJan fabrirA*.ed and received as shown in right column of FD': PROJ W IELD ENGINEER /pD//~/(- TE' h2 o " _ E DATE 1-5Nf3 \ M{[qTrn ENGINEE(R <~ f, + 12 -ll'7G , D E CT 'CO'NST R QC E N NEER DATE AUTNORB2CD 8HSPECTOR , DATE Con't Pa. 2

17. Reported By Date 18 t Date 25. Desposateor Results

- /7 - /G '76 . A ' A' ! l5 ~ l

b Co.s c a r wlth feld fsar'eep,'

gl. Routing (( GTO FIELD ENGINEERING ~ Q TO,6TelEMIS (SP ECIFY) O \ / / clam . */1./ . diAlbb' <Z & Field Engineering Dsposition Or' o caa'a='a'aa asco""= aozo o'seo5'noyro raoc' < aa'a r t a'aa ' n-24/ s/ ' 22. Bar sizes as shown on vendor drawing are incorrect. Order was revised to conform to design drawings.) Material is correct as fabricated'and shipped. CT G(Edv 2-) 10)f/bthj VM/7fbli, 0. &c([$/ /Z .*2/~76 'TY 5' ?UrY g/ T ) l ) o . ,1 -Jr

23. eros.ct Engineering Desposition y 4.'. /

s f o ,r y&.JZ-29 '74 pE ..N-R A,. p p. A U,N . R ,,E . t N ..Ee,. R op. m s m n('"" n ): o = 2 0 1 0 1 0 1 1 6 c f 9 f 7 f C - = o C - o C - o 0

7 6 1

. 6 1 2 8 2 0 e 'B - e B - e B 1 g 5 g 1 g - a a a 1 P P P A A 5 5 5 5 A . _ 5 5 d _ 8 8 8 e S.r e e i r e . o 7 . p 7 . e l e n o r 1 o y 1 op 7 p rn oo o_ N T N T N y 1 p t n E.e t T a aE n id E t t gl A r r r ) ieQC ri n a k 5 8 a s OFPO e P L 6 Pa hk 4 P k 3 i F R n n n a y p o o o t o s e s e s yp y C r z 0 e r z 7 r e d poyd i 1 e i e y iz 0 l oCpo C y o rn br S I R y S R S 1 h o tercee ) i h e6 nkn ld o D d d d WCPG 'T n s 7 n s 8 n N a c 3 a c 5 a s 7 1_ P l P l c 1 O n n n P 3 C ( I I T T R O P . E n o i t C N A M i s o p s C R i O d F N l O a . C n . i N f O g N n i d n e p 9 7 9 7 C - 9 b C - b C - d 0 4 7 1 - 6 - 7 l ' 5 - 5 h h o - h 8 - Y 9 Y h M 0 Y B - 0 - B - - B - j - 5 9 1 0 1 0_ 9 0_ 3 3 - 1 3 1 - - e - c A - C A c A t R g n g a g n n n n 'nu i n i e e M w;7 i w p 7 y i w p 7 m r a v1 a 1 n y 1 e a r T a r T r T t a a r n D r D n e . n d n e n r n n n

n o t 5 a n k R o 3 i h sM 6 n i 1 h s1 4 i t r r r n n

n n e y n e y e y i n n e i R e i R e R e r \' t z8 f v h z A e A r a i r d a i b , ~- 1 e p n a n i R n S m q- e e a S_ n a n u 3 i l _ e l i n r n n _ n n n - n T T n7 T T n 8 T s 7 a e 3 "o e 5 c 3 - m_ P . P P " s s e _ e s - . T ~ ~ e s

NONCONFORMANCE REPORT s a m m. mn f 2:;4 ci j

1. Project Name Job No. 19. 20. %**

Midland 7220 No. b12 Page d of "~ "3 2. Unit (s; 3. Draweng/Part No. Rev 4. Item Description 5. Item Location 1&2 M-616 sh 8 g Ijlfg8 6/F2 16-HBC-CK-Z Aux. Bldg. $814'

6. P.O. or Spec No. 7. Sersal No. 8. Repeacement Part p 9. Source 10. Contractor /Suppleer 7220-M-120-AC 3n638 P, N n/A REv N o. n/A Supplier Anchor / Darling Valve Company

11. Inspection Criteria ,, . P-1 30-616-t$ i n. asME auTNoR eEo

.3 sxCTCH .TT CNEo 14. o.scovered ounno 15. Equ., Forn.shed ay .Cowa Ds EC OoTNER No. M-20h D',"C ,"' ' "o"N o ZYJ E5 O" DaEC:c GCoNsr O TEST OCuENTENs Ori.o

16. Nonconforming Cond tion: 24. Disposetson Concurrence n_g_g_g gg g 36%

REwCRM REJECT REPAIR USE AS ES dafects were discovered on the outlet side of valve veld prep and 1 3/8" below land X of the inside bevel. (See attached NDE Report and sketch) "Q" No. 4 166. ~ 1 Hold Tag Applied. Hold For Engineering Disposition. '." PROJE CT ENG NEER DATE PROJECT CONSTR QC ENGINEER DATE AUTNORIZED INSPECTOR DATE ~ </ <M Y'f- N Y 06 M5 ,f - C,gs gs,Ec,,yy

21. R' outing / / To nEL GsNEEReNo g To o

22. OField Engineereng Desposition GIER.D ENG8NEER8NG R ECOMMENDE D 00 $ POSITION TO PROJECT E NGINEE RING Field Engineering recommends " Repair" of the unacceptable linear indications on the weld end preparation. Field Engineering is to contact the Anchor Darling Valve Company and obtain instructions for repair of defects. The rounded indication on the inside weld end transition does not exceed the acceptance standards of A'SME Section III and PT-SR-1, 2, Rev. 1. Refer to

23. Project Eng.neenng Disposstion

26. OC Acceptance

" QC ENGINEER DATE 4 % .n J J auTNoR Z Eo INSPECTOR oA j - , . . . . ~ -- - - - - ___ _ _ . . _. .._ _ _ ~ ' ~ f) N c 2 G fl 1 1 ' i. gg NCR 63 1 - f 1 '! 1 g O g g3 MJ <f Page 2 of 3 - $ UL, b h ektce], b) pN numuu 006'3 Y p. lfA NONDESTRUCTIVE EXAMINATION REPORT ,, kSA][ 6E(' ~W Y ', Job No. and Project Location Date 7220 Midland, Michi 0an g, , .. Surf ace Condition iso /Dwg Number Timc of Examinationgg4s, .23 M oi L Cert

/)f/M) g, Type of Examinatio(

f]pn.ng Def ore PWHT Wjit Atter PWHT VYA }/k NDE Procedure No. Type and Temp. of Material g,po ' /2ag t { /// b /0 ,R / 3 lbEb tg d. * , . PT p.4 MT( ) UT( ) Other ( ) ggy gj J>jC g . / j g g j f i. Specification Standard Acceptance Standard i i - 6 a7 kmf sec. 7m /PFsa-is ' Raj t. ... Defect Code , g: ,- . J'i .:Q. . C-Cracks P-Porosity NF-Nonfusion S-Slag R-Rounded L-LIN E AR Ot her-Specif y . ' Part or Wcld Number ACC REJ ' l C e - Remarks , . <~ . $M. 3hf~b58 L 3 f4 ' e/ tb -L.- W fYo_S_ t . 'IO /8~NAf' - l'Y-Z daMt AA Ud . /b1 b i / Y .hthtu . A~te& s/ Let a - 7tet]DL? blL.b'ck p . ltc !t /i o // 6 v t' Y l 2l~~ A', % 4 . L ' ' nd R-r X R L /4 }& " NOTES: 2[O 12ans *.S 6/ Ab' Enclosure Added: Yes f><T No ( ) , 2?rJJJt D. f . 'q/f b X . 5$ . ,o /, _ Examiner b l Witnessed by i I ^ .a .. sorp y '* /4' AM'Haf DRR/ in/6 val E~ ' ramvsumm,-em-Dart H - 3 0 '7 fn - _ ect , 'PR&L & OF&. p L 12:w J P- F# 8 'M h 6 11:00 ) Q i 1:00 ' \ ' ' , j : 3"H nirst r'erl y \ X ,, h0TSIDG Q ftf UPI /7 h t; V~ ~2 i s \ / O , I A> \ x Ch , .a t 10:00 b+ 2:00 N \ a. o , N / - N + T ' 3 < eg , 9 , . .} 9:00 __ 3:00 a: a l i . L If ' .D. l ' N I 8:00- ' h 00

la

!- / \ 7:03 / \;:00 6:00 LOCATIOi!G 1:OTED TAE1 FACE 6 ' &sitr: r k D** OF Ot1L VE~ r' - n q im' . . fm .3 '.') 2,, e '- rye AREA f , DISTH:CI'S G! LOCATIO7 /- p ?. !l (1 . 10q ..., w JS ~; .. ht. ;.w; , i :. a . y? vm < c t.: 4 ;. . ;

a. .. - l. -

I , . _. f. - . . . l _ t [ , l Q l PT DadE_ow TnF RS'EL,_LBtm ' l Tlif._L1RI~n I" RELO W (mhor i OUT_5LDE.) 3{.(1 0 - - 4 g ' f- . g ~ J 2 ~)- 5 + O . c 1 a ~3 t t 2 I c. o. n 1 o \- D - i t o a 3_ it n c a ,bh , x . 0_ e o , _ e mK .e . 4 c v . m i * $ ;E ,.A o ,. O C P t c u . , h 0 _ - - PO r 'n t s i e t o .oyd y o o C d i a c po e, n d ) O T o n n o e c g c. .. .L C a s w c. m oPG h _ N t n O i C r m ( o r T f o f R 6 n O 7 o . P / c J E R 0 3 / n o n 1 1 a A R _ d t e a t o n O_ . O d s F i N , O 3 n C N 0 2 i o _. 2 t O

r a _

N . c _ o i _ N d . n t i - r o d p e e d - r n u _ n o i o r - t_ e a h . nt _ . i d me a r e x o i t u n ef e v e e r n i h - o t T . c c u - 2 r . 2 t s s t k el _ 4 c d u o n s ~ l n e - B n r ~ l

i t i 9 s 1,I! .I . . '

- ;.-fD . ~ . . . . . .Tes . ; n - ~ ~jf ' %- . ~. . 1. .,m_. . ;. r . ; .;.q.z-u .( \ *l - t u 8-x - NONCONQ)ANCE REPORT . ~ kj 3 '- 'U

1. Project Name Jota No. 19. 20.

! ,, i Midland Nuclear Power Plant -:E 7220 - t No. 613 p, gel _o, 2

3.

2. Unit (s) Drawing /Part No. Rev 4. Item Description 5. Item Location Common N/A N/A Compressive Strength Cylinders On-Site Test Lab e 6. to--Or Spec No. 7. Serial No. 8. Replacement Part sg, 1 Source 10. Contractor / Supplier C-208, Rev. 8 N/A Pt " N/A REv N O. Subcontractor United States Testing' Company

11. Inspection Critwi' tR NO SC/1.05-5 '2- ^mE ^uTNORizEO

. 3. SxETCM ATTACNEO is. Discoeered Dunne is. Equ;p runnished er COwG EsPEC DoTNER C-208. Rev. 8 O'vEs "E"N O O v Es IDe' N O. OREC:G ImcOwsT O TEST OCueNT OENG GO

16. Nonconforming Condition: ,, 24 Dispoution Concurrence REwORx REJECT REPABR USE AS IS made, cured, anEl tested in accordance with ASTMeC-31 and C-39." Further. ASTM C-31_.

paragraph 7.2 states in part: "During the first 24h af ter molding. store all test PROJECT FRELD ENGINEER DATE specimens under conditions that maintain the temperature immediately adjacent to the specimens in the range of 60 to 80F." PROJECT ENGIN EER OATE Contrary to this, tecord cylinder sets listed , PROJECT CONSTR QC ENG8HEER below did not meet the minimum temperature requirement for initial curing. DATE AUTNORIZEO 4NSPECTOR DATE E - m i A

17. Reported By Date i By 25. Disposition Results Ce fSh*&i

!2l'l7" hIVata, (l' DatE / b}o/

21. Routing $d rsELD ENGsNEERtNG O Ns tsPECarvi

22. QField Engineersna Desposition OFIELO ENGINEE Rt NG 5% OMMENDEO Ot5PO5tTible TO PROJECT ENGINEER 8NG .

Dispern. .J nionsr;c, gY //.23/;a Use as is. Minimal temperature variation will have a negligibl'e effect on the ultimat e strength development of the test specimens'. , , , f . // // / f KLKJJ /W/r /CD2X " / ~ - WiA <

23. Prosect Engineering Disposation .

9

26. OC Acceptance a

QC EN64NEEW. DATE AUTNORIZEO RNSPECTOR OA 4.a. .- ~ _ . . _ _ . - - (_ *- **"N M W*F -*6'.Oe aw - p g e q w . ,._.g = . . , , , _ , 7, c, 3 , 1 6 . ^ TN , I F F F P = R F . n U0 4 "2 2 . o C7 7 2 7 7 7 T A T 8 8 6 6 6 's-T5 5 5 5 5 I N T do . 2 wn . s. ,.ac o' orro c

c. #

i T6 6 6 6 , n S 7 6 7 7 7 a A / 7 / / ,., c _ c 2 2 / 8 1 1 ]1 1 1 1 ..n. . E/ / / // c. . c. c, o . ) I0 A1 1 1 1 1 1 1 1 1 ..s.. w c. sec D n _ T _ N O . C . ( T w R O P R . E C .. . R E i 1 1 1 1 C-XD D D D D . H . - T R ) O F b e u N c - O ( - C . N f_ T7 1 . O E2 6 5 7 8 d . N S 5 6 6 6 e . P 1 1 1 1 i S 1 1 1 1 l _ p ~ p a s_ g a _ t d . - l o - h . N o ._ O N . - I - T

A . .

D C 1 . E I 0 _ U E 1 _ . N I . _ _ I I 6 . . _ r T N a = -

E3 i b_ )b b s -

- O D - 2 ) ) i C 4 5 5 5 I_ )h . . . t 6 T4 4 3 3 3 s . 1 N1 8 9 9 9 i # E6 5 5 5 5 L _ M( ( ( ( ( - . _ K EA A C C C Q . y C - I I a. P . '.,~ l <' f 1 . e . ., . ,s.. m. ?f << . . . - [ ;5 : . .o.'

r. .

s . * ~ ., , NONCONFL.JNCE REPORT * ~

1. Project Name .lub No. 19. 20.

, Midland 7220 i No. 414 Page 1 of 2 s !j ; 2. Unst(s) 3. Drawing /Part No. Rev 4. Itern Descssption le) Concrete Temperature 5. Ite= Locatoa Coet. i2 II , H/A N/A 2.) Concrete Air Content 3.) Concrete Slump Four No. CC(6?3.42)a' ' 6. P-e.-Or-Spec & 7 Social No. 8. Replacement Part 9. Source 10. Contractor / Supplier C-230. Rev. 8 N/A era - N/A =Ev N/A ,,, N o, N/A Subcontr. actor Champion. Inc. **. ..p.ction Criterea en no, C-1..b S7 82. AsME AufwonszEn s a. setETCH ATTACHED 14. Dncovered During 15. Equip fusnedied 8y $NSPECTION H E Q:D ygg QOwo pkPEC OownEn ao. O vEs Quo _ O_aEc:a OConsT E YEst DCois aT Oeac Br'o

16. Nonconforming Coriditeon: 24. Disposition concurrence p ,

were noted: Item il - Para 11.1, C-230, Rev. 8, requires that temperature of mass " ' " ' ' " '' .l- # 0 " ] '" f ' concrete (ambiert tesp. 0 F to 30 F) be maintained .at 55 F i 10 F. Contrary to this 1' PMODECT FIELD ENG8MEE R _.DATE [ requirement, 8 c.y. of concrete delivered on Ticket No.11813 had an and of line temperature of 70 F. " ' ' " ' ' " " " "^ Ik "" '" ' """ '" '"'*" ITEM #2 - Paragraph 9.1.5. C-230, Rev. 8, requires concrete air content, as " ^" " " ' " ' " * ' " ^*' t - (CDdTINUED 08 PAGE 2) g

17. Reported By . Date . ~

ated By . Date 25. Disposation Results I' i '/ d b .1 / s*/ /s 4 ~1$ n,n f k( }2=E- k

21. Routing 10 F RE LD EN G8 ME emf M G Q '( OTHEMS ($PECOFY)

22. OFeeld Engineering Desposition Or'E'u E aciaEE a'as "Eco== EaoEo o'srosa rion To raostcT E aasaE E a'au

( F ' 23. Pro;ect Enyneering Desposation i

26. OC Acceptance oC ENG0NEER DATE Au THONS E E D INSPECTOM

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' E l f o L I t e 9 o N - N n d Q I i h n t T o p e p ig e t a k . e r r r g a ic O! d C a e h c a m T i 6 t n r l 1 o a y n p .# t c P c o p e n s. K f - e d ?'. C d o t e g O e 3 r r a f,L r_ r . # u y s . M d i a c E a l e m 8 T n e I i e v v d e d l 1 1 t o w + 0 + . i 1 .~ , e ' -- Iil[ ![ l ; 4' & r, N/,y) NONCOL o MANCE REPORT 6 * %/

1. Project Name Job No. 19

1 615 p,p ,, 3 Midland Nuclear Power Plant 7220 i

, 2. Unittsi 3. Drawing /Part No. Rev 4. . Item Description 5. Item Location Common N/A N/A Curing of Compressive Strength Cylinders On-Site Test Lab

s. P.e-Or Spec No. 7. Serial No. 8. Replacement Part 9. Source 10. Contractor / Supplier C-208, Rev. 8 N/A '1 " "Ev N/A NO. Subcontractor United States Testing Company

{

11. Inspection Cnteria tR H SC/1.05-6 e a. AsME AuTHowezzo 3 3.- SnETCH ATTACHEo 14. Discovered During 15. Equip Furnished By OOwo O PEc DoTuER NO. UN ' h^ " O 'v"E s'*"$'O Ova Da OR,c:G scOMsr O TEsv OcciENT OcNG GP'o

16. Nonconforming Condition: 24. Disposition Concurrence u ggg ggg REWORn REJECy REPAIR l uSE A5 85 made, cured and tested in accordance with ASTM C-31 and C-39." Further, ASTM C-31, I

^, " Remove test specimens ...... paragraph 7.3 states in part: from the molds at the end of 20t- 4h and stored in moist condition of 73.4 3F until the moment of test." PROJECT ENGINEER DATE Contrary to this, there is no documentation that this temperature requirement for curing was adhered to on 11/30/76. "" ' ' ' ' ' """ " '""'" " " " Further, the first temperature taken in Tank #4 on 12/1/76 was 68 F, thereby falling below the minimum temperature requirement as

17. ,. Reported By Date 8. , alidnted By a Date . 25. Disposition Results Y

2%M \ l l P/ L 42

21. Routing TO FIELD ENGINEENING Q O IHENS {$PECt P Yl .

22. OField Engineenng Disposition O"DMINEE RING R ECOMM ENDED DISPQSBTION TO PHOJECT ENG6 NEE HENG Met %F8.J sc*.- F**> '

W k / /,es //==r/~l;l Use as is. Cylinders will provide the best data available'of the concrete represented.

The effect of the low temperatures will be to slightly lower the strength developed by the assigned test date. Therefore the cylinders will serve to verify combliance I to specification strength requirements. continued on page 3.

23. Project Engineenng Disposition

26. OC Acceptance QC ENGINEER DATE AUTHOR $ ZED $NSPECTOR DATE D -. .. .

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o c I i t a m A n L y o o r o ) D T l s e i r o i f i c L', m.in o vcPG ks o N p f c f m ( T R o m a c b y f" O r P f s i E a ,k C N a c s r e i a q c r e p e s i.z _n e O F N O C i l y c e d r n a i l L, 7- - 5 y N Q O - n h a g e u 2 - r . o 5 . a r 2 "Q h n 8 g 1 0 c n 1 u n o c ) ) ) 1 2 3 2 2 ,'" k. e s - t Ii. !!,!!. t j g **..e s s'. t-m ph (j) I , ' . . NONCONFORMANCE REPORT ., / y v C f o i p .o rd o f t ocoe n a c. .y or C a. . e O a t p C s s s - s + t d E e e R t s r + - l u _ r l d s . 3 c - 9 N n 1 e o r - . h 9 4 " t 2 - h 1 n 8 g o 4 u . o - r u s h o i s t r r h e e 5 t r b 8 u m 2 5 t u 8 . s r r r s t e e d r s d d e e n n u b s i i n m i l l i u h y y t N T C C - . _ a g ,No .- , ' , . - 1 i!l .(- .I:L : -- - *- .* - . \. ., y g i rd 12 '4 7 ' f

1. Propet Name Job No. 19. ggg 2a No. Page.l of I Midland J 20

2. Unet(s) 3. Dr a wing /Pa.< r.b flev 4. Item Description 5. Item 1.ocation ,

Common 5 Liner _Plute_Embedn _ __EueL'N 1 t Pi t

6. P.O. Or Spec No.

._.7220_C-218._IQ

7. Serul No.

1 B. Ileplacement Part 9. Source 10. Contrac tor /Suppi or I![A fi/.A "'" II/A "'" " Con'Ltruction fi/A \ 11 Inspection Criterna e ,, no _,_H /A 82. ASME Auf nOnt a t o ,3 sugycn myy cnEn 14, Doco,,,ed During 15. Equip Furnnhed ily a (QawG QSPEC OoTuKa No. c-2h8fRev. c; c 'y E , '" h",."o"" Ova Gao g,eEcm01cONsY O YEs? OcuRNTD=NG 03 ri.D 1*. Nonconforming Condition: 24. Disposesion Concurrence Ihig.;_7220. C-2f 6,_ t Rey._L_Section_E_chown_. Liner _ Elate _Embeda newonn natJacy as P AsN I ust Am es (Verticals). spaced at 1 '-O 1/4" C/C. 6 Agqnd_i,1Lon_exigta_in_the g f_Leld _ at the Euel. i x T1b_Elt an11 locnimLon_16_Lincl wheln_tlw_Jmbsdo_nhavn_inJac11.onJ_hntv_ren CY FIELD ENG0NE EN . " DATE EteIntion_629'-s" & 633 '-9 3/8" _ are 4 '-2_1/4" C/C.__eEmbluu_uudneh4 rom o fMOA E N(e 0 N E E N .F -I'8 ~ % DATE oem* *r-le-M one- Walkin_nqured telleva3.lon 633 '-3", g?/'///_.4/.f) RvYg/ > W ds /).f A N / .5/~A AH/) 3/k PRSPE/7/ftf' f Y APOM AUTHOM0 EE D GNSPE CTON DATE teffndi~ t offMA/S - (0 - b s n E)/ Ah ~ / 20 7. I Hap 7ks At %p 17, $teported fly Dats 18. d Gf,0y / Date 25. Dispositmrs itesults A 14,8 /2-3-76 _ ksqu w lGU l 2 7G ' ' 21, lloutmg QTO FIE LD EN GINkEMING Q TO tires ltPEC0P Y)

22. OFeeld Engineering Disposition klE L.D E NGlNEE H9NG H ECOMM EN DR'O D4 5 POSIT 40N TfD PHOJE CT E NGIN E E M SNG Us e_As_I s .._ Li n.e r_El a te_d imen s ions _ coul d_ba_adj u s ted _to_compens a te_fo r__the_ c r ro r -

_o r._ve r.t in1._l i ner_ pl ate _wel d_s eams_coul d _be_o f.[_;i e tfrom_ embed _cen ter.l.i nes - A . $lC*as /2-2-14 .,_ e /2-9-!s.- 21 Prosect Engenserweg Desposation gg EDKincering concura_Litth the J1c.ld recommendat. ion _tn "nsc_an is"_the_uortical emb.cds_ p t_4 '-2_1/fa" c/c_.frpD..clent19n_629 '-5" t.g_63 3 '-9 3/8".* No nafety ' implications are invDived.

p Ell_o[ww m iuh</91, "'c""""

t* QC ENGlNEEM DATe , , AU THOM12E *3 G NSPEC TOM DA . - _ _ . __. . w._ __ _ _ _ _ _ ._ ._ m k ,2 N ,dm ' r, .Y " % y r ~- n;- __M".- .. ! * . '~ -? "' ' ,y 1-G >><s.%*., "3 ; *- 7 * *\.=- ' " ~ . .?'.- [. ~ ., ? -- : f (* do ~ ' NONCONFORMANCE REPORT _',..' - - 4 ?~* 1. Project Name , Job No. . f 19. 'gg7 20. h' . ' O ' * \' "*' "''3'~*' 3 (Y, 9 2. Unit (s) 3. Drawing /Part No. [..' Rev 4 Item Description ,

5. Item t.ocation j l' thit 1' 1 NCB-16-R612 ~4 '4 'O 9hoo hbricated Pine Snoel Nsevville Tavdenm Area

. .. . 6. P.O. Or Spec No. 7. Serial No. 8. Replacement Part ,,, 9. Source 10. Contractor / Supplier { . f '. M.1018 A ' Day 6 %* Eleck 1 "/ " b a EV a - hH ver M Menell . Yevner.sv111 a . W _ r' . ~ l - n1 ryLItOO s 2. AsuE AuTHORszEo sMETCH ATTACHED 14. Discovered During 15. Equip Furnished By I hc'- -:- 11. . Inspection Criteria in no- 3. susPECTION REQ:D !( T' Oows Os*Ec DoTHER NO. *N "" 7 O vEs ONO 9" } OEC o OCONsT O TEST OCoiENT BENG Or'o

16. Nonconforming Condition: .

24. Disposition Concurrence r %vchase nrder 24-ic! 4A." iky 6. Mrs 2 of the Pnaine.vinar h .._r.

'.m. $ . m- ' . REwORM REJECT REPAsR usE As as tion gnheittal stat ** in m rt? "All engineer 4w doewmante enRe red in enlme Is nf Whm {.' a i O G-121-D must be substitted for Buyer approval. These engineering doe == ants musrked YES ' F-^ PROJECT FIELD ENGINEER oATE iM Col *1Ertrt 4 N114 P== ei6. rial TVP4 MP tA N Piphec e p m o n k n f fash i.4 ,na t ( nyg_ " ( nyg % w i n t_h e s PROJECT ENGINEEn DATE .f ~. _@o re. nica snoel 1FB-16 96M-1-1 was delivered as shown in Attaebment A where as the PROJECT CONsTR QC ENGINEER DATE i '("M , f wn=e-r .d enbmit+=1 4, o nh.=4 ttR1 o (4t+a aw-n+- M. A !

W AUTHORIZED INSPECTOR DATE

. Tbid nanding final disros1 Hon. "c" vmb-r t e 14.1% . l l(L%"P1d tag (s) moolied. D 17. eported By / Date . 18.gVal ted By . Date 25. Disposition Results '4 { f c.WD :) / ~2' - 2 ~ Q., N bl /Ai s: / . *: l, _ )}*I- f*n

21. Routing Q TO OTHENs (sPECIFY)

]QTO FIELD ENGINEERING

22. OField Engineering Disposition Or'E'o =ao'aEEa'ao aEco="Eaoco o'5eos'T'oa To PaoJEcT Eaa'"EEa'NG

). ; e 1 . Y t N

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F. - ?- P i. }- 23. Project Engineering Disposition

g. .

) f. Yi' . - y . % 26. QC Acceptance f- QC ENG8MEER DATE

g. , o *

q s. AuTNORizEo INSPECTOR -

o a ' }.. l Q. 7._ .. . g . .;... . ay , . . . .. u.c .3 .a. . . w, .g.z . . .g; s .. N - - - . _ q - w m w , . . .> s u n > ~ ' . O:4 c.onT. No .. . l '). f2.\ Attachment A ocPr - y, C8,.1'. ~..'_E.s P3.'d 1 C0'.*1,'<.1 - ...... .. ev . . a. . , .. ... .;. p+ . g r. 's". . Page 2 of 3' NCR 617 g.ny.g Qf ... ~ . C Hi o '/'. ' ~. .' ;. " V ' -- 0/.T:C gN . ._ H EV f.. . .- . .\.w'.J,'-"..._CHKD.. /t . Om int:v.YCC. Hl Y.Mi- ' CH : oI.C ! S . 7G s m .cs.ssk,/;s ca.en.....;_..- > I i i - - I . . . e u ~ .. p r.,, - I I b L *h I - o + @i ~ e - c : I o -

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_'. G i' ,\e" - i, <( r=,_- _= o, ,ey n . @' @ y _'b . - _ l'-[/[-- Y-( 5 _.. [ . .. . ..... . . . bem;n f W-to %,, _ 3 f i i I 37E[ I3EVEL ECS e I , ASME CODE APPROVED , , 4 ,$TM . 6TL . ~ I . t Ass _N._ Qf _L.C _t _i_T Lf N E SPEC. bb APP. CODE _ . D b_< *2 A-N O. R EQ'O k 2DICGRAPHY sRT) # SPECIAL MARKING PRCHCAT lOCRT.or COM PLI AN CE[ g ^ ^ ' - TiCLc iMT' SPECI AL CLEANING / HEAT TREAT lMtLL TEST RCPORTS lV I \ TR ANT iPT ; V l / lO A T A 54 E Poet T S l #- PAINTING l COOC STAMP 5YcTEM b_ P_E!W #: > Y : . , fan.sPcCs M - M ' O N ' 0 0 ~ O I D r.cnwono._ M ACol'Z. n a t, 75 O Pacss. g O Psi, v c u n.d N.r. w r.- Ul O Los. _ t M P-Co G; - Ic) . .\ u c.e - 1 (o - Si-W,.-S -3 M P- G' Ca ~ ! d ' anstEn - Pe u n . _ _ , _Sn no. . _ _ _ . - T_ . . - r p , - -.. .. .. . ftiGdanellIndustdalPicing,Inc. ~ ' en4 oa co r. .n o. .'"7 Q S .I. . ttachm:nt'B ' "7 - CD:iSU:,11s3 PJ.*/S C0'.~.PXit submittal 2 * .,h0L'is), s Nit 2 iia,,il I' age 3 of 3 DRW N e e,. ------,---- NCR 'bil nwP?O o.h - /; - - ~- P.- ce. m . . . . . .. , 4 . .. nav. c, , ' ,. p% i RiiiJTION k ' - ~ ~ - - G = : ., . _ . .:. . -4 pJ 4y p -dc/) - /.')._ . ' . '. I ~ - l. a '.. ~.~. . g w .gM.I"._."_. . . . /.CDOR'S DRAWING REVIEW ' 3't!. .$&.. . ~ I & .

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+"-- RtIe . u.s o..,'vio .m b ...I -- . ,, u m . v.. : .-_._ 'l 0.. T 2 5* - - aa n c.e.as.e. e ce ,m.ms-n>+wnm .. e,,,,e., . .,>..u.+ mz ava, em.a . a- .l 1 . _ _,. ..m 8.- ..t._ 4 0 emit e. ..io,s .c. vere .ims e...t adi ..S e... . . ' .. .j . .. s a a .- - -: . . . r.". < r-t. .. ,..r. ,'...l ,t. Q a.n.--........-....,...'.*. < - - ; - . g--. ." " c ,,, Joia ne. . + -- ---. l g l g, 7220 i; t , - -l .- - :. . .. .s o@*-/ , e .a e,- l ; ' , By- Data I n *, ., y *H l ~ . .GECHTEL * .r u . , .. MIDL AND PLANT UNITS 16 7. L,,:80 ' ' J- p- i .--- I - CONSUM RS POWER CO , . 5.. . I - [. .-}. . .- .,s..., - -.., - ...,.f... .

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q- . p %c@, ; ,. 1,-4,,-- a- . '? ls j 0,,,_e 181974 .. l,- Co,e = g"^of" - 3- ,- . . . . '.' r . j .. !CHT.EL POWER CORP. . !- I - . . . . . . .. 3 JOB 7220 - - -r - n . .'" - .1., o - ( O ?/s 19] j. f,. ' . .s . , .- - . . .e < u. . . . . . . - . ... . - . , ..s..* r. 9 .? .f , . ' .' . _". .'.,' :. f.? .l" , . .- 'l. $ ., ~ q . . '. - -- ..:. . . s y ;. . y .. ..; m'n ec.w.m 1 - . . 5 , % T W. 5:,- t , ,' ~ As . ksS '* C '~r .'.T. une senc. \ H Q.% a re. cov e A c-.E_c . t. s. - - '. -) M 5'HY ta rs, - lsezcia.5'Aax'"o - iPazaz^T lceser.e7 L . -ict.e -rd I s,eciat.ci.co,~c a , . gaur raur i ty , u ., , . .. . g, c.erturn.sur.,mi .- i e2, r n o g g coo y 37,,,,, j g ,,,, ,_ g , ,, A N , ,7, , , y, j . 7 enr.v Df t '/\ ' ,' -C v.c , . 1" , g _3-c a q. g. g ~ . or.v a n . M = t *2'. n s- - . =5 Qh 'a css .,_.=,_<., e '. : . . esi. cu e =7?.C) ... = oa -- .r. wr. u u. .a . . . :. ... . ,, ~.e .mm=- f f x

1. Project Name Job No.

9 NONCONFO MANCE REPORT ~ f 19. ( ) 20. No. bib Page _1.of 1 Midinnd 7990

2. Unit (s) 3. Drawinda- - *' Rev 4. Item Description 5. Item Location 3]nita 1 & 2 72JO-E-20-2 Replacement Part 7 8 Weld Neck Flanges Whac #1 OC Hold Area

6. 7. 8. 9, Source 10. Contractor / Supplier P.O. ^- S - "': yial No. ,,

7220-E-2O_Rev 2 "i" A "'" " Amphenol_Sama Supp:.ier s _Chatswortir,_CA.

11. Inspectit . Criteria N })I$-b " ". .. No R-1.OO-411 i=. as=E auTNoaiZEo 8NsPECTION HEQ:

. > . s ETCN ATTACNEo Ov"

14. Discovered Du,,ng 15. Equip Furrushed By i Dowo 15 EC OoTNEa No. R 90 naj' 3 0 vEs SNo 3" GaEC:o OCoNsf O TEST OCLiENT EENa OrLo

16. Nonconformeng Condition: -16 24 Disposition Concurrence Spec _7220-E-20 ra 12.1 atates- " Written _certif'ication nEwonn .E,ECT nE,Ain usE As is l

._andlor_certifici. teat reporta nhall be._submi tted as required by_ form 02 91 3 -n_ " noc. ._ Contrary, to tha above,_va did nnt._ receive requivad anenmantatinn 11ated nn n-391 n can aGMNs PHOJECT FIELD ENGINEEM /_gA/C/7e O E .3_ weld _ neck flanzen. __. DATE ENGINEEft Iiold cen#og final disposition. "Q" number is 3.002. A 11 old . tag (s ) applied. Y # nwM # . /.?- W-74 I e JLCT CONsTR QC EN J4EER DATE , AUTNOHlZED INSPECTOR DATE

17. Reported By Date ,1 veti tad By Date . 25. Desposition Results

21. 'Houtsng-a //. . // =/= % * ' N' 1:gL. l?*l-) -

%TO FIELD ENGINEERING @T ftENs (sPECIFvl

22. $Feeld Engineering Disposition Or'E'o ENo'NEEa'No a ECo== EN oEn o'sros' Tion To rao'E CT E NoiN EEaiNo Ro ute_to_Mati tr_t ai_s u pe rxi s o r_who_wi1Lo b tai n_requ i red _da:umen ta tion 1 pi ^76 l

l U #v/w y8

23. Project Engineering Disposition

26. OC Acceptance QC ENGINEER DATE AUTNO H8 ZED INsPECToM O

"~- " - - -- .- - , , - - - - - - - ,, .?.y - ** , r's - + 6 .^ Jy3 ^- . . - O s . ,-c4' .c. .- . .[ , ' , ,' * , NONCONFO-JNCE REPORT .'N b 1. Project Name Job No. - 19, 20. -Mid1ggd 72]g i N o. Page of 2 ~

2. Unit (s) 3. Drawing /Part No. Rev 4. Item Description 1. Concrete Temperature 5. Item Location OoSt. I2 Coot. #2 N/A N/A 2. Concrete Slump Four No. CC(640.0)a'-

} . q. . a. P.O. Or Spec No. 7. Serial No. 8. Re acoment Part NA ,,, 9. Source 10. Contractor / Supplier . C- 230 Rev. 8 N/A et a .Ev u o. Subcontractor Champion, Inc.

11. Insp.ction Criteria ,, n o' U~A

JU""(U e 2. AsME AUTHOR $ZEo g3 SMETC TTACHEo 14. Discovered During 15. Equip Furnished By

~ C DwG h PEC DoTufa a o. O'v"E s'*

3*o" Dm -

OaEC:c OCoasT STEst DC'iEnT OEna Sr'o

16. Nonconforming Condition: gw, pf _

,f .g , %p g, f.g{fg g),3, the follotring discrepancies * ' ' ' " " "*""*"'* were noted: "'" "" , , ITEM #1 Spec. C-230. Rev. 8. Para. 11.1 requires that the temperature " ' ' ' ' ' " ' ' ' ' " " ' ' ' ' ' ' [ b- of seesa concrete (ambient temp. #F to 30*F) bs maintained at 55 F +10 F. Contrary ' #^~' ' to thi.2 requirewat, approef tataly -, e.y. of concrece delivered on Ticket No.11980 '" ' ' ' ' ' ' ' ' " " " ' " " " ~PHoJECT ENGINEER j p. . _ had an end of the line temperature of 40*F and appror h tely 6 c.y. of concreta DATE j !- delivered on Ticket No. 11989 had an and of the line temperature of 68"F. "" ' ' ' ' ' """ ""'"" "^'" ^"'" "'" ' " * " " ' " " , ITEM #2 Spec. C-230, Rav. 8, Para. 9.1.2 3r 9.1.3 requires the slump to have a l 1 eported By Date 18 t' By 4f Date 25. Dispostion Results l LO \ ku, u he, D - t, - 76 b / ytsyc j 2 -(r ~]h ! 21. Routing To F8 ELD ENGINEERING Q TO M ERS (SPECIFY)

22. OField Engineering Disposition Or'E'o EasinEEa'ua nEcouuEnoEo o..Pos T oyTo Pno,ECT Euo.utEn.no

+ , - ~ F 2 I 23. Project Engineering Disposition [. 1 t

26. OC Acceptance

! h QC ENGINEER DATE b A _m ,E AUTHORIZED 8MSPECToR D# , ,, J - .7 .a.. - , .v - . N'V'* 5:Wh.. ' * *& O *

v.

.'..-l .s* , L 'Q * * . * , . ' j_ . " \> . . M __ir%i p gy.- e v 7 r nw3 , W uy myrg gy i F W, - y- - '+'vv.T 3 as, @/ 4' C " ' ' ' "T phrsp y,- m gm gwc ' a T _, , ) t ; . n - 9 e ; 7 1 m e ; . - 6 i r u e q d e a O, ,- _ c, r n c e _ i., i r h e t w ,. o s t r - y d e , r n - e i 2_ r l ,_ t y . _ -o n c , o o . p-2 C f s. o . EA p o , QC i a . t oePO r p e u s c. "5 S y p y f 1 , Co o , . ,oyd t . po p . . C, o nr i d . m m e c.

i. .r *C .

d . - ) i u i m c.PG i io l l l T s p N n p o A w O i "6 - C t g ~ ( c a a 'd e T T - R j h = O e t d P r i l i E w a R a ! d O E d e e p n c n ~- c a O - l

p 2 .

R s 5 O f a 0 , F o w 1 ^ N n 9 1 O i 7 C g 9 r N r 1 e O a 1 b , m m , . u y o N -- c N n t . e t s t e i - r k L . a c - _ v i Q - ' d T a . n e n - i t o r e i - n r t r c cn i s h o o p t c - i s w f i - - o D - - s "3 . g - u t u f o c y . i n r e n . 7 i 4 e _ r f f "t i y i n O n l g - 'C i e n l t E 6 a C O 1 g m r n i o i x f Tc o _. r r d o p l w p o _ . " a H _ . ~ . w 4 m ' . 1 ! . .;l'( ! i ;r! ! !,- j , < .. . ...- - .. - . - . - - - - - -. ~ . . , . . . _ :. c - W m w-L.areca.-L h..g im a .rMa b -e r - -+:rt.di EL L4 W 1_4_ ate ;JM h u-=1 ~ COTIOCied80 7 ~ " " " " %,vi .a o AA i2.-.6.% NONCONFORMANCE REPORT

1. Prrgect Name Job No. 19. g g 20.

}iidland Nuclear Project 7220 Na- l Page _ of

2. Umt(s) 1 Orawing/Part No. Rev 4. Item oescription 5. Item Location Aux. Bldg. N/A . N/A Concrete Curing Slab 10 A(634.5)b

6. P.O. Or Spec No. l7. Serial No. 8. Replacement Part 3,, 9. Source 10. Contractor /Sup;,sier

-e=2Sl g-Rew.-9hi _ I!/A esN N/A REv N o. Construction N/A

11. Inspection Cnteria [ , no,C-1.40-23 pcE n.

,AsMyu1Noa4Z , ,, Eo

n. sxErcN ArvAcNEo 14. oisco. red ouring

15. gg4urnipedJy'g ,; .f4 D owa Es Ec GovNER No.6. u i reu # n eg, O v es ENo O v Es E" Dasc:c mcoNsr O vest O c t. E N T'GE N G Or'o is. Nrnconformme condai.on: D hw Yhm kh 4 mm h me . . .. hN & 24. oisposition concurrence

"" "* " "'~~ " " ^ ' curing period, the concrete members shall be adfq$ately protected to maintain concret= : curface temperature of no less than 50 F. Contrary to the above, slab 10 in the - " * * * ' " ' ' '""'"" ^ Aux. Bldg., El. 634'-6" south end between 6.9 & 7.4 lines the temperature dropped "" ' ' ' ' ' " '""" ^ below 50 F for approx. 15 hours on 12/4/76 & 7 hours on 12/5/76. "Q" List 1.205. 1 Hold Tag Applied. (40 F was the recorded low temperature.) l AUTNOPtZED INSPECTOR DATE T h j lN/Ards5llb.M! . r!n ?! -l.., .

17. Rrported B. cate ate' By ~(,,/.'4' ? [ d oate 25. oisposition Results E k

A . m. b o r:ELo EN GiriEERiNc '

12/3 )) l-{gyDW'5 tge E ns gsrEderyg 'A

21. R2utmg

~

22. OField Engineering oisposrtion MFIE LD ENGINEE RING R ECOMM EN Dt.D De sPOSITeoM TO PROJE cT ENG8N E ERING -

Use as is. Cure was extended to provide 7 days adequate curing with temperatures above 50 F. The above readings were made with a recording chart thermometer near the. south face of the slab. A similar recorder on the west face s,howed cupigg , , temperatures above 50 F throughout the curing period. ~ hD ffM'W' gA6ff

23. Project Engineering Disposrtion V kM

26. OC Acceptance oc ENGINEER oATE Y /

\ O 3 NONCONFbdNCE REPORT (d

1. Project Name Job No. 19- 20.

Midland Project / No. 622 Page y of y { . 7220

2. Unst(s) 3. Drawmg/ Nee No.% st[7,/7 Rev 4. Item Description 5.

Item 8.ocateca Aux. Bldg. i 1&2 C-233 5 WF 24 x 94 (13B11N) Elev. 584' I, c/f, l e. P.o. Or Spec No. 7. Serial No. 8. Replacement Part ,,, 9. Source to. Contractor / Supplier .l ,g E-364, nev. 0-

11. inspection cret.ria N/A P/N Jh HEV

// N o. " Construction Asur AuTwoaizzo N/A

14. Discovered During

,, , . i s. i s. sxcren ATTAcuro 15. Equi F anesh g ,g. Dows Eseec DoTura E eb. 12, ' M gy",5,*

y,"o" Dvas &

16. Nonconforming Condation:

a o. Onec:a Ocoasr O Test Occis a Yo Or'o g 24 Desposition Concurrence newoon o r,EC T narAin use As is ]{ C & D lines) has a crack in the web @ the re-entrant corner. The crack is -r. , l completely across the bottom face of tne web, and is 1" plus up one side and Q[ pd /,//gg 1/2" up the other side of the web. " ""*'"" "" One hold tags applied. Q-List #1.201. Hold I - for Engineering Disposition. *[ *"y'"M., p ^j'j . f.g.i , ] PHo CT CoNsTR QC EN INEER DATE AUTuoRi2ED ONsPECToR DATE

17. eported Y Date 18. a ih pd , y' , Date . 25. Disposition Results

e. ChMu vn !Z- - D "'i l ~

, e 9./ *6 j' )d #

21. Routmg QTo nato Enc NEEninc 0 To}o7eas ise=cirvi g[ -

22. dField Engmeering Disposition Ors ='o =aciascasaa a=couaraozo oisroseTioa To raoescT =aciacenino The defect mentioned above is not a crack but is a cut, made during fabrication, that extends past'the point of tangency of a re-entrant corner. This cut will be i

repaired in accordance with GWS-Structural, Section 5.5 of Specification G-27, Bechtel's Project Engineering approved General Welding Standards. c%d/m/2/(., A . mYi. G d- /e/,n/7<-

23. Project Engmeering Disposition

( ) [

26. OC Acceptance

' QC ENGINEER DATE , AUTnOHi2ED INSPECTOR DATF - + .i

79; y-- - -

a '. .* y- gr..s .;- v .c . - ,g ., p y j y p 7 y_.- . +9 'r-; 4 T '7 ' u ' -' w - - r '^' .r~ . .. : ../ .c ,. . . ~ ,7 - NONCONF NCE REPORT , 5 - .'~ 1. Project Name Job No. 19. 20. / 623 Page 1 of 1 Midland 7220 No.

2. Und.s) 3. Draunng/Part No. Rev 4. Item Description 5. Item Location cogg 1

i Unit il N/A N/A Concrete Elev. 593' to 657

6. P.O. Or Spec No. 7. Serial No. 8. Replacement Part

,,, 9. Source 10. Contractor / Supplier C-230 Rev. 8 N/A ela N/A REv n o. Subcontractor Champione Inc.

11. Inspection Criteria in no G-1*JD-OJe G-1.J h@4As=E AUTHoRIZEo 83. SMETCH ATTACHEo 14. Discovered During 15. Equip Furnished By Dowo UseEC OoTwEa no. G '.x

. , w . 8 O 'v Es" '"~ ~D"a'o" O'" } OREC:c OConsr B TEST O CiiEaT OEno Br'o

16. Nonconforming Condition: 24. cisposition Concurrence Specification C-230 Rev. Se Table 9.1 states in part; When REWoRM

REJECT REPAIR USE A$ is

. using a D-1 mix design the slump rejection limit is five inches. Contrary to the . above, approx. 3 cubic yard of concrete was placed with a s1:sup of nine inches into concrete placements C(593.5)c & C(607)b'. The res==f ader of the batche (7 c.y.) L.- represented by Ticket No. 12013e was rejected. Field cylinders were cast. Hold for Engineering Disposition. 2 Hold Tags Applied. "Q" List No. 1.105. - - " " ' ' ' ' ' " ' ' " ""**" ^ p AUTHoRi2Eo INSPECTOR DATE '7

Date . y 8. Validatop By 25. Dispositioii Results

17. a1: , Reported gy416 Il.h,'j]J/ I?hhc W A ir u, ., . EJ.*f ; Dateid X

21. Routiny g To FIELo ENGiNEEftiNC O o oTHERS (SPECIFY) -

22. OField Engineering Disposition OriE'o EaciaEEaias aECo==EnoEo oiscos Tion To rRosECT EnsinEERino L

~ l

23. Project Engineering Disposation 1

s

26. OC Accepta-QC sNGiNEER oATE

_~ 3 AUTHoRIZEo $NSPECToR . Y # %

14. - Q"";;: ,.'.L';_. ;.:... ' .

~.; e .~ ; . _ q._ - ' . . - . 1. i.._ ..c t' . , .._ ;. _ 3; % %,grw- s. 5 44); y p eg s ;,n g v y r..; 7.g w g . g 9 egg, p% 3- i q p.;y g ; , g. - ,w , . agg.jp. p =_-. - ggy, , , . . - - -~ __ - - b Ts ; . .~ } , . NONCON,j!ANCE REPORT 7, Q %-g , .n ..g . 1. Project Name Job No. 19. 20. , MiAlnnd 7990 f N o. Page h of ~1

2. Un.t(s) 3. Drawing /Part No. Rev 4 Item Description i

5. Item Location Units 1 & 2 N/A N/J 2 l'0" Lamons Spiral-Wovid_Asle.atos Gaskets e 6. P.O. O.- Cr., 7. Serial No. 8. Replacement Part Whae #1 00 Enid Area

,g, 9. Source 10. Contractor / Supplier ! 7990 M10lA Rev 6 U/A PtN N/A REv N O. l ! SuDplier IT'? Gr_innell. Kernersville. N,Q.

11. Inspection Criteria , , n o, R-1,00 Q6 $ 2.- ASME A UYNORIZ ED 13. SMETCH ATTACHED 14. Discovered During 15. Equip Furnished By M-201 Rev 7 _ "' '"

OOwG [IJ SPEC OoTNER NO. O'vEs "ENO O vEs Gl" ~ GaEC:G OCONsT O TEsv OCuENT GENG OPLo

16. Nonconforming Condition '

24. Dispositioif Concurrence

1. Spec 7220-M-h81. Rev 9. Piping _ Class Sheets requir.e that REWORK REJECT REP AB R ' USg AS 85 m ovi tnl l i n atylo n3; nl nv cc annkatn hn unadef'nv n11 f7 anma jnintn i.rhnrn n 'nni val -

vnnna nnbestes gasket _la_ required. Contrimr to the_aboree_lamona_WR_gaskala_vero PROJECT FIELO ENGINEER DATE Paceived nn li nted nn Attachment " A"_ PROJECT LNGINEER DATE 9. Tt in indatominnte as to_what__documantation in required _.for_ gaskets. " " " " '" " ^ , 3 Anne 7990-M-h81_'Rev 7 Caneral Unte h statear "All M ari tnll i n cankntn nra tn AUTNORIZED $NSPECTOR DATE Cnn't Pr. ~ 9 y' $17. M fV

rted By Date d.lL4 t Date 25. Disposition Results

21. Routing

/2-8-% W18\ ale _x /2 4 - T, O F8 ELD ENGINEERIN G dT EIf 5 (5PECIFY)~ '

22. OField Engineering Disposition @lE LO ENGIN EE RING R ECOMM ENDED DISPOSITION TO PROJE F ENGIN E E RIN G Ds s /"C T!T/CN RCQut< TO r^;? / D

1) Engineering is to confirm whether lacon WR gaskets are an acceptable substitute for-

'flexitallic style R-3, R4 or CG gaskets. If so, Specification 7220-ft-431 should reflect this.

2) Enqineering is to specif_y documentation (con'td on page 2 of 3). -

23. Project Engineering Dispoutior. -

26. OC Acceptance QC ENG8H EER DATE

, AUTNORIZED INSPECTOR DAT 1 , ~ ~ ~ 'P ' NONCONF CE REPORT (CONT *D) ..ece=_2_or_3_. ... 624 .. BTnck_16_ continued I _._ba _ cons truu t ed_ o f_.u t andard_ mat eriala_ whial_c cc_30h_.a tainles a _a t eel _and_ blue-dyed _Ca nn d i a n (chrynotila)._anbantoa_ i :' __ paper __ fillers _and_p hall._.go n t ai n_a_ELx inn.na _oJJ0Q_pprg_leM]gglzly_cIllorl dcu . " contrary _ to_the_above,__the i ___Cartificate_of_Complianca did not._stata._that._the_ material._uaed_wern 30!gattdnican_nten1 ond_hlua_ Canadian- __anbeaton_ filler. i ._ . o" numbor_in_indat nm i nn ta._ Hold _ pcndinte final - diapouition-I hold _ tag (a)_ app 1_ icd. e Block 22 Corttinued r.enpfrem3nts for naskets. The G-321-0 used for gaskets is the sane G-3210 used for fabricate f pipinge . - a nd_d 0f.J MDL1 $10n requ irpnen tbl re i nd e t e rm i n a te .

3) If engineering approves lanons ilR gaskets as an acceptable substitute for flexitallic, specification 7220 t!-40]._nate 4 shouhLrenect titi:i. The ' field procurement supervisor will obtain a certificate of compliance in accordance with the revised note 4. ,

d_uN2 (s $CC" n 7 / Z(, _ dof._8 mob m . z. z -76 A seese a wheio Copv , . Ors e'ae'o* CeaseyCopy _ p ieks regen.e, Penn Copy . pgAg Geldeneens Copy . OC - . _...... . _ . . - . . . , ,. k~.. " ~ . .f__~J _%m-g,jQ , . g- -q. 4 - ; e, .#.;-((l SHOP WORK ORDER ~ -- - ' v '. ~. . - .' _. i.q ] 3 ., G A HO LIN AC O ., j u re - PAC $ i ! I GASKET & RUBBER IN C. . i.LI . :.. : . ; e , u s 29 74CitiM . P. 0 CRAntR A 2 + GEEEh5 EOR 3. !t t 27402

Pn0:iE (919) E2145El .

.. ik.).h g#- <I MANUFACTURERS OF GASKETS .

w. .. *;," . . cy# .:

s s u 'S'.[. *~SEM .:h. Ty,, , _ _ cau.1 - c. : sc - - co. . i, 2167 . .= Box 566 ', T K e rsville, N.C. 27284 'T : ' *

.' I. ~

.~' , .o y o Attach =ent "A" .. 'I;: NCE 624 Page 3 of 3 ..).pd~~J3d: - - ' . .; ;.Q A,__-- DATEtreTanto Cusf. ORDE R PeQ. 5 Hip vl A $M 6 ppi % ,,,,,_, , , .) 6 30-76 KER-4797 Air PP SD W 1% 7 A mn-n .Ti m I , $$Nc7 , ,. c aYr'n*co "'2e ES "'"' " l I f , 2 9 1 10" spiral .cund kR gaskets, 1504 - ) .$I f , ( 4

Q ] <

\ p_s 4 ia - .. . 3 j i l' i l { ! h I

l VENDOR :

p,o, go, but! N O. __ d _U w MRt 3. _ DATE RECV. Eh p hTv\H ! NO.

t. CPtECKED BY , ,

WMAW - ~ TIELD ttWrECTCH SY - . I COMPLETE O PARTIAL. O md - U- HOTLCE: INSPECT IMMED: ATELY. Att cisms must be enade in 10 days. - .No material will be eccepted for credit without written permission from CAROLINA GASKET & RUBSER CO INC. - ' ~ .x- ^ ( = l ) NONCONF NCE REPORT vo A b<bn M

1. Job No. 19. 20.

Prosect Name I No. 625 Page 1 of5 Mid'nnd 7220

2. Unit (s) 3. Drawing /Part No. Rev 4. Item Description 5. Item Location

" , Unita 1 & 2 N/A N/A Spiral-W.ound_AHhesto s_ Gaskets Whnn #1 OC Rnld A ro n.

6. P.O. 9 C;- -

7. Serial No. 8. Replacement Part 3,, 9. hurce R Gnuacuduppher 7ppo-M 10h a navl>_ see_. Black 16 "'" O a c " -

Supplier ' T're arinnn11 ' 11. Inspection Criteria ,R NO. R-1.00-h97 it ^5=c auTNo"' 50 t 2. sxErca arTACHED 14. Discovered During 15. Equip F erneshed By M-2Ol Rev 7 O v Es EINO g) REC.c OcONST O nST O c u E N T I]E N G Gr'o OO-G ZsPEC DoTNER NO. O 'v E S "('3"N O'?

16. Nonconformeng Condition: . 24. Disposition Concurrence l 1. spec 72po-M h81 Res_S, Piping _Claan Shecia_.requira that REWORK REPAIR USE AS GS REJECT

; . Vl avi taTli n ntyl n R3; Rh nr. CC Cn *ats_.bn _ used fnt n11 f'langed jnints uhavn a snirn1- _. wound _aabeat.oLgusket is required. Cont.rary to the above, spirgltallic style 911 __ DATE PROJECT FIELD ENGINEEn gnaatn unrn received an linted on AI;1achment " A". _ PROJECT ENGINEER DATE ,

2. Tt i n indeleminatn as to what documentation is required for raskets.

l PROJECT CONSTR QC ENGINEER DATE J , 3 Rpon 7990-M h81. Rav 7. Canavn1 Mnta 11 ntatent " All Vl pri tnll i n Cankotn nrn tn ha , AUTHOR 8 ZED 8HSPECTOR DATE ,, Cnn' t Pg. 2

17. Re 8 Date 18. By ,, e Date 25. Disposition Results

21. Routing

/d:%portedkAn ' TO FIELD ENGINEERING /2-8-?c Q'T u,fai;, t, vaCEu - O t$t RS (SPEC 0 f Y) i 2 ->f JC

22. OField Engineering Desposition UFIELD o*, t'NGIN E ERING R f CO MM ENDE D)ISPOS87pN TO PROJECT E NGINE E RING

] s p c.::1, . ., .-e ge b by 1-r-n i l) Engineering is to confirm whether spiraltallic style 913 gaskets are an acceptable substitute for flexitallic style R3, R4 or CG gaskets. If so, ) Specification 7220-ff,481 should reflect this.

2) Engineering is to specify documentation (Con't on page 2 of 5.)

23. Protect Engineering Disposition

26. QC Acceptance QC ENG4NEER DATE AUTHOR 9 ZED INSPECTOR DATE

.w s -7 -' - w w

w _

s , .) s ' , . . . _ .y y _ , , , n NONCONFOP" NCE REPORT (CONT D] e.rass 2 ar1 e s. n-l TInck 16_, continued " ' ' l ennntructed nf standard matarialJhich are_30!Lalainless steel and, blue-dyed Canadian (chrynotile) nnbeston , pnpnr fi l l ern . nna nhnlT contnin a marimum of 200 ppm leachable _ chlorides." Contrary tn thn above_ thn Certificate _.of__ Compliance did not state that the materials used were 10h stainleas_ateel and blue Cnnnainn nnbeston fill e r. "0" numbnv is indeteminate. Hold pendine final disposition. hold tan (s) applied. Block 22 continued. recuirements for caskets. The G-321-D used for caskets is the same G-321-D used for fabricated piping and dorunentation reouirements are indeterminate.

3) If enqineerinq approves spiraltallic gaskets as an acceptable substitute for flexitallic. spec.

I 7220-t1-481 note 4 should reflect this. The field procuremen't supervisor will obtain a certifice.te of comnliance in accordance with the revised note 4. . (6Pn'f 6. 'N ~d. c /Z -2./ .76 f _ .[I A M i 2_ - z2 7 6 l t ~ w ..c.., - o, ....o, c.a.,,co , - mid a.. , ' Pink Coo, - PQAE Cold.need Copy - QC s , g g-< ' ' ' ~ r :.rar=vnm . . n-, . ~ .GREENViLLE, SOUTH CAROllNA 29602 4

hAGE NO. o .3, og SOLD TO's ITT Grinnell Industrial Pipong SH:P TO*-

c$ ibe Cog . d P.O. Oox 566 c/o La::.su.oers Power Co.l ,. Keracrsvillo, U.C. 27284 Midland, ' Ilich 3 ): 4 - Attn: Q.A. Engineer , Attachmgt"A" D Page 1 of 3 NCR Page 3 of 5 "HlPPED FROM II- 72-9_0741 O vv. - fwTn*nco ; nue - 8-13-76 EXal,"Jy y n 3734 L o no. ~ l,n,y, no, ,j ooo ,,,, o """Su,,,,o !!c t S.P. DESCRIPTION f"$ EL CORTIFICATCS OF COMPLIANCC AIC RE-yr n .-n r n na no mr.emi- c f.T'a o. -n'in P2nO2-- T q <8 )n. DUCTIDLE, AMD SHEL DE SE3T TO Tile PORM 4 cncym %-om T r'ei nt>T'rter.r. T? n!!qTnT ar. PEPI5}G IbC. P.O.n BOX 566,' KEIUCESVIIJ.C , :10 d 1 777 ; ry m-- . r,en-Tn r or' n m cony mn k ACCO.MPANY SilIP:C!!'i I'O' "'" e NO SHIPMENTS SY PMddYGn=3M Ub5 UNL: :SS t?mm r-'t net =gn- Tv.nmTm; T 4 nTinn7 (# $ v 3 ,q ,s ,;

r,7n94 M FIR 7029-1 __

J' 30" 1500 spiraltallic style g 3 RF gasket - 3 h MR 7029-2 . j g ? 6 U 20" 150! sairaltallic stfle , p . 9 RF gaskets E , 4 MR7.b29-3 , g j w _ 7, ~d 10" 30o M 4 spiraltallic style g ( 6 RF gaskots E ( { , Tag above: ' - , g

1) HDC 2) PM 619 sht 44 rev 4 h Field list 27031 g

.MR 7031-1 f l s72 30" 150! spiraltallic style. f h' RF gaskets E ! W - f6 P a 6 \ i"[~ _ _ * .. l, DI A1. 2 3 P.O Nok 260s , , . , . t.i bOId GREENV!LLE, SOUTH CAROIINA 29602 ' PkhE NO.3 oh , INVOICE DATE .4 , 8 ITT Grinnell Industrial Piping Mochtel Perd rp . . j IttacNmhnt"A"*,.ha*h2'o NCR 25. ,,;Page h of 5 .' '. !.i *. SHIPPEO FROM VIA YH PPEO I ,_D ATE NON"N S.O NO! _ PREV. HO. N otat HIPPto DESCRIPTION $E MR 7031-2 hg j$ 6 Q 20" 1503 spiraltallic style RF gaskets E { M2 7031-3 f f k f , 4 Q U 10" 300i spiraltallic style } ' P.F gaskets E

1) IIDO 2) PM 619- sht 55 rev. S .

Field list 57032 $ f MP. 7032-1 l 30" 1500 spiraltalli= style j

2 ;. .

RP geskets E - !t- 7032-2 f 16 \ 20" 1500 spiraltallic style - k qp (g u ; s RF gaskets E ,?y , ^ a . MR 7032-3 3 ll {4 h 10' 300i spiraltallic ntyle - RP gaskets E 131.1 [ ':'ag tho' above: ,g . 1) HBC 2) P!4 619 sht i.7 rev 3 ${ I W gj g AS:e Sect. III Class 3 ':'he above cust comply with spec sheet y * ) g 3 :T 005 rev 0 8/29/O 75 y 'Q v- } ' Vendor cust su-ply C-321D forn with j q 7

w. , p proper docentation with material shipogd _1 _

. . - - - - - - - --s. .:. . . . . . .. _. . DIA1. 242A54b . P. O. COX 2 6 30 , GREENVILLE, SOUTH CAROLINA 29602 P' AGE NO. , '.'.e i . '. s 433475

I NVOICE DATE sotoyo[ ITT Gdnnall Industrial Piping, 'In3Mir TO: Bechtel Power ' Corp. .: T c/o Consuznar Power Co " 'y g' P. O. Box 556 Kernersvil10, u. c. 27284 Midl'and, Michigan 4 i Attn: Q. A. Engl e r -

i g ' ~ * ' ma % w "r pg g g y ... SHIPPED FROM 11-72-903990 vA E^ie'ero ___o,ar 10-13-76 8% Elf,"Jg. KER 3782 8. o. no. l,aev. No! 65736 oxornro "^**'1,,,co Net 30 SP ' DESCRIPTION $$$ ms amzAL Is smEc p mmma ej 'jj[ g w_.uu u, a --.. ,-um._ an g- . Inc. m o n s Paroa ro PERFORMING TEST & Q.g } g t .,um 1 - avuov um us m.u.x. 1~ p- -993-4831. owLY ITT GaruuELL o.a. cAs nEL ,, .jp g Jg g mmu.,u, rux m, . j . $ydqgyg%B2 d ddNf'd l Field List 17050 MR 705,0-2 hhhh I e j 13 4" 3006 Spiraltallic style h [ e ss*ets . . E, l -l$$$$.. i i 9 - - smcoxm._ mPmOmg ;j i .N - g Hill < MP 001 rev. 0 (unc. Class,2 only) cl.t' OUJ .L CV . U 0 4.J-/D hhh ------g- ---i .h ! . MP 006 rev. 0 um 0-29-76 h b] a = 4-e % . : gg, ~ Must supply G-321D for:n with proper ' , g s doc - E,tinn for na tarini. mM r_M .- -- gg _ , g, " m 2 jgj _ g Jg r.v. nu. i.w No, p og .,,gggeg $x Q3 b N?3M MR R N O. _- -_. DATE RcC'D. '^ ""~ hh Cl;;a iMMMR [ 1"'^L iMnB WlBi o! .. . ne annamn m - MM " ' D % N U VfCU ( ), [ {sjh ; , BY:__ / ; _g . . b a l ) , eg } f TL, p%sig - y , NONCONfm'?ANCE\ / HEPORT kj'

l. Prrsect N.tme Job No. 19. 20.

Midland 7220 . "*- 626 "* g ' 1

2. Unet ts) 3. Drawing /Part No. Rev 4. Item Description 5. Item Locat+on Pour 8 Common N/A N/A Admixture Batching Tolerances Y(590)a

6. P.0; Or Spec No. 7 Sereal No. O. Replacement Part

,,, 9. Source 10. Contractor / Supplier .l C-230, Rev. 8 N/A P/M E/1 nEv _N/A NO. _N/A._ Subcontractor Champion, Inc.

11. Inspection Creterea ,, no CD)N [2 s a. AsME A u Tuo ni z E n as snETcn A rT acned 14. Discovered During 15. Equ.p furnished By C o-o piPEC DoTH a NO. CJ230-~Tiev. 8 ' ' ' ' ' ' " " " "

- O 'v"i s UNO Oven 80 Or Ec.o sicOas? O TE=T O c u Er.r O c N G GP'o

16. Nonconformung Condes on: 24. Desposetion Concurrence i'

HeWOMK 12/7/76 turned up the following contradiction. Section 9.2.1 of Spec. C-230, Rev. 8 HEJECT HEP ASM U H E A S 81 requires that all concrete materials be measured in accordance with ASTM C-94-72, , PHOJE CT FIE LD E N Gt NL E rt bT E which states in part that powdered ' admixtures weighing accuracy shall be 3% of the . design weight. Contrary to this, Batch Ticket #12039 representing approximately PROJE cT E NGtNLEN DATE 8 c.y. of concrete was placed with the flyash content 3.2 pounds over the_ max. " " ' " ' ' ' ' " " " ""'"" " i A u T HOM0 I E D INSP& CT Opt DATE allowable weight. "Q" List number is 1.105. 1 Itald tag applied, lloid for Eng. Disp. ( 17. He norted fly Date 1 V d ted By Date 25. Disposition Results sA t't.O & l 2 ~~ Q ~ ] l' ' /d {A f d/ 0 *

21. Houteng 10 PIELD ENGINEE HtNG Q TO H k M S ISP E c'I f' V )

22. OFeeld Engineering Disposition P E NGt(4 E $ M6NG SE ECOMM E rdu M 8'D'ispos i tion reques ted h'D y 2/9/7DISPOS 6 rIDNAO PHOJECT Er441NErfHNG '

Use as is. ., / *- $ YZ a r.- , M 0 W ' $ ) J _k;. l f?'l 7 7 V- / / s-1 23. Project Eng.neereng Disposition

26. OC Acceptance oc ENG4NEER DAtE AUTHOMlZ E D $N%PECTON DAT

' ^\ w ,- ~, e c . r, . .,- , . - . - ~ - f , a, .- #,- <*f' o ,.~ . .e n , NONCONFORMANCE REPORT U ?* Job No. 20. Y *

1. Project Name / 19.

No. b27 Page l-_of 1 Mialand 7220 . . 2. Unit (s) 3. Drawmg/Part No. Rev 4. Item Desenption 5. Item Location Anviliary Blda See_ Block 16 N/A Structurgl_ Steel - Beams Ontside OC Hold Area

6. P.O. Or " - - ^1: . 7. Serial No. 8. . Replacement Part ,,, 9. Source 10. Contractor / Supplier J220-C-38 AC_Rev3__See Block 16 ria M "" " -

Supplier Tncall a Trnn Unrka

11. Inspection Criteria ,R N O. . R-1-QQ-h80 82. AsME ^uvHORizEo . 3. sNETCH ATTACHEo 14. Discovered During 15. Equip Furnished By Dowo Gs EC DoTHER No. C-18 Rev 7 ' ' ' ' "

O 'v"Es "G"N o O v Es D" 10aEC:c OCONsT O TEsv OcuENrGENs OF'o

16. Nonconforming Condition: 24. Disposition Concurrence REWORK R EJ E CT REPA0R USE AS IS "Re-entrant cornera,_eIcept for the_ corners of weld _acceas_ cope _holon_ adjacent _to a Fo finnan. nhn11 ba filleted _.to_a radius of not less lthan 4 in- for_buildines and_tubulazm PROJEC IELD ENGINEER _/[ATEM(a_

._structurea_and %_indor_ bridges._ The fillet _and_ita_ adjacent _cuta_shn11 moei_vith- . E NG4N EE H ' DATE nut nrrnet nv cutting past_the_ point _of_ tangency." . Contrary to_the_above,_.Beama <' W A C // 8NEER d DATE C-M ElDT CONSTR QC E alipB11n. lii9B14n 1)i9k 47D. 11.9R1Rn 1)i9R14n. 1)i9Bl 9n 11i9Rlilin and li<lin<P. hava nnnaa ' " AUTHORIZED BNSPECTOR DATE - Cnn't Pa. 9 C < 1 ~ $ ~~ 76 f),W8-" _f S~ % Routing / 'O FIELD EN GIN EERIN G Q YO dIk5 ($rECIFY)

22. 8 Field Engineering Disposition OriE'o EnciaEEaias aEco==EaoEo oiscos Tiwo raoJECT ENa:NEERino The cuts as mentioned will be repaired in accordance with GWS-Structural. Section 5.5, of Specification G-27, Bechtel's Project Engineering approved General Welding Standards. For minor cuts, if after defect is removed and the re-entrant corner is in accordance with Bechtel Inter.0ffice Memo BEBC-1243, wel4f ng need not be done, m d/c dj"bs 51)$d~

23. Proiset Engmeering Disposition U M U 8 A '8 4 ~ 76-

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ML19331A242

Text

Dear Mr. Newgen:

Subject:

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