ML19331A214
| ML19331A214 | |
| Person / Time | |
|---|---|
| Site: | Midland |
| Issue date: | 12/31/1977 |
| From: | CONSUMERS ENERGY CO. (FORMERLY CONSUMERS POWER CO.) |
| To: | |
| Shared Package | |
| ML19331A213 | List: |
| References | |
| NUDOCS 8006180729 | |
| Download: ML19331A214 (378) | |
Text
-
Card : 2. - #6 ]
,,N ,. p q a
~] Q LOG dF NONCtjNFONB/ LANCE REPORTS '
i . , ;
PROJECT NAME Midland JOs NO. 7220 PAGE 56 2 3 4 G
,s 7 00 NCR NO. DATE DATE NCR NONCONFORMANCE DESCRIPTION / REMARKS DISPO. CLOSED O 725 CLOSEDYY 3-3-77 C-208. Conci ete cylinders stripped after 24 hour2.777778e-4 days <br />0.00667 hours <br />3.968254e-5 weeks <br />9.132e-6 months <br /> O ,
requirement Use as is 4-21-77 D. L.' Osborn O
- 726 3-3-77 C. 208. Concrete cylinder curing tanks #2 and #8. temp.
TelT below requirement Joo'as is 4-29-77 B. T. Cheek
@ 727 3-3-77 C-230. Cement 60 pounds below required tolerance No
- on Ticket #TN95 for Pour A(T37i-~5)g. Naxxrfomure 3-14-77 B. T. Check 728 3-3-77 '" '
C - 23.1, N e l go n. E tu d . c ulf r o m_T.y pe _11_ e mb e dlo r .h a n g c.r._ -I Uoo as is 4-11-77 G. Yeisipy installation, M I2' IGG. Aux 2- Illdg,it-dB- DL607', B SNline 7' west ransition of 7.9
~ ~ " ~" '
~ 759 3-7-77 1/2" l'C 2iT68'4~'I'
~
a re.i ' a l l e r drit iltic i n g..o v e r a vilI it7vcTc'iMh jiy ~i/2" _JJae as it 5_-31-77 W. M. Pardee S 7m i-7-7/ <
- -7 31, (:'onc rele cu ring iropped imbolow allowed temt!
~
f o i o ve r 12' h uii,rs , 1%u i-[ s epa'i r. 'Attx.' p1dg. N17$E2 Uoo as 10 4-29-77 D. T. Cheek -
Hay e r ..
731 3-7-77 sMent Wf A.
roin vendo,r,,(0 _ZFC ll,- 19-ll3 sp, ring as sembly incorrect size Rojeck 7 .
gi ,
732 3-9-77 . 0-200.__ slump.goasurement excocas 35_ yard reautrement.
._ _.....___. .. Pour.A(61.6.5 p Use as is 4-29-77 B. T. Check 733 3-9-77 C-301. Structural Steel beam damaged, Aux Bldg,
- Std. -
Al e v'.~ ~646', C line 5. I&5T6 Rephir- 3-14-77 P. W. R atte r .e 73h 3-9-77 C-306.-_Behar._Qut_pt hgger 10-1FCB-3h-H7 within a ifl_foo t vnAious.#_ out of,_ spec _.requiremcnis. . Use' a.o' is-4-11-77 G. Yeisicy
735 __ 3-10-77 _M,- 104 A C . ICC B-35-S603-6-1 has incorrect configur-afton according to spool Dw g . Usc as .nis 6-15-77 R. Halverson 73E 3-Il-77 E-22Ad. Metal tag not attached to Cable Rorel.
Quality Verfication Doc. indicates tag to be f659 - Doc. h-13-77' G. W. Brown
' 737 3-15-77 - D.rg a I-603,_.M_6nh. R309-16 ninntrnden -a in linn Use as is
_ or.'_E308Ic.16 , 4-29-77 A.?L. BOulden 738 3-15-77 C-304,_ Skewed beam mis-located. Aux Bldg. 63486",
5.3 5 H line Repair 12-16-77 D. L. Osborn 739 3-16-77 f _231. One #11 rebar cut, west face of 6.2 line wall, . ?.'w... ,
Elev. 644'0". Aux Bldg, E line Use Cas is 3-17-77 "M.E. Foote *1 740' 3-16-77 :'.-306. One rebar cut prior to Engineering approval. . . . L.W Aux Ill51gu_59187". 5.6 9 C line Use as is h-27-77 R. K. Siple 7b1 3-17-77 JI _10hA. Coatings on spools _are_of an ina _e terminate Use as is ma.terial., 9BBC-9-S6 k 6-3 nna OTmn-.93-n6k3 h h-18-77 P. M. Pitt$
742 3-17-77 _L_6 ._1} r c ak e r s . r e c ei ve d ; A n cu m en t nrohicm s-G-3hlD, duplicated #s, no documentation. etc,-nc- .
Doc. 8-31 'R.' S Morrow s
~
BM 3 Joice no 11 i b> > u u: 3-24-77
. O
.. . f~s 3 . %
LOG OF NONCONFORMANCE REPORTS t
1 1 PROJECT NAME Midland JOB NO. 7220 57 PAGE DATC: NJR NCR NO. DATE NONCONFORMANCE DESCRIPTION / REMARKS DISPO. N.OSED CLOSED BY 744 3-ZZ-77 M- 104- A C. Three pipe spools not subjected ' i solution heat treatment and water quenchina. R ej ect 745 3-23-77 E-42. Pull boxes mounted to H line wall with incorrect anchors R. work 5-4-77 G. W. Brown 746 3-24-77 0. sa d gradation passing #8 siev fe I below Use as is 4-25-77 B. T. Cheek 747 3-24-77 Dwn. C-202. M-832 M-861. Electrical penetrations Uc:. asis do not have embedded angle iron frames Aux. Bldg. El . 581' Rgni r ,
748 3-25-77 _C-230. Variation of quantity of air entraining admix- -
Te. Lex. D-H-'('( B . T. Cheek ture is over the maximum *of420% (4000 thru 4100 Use as is 6-6-77 B. T. Cheek 749 3-25-77 M- 10 6 A C. Hanger Ass'y 8-lGCB-16-H9 E-ME-487 fabricated to a level 9 drawing. Use as is 5-26-77 J. R. Slifer 750 3-25-77 C-208. Concrete Cylinders in curing tank on 3-21-77 had a recorded temperature of 78 F.exceedine max. Use as is 6-7-77 B. T. Cheek 751 3-29-77 u-106A. Certilhation for 6-2HBC-5-H1 is for ANSI B-31.1, not ASME III, NF. Re.iect 5-13-77 J. R. Slifer 752 4-1-77 M-106A. Annie welded to plate, incorrect location per approved Dwg. SK 1-610-6-2 8, 3MTCB-29-H3 Rework -
12-27-77 L. Brown 753 4-5-77 Jhg. C- 22 0. Slab dowel exceeds spacing require-ments (24i' instead of 12") Aux. Bldg. El. 593rTDT' _Std. Repair 5-19-77 M. Foote 754 4-5-77 C-38. Structural Steel diagonal delivered to the jobsite damaged. Repair 755 4-5-77 M - 104 A C. Pipe Spool ZHBC-322-S634-2-7 delivered to the jobsite damaged. Use as is 7-18-77 R. S. Morrow 756 h-6-77 c-305_.&_C-306. During inqtallation of nine hanners 5-27-77 vert. rehar were cut deviating from 10' criteria Use as is B. T. Cheek 757 4-7-77 M-106A.__ Spring Assy wrong dimension. 1-634-4-10 Reject 8- 1H B C-22 -H4 758 4-8-77 C-208. Concrete cylinders being cured ir. Tank #3 exceeded maximurr temperature. 3-31-77 Use as is 6-14-77 B. T. Check
%106. Hanger h-2 HOB-20-H18 fabbed to incorrect R ej.ect
~~
769 h-.11-77 digtenalpna, incorrect location dimensions. etc.
760 4-12-77 Dwgs._c=229 & c-28h. 1-#6 top _and bottom _.and 7-#8 aownin not_provided- d M 2-77 M. FW Aux J ldg 59' C-230. Air entrainment at point of harge too low 761 _
4-12-77 Pour SWIT6TOTD)a Use 28 is 6-21-77 B. Check
~
762 h-1h-77 _1%20h._ Aro_ Strike in spool _1HCC (603.18-hexceeda- Rework 10% margin na outlined by spec. -
.('
\
l )
LOG OF NONOONFORMANCE REPORTS 1
1 PROJECT NAME 8 Midl an A JOB NO. 7290 PAGE 6h 2 3 4 5 6 7
NCR NO. DATE DATE NCR NONCONFORMANCE DESCRIPTION / REMARKS DisPO. CLOSED CLOSED BY 877 7-27-77 li-106ACu Ranger rod not cut to lergth and hanger skeich No Noncon.
did not Ucorporate Bechtel comments. Use as is 9-22-77 J. R. Slifer 878 7-27-77 E 6AO. C-391-D nnd Onnl i ty Vnvi ci nnti nn nnn _ nvn Rework-Doc innnrrentiv f annti rina an unn-o, en, n i rnui + hvnntenrn _ 9-13-77 J. R. Slifer 879 7-27-77 _Ih m _c- M 9'. Nelson Stud attached to plate nhenred Rework 9-19-77 R. P. Abad
_off_when struck with a hnmmer.
880 7-28-77 Dwa. c-329. #8 ties with L'6" tails were niaced around relex 8-11-7/ B. T. Cheek 1 h__ tendon _trumpe_ts instead of 5'1" tailaiCont 42 Use As Is 8-22-77 D. L. Osborn k~ 2[ tere 0-hems nbm f 1$Nb3N* ""
- 882 7-29-77 M-204. Weld 24 on M-616 Sht 10 welded as Non-O list walfb Rework 10-5-77 P. W. Ratte r 883 8-1-77 C-230. Six yards of concrete with high slurnp, pour Tolex. 8-3-77 D. L. Osborn C]72T72)b' . - ,__ _
Use as is 8-22-77 D. L. Osborn 884 8-1-77 C-230. Concrete in Pour cuZd.927b' nad below minimum Use As Is Telex.8-11-7 7 B.T. Cheek allowable cement weight and flyash weight. 8-22-77 D. L. Osborn 885 8-1-77 M-TOTA. Two different doc. packages and spools exist Rework with the same spool number. ZHCC-41-5604-14-2. Use as is 886 8-1-77 M-104A. Two different doc. packages and spools exist No with the same spool number. OHBC-1-5618-1-1, 1onconformance 8-8-77 J. W. Miller _
887 8-3-77 M-M 19_Rn ntuan were not mariced with the mnnu- R eject 8-11-77 D..A. Delaney facturers_Ja nv +h'n n1nnn no matorini. ~
888 8-h-77 M _L32Ac _ Motor oparatora do not have terminal strips.
anti nnn avn nn d Rework 889 ~8-8-77 N6f,kadiographs not v N e.for CCW Surge Tanks, Doc Reworl<
Radwaste Gas Surge Tank, Radwaste Gas Decay Ianks. Use as is 12-29-77 T. Christ offe rson 890 8-8-77 M 123C. Radiographs not ava11abe on the Jobsite for 10 valves. Doc Rework 891 8-8-77 M-146. Radiographs for 4 Centrifugal Water Chillers not available at the Jobsite. Doc Rewor k 11-8-77 K. A. Nilson 892' 8-8-77 M-125A. Radiographs are not ava11'able at the Jobs 1te for one valve. Doc Rewort 12-2-77 J. H. Miller '
893 8-8-77 M-104A. Yard piping spool 601- A-ll, documenti and
. pipe have different heat code numbers ,
894 8-8-77 C- M Q. Concrete placed in Cont. #1 Pourback C(734.09)b' Use as is Teley 8-11 r/
_Tempe,_r_ature average too high. _ 8-2 -77 D JL' T* Cheek
>orn 89 8-8-77 M4~. Electric cable came in 'ct with a pipe spoo i bUrdiWg a hole tnrougn tne vendu-snop weia. Rework -
O '
.. (
LOG OF NONCONFORMANCE REPORTS
(
PROJECT NAME Midiand ,g, go, 7220 PAGE 2 3 4 6 5 7 DATE NCR NCR NO. DATE NONCONFORMANCE DESCRIPTION / REMARKS DISPO. CLOSED CLOSED BY G-27. Weld th1ckness of paten on Main steam Fenetrativn TWX 8-17-//
896 8-9-77 1.5", BM only qualified to 1.313" Cont. #2 El. /07 Use as is 9-23-77 I k*. h. 08%uNen M-104A. 24" pipe OD out of dimensional tolerances, 897 8-11-77 898 8-11-77 C-231. Dwn C-208, Replacement bars not installed at penetration. 'H' @ 14' west of 6.6. Elev. 584: Rework 9-1-77 F. Milsovic 899 8-11-77 C-230. Air entrainment at point of placement too high. Pour A(659)d' Use es is 9-21-77 R. Bennett C-230. Pozzolanic Activity Index of Portland Cement 900 8-12-77 _b_elow_M%__of control . Flvashbelow 15% max var, of SS Use as is D. L. Osborn 10-5-77 M-104A. Indentations in spool 2CCB-25-S611-1-4 901 8-12-77 causing rust. Rework 9-1-77 F. Mahala 902 8-15-77 C-230. Air entrainment of concrete too hi h. (6.6% I'elex. 9-21-77 D. L. Osborn wTth a backup test of 6.3%) Pour CC-(7 . 8)a' Use as is 9-26-77 B. T. Chenk-903 8-16-77 A-13 Surface of block wal' was not saturated with Usa as is wa.ter after finishing operat ons.
904 8-16-77 M Earthquake.. Restraints have no'MTR's and A490 holts used to secure them;have no hardened washers. Rework 905 8-16-77 M-1.13. Letdown Cooler in stora.ge have rust and heavy scaling.
M;305'.~ . Alloy stuos ao not meet marking requirements, 906 8-16 Grade ID not legible or complete, manu. symbol missing. Reject 12-15-77 C. Gwin 907 8-17-77 _C-208. PSI Strength Averages of Concret~e cylinders
_ fans _balaw_S pe ci fi ca ti o n Requireme n ts . ITan an is 10-4-77 In L. Osborn F.P. -IJI-1. Rebar delivered to the .iobsite no OC 908 8-17-77 Rece_ipt Inspection. Use as is 9-21-77 R. S. Morrow 909 8-17-77 FIP -IJI-1. Rebar delivered to the .iobsite. no OC Receipt Inspection, no Quality Verification Doc. Use as is 9-21-77 R. S. Morrow 910 8-17-77 . A gs C_4.12/C-493.Pipp Rost. Fmhodt not installed par _._
_dwg. C-417. not called for per dwg. C-493. Use as is 10-5-77 D. L. Osborn h8shwek[E aN"Ne e b N h d [ h"" Use as is 9-29-77 J. C. Hur on M-104A. Two different Reais ter_nugtbef_s_fo.C_.sDQD1 12-12-77 B. Dalv 912 8-23-77 2!jDC- 103 .S619 _3_1_le.ayinLappt0 ELLS _tatus_indetermina.te_ Use as is 9-23-T/ T. christofferson 913 8-23-77 C-233 A._MTR not received for anchor bolts. F-21241. Doc-Rework 8-24-77 J. RmSlifer.
8-23-77 .C.-3.8._B_ cams received with dam end flannes/ webs g g _
_ _ 4 -
LOG OF NONCPf 0RMANCE REPORTS 1 PROJECT NAME and JOB NO. PAGE 2 3 4 6 5 7 NCR NO. DATE NONCONFORMANCE DESCRIPTION / REMARKS DISPO. CLOSED CLOSED BY 915 8-23-77 _M 23 '
p ndicu ar to pipe run )oc.-Rework 11-29-77 D. A. Delaney M-305. SS studs are not marked with the Manufacturers 916 8-23-77 Reject ID or the class of material. 10-6-77 D. A. Delaney j)wg. M-1 A9. Preheat temo_erature of 2000 F. was not 917 8-25-77 Use as is 12-13-77 J. C. Hur c maintained on a Ino u ass (FW#61). 26" vard Dioina. ~ ~
M-104A. I ocatinn_of Item 5 on spool 2HCC-43-S6'04-14-1 No 918 8-25-77 varies from dwg. to the actual spool delivered. Nonconforma 1ce 8-29-77 H. D. Foster 8-25-77 2-305 Stainlftss_S. teel Studs are miss no the 919 manufacturer's ID and class of materia' .
Reject- 11-7-77 C. Gwin .
M- ainless Ste.eLS_tuds are missina the 920 8-25-77 Reject 11-7-77 C. Gwin manufac_turer s ID and class of material .
921 8 77 C-230. I cy of grout placed in Pour C(606. 8)a' was Telex. 6 (t P. vanderveer
'T Use as is Z_po.unds below rninirnmn allowable f1vash weicht. _ _9-21-77_ R. Bennett 922 8-26-77 C-231. Concrete in Emerg. Discharge Structure _
telex. V-19"//__ u. a. UneeK not water cured - crushed stone backfill in-plac e Use as is 9-21-77 B. T. Cheek 923 8-29-77 M-1014c. 3h pipe _ spools have code data plates with the noe.-Rework mn nufn ,. +urnv ' n nnm, parH n11y_or_to. tally illegible gewo*
924 8-29-77 C-231. Rebar cut without prior approval, Unit #2 leleX. 9-9-/ / U. L. Usborn Ext 6 M 3rior w#1104AC.1-1anges 078on speals-have raised-faces. insi.ead Jse as is 925 8-29-77 Uf-flat. 30 - 0H B C=20= Sin 8=1=9----30:0H BC=1-6=S 61 B=l - 5 U s e n's is. 10-5-77 J. R. Behres 926 8-29-77 F-22622. 5 pieces of channel rec'd on the jobsite Doc.-
without heat traceable markings. Rework 10-11-77 M. Donovan 927 8-29-77 .F-22569. 50_ pieces of ancle rec'd on the iobsite Doc.-
without beat traceable markings. 9-23-77 M. Donovan Rework 928 8-30-77 C-508. Radiographs not received for Personnel Airlock Doc.-
p 10-11-77 J. R. Slifer 929 8-31-77 M-204. FW#-72_pn Dwg M-169. 26" Service Water Piping, Hot bending without Engineerintapproval. Rework 9-8-77 J. C. Huron 930 8-31-77 I-20fLCylindnrs storeddn_ curing tanks fell below temperature requirements. use As Is 10-18-77 B. T. Cheek 931 9-1-77 .M-30s. Stainleas_ Steel Studs received without man-ufacturers ID or class of material,' F-19157. R ej.ect 10-6-77 D. A. Delaney
- 932 9-1-77 L230. Tann e e t7:;4.42ine. 7 rir 4.nn n voto nin coa with
~ '
low air content. ,
933 8-29-77 F-16781. Dwn. C-440. 1 out of 2 embeds for pump O return line rest. #2-13A & 2-13B /
' fabbed incorrectly Reject 9 7,77 g* p- 9 3)jfg.'
, w., 4eeo.amm ew f M
( 3 .
\
LOG OF NONCONFORMANCE REPORTS PROJECT NAME Midland JOB NO. 7220 PAGE b7 DATE NCR NCR NO. DATE NONCONFORMANCE DESCRIPTION / REMARKS DISPO. CLOSED CLOSED BY 934 9-2-77 E-42_ _B_olts for Seisnic.Cqb_le Trav supports do not .
Use as is Telex. 11-16-77 G. W. Brown have traceabilit'y to ASTM A-307 or letter of Certification 11-22-77 G. W. Erown 935 9-7-77 T 309'l. ucams delivered ~to the jobsite with we~ Mis R eject that showed indications of undercutting, porosity. R epair 936 9-7-77 M- 104 A, 1 1/8" x 3" bolts. Heat code FM-99 some Reject 10-26-77 D. A. Delancy have cracks in head, extending into shank.
937 9-8-77 C-230..__ Air _entrainment_0Lconcrete_atpaint .of. plate __. Telex. 10-2L-77 M. Footo ment _100_I119ll,- A(702.25)b' Uno as in 10-29-77 B. T. Check 938 9-8-77 -
C-R3R._ Air entrainmeat_qf_conctc1c_3t point of place- 10-29-77 B. T. Cheek ment _tooJ119tt._._CC L603)b , Use as is ,
939 9-8-77 . M- 214. Yard piping runs are out of tolerance in TGIM 9:& 77 A. n. HilEDn relation to survey hubs and specification requirements Use as is 10-4-77 K. A. Nilson 9ho 9-8-77 _M-109 Os pipa ci tti ngn ro r nnwinn wttor_pipine -
12-23-77 L R. Slifer wora_dolivered +o +h jobalto_w/o_compl a ta Ann- pnnkngo,DwRM _
941 9-8-77 .C-205.__Watarni$h in ennt._ bldg. inntnllnd nunh tha i_t will_nol_cmb.2d DIoPorly in the Aux. Bldg. El 2 ' ' Repair 11-11-77' M* Foote 942 9-9-77 E-26. C.,ble reel, 5050! length was found damaged Reject on board truck. 12-15-77 D. C. Thomnson 943 9-9-77 Q 9. h pcs. ot n stock rebar was dEltVEred tc tire - Jsn as is jobsite with no MT1rs or any U ser's Test performed. R eject 10-11-77 M. Donovan 944 9-14-77 C-304. II-l and 11-2 cmbeds installed without proper NDE examinations. Uno ao in Tolox. 10-1 -77 P. DiCarlo 11 16-77 A. L'. Boulden 945 9-14-77 F-22463. A307 Bolts not marked with Manufacturers Identification mark. -
946 9-16-77 Dwa ._E-536._ Conduit _I ECQ12_d amaged_by_d ri l l i ng_thn R cpair t-22-77 S* Kirker concrete. Aux _ Bldg._11ab d L 599'0" 947 9-17-77 _C-38 .__S.truc.tural S tecLBeams_ delivered __to__ the Repair
_jobsitedamaged, 948 9-19-77 3_pec. C-306. Rehar_C1t_in_same_ face exceeding Use as is 11-17-77 B. T. Check allowabic_limi.t. Cont. #2 949 9-19-77 _F_-lLQll, Atismpts at repaining_lef_t_ defects in
_C91d_.l cLp_1 pA tcit tajat_cmbad s . Hopair 950 9-19-77 fL-IDL_DQCumcatRtion n0_t_recclyAd_for_p.ip1_Sp_to1s.
lework-Doc. 12-15-77 H. Donovan 931 M O-77 _C.-338,~~ Wall thickness of weld neck flance is 0.299 Reject 11-28-77 D. C. Thomps on 95
~
9-22-77 1- . G 1 nd Ey ei Ifon voc. not rec'~d poo*_
" for~'2"' SchT80 CS Pipe
~
pcwork .
9-30-77 M. ' .Donova .
( ^N . ' ')
LOG OF NONCONFORMANCE REPORTS 1
1 PROJECT NAME Mialnna 8 JOB NO. 7220 PAGE 50 2 3 4 5 6 7
NCR NO. DATE DATE NCR NONCONFORMANCE DESCRIPTION / REMARKS DISPO. CLOSED CLOSED BY 953 9-22+77 _Dwg. c-651. Sintet. Beams joined by turn of the nut ute.tho_d wi,th only one vasher. Cont. 42 E1. 626' Rework 11-17-77 D. L. Osborn 954 9123-77 M-106AC. Dwo. 1-603-7-13.ls" fio. 60 washers rec'~ N instead of 4". Noncon. 10-4-77 D. Delaney 955 9-23-77 A-13. Mortar fell below minimum compressive 10-18-77 B. T. Cheek strenath @ 28 days. Aux. Bldg. El. 6468-650' Use As Is
_1h20h 26" Yard Piping Nnl a //1,_IwgJ 167 -^"e" R ework 10-4-77 P. W. Ratter 9$6 9-24__77 . ground _below_pipa nuvenen 957 9-26-77 c-38.__structurn1 steel _.BeantNark Na.__702-n15c van Repair received _at +hn i 12-16-77 A. Lamach 958 9-26-77 .C-230. Air entr'a'obni tn anmnuna-inment of c~oncrete too high, end of Telex. 9 77 B. T. Cheek line slump too high. G G(T/4. 5 )a' Use as is 10-29-77 B. T. Check 959 9-27-77 Jhig. c-329 concrete cover cannot be maintai_ned due T I x. 10-3-Ti P. Vanderveer to thn pincemenj of rebar. Cont. 42 E1. 773'6" Rework 10-7-77 B. T. Cheek 960 9-27-77 rwg c-97. 48 wbar nat_ projecting as called out bv Telex. 11-r -77 A. Lamach
. avnuing_ snvvinn h tnr nlag. 690'0" 63h'6" Rinh. Use as is 12-1-77 B. T. Cheek 961 9-27-77 C-230. Pozzolanic Activity Index of Pnrtland comont belDW_ min 3 mum inval nf enntrnl (RM ) a t 9R dayc .
Use as is 11-17-77 B. T. Cheek 962 9-27-77 Swc n-272 M mng- bolts hay _e_b_ecn p_qu_ red in place 1"_below thn n1nv- apenified in dwga_. Aux. E1.659' Repair 963 9-27-77 71-104 A- AC. Pipe spool ICCB-25-S610-1-5 delivered to the jobsite with dents and surface rust. Std.-Repair 12-1h-77 C. Groat 964 9-28-77 20AM. Dnv. $_ W-$A fnrmn nnt prnnnntna tn thn AT Use as is A* b*
rnv knl a nnint nni nnti nn nn rivn nnnknt unl an_
C-233A. A^ngle clips delivered to site with weld under-965 9-28-77 JuEfing, d porosity, lack of tusion, F .$ u v i n el fr y Reject 966 9-29-77 FPG-4.000, storage of Liner Plate allowed for damage Rework of plate 967 10-3-77 M- 111. Flued Head, item 1. 2 heat number stamped on penetration different from MTR Doc.-Rework 968 10-3-77 FA- 10 6. Hanger dwg. has no Drior aoproval.
R e,j ect No material test reports received. 10-21-77 J. R. Slifer 969 10-3-77 M- 3 0 5. Grade ID on studs not legible or complete.
manufacturing nymbol mia ning. Reject 10-27-77 T. Christofferson 1:'p n -5._0110 valve body ' and stem solattered with 970 _.10-1-77 concrete. 2 Cont. #1 Rework -
971 . M-123cC... _ valva _Identi ri na+i nn is airecrent_.from -- 11-14-77 Delancy
. h.10-3-77 the actual valve._ tag _to.the_.
. ] . documentation.
R ework D.A. -
3 .
LOG OF NONCONFORMANCE REPORTS 1 1 Midiond 8 PROJECT NAME JOB NO. 7220 PAGE 69 2 3 4 5 7 DATE NCR NCR NO. DATE NONCONFORMANCE DESCRIPTION / REMARKS DISPO. CLOSED CLOSED BY 972 10-4-77 c-208- concrete cylindern not romnvea from mnia" until_atter the au,_ time of 20+__hn Use as is 11-8-77 B. T. Cheek 973 10-4-77 F-216h9. Grad.g_IILnot legible or complete. manufactur-Ing_cymbol missine on Carbon Sten 1 stuan. R ej.ect 11-16-77 D. A. Delaney 974 10-4e77. Dw Condtiit 2BC005 damaged by drilling the
~d_g.
oncrete. E-535. Aux, tildg. t i . bg2p0*- Repair 975 10-4-77 J-563. Temnerature Switch Thermowells are incorrect (ework-Doc.
grade per NR reonts. Quality Verif. Doc. not rec'd.
976 c-230. Air antrainmant of ennavate too lov (2-5%)
10-6-77 U88 "8 18 Il-29-77 w.A. Cain M(Ix30.5.)n 977 10-6-77 c-230 a nnen,tn n1nmp rnv Pour._cc(787 5)n too high. ,
--Aiv ontrninmont inn hiah nv inn inv.
W6 10-b-// C-230. Air entrainment of concrete at point of low. PourstudY(631.25)b' Use as is 979 10-7-77 r,C-233.
plitcenent_to.o_ Embeds Dave faulty nelson welds, base R ewo rk retal damage and undercuttina. R enair 980 10-10-77 M 132. Mnndwheel shnft bent on 20" HBC-BF-R valve. Rework "elex. 10-28
~
981 10-10-77 _e_m P L18 nna pn14 intnrnhnnena an i n n tall na .
~
77 P. Vanderveer Uni Q 2 containment.~ Use astis 11-25-77 P. Vanderveer U-2 Wrece size omhean pla eb. hollow sound under 982 10-10-77
^
Use As Is 12-9-77 M. E. Foote 659 '0" 7.h /& 1 A /n-nmbea , we3plices shot' four d'ays after the 983 10-10-77 C-231. Cadweld shooter's qualification had ended in the vertical pos. Use as is 10-29-77 B. T. Cheek 984 10-10-77 C-305. Three N-S reba r cut within a ten fo,r radini distance. Aux. Bldg. Cable Rm. El. 674 86 Use as is 11-8-77 B. T. Cheek 985 10-12-77 _C-2. Tendon sheathinasnot within 4 1h" nf the_lacatinn Telex. 10-21 -77 D. L. Osborn
- shown on dwas. V18.V51. and V79. Cont. #1 El . 754'5'E Use as is 10-29_-77_ B. T. C_heek 986 10-12-77 C-230. Air Entrainment in concrete for Pour A(641.33}c 'U8 88 i8 * "* #' ""'
too high or too low. 11-17-77 B.T. Check 987 10-13-77 f,.- 3.0_4 . Fillet welds on seismic supports have enaren Rework ripples,111gh. crowns. etc. Aur. R1dg. F1. 646' 988 10-17-77 IV-204. Tack welding began on Flued Head nrici to weld number being issued. Use as is 12-15-77 C. Gioat 989 10-17-77 gg_,Siruc gggggption rnade without Rework 12-27-77 D.L s Osborn 99 10 7-77 3-304. Structural steel connecti. ade withou.
washers, Aux Bldg, Elev....__ .. ..
673 %
Use as is 11-23-77 R.rr __ j Pelletiet
O LOG OF NONCONFORMANCE REPORTS 1 1 s
PROJECT NAME Midinnd JOB NO. 7220 PAGE 70 2 3 4 6 5 7 DATE NCR NCR NO. DATE NONCONFORMANCE DESCRIPTION / REMARKS DisPO. CLOSED CLOSED BY 991 ~10-17-77 G-230. Entrained air in Concrete for Four AT704)a too low. Uno ao is 11-29 77 W. A. Cain 992 10-19-77 C-230. Air entr w cx w u s.Kirker TPour AL699.17)a.ainment of concrete too hich. Use as is 993 10-20-77 Dw3. C-148. Rebar not 31 aced between beam pockets.
Repair 10-20-77 B. T. Check 994 1U-20-// ~ Gl7.
Aux..'BTdg$31p C welded to a 3" thick rigid frame w/oEl . 6FD9. side of'5.6, 6 ' S. of ' A9he
~~PF5fieat temperatliFE being maintained 7 Aux BTdy- 68Fc 1' Repair 12-15-77 J. C. Huron
? 10-20-77 _C-230.__. Ai r_e n t rai n men t_o f_ con c te te_to o_l ow' Use as is 12-5-77 D. J . Ro th
_Rou r_. A( 687.0.)a 996 10-21-77 C-233, G-304. 11-10 Embed was are gouged, by a faulty welding cable. Repair 10-24-77 J. C. Huron -
997 10-21-77 C-231. Clear cover on Unit #2 dome may be less thar allowed.
998 10-21-77 -M- 13 2 A C. Dotor operat5'rs do not have terminal strips, X' connections are not jumpered.
999 10-2T7'l- Dwg. C-238. Column splice made without maintaining Telex. 11 77 R. W. Heron 700" preheat. Aux. Bl39. El . 6479fr & 8.2 Use as is 12-6-77 W. B. Daly 1000 10-24 77 'C-233. Beams have copes that cut past the poirt of tangency and have undercutting of the flange.
1001 10-25-77 3 -ll3L_T.ype P14 umbeds have welds with insufficient Reject 11-7-77 leg and or throat dimensions. J. . R. Silfer 1002 10-25-77 M-21h Hut numbar markings for 90" Ells do not match material test reports. Dqq d engrk 1003 10-26-77 C-230. Air entrainment of congrete too high, slump felex 11 77 A. M. Torres
~1oo liTgli i- FoHF-U(764 58)g Use as is 12-19-77 S. Kirker 1004 10-26-77 C-23h--Density tests failed with no retest 3 taken.
_Elant_ area.
1005 10-26-77 _C-210...__Molitute_ content _of._sDil fall .cd_withoitt
_retesis_ta ken. Plant _Arga.
1006 10-26-77 _C.;-21 ) . Stru.clural u B_ackfill had more than 200 arams
_re_talined on a sieve. Plant Area. Use as is 12-14-77 B. T. Check 1007 10-26-77 _C - 20 L__Eo z zol a ni c_ac.tlyity_ind ex_D.f- c ome nt_ fell _b clDw_
85%_ minimum _at_2fLdays . Use as is 12-16-77 u. L. usborn 10C8 10-26-77 .M _12KG,_ Identification number on valve does not 12-28-77 J. L. Slife r Jse as is compare with the number on the ume nt'allon. -
TUD9 ~~10 - z b - rf M 30b. CEiYon EEeI~imts do n vThTEt traceable markings.
- - - - Reject 11-16-77 D. . Delancy
.,g 7 O LOG OF NONCONFORMANCE REPORTS PROJECT NAME Midland JOB NO.
O
_ PAGE 2 3 4 6 5 7 DATE NCR NCR NO. DATE '
NONCONFORMANCE DESCRIPTION / REMARKS DISPO. CLOSED CLOSED BY 1010 10-26-77 M- 104 A . NDE tests not performed on I" 3UUUft S. O. L. welded to pipe. OH C C Sb l 4- 10-4 1011 10-26-77 M- 9 3. Main hoist cable lacks complete documentation and shop inspector's release. Doc.-Rework 1012 10-27-77 C-233. Detail 3-C-477 embed delivered to the jobsite Rework 10-28-77 J. C. Huron with arc strikes and fillet welds w/ insufficient dim.
1013 10-28-77 E-7. Nhmenlatn are of incorrect dim. and mat'1.
Terminatiori connectors are wrong type-Motor Control Cn' urs.
1014 10-28-77 C-208. .atersampled W for the Sept. 1977 user's test had a variation of -25 minutest
- - ~
llse as is 12-16-77 D. L. Osborn 1015 10-28-77 Dwg. C-255. Concrete placed in fuel. pool area was Class C-1 instead of D-1
- A(659)i_and A(659Li_ Use as is 12-15-77 M. Foote 1016 10-31-77 E-22. Gable reet not seated on cabte eno, t<eet ne.
553.
1017 10-31-77 E-22. Inside stub-out pigtail is damaged thru the jacked to the cables. Gable reet no. 005.
1018 10-31-77 M-305. Socket Flanges do not meet complete marking requirements. Reject 1019 10-31-77 M-104A. No Code Data Plate or Stamp on Spool OHBC-16-S619-5-6A. Rework FPG-6.000, Rev. O. Pressure Gauge out of tolerance Telex. 11-11 -77 J. R. Behres 1020 H-1-77 when calibrated. Use as is 11-16-77 J. R. Behres Dwg. C-33'). Weld neck flanges contain numerous 1021 11-1-77 scratches and evidence of corrosion. Rework 1022 11-2-77 _K_106A(1. Rtannhinnn f'nv hingnvn unvn anl4verna +n +hn Reject iobni.t i+hnut vnnnivna h 12-1-77 D. E. Duff 1023 11-2-77 Dwg s . "C"- 14 3, G - ZB 3. ReN[la+hed, om does not exist Telex. 12-9 -77 M. Foote as called-out by dwgs. Aux. Bldg. El. 584'+
Use as is 12-12-77 B. T. Cheek 102.4 11-3-77 F-21895. 1-10" 45 Elbow does not have legible spectfication, grade, and heat code. Reject. 11-16-77 0. A. Delaney 1025 11-3-77 _Dwg. C-1029. Vertical trim bars not__placed on ea.ch a 12-8-77 G. Y. Yeisley
_ side of blockout 0EL.63(16" of the DG Blda. east wall. R * "k 1026 11-4-77 Dvg._ C--99 . _#11_truo a_hara_placed_such_that_ather_rebar Use as is Telex, 12 77 A Lamach
_c anno t _ b e .put_into_plac.e_aa_c alled_ont_by__Dwg.EW_ pump _ctruct.- 12.42477 R- 'P - ('h nnic 1027 11-h-77 Dwg. C-99. Robar la_not._projcatin _no_rcquired__by__ .___. Use as is Telex.'12 77 A. Lamach drawing. SW Pump Structure El. 6 "
12-12-77 _.B uwk n o () a lise as is 12-19-77 S. Kirker
7 .
i s
LOG OF NONCONFORMANCE REPORTS 0U PROJECT N AME JOB NO. PAGE 2 3 4 5 6 7
NCR NO. DATE NONCONFORMANCE DESCRIPTION / REMARKS DISPO. CLO ED CLOSED BY 1029 11-4-77 Dwa. E-20-102-3. Installed weld neck flanges have several defects.- Unit #2 El. 617'-635- Rework -
1030 1.-4-(( U - 4.S u . air entrainment UfTom. T ete too high or iuu low, slump too high. Four G(((4. Oa i 1031 11-7-77 Dwg. C- 140, C-285. Minimum attowable distance relex 12977 Ivi, r,. F oote Repair &
for rebar too small. Aux. Bldg. El. 642'7" Use As Is 12-lv-77 D. L. Osborn 1032 11-7-77 C-23QJir Entrainment of concrete at point of -u'- U M. E. Foote
_placemen Use As Is o_ low. Pour A(659)n 1033 11-8-77 FPG-F-1 -
. Sand grit entered internals 01 Decay Heat R emoval Pump Motor during sandblasting.
1034 11-8-77 E- 2 0.__W_cid_ neck _flang e s , storagg_coatine worn off
_ _ . . and appearing'of rust on material Rework 1035 11-8-77 M _3EEipe_h' ngers a with unequal leg lengths on 1/4" Rework welds. 2-613-3-13 and 2T6T373-6 1036 11-8-77 Dwgs. C-141, C-t97. Existing dowels do not meet the the cover req'mts per dwgs. Aux. Bldg. t.l. bl4' Repair gy 9 1037 11-9-77 Dwa s. C - 14 0, . C- 28 5. Minimum allowable distance Repair Telex. 11-1 L-77 R. K. Siple for rebar_too small. Au_x. BldguEl. 642'7" Use as is 19-12-7_7 - B- 'P - Cheek 1038 11-9-77 C-2. Dome tendon D301 is out of + l-1/2" radial Telex. 11 77 B. T. Cheek location as catted out by dwg. unit #1 Use as is ,
1039 11-9-77 C 7.
na mn fondnn n220 ie n"t af + 14" radial Incation- Use asiis Telex. 11-9-77 B. T. Cheek ac called nyt hy_dwn.
Ifnit #1 1040 11-9-77 lhvg .C..98 Cnnernte sanitary drain line installed 3'.9"_highnr than callnd nut 'hv dwg. ~
SW numn structure. Repair 1041 11-9-77 M-204.__Servica_. damage to spool 2GCB-16' S613-2-1 -
during_ install a tion. (arc strike) Std. Repair 11-28-77 C. Groat 1042 11-9-77 M-2n4. Flued heads installed in Cont. #2 floor with g enncrotn tightly adhered to ext. surfaces 1043 11-9-77 M m_ Hgr. 2-611-1-10. SS oine welded to hanger w/
Red apprnved_ doc.. forms lor _00 program. WM JCh 1044 11-9-77 E-22AC. Ca6fe reel #0771 delivered with crushed lagging on 2 sides & cabin damaged- _...
1045 11-10-77 M-204. 30" Service water line. CS pipe spools vznisicA_w/_o_aoproved doc. forms for QC program 1046 11-10-77 _J3 anger _dW9_._h616-6-18. Hanger 16-1HBC-134-H3 damaged _during_c.onstruction. -
10h7 { )11-10-77 Dwgo C-141 C-186. Dowclo_do not m =overB,rc uiro _ Repair,
- Aux.
. ___ ___ments,.brok,en dowels._gquip_pado._ l. 85' Use as is -
.{ 7 LOG OF NONCONFORMANCE REPORTS h i ,
PROJECT NAME Mid1nna JOB NO. 7220 73 PAGE 2 3 4 5 DATE NCR NCR NO. DATE NCNCONFORMANCE DESCRIPTION / REMARKS DISPO. CLOSED CLOSED BY 1048 11-10-77 _Dwg J .12_sht. 3. After valvn was DC inspected and installed._har.dware was removed making nuality indeter.
1049 11-11-77 _EP_G-E10.56_._ Sand and grit in clinutte_ changers render-ino_the_ quality of the units indeterminate 182VM-55-A&B 1050 11-11-77 M-106AC. Shorwelds do not conform as called out by applicable sketch for 28 hangers.
C-230. Air entrainment of concrete at point of place-1051 11-11-77 ment too high. Jse As' Is 12-30-77 S.Kirker C(787.5)a 1052 11-14-77 M-326. Grout holes on hanger plates are placed too close to plade edge. Dwgs. 1-603-7-14 & 1-603-8-22 Use As Is 12-28-77 R. A. Moray 1053 11-15-77 Hanger flwgt 1-612-4 16 A 2 60_4 7 1- Fiald fillet _ ,
welds are undersized or oversized.
1054 11-16-77 _C_-1031. Rebar__down1 misinca_ted 10" 60uth_oLwha_t is called out on dwg. Diesel-Generator blog. Use as iS 1055 11-16-77 C- 2.10. 4A mat'l rec'd on 10-3-77 representing 50 Reject tnne nf mat'l failed thM tadatinn. 12 21-77 D. L. Osborn 1056 11-16-77 C-230. High air entrainment in concrete at point 12-30-77 of placement. Use As Is S. Kirker SWI(654.2)a 1057 11-17-77 C-97. 2-#6 dowels arn not orniectino from ennst. ~inint and 4-#6 have_shnrt splieph. 'SW nnmn structurn.
1058 11-17-77 _Dwn. C-46. 4-#6 rnhar nmitted hatween E1. 632'6" anh 614'R" SprVico Water Tntako Structura Repair 1059 11-18-77 _G-27-.-- Low hydrogan alantmdca unaa +n d a n +m n t -
Steel _ Welds _were all owed-out_of ovena rnr_over li hanrn-1060 11-21-77 C-208. Water tested on 9-6-77 & 9-19-77 had in initial set time of -25 minutes from the standard (+10) 1061 11-21-77 C-37. A-307 slitted bolts were received with no _
manufacturer's mark. Reject 12-5-77 C. Gwin 1062 11-22-77 C-233. Embeds received with improper welds. scatte r. Rework etc. Re.iect 12-14-77 D. L. Osborn 1063 11-22-77 E-42. Raceways and Seismic Supports installed without notification of OC.
1064 11-22-77 C-230. Flyash user tests have specific surface variations greater than allowed by ASTM C-618.
1065 11-22-77 ._C.-210._ Cement user in at vasults_with_ Tricalcium-Aluminate higher than allowed by FM C-150. -
1066 11-23-77 s-6._ ANSI compliance-oertification _ ot oupplied with circuit breakers _ ,
~
w 4 LOG OF NONCONFORMANCE REPORTS 1
1 PROJECT NAME Midland JOB NO. 7220 PAGE a
7b 2 3 4 6 6 7
NCR NO. DATE DATE NCR NONCONFORMANCE DESCRIPTION / REMARKS DISPO. CLOSED CLOSED BY 1067 11-23-77 M-646. nht 1- Fw 49- wn-5 not pinnna at joint nnt niEned by FWR or LWOCE. no AT witness for hold point.
1068 11-25-77 M-101Mn- RR pipe _spnni n anlivnvna tn ihn Johnitn w/ngnhainn nanaing npnn1n tn vnnt-1069 11-25-77 C-233._J1 Tan nnt nupplind with 6" RR nihnun tthat_wnra (p_corporated intn nn omhnd-1070 11-28-77 JI-10hA.__ Spool Picen mn* no- OEC 80-R637-hy 7 anliverna tn thn johni ta anmngna- _' MWOd 1071 11-28-77 .h10hA- . onnl i ty vorrinntinn Dnn- nnt vnn%_spnn1 fnhbod to_unapprovnd dwg- innnevnnt enhvinntinn-1072 11-28-77 A g._n-237_._'_S_tud_lacationelor__ Crane Rail Suyporta Jary_.1/Rn in '1/9n from that_given on_dyg.
1073 11-29-77 M-326.,_JIanger;_ ole _tch 2-611-h _11, dimensi_on_given in l'-9 7/8"._ actual dimennion in approx. 3' . Rework 1074 11-29-77 M-1041L_ Spool D_BB-5-S63 8-14-1 received with rust and pitting inside.
1075 11-29-77 J-462. Rebar removed from around Fuel Transfer Slee ve Telex. 12-7~77 P. Vanderveer linit_lf l,_EJe v. 626'9" Use as is 12-20-77 B T Cheek 1076 11-29-77 M-204._ Pipe spool 2HBC-322-S634-7 ~ damaged in Duplicate laydown area. of NCR 755 12-29-77 J. R. Behres 1077 11-29-77 C-282. Rebar omitted, AuxBldg wall #21 & #22, Elev.
584. 1p-12-77 M. Foote 1078 11-30-77 M - 64. Coating d . mage, coating peeling off on Emer.
Diesel Oil 5torage Tanks received. Repair 1079 11-29-77 M-305._ __3/4" Socket Flances rec'd do not meet complete markina reauirements per spec. rea'mts. Re.iect 1080 11-30-77 M 7- Drohnnt +nmp nnt mnintninna anving valding ne Persnnnal T.onle Dina g_p g, 3 g g
~
1081 12-2-77 tray qupporto
_C-304,__At.tacJment
_ghow evidence of drilled plates _ for_
holes claps w_1E_/ _we_ld metal.
filled 1082 12-2-77 A g._c-381 & C-652- P 2 ntructural_ embeds located
~
.___ .above_denign_dr3 Wing elevations. Downrk 1083 12-5-77 _M-18 Emergency Dinan1 conorator Fnnnantinn Pneta
__Fabhodw/o_PE. approved _dwaa-- innnvennt dimonainna-1084 12-5-77 .Dwg _C-2A4- W30 x 132 T>ednts.onnected to a_C-6 embed has incorrect fillet weld dsn-stons.
1U8] p(4-5 .7 Dwg. C~~162 8.
~
Rebar shifted, rar GencrAtnr iililg. El. 630[6" _ _[-
- d. Die s ci- -
Std. Repair 12 ?}-77 _, S. . , .
Kirker ,
^
. . 3 LOG OF NONCONFORMANCE REPORTS PROJECT NAME f1idiand ;og no, ' 7220
- N PAGE 2 a 4 5 NCR NO. DATE DATE NCR NONCONFORMANCE DESCRIPTION / REMARKS DISPO. CLOSED CLOSED BY 1086 12-5-77 fi 2n0. Shngwnlds do not conform as they_ arc _specified on the asylicable sketch for each hanger.
1087 12-5-77 Spec. J-263. Doc. verfication package has no Form Icc.-Rowork
_ G-321-D available for Thermowells. incorrect bolts 1088 12-5-77 f1-106AC. Shop welds for hangers received are -
_ oversized.
1989 12-5-77 F-19487. Zone 4 Gravel received had failina gradation ggg , Reject 12-29-77 T. Christofferson 1090 12-6-77 _C-230. Cement content 5# low of the required tolerance for Batch Ticket #24485. SWI(634.5)b Use As Is 12-30-77 S. Kirker 1091 m 12-6-77 C-2 t a. Concrete curing temperature fell below _
relec. 12-16-77 A. Lamach minimum of 50"F. DG (625. 5)a dse as is ~
12-22-77 B. T. Cheek 1092 12-6-77 C-208. User test #48. fine aaorecates test failure.
1093 12-6-77 _l1-209- Shopwelds nn hangerIdn not conform as they
_are_ spec.if_iell_on_.the_ applicable _s ceteh for na. hapger 1094 12-7-77 C-210. 4A backfill sampled had 9t% passing the V sieve exceedina the allowable limits.
1095 12-7-77 C-230. Concrete placed with high slump. A(688.5)a' 1096 12-7-77 C-230. Failing graddion for 3/4" aggregate . pours A (624 )a, A (6437.Ja' M - 6 4. Documentation packages for tanks received w/o 1097 12-9-77 )oc.- ewor
&nld_ maps. weld rod control records, cleaning doc.
12-9-77 M-204. A rc strike on spool 2HCB-20-S613-3-4.
1098 StdRepair 1099 12-9-77 t' Ell. Concrete on cure, temperture ot zu"Y recordeo S_cryi;ce Water Discharge structure.
I100 12-9-77 C-111. Grinder left depression on penetration 2Z-51, Unit #2, 62P6" Az-2970 Std. Repair 1101 12-9-77 C _143._R c placnma n t r nh ar__1 cit _out_near_penet r a t iona__._
gl_ecy_es 2'4 and 31, Aux Bldg Elev. 584' 1102 12-12-77 _M-305._serzion_ratine_.on_ pipe _plue_n.tmapstna_69a0/L___
Quality _.Vc2ification_Ioc indicatea_ii_.to_bs_.3000f R ej.ect 1103 12-12-77 M-305._.ncat_ code _on_62_ pen._oI_3/h'L 159/L.ca_EW_Danc -
ill egible.
Reject -
11 12-12-77 M-215._._10" 90 m J n t_Ac11xprc _the .iod_e.ito w/o ' _
.. _ _. Certified MTRn _X--ray _f_ilm_and - ' g.od e_ a_ tamp _.__ .._ ) __ __ _ , _ ,
7 .
(
LOG OF NONCONFORMANCE REPORTS PROJECT NAME Midland JOB No. 7220 PACE 76 2 3 4 5 7 DATE NCR NCR NO. DATE NONCONFORMANCE DESCRIPTION / REMARKS DISPO. CLOSED CLOSED BY 1105 12-13-77 Valve Manual operating handle broken off, rendering the valve in-operative. -
1106 12-13-77 C-23ti__C9pora te_Tsm_noit_. main taine d_during_curn . h. Iz2T 77-~15. L. osbo rn use aaia SW Line Elav._565.52 to_590#
1107 12-13-77 C-23Q,__Iligh air _catrainmqnt on_ Pour A[687)c glab #8 Telex. 12-20 -77 S. Kirker LJsc as is 1108 12-13-77 C-208. Gement users test #61 had a recorded result on_ loa s_of_lgnition_ofl._67o (man _qf.J Ofa_allonesH 1109 12-13 -77 C-208. _F1_yash sampled _on 11/4/77 had a specific
_gtavj_ty_ variation of 5.9% exceedinq specifEd max.by.i 1110 12-116-77 _ G-27.._Dwg. --652.__B e ama_217A1_and_217B 2_ weld ad_with_no_
.cvidenen nr whlaing rillar metal _ control-12-11-77 " '
1111 4 .M-J05.___IIcat_ coda _ntamped on_ mat 11_ doca _not_comparn n ,w,'r k on Cor.tiflod_MTR-1112 12-15-77 F_with heat _numbogreceived
,_JLe_a m without heat number trace-1113 12-15-77 ht_ZD4.oF_1ncil_hnads wl.thapt covers. Cont. # 1. Az 57 Az-47 1114 12-15-77 Ni.204._P_iRinir materials stored improperly. _ Laydown arc IIT5 7TI6~77~ ~Dwn61.a s . T3h t .6.Valve ringed to spool piece placinq Ytr5Tn on spool weld maktna qualfly of ptpe Indetermina t.e .
1116 12-15-77 .M_125cCt__Valin_IIL9n_ tag _Aggo_not comparo with Valve
_ID .on_ Quality _Yorficniton_Ilonumenirttio;1 1117 12-15-77 M- 106 ._ Shop _ Wold o_on_hango ra_recriynd_f_o r_9E_853_&
968_are_nvercized.
1118 12-15-7T- M - 157. Nameplates for Vert. Axial Fans are incon-
~~ sistent when compared to the documentation 12-l~9 f7- M!! U63 C. CS l'ujis~fo~ r hanger l0"!1fusCT110-II4 have
~
1119 4thqat number that is not traceable to the MTRs. R eject 1120 12-19-77 M-JJ_._G.ouge s__in Heat Excha nge r nozzels,_01.;-76 A & D Std. R epair 1121 12-19-77 C-231..__Concrato_nurfaca_han_toa.'ihiclc Crout. cover.
A(608-1122 12-19-77 M-305.)__ Socke t._ weld _ralood_raca_flangen_do_no Lmoo t c_omplete marking __rsquiremonta_pc "
_ Sect TTT " *J " ^
1123{ l 12-19-77 M-305._Dulcnation_of_sory,1co_ pat. o.not_qtampea ___.
no),ct on Gocket Wld Pipo Plugn. _,
.o._-__.
(
LOG OF NONCONFORMANCE REPORTS g ..
I 1
PROJECT NAME Mialnnd g JOB NO. 07220 77 PAGE 2 3 4 6 .
5 7 NCR NO. DATE NO;tCONFORMANCE DESCRIPTION / REMARKS DATE NCR DISPO. CLOSED CLOSED BY 11214 12-19-77 _Dwg. C-Jh3._Maldern_Cound_wnw ng at i nwc r,gg3 gin..
1125 12-20-77
__Ilo._ welding _beine dona _on_ upper _quadrania. Conic Hanger 1-603-8-5. Baseplate for hanger installed
)_
vertically instead ofhorizontaT1y. n ework 1126 12-20-77 J-233AC. MR ind_iqiites thcmpwells are tg_be socket
_. welded._de_ livered _to the iobsi te_threa.ded.
1127 12-20-77 f-23]A. EmbadS_delf l eted_t.q_ttte .iobsite with on1y new rk
..te n_.s t u d s _i ns.t ead_o f_the_. req uire d_ ele ven . __
1128 12-21-77 Valy c_30_HBC-BF-II .___H ange_e cali nc_a urfacn_an d butterfly _ han runt in both_arcan. Whao_f2 1129 12-21-77 M-20h.__H-n11-3.__Socka.t_valdo were maAQ_sn_l"_nipe with ou t__the _re quire d_MR-5A_.f om ._llo_ALhold_p oin t a .
1130 12-21-77 F-3106. Compressive strength of test sample for non-sh_r_ ink c rout rec'd was 101/ below sp_ec. ren'mt. IJse as is 12-23-77 J. R. Slifer 1131 12-21-77 C-231. Curing temperatures of concrete fell 4" Er 2" TGlow minimum allowed. CCF4C3311F 1132 12-21-77 C-231. Concrete curing temperature fell below A.pecifiratinn_Ing\ilr_cments A 652) 1133 12-21-77 C - Z 31. Concrete curing temperature fell b(el_ow ape.cification_.tc_quirsn ents SWU653)c' 1134 12-21-77 fL-23.1._Gpncrete allowed to dry on the surface (htting_ cu ting.
7 135 72 22-//
CC(650.17)a' Dw Installed cable tray supports have more sh'g.E-714.liceFthan reg'd by dwg. El
~
Aux.
. 604BTdri.
' ,61P---
1136 12-23-77 C-1'70fT117ebars'~omi tted, K walTTJ4.6TB 6 ~
1137 12-23-77 .M-204. Spools exposed to an area where cutting w/ a torch has caused rust and heavy splattering.
1138 12-28-77 C-208. Cylinder curing tank tempir_atute_ t higher,than ,
glowcTby C220B or ASTM C-31 1139 12-28-77 M-346. No Code Data plate on pipe spool 2CCA-15U .$
N13 114 3 5.
~
l140 12-28-77 f .24901. IJeat number on flat bar does not match number on documentation.
1141 12-28-77 M _6:1._ Paint, received _without_ Quality __3ferification Documentatton.
1142 T2-29-77 ~C-~2Tl~' Field bending of~#8 reliXtr ervimrater- -
Pump Structure
-s
I Y
B D
E S
E O G L A C P - w RD C E NS EO T L AC D
O P
S I
L' 0
2 S 2 r T 7 a R 0 b 0 O e P r E r R o S f E.
C K s N R n A A o
'. M i M O E s R N R i O B / v -
F O N o J r N O p 3 O I
T o
C IP n N R O C S
h N E i t
F D w O E l C l G N a O A w L M R k d O c n F o N l l
a O b d C g i N d O
M N l
B -
' "l
- E A te '
M -
i n '
A 3l N I r
- T -
C A o E
J O
R 7 .
P E 7 .
T - .
- 0 A
D 3 2 .
1
\ O
- N 3 R 4 .
1 C
N 1 ._
e _.
n e
a-.-
- m .-- e . .
Ul
,- Of d {W *J lJ- '.! . y ctt-- l 2* - 1.- - : . 'Ly -
I o < M <
2
< i i < ,
l 3 . 'O :'s .O i
' l ;-r: C. - 6
. s-e: . W
- l t '
I, iI E-Q=s ,=, ! z l'u:: i (
l e i
l j '
i t
- I' H- e i
w o la -
.gG w .ll l:
Ir l t .i -
d.4 jo = s' l ':*._ . oc ;. , N l i. I gi. . OJ c ~
2
.u iv :: ;
, e
- ,. r d k V.
6 9
~3 tI "T.E
- C ! D i :J eo I jf i.t:? f. j0 sm
.3 3
g 'I l M !
l!O 'I 1 o. ~s's C'
! E.
2 It ,:d 15' I '
Y yl: !.
ta=
V- l - l0 l lz .. 5 'ia .y de ad
!: 9 y
{
e
. <j i tO M h I '
2 l*- '
fo.i ,-t ! 4% i
. ,o' 4 0,.
.: me. H e e
- .v
,8
. l
.e . ,e :- io : .
- t. . .-,_: y: .
O 6.0g 'j d esi 18- 9s[ la i.
a "o
- > b-
' ' 3 . -
- O~ t u.
- 4 es
- r .c- 1R1'4
.,o r-- . l% .i.u er s- 2 41 1'4u c
, 4 0 u, 6< .-=
s ;- :)- y- +
i , , 9. =.
23 v lo= r, *
- o .:. lLi !M. tu l5 N
1 in i..x.. v ,- _ 1 t . l i n . C. ! .=.,
.$E I 0
![' ! ' i 10 E 'E !
- .6 .o_. 3$ $
- : 5 13 i:: lA P 3 l t no r. . i: N !ll .
l t I 'md.; ' e ;< 'n - -
- s. a. sm i
q , ;.k.2 .i
,_ 'lrlr e e -- ,
4 :
?
. i 5:A. ,,
e i i .
[ t i -
I &5 l iy > j i !
i g.jEi ej i
! i.
j 9 ,- s - t i I .n. # i. C; *t .
i e i,
6 l h" ou \*
1 N "
- l H' d
s r= '
l fl.
! [3 O I *
'o . b( c..u;o g *
'M 4 . g l 3 g-l .
v H.*
}
I eq'.u,le-*
tg n
8 "P r-4 ; *e yh
, y l k* %,.'
thj .r--- ( l {
- ri ' Os p' NL.N - em.Ec;-
- I I
- i
, I wO -cO <= GO ed Hi fe4l'w.C.e b \ ie' 1 o: -
i l
- t w =1 to. j C 8
- O. -! . '
)
- , C6 *N 0- 4 0 g
.C. 8 {-
9u MO < II d7 H, %:. 0 *d 4 C- C ' { '
u . c lU ' e *- 'l l' C'** N O & ! u a rah-s 'N *
-N %a r-! u # C . I 1 3 -
.Q. # d i 1 N 4 -ro ~s . N I
}-- 4* O= D e4 ~U $ r-!. 8 2 i +8 O i
! lH < \l : e s3.t r I i +
l o,c-
['2 o ,'
c 3 kua @Cf "?.
c.: % c:
O. fe4
-t !O l
.' - e ,
O O A Y'b"-
r-i . O
- H. P .c+
t l
M' 2 q -,!. - : - at ci rs '
s 0 -
O- c .c.
C.
m, , :
' 4 n, O .-_Q,* * =
. e, g
> H: rt $O ren c O,
0 C
)is
,? 6 :.
'u .o e--
L' c'
t t <o)'
cl l
i 3
L- 1 i
~.-l
-4 , ' :l; ed ':4 "g s
SaL. t P.
r-
-r-oj I s e
s s
l '"O .
5 u,;
U ,2 rdd l ., oO : .
I - m yo- 'riC 8 8 1
e ' ,\~'.
s"N,R: D e, N. c m c;- -w o.O a
5 i '
l l
c ,
l t' .*
C. '9,8 2
c e-
-o. -P G.
.
- 7" :C N < . i.9.s.. 3 i
a & r OiOl3 ,,N. o T4
- e. e :
l N i .S
.O.\
L.c s.
.: . t 3' g
- t.
- c.':
- g. t t3 . Oi 4 0 ' :.2 % *d 48 M 0-n en.
r3 c -[< i*3 c, e'
I 3 '
. f'i i
,g i: OGes Nn A ! P- ~Z R.
. **Oe O-93: 0; Mt AJ rd A, r-i Ci E 7, Y,, er. C~ Y# #' U 'Jf ce
! ' l I
Nu & GO ,3p d, c. c oE, yp . .Dp q p ,y c, y 3 ": .sn e
- r. j' 'o i I O E ! < c if r-t' % t' i < *q . ,L.y 6, r9 e- "J % O1 : -U-l '
l l
-3 L, . - O- .CA.O u A . .< AN a. o .c; e u %si.e.a e y pe, b, 1 , g l l
-- O
- s o.
e a o re c
' ,a %cw o u,
t en s I =
< D. .y.!-p,g E ;
-I > .
O 1"* <#t-<;. s sase2 Nl 4-4
.c' o !,. ! ! ! ,
1; .-M;C ' tr
- ? 8 .
o es l',d or o N =4s.
. - i -i.
. : 8 6- o <N > O.A4 s o'
-- i ev 14 y ci i ?
1 : G : ** .c. e 6 '> er- 3; ! ro t
,O i
ei.
' al :. .c
-r w eo W! A 4 o -r i3 <
crA-u
- s:: ct'w w =
E o
t:
s,.
- a. = nl : :. .an 't e
i i i I
t' O ' -
'k lS#. Od Eh %; E C l C '.' Nh O' >l ' e igg - d [ , f9 Og I.- O.l 'd D o .C k' Tl & .:.
. c)t 8 f' g
.je
- L ) e Mr
- O. c-,. O . e. ,C;7. cOs H. e-- r--
rs l. g ,
t , 1 (", e H .P
- e l n- ;
.Wl 19 t!H
-y ' -7 E:') O i Oi c)' *2 D" . ~;O= g-er -. I' C*ef ,
c ell
- I g*
-ra ,;
i:= -a c. r -
e e G'io ci.-lc o.
- i 8
}; .U 5_. ess .cj c T L '
ri . O! o 3 l I e C .,l C:C! -I' K 4. I C eb N I' i
I
<! * (m M c:.: : Cot"! 0;l *k" r.4
- 0. f.e @I i
~
t U
E 'o J ;
( O c' N ' -! ar- ' C d'Jll l i
I
, W O ff .p. O- r-1 u C C -e l o #c'a '.
3 ,z=! *M" Ci l u.
C; C' o N d H
< D.-,'u ;G . j. U" l e-C *s g
O MC a 3 %o l l l 'l C C, t C g h +8 t's. c~ g 6-
~
, o. { o. - l 7. .
i O ci c p t
- r-: o 4J , o :3 l e
t4***-- Fr2 -. H O-i O O a
l lz*'
O l. :-:
g . .c*e-- V
- Ot d')
"U.h .
- 4
- - K,,
- ,, * ,'.J *el- t 4 O C. i l
+.- . ' ( f. Jt & t.;,, t . . t .:
3..
P. L,- -' 6
.* l l .'
M- ,C ' r p O 6 C *j O. O ' -1 jin e
- 'l : '" l %
- 5 8
't3 q$ cJ ;-$ N. ,
. M r; 4l ,','; dO NO- f " ; .2 t'.
i e U e i $
T' tl -o,,
" *se Z: < ::H : .:; ;o.. -
cv. t :-4
- i; i r.> c ;* rS .
C. tc, " cU ' * -
- t r-4 *: D. !C ;Q O f.4 8 ed rs
- I
'f I ~L-iO j ::. '
. Cs L') r--
. H . - *! CJ .c-' . l. l. l .
r-3 M -
." r- %
cN p . -i .c
= . I oe,s o m.: . ' '
I' u.
M ..::
c.- -
,!c w a s I t
> :.s ; - o a eel E.a
. .c e u. a .
a .
- r . la i ! n i o W. O 0 ri s.* *l ,:d ! ".- * */ ..- *
- O {. ., a" ; -F*. ! ~2 :
l'
- 2 o u .i o o * -
h- -N;- < : r-- c g *o o a g
ci -:e>. co i ,4 oa !r>.r.: : a
,A:: e. .c.d-q; )lr ..o l.3::=' inl -n's.ua Ni M; ya .f o a
i al t'u
., r .
HO cp', o
' H g .e cl ':S
. :r . i ; ,
b O g'O M O
W 4 3 o C -
- U-.y
!O oOp g-* i
- f. S r. - r5 6.* t1- l l .
-.;X u :o i o p. ci .
- u. o o ei - , , - .
- i ,
-4 s 2
' 'U %' .'\<. **y:.,
S 9. 4:9. j O' ,q -eM4 * ' C-y ) '.g'$ . g .e bo so J. CJ C. 3 .
( e
- e) ';3
',,.4'
. tai: C
+ a
- n. I t
- V ,.
w- ~c] - L-
- .- . lH
- i. Gp -r i , p !i a o t- c.
c, : i j i J. t i p- -t <-4 I S C) :y ~ L.2 ! i.c:
L c r2 . a j ;
-- O
. i ,
.~ { E' . dj ,M! Pa MS O t O H: *3Q' I
. .4....iu._._. .
e V.
,e s*
O @
n
~.,: .
c .
9 D f!cR N=
NONCONFORMANCE dFORT (CONT'D) _
20PA c E _.2_._.Of: i.0 3.1._._._
s+ t *
- i ,
g
. Cont 8d.from bioch 16. . _.__ 7..... . _ . . .... _ .
. . . . _ _ . . . . . . . . . . . ...y_._... ...._.m______..._..._.....
.._.1hc_ cuhjcct_ plc.toa _are identified .cn F3IL.EA-7.6 ch. 1 Rev..1..no_oupperb numbcro z .__ _..._. _ ._- - __ ...... . ___ .
E'D '6 .
. . . = - - . _ _ ... _ _ . //7 h. . . _._ . __ . . _ ._ 8 7_ _ __. . ___ ._ . . __. _ - - .. ... . . . _ . _ _ _ -- . . _ . - - -
075.._.-..__ -
A. 76
. _ _ _ .177. .._.___ _ _ _ . . _ . _ . . . - . . . _ _ . _ _ _ . . . . . _ . . . . _ _ _ . . _ . . . . _ . . . . . . _.._ . ..... _.. ..~ . _._. _ _ . . . _..__ ._._.
. _ _ _ . . . . . . . . . _ _. . _ . . E G o . - . _. _. .. . . - _ . _ . _ . . . _ . . . . _ .._. ._._._. . . . . . . . . _ . . . ._ _. _ . ...._. ._._. - - .:
. _ _ _ _ ._.. ... - . _ . _ _j72...._ ..__. . _ __ _. _ . . .. _ _ . .. _ . _ . . __.__ . _ . . . . . . _ - _. _. ___
._.. UC0 . .. - . .
_ . :_ . ._..._... . 050 . _ . _ - - _ _. . . . _ . _ . _ . . . ._ . _. . . . _ . . . . . _ . _ . . . . ... . . . . . _ . . . _ . . . _ _ _ . . . . _ . . _ . . _ . _ . .
__Tuo..yo11_ pigtoc_p_cr_DET_1.7D, ..drading_E7.03,._ dire c.tly. north _ of_. col..J].8_, .._.
. _ _ _ _ Throo. ndaitional_ base _.platca. are. not_inatalled snd.. arc laying _on_the _ floor in the __ .
Cenoral york _ area.. _. ._ .. ._ ___ _ . _ . . . . . _ . . ._.___ _ _..._...._ _ _ . . . _ _ . . . , _
l Hold for engincoring. dicp. coition _ _ _ _ _ _ _ . _ _ _ . _ _ . _ _.... . . . .__. .._..__ _.._ ._
.]
__Q Eunber _._3.co5. . .___ _.___ ____ - . _ _ _ _ _ _ -
_._1h.Holcl._ tags _ applied as . lis Lott above. ____..______...______ ___ . _ _ _ _ _ _ _ . . _ _ _ _ _ . _ . _ . _ _ . . . _ . . . . . . . . _ . ..
._.81ock 22.ccntinuct.. . . . . . _ . . . _ _ _ . . . . . . _ . _ _ _ _ _ . . . . _ . . _ -
._.M _ .
__ inspection of the y:ci.ds. Dependen t an . t. h.e .a cce. p tabl e. .co.n. M. e_t.io.n. _.o..f.. the a cti. o. .n.s...l. i..s.t. .e.d. _ab.o_v. e.1 F..i.e.l.d_- .. ._. _ . .
._ Epainqcrjng.rqcogr cnds.. a. "use_as._is" di.spos.i.ti.on_ by_Prgject Engingcrigi._.. _ ,.__ . _. _ _ _ . _ . . . . . . _ . .
1,OLOh.MAtO . ~7-Y.'*.c_.$1W _ . . . _ _ . . . . _ . .. _. .
.._....._ee.. _ .e. -
......___.e _ _ . . . . . . . . . _ . _ . -...e . . ..._.. _ _ , . .. . ,._..m . . . . .
..e..... . ..e._-.... . . ..e.e._.e.. _. ...e.- . - . e.-.. . .......,_..m.. . . . . _ . . . . . . . .
g .. - . . . . . . . .._...h..... .. _. .$. . _._ . _.s . . . - . . . . . . . . . . . . .r .
.G
. .- .s . . e . .e._.. . es . - . . .. .-
e i
.._.a
.</W .,.+ {^ ,- ,
NONCONFORMANCE REPORT
- 1. PROJECT NAME JOB NO. 19. 20.
" 'l 2-- PAGE 1.0F.2 flidianii 722n
- 2. UNIT (S) 3. DRAWING /PART NO. REV 4. ITEM DESCRIPTION 5. ITEM LOCATION 1&2 C-38L Rev d _C-65? Rnv. H
_ Structural Steel Enbeds T 9. SOURCE 10. CONTRACTOR / SUPPLIER N-Eas S N#
- 11. INSPECTION CRITERI A IR NO 373 f' 41 .,A p 1
gl , D 13. SKETCH ATTACHED 14. Discovered During 15. Equip Furnished By l_jDWG ( ) SPEC ( ) OTHER NC r}; ( l YES (gNO ( IRec*gf)(Const ( ) Test ( IClient ( IEng K1FLD
( l YES (W NO
- 16. NONCONFORMING CONDITION: 24. DISPOSITION CONCURRENCE reworic rejec t repar _u se_al is__
The E 2 ctructural onbed_ located 50' A" east of D: 0; the Nonth Reactor __sunn '
7 - i wall in R. B. #1 was installed 5" above design elv. Th ttom Of embed should be g s I d cu d. / l dMPHOJECTATEFIEL Elv. 622!-5". Contra this the bottom nf ochnd ic at 6??8 in" with concmte-phfoy '- g ,. o -
olaced to Elv. 622' _
F ? etreictural -embed located 17'-5 ll/-16"--south-of-RrB , .,d/ sy,,gf{ ,, M ((
4- on the Outs .e east secondary chield wn11 in D R= 82-was--ins ta-l-l 3 % bOve- dg,y o o,, c o ,,,,,cyo ,
o yc
- lesion elv. th Ottom Of embed should be 643'-%". :y M s_ Ehn hnttnm
- 17. REPORTED BY DATE 18. VALIDATED BY DATE lhEr#c., l% ik3D77
- 21. ROUTING: (ATO FIELD ENGINEERING { ) TO OT ERS (SPECIFY) ih w.-77
- 22. jd Field Engineering Disposition ( ) Field Engineering Recommended Dispositionh4'roject Engineering T k L,e)) p2 eon,.wnAs c h ; n i a s o o t 1/, 2 c_c u c u l e h elcu Th b a m h e J r h p ex m l f }ll-> e sk s 14 e ei~, beds
-f o derasa s le v n tdd s a
- 21L 9L~4 n-v'7 7 4 L. - n t n
- f ). / ff)
- 23. PROJECT ENGINEERING DISPOSITION 2G. OC ACCEPTANCE QC ENGINEER DATE
.AU THORIZED INSPE DATEI
1 .
- _. M D .
M . 6 _ mwmi e
.- 4. I1.
M 2
- . . O M
8 _
o _
l o - _
u .
d e
s, bd i ne - _
et o
h en
- t r 2 f- ae
, on-c r a ee nr 2
ra o
E ch c
G A ma oe P
o t 2 t o ot b
- c en ht o
d ne oi
) - l D
" p 4 p .
T -
N sa_
1 O 4 4 g
(
C 6 a
.- t T .
R vd O l l P E o E - o H .
R E d t- 2 _
C e c .
S d n l o M pi R _ t O e i_
t s F e po r
N O c ni l s
C o N
O c_ D_ ,
h g N t n i E w_ r j o f
4
/ d 3 l o -;
L_ - H 4-4 .
_ '6_ 2 0
d t 1 e
u a_ 1 n s i i_. i s o r e
Jxm 6
Ld u b
n f_ ef i o
K t i ei oecta t
C 0
1 f_
f_ ho l B
. o_ Jl I
~~
~-
g&IA/ 75 WOW /hM -
A* " ' ~ ' ~ -
f
, ' W')
O
. -p ' l ,
,. 1 c
2.im. g!!I!,674$ ' 3'hT99 Lk li,'o.
NONCONFORMANCE REPORT ff g g , , ,, ,
1., PROJECT NAME JOB NO. 19. 20 MW 220 -
N . P A G E l_.O r.R
- 2. UNIT (S) 3. DRAWING /PART NO. REV 4. ITEM DESCR'PTION 5. ITEM LOCATION Unit 1 & 2 Sco Block 16 N/A Emergency Diesel Generator Foundation Pnr'.n QC Hold, Whne //2/41/isr0' G. P.O. On2P.UOtND. 7. SE RI AL NO. 8.RE P/N_3 CEMENTPART REV D. SOURCE 10. CotnOnCdOD/ SUPPLIER fdi. d 7220-t418 Rev. 1 Soo Block 16 SER NO. Supplier Delaval Turbino, Inc.o Engine & Comprce I
- 11. INSPLCTION CRITEntA 1R NO 12. ASME AUTHORIZEDT . SxETCH ATTACiiCo 14. o;sco e ed Ou,in, is. EnniPro,nisne,in,7 1-K)DWG M) SPEC ()OTHER NOf _RcY. 2 S,"blO EO l i3 llYES (C) NO bt) Rec's ( )Const ( ITest ( IClient (MEnn ( IFLO
- 16. N5CONmRMING CONDITION: 24. DISPOSITION CONCURRENCE 1._._EPDClf1C.oilon 7220-IR8_Roy. 2. Payn, . 5,lsl3 n & c indipAten,_. t _.
eewor rep'alt that a completo set of foundation bolta, nutn. pinten d nd vanhorn: na vel].. _ nn _ nole__ ~'L rejec t tese as et' ~
platen. sho.cita antL1crelinttacrnaL_shall_bc nupplic5Lby_lhe_Gellen.19x_ the._slicCcL. F'It OJ t:C T P a L LD 0; t4 G a N L E f t D A f r.
nencrator unitn and reinted nux111nrien. Also Parn. 9.2 n A o indienten that drnwinl. .L __ _ _ _ _ _ _ _ _ _ _ _
Pf 4 0JCCT E N GI N t.C rt DAlt
., hn11 he cuhmitted for noneral nrrangenent and foundation of dicscl-generntor unit _
Pf 40J CONSTf4 QC ENGIN CCF1 U A f t._.
and fouridatiort-bg1t details.
- Contrary to the_nbove.' no nro.iq.et entrinceripn nonroved ,AuTNonozco sNsra:_ _ _Cron uA:c__
- 17. REPORTED Y DATE 18. VALIDATE I #**"'*" '""'''
DATp
', ~ **'
If / f */
- 21. ROUTING: 04 TO FIELD ENGINEERING { ) TO OTHERS (SPLCIFY) 1
- 22. ( ) Fictd Engineering Dispnsit;on Mp_Field as A >eEngineering Vnht sc aRecommended:Olis f u M *a*.o ositionto Project Engineering,c1,,r_/2- 2 ?
C&7/ /. s'Mrfsin~ AWG. 72 /7//W/> ire /$4ctiWe.) 47c;9 abs *C M*6trirffL_p.<7- u uW.cBrs s4GW JAwcM . /?e/J' f/AWfo s'*Act,,Vk/Rht S/k: A*>y 7 J3012 a
f.
Eindf 2 . / /cA/r6 /D AW'3"L=__//ec!nA7ADMU:s
/ ,+v;9 J:Ybrir__~ fdW97.9
,r
/M $sd'A0 A .5" ,$3 L$//s'd'8"p ,
/??&it 3 - A$r?
- 23. PROJECT ENGINEERT ,
n f/7.d?.2t-vrp Ms A kW 443~ J:vACZM.4 CISPOSITION f., jj.,y//
b ( t:Gfeg ?hhy <
1
_\
6.a g .
2G. OC ACCEPTANCE OC ENGINEE R DAIE
" " ~
AU1 HOLE E i E '
D AI C'
T! " a p .
f . 1 1 r t m; e3 n f': .i
~
?
"'i H "R b"'EPO
,f
, , :i vontinued Block 16 (8 ONCONfdRrlA...,E e . ecsa._2_o r 2- e.. uce us._. 3.3 .
.4 . '." -(dOf J,.'_D .,
/ -- -
drawings are availabic at tM Midland ;1obsite for the material licted. below that was received from the ,
nupplier.
QUANTITY DESCRI m Oti PART ITO. .
QUANTITY DESCRIPTIOIT ' Q PART NO. g9 AO ,
" pit O^ 550-01 "J-- 94m 16 pcs. Chock Flate 02-550-02-AA f~?
?>8_ m .
92 Do_1t OO-550-01-BL It Solo Plate 02-5J_O-02-AA 2tl Pelt GB-OO1-028 9 Mnl o h tn 02-550-03-AD '
16 Anchor co-550s - 11 p.j.77 16 Solo Plate 00-550-01-DA l', 3hi44 12;r ? ll h5a.,d3/r) 8 sole Flate 00-55.0-01-IH' 176 :TM.gid M ';110__p'dN!.DdD77 8 sole Fiate 00-550_01-M 16 ntronG_Bac)t 17839 20 Rolo Plato OO .55.Q .01.DII EL2 Jacking Screw GB-096-150 It Sole Plate OO.550-01-BP' 16 Hut GB-OO1-018 I8 I Solo Plate OO-550-01-DR 72 Unsher
- 98952 . l8 i Guard OO-550-01-DJ ,
160 Guard OO-550-01-Dq
. 16 Plain Uncher 3/11 10!I Guard _ R-2123
- 16 Unnher g Heavy p _
, BTf % 556--01-?" Mu-7m 10 Chock Plate OO-550-03-AB
/
F
- 2. B::cht.cl_.npProrgfL4rmLipir 7220-111.8-109-1 indicaten the chank of anchor bolt OO-5.50-02-Ac to be 19 inches lonGm_. C an_tIGrv to the above.16 bolts delivered were 20 inchen long in the chank.
L _On:Lplate 16" x 6" x 1" with 1h" center line hole and threa51cd (2) 7/8" holes 24" from the end'uas incompletely _forcctL The plate has a_ hollow / cold overlap at_ one end. (Dimoncions of hollow-3h" long_and_3/I t- acrnas . ) Status of this plate ic inacterminate. r~
- b. d 6m7Y 13_fll:1 "Q" UPpb_cr are 15321 te11.522. Hold pending final dinposition.
J6 90 ITold tag (n)_ app)i.ed to thc_ nonconforming ibema.
g ssase-a-s:.rm-s..aar. ur:rt :r.a.- z ,-zsrz.
. . . __. .e er. .r zz-e:sr.arr3..43.w . .wre _s mesma-mearser.see.assumussen:.amammem asanerar-swe4=sans weez a ems.aea-3rmsests a.we . . ._ .-
ooss a weisee Copy - Ore stnator Canary Copy - rlates Cnoineer .
Pink Coev - PGAE Octelaneed Copy - OC O O O
- ~ - ~ - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - -
+.-- . ,
b
. .b
} .. _ q m-
.f ;i
.. -: , GY % %,j. ,_ %y,. . -.Qgy:Q
>. w ., ;
.g.
NoWboNFOhMANCE FiEPOid ..
g A ,4 , i 2 iq.
- 1. PilOJECT NAME JOD NO. -
- s. .
,; 19- 20.
Midland 3220 I' D ? . , , ' NO.1084 PAGE lOF_2
" , , M, . + o, yf
- 2. UNITIS) 3. OR AWING /PART NO. REV ' ' -
- 4. ITEM DESCRIPTION .-
Common ' .,' p ; l d,J{e,,.] *'". ,,] 5. ITEM LOCATION N fror -
G. P.O. OR SPEC NO.
C-21h t
__ 13 Wolded Structural meem Connection '\
d o D IE1. 649: -
- 8. REP CEMENT P T
- 9. SOURCE. 10.' CONTRACTOR / SUPPLIER t . e P/N M flEV E .SER NO. lNA Construotio'r .
N/A N/A WN/A U-4 'D')% " M 'I - '
- 11. INS?ECTION CRITERI A in NO 12.A ^' 8 3
- 15. Equip Furnished Dy NS CTj 13.SKETCy pTTACHED 147 Discovered DurinilY (hDWG ( ) SPEC ( l OTHER NO N QXa 13 e i y es oci n o ,. . . ( 1.YES ,,. (X) NO ;*g3 (.Inoc's (pconst ( ITest IflClient PC)Eng ( )FLD 1G. NONCONFORMING CONDITION: * . . -
- 24. DISPOSITION CONCURRENCE '! -
Drawing C-2hh Rev. 13. detnH 'fnvtn1tornnto bnnm?'innnnoc--
. reworic '. reiec t ranair use as is-
_t_ ions shows that a W30 x 132 beam connectinte to a C-6 emb,ed should have #3/8'.'e.". *P.
, }i fillet wold with end returns both top and bottom of the connection to b@iEicYIM2O NNN h i E"I. ^ d'? , D, ^Y weld size, or 3/1" long. 4. W 1. Mg fd,e .PHOJ ECT; {8" E4 D ENGIN EER *~< - ",
4 ?.' .
'. W m. ...
r- Up- ,' DATE
' Contrary to the above..the beam _oonnectIo'n end'retu.5rn#p,. !.:.' 'on "
i,. PHOJ " ECT4- ENGI N E ER ' '
~
.. ., PROJ CONSTH QC ENGINEEH ~ DATs.
the bottom east side _ of beam MK h28-B2 has been found to measure onlir G/8"'lond%, '
~
.. , . . . , e- f A U THO RI Z E D i N sPECTO rt - DATE
-The vor.ti.o_al. . wold Ittaanurop_7/16" fillet. ar __tho._ ton ond rnturn in in clon'ir.%. 3.jq ..
Pe .y V N: ' '
- 17. REPORTED DY DATE as. Dispos TION nEsq .
VALIDATED BY. . 3 D A. TE ;. ,-a.. e..:a, [- ,I. wC' .U.W%. '.
[ CU lA/b // \
b 5W ' ' ' "' '
- 21. ROUTING: CK) TO FIELD ENGINEElilNG' ( ) TO OTHERS (SPECIFY) ,
{ 8;n* e ' + fy , g'g.'p, ,,pj'g 2,g. ,-
sw - 'v
.g , ,
- . I.
- ,g ,;; g ,, , y..
^d -
- 22. ( ) Field Engineering Disposition h4 Field Engineering Recommentled gggg: curs Disposition 7/0.rt* to P)rojec En y,. insering rhi. ....ml'm . AV./ 9fff>b..p c. nr+ f . .M4 . . ..+ - -'
~~
.t ~
b0J~6*Cr* fA4&Al6:=MhtlG' jd A*/Md-M47*6 ' AWD ADhA.b' $A A 'O '
~ '
~ & As zr: x % L ' % , M L ~LJzM67 e % W W ,
?
V
,'. %:Yl&l$ yj::Q$.f . s;?.
. , . ? ^ ~ -
f
. ~ -
gg.ww ~ . . ... .. - . .
~ y .9
\
' Y5: **f*h*:.~-} . 'h
' D b& S '[. *. l:h. . ..,e i ,h
- 23. PROJECT ENGINEERING DISPOSITION
. ( ~ '; p ,. gg}p,!}g)'j , Q .;[, t.f,- # ! * , ., -l W.:g?..V "'.C [
AR&.f.;'l-R*I'.? fhE}$ $$ 51Q.,- Q .'y f:.7 ,5* : 6.,3,,.. ,
- f;'
w.nummemp 9.gs ' .m:c. am . . :;:
." ; 1,* Y.N 9dt)WN,2 d,[MN,
,, '),t*[d : jf .. ' ' '.'y :" "' ~ @.1 N-Y,'.di W,[th Mf}l'Ph'Y ,', ' i 2 ' ' fl. .
- .I ~d~
.. ", ( . , ,(h Y,h #' ' i D'Uh ,h,(f*h .' [s,20. OC ACCEPTANCE r. . ; a' y d.$
r' 4* - " $.E N.i} h M'afth y liNCINEERd..p,., , .f,. ja.'/dl- DATC
- : r ',. 7t,3,*.2;1 -w'.
'~E' r DATE '
.a' rl.i 't e9 d .' 4. g..
at ft.yp*>+ .1 , d'IJ
- a, TilOlllZED INSPEC.,
,S r .. . , *
, . n '. ' p r .
it..'.,*
'3
\.
i
e . .:r. ,.. +..v.s. <s.. s..t .w-.. a.s. ; > i;y-s e w m..: 5 L y .l,
- m. ~ . u, m ! ...s,w.- ;;m.
. ; ~ s.p; .'.. .e. . . . .. ..
w-
- m:c - . q-- . l e.. .a..... .
- .s.g.q-m,y,w. ,g.
.m p.n4 q 4, 4 - n %r .,,... y;3. ,. %.;;:a.s,:-, w < W) M.. . .y
.y.),m, ..qm _. , .
s
.u . x. .v 3, .c.s.c.n.....am m.. ,, n ~.m, . -
4 -4 N. , . -
1I
... s * .
9 , .. . ,.
.e ,. .,- ., -
p, , I .,;* h. .,. ., ;,. -. .
-2
.r. 3 v .
- t.3. . .. O.. .
. co .
. U. ., .
- a. q,3. . .:' ! y.
- ". ' .
- .g w; .,., f .y ;.m' e
.; : ' V.-
M.
w ... ...
- o. I .
.... r;. w: ....
1 -. ~ .
s: .. . . , ,
. q. .s -:
... ag, e
' , . * . . . ., .,.y -u; ..-s,.s.f,.,t .ga.a,... .~, ..T*, , g,
,,,, e, -s . ;. .
. .. s , -
. s. -
. , ~
-% y,a.,.- * -
.~h. ,p,.
., .v.
-. .a.
.. , . , . . .. . , c. ,: ,.sp
.m.
.~
. \ . ' ...~ -. , -
4 h, ,a e.. .
..c... .s..,. J.. ..t., :
L,., t f .,.
.* n s. , i .
.u .
a
,N y< ,;
.sy
. 4. .y e .m e -
. K .. . . .
.e, e .
. 9. n- . ...e
..f ."*
. ._?..
4 g e.r. ...
. ., ,..g ,s.. . ..
e,,
=
-. s .. .- .y.. .
U, .; ..
g a.
. ..s .
.; .Y
- p' a:.
- .t. .f. .. 9/.
- p. : .v
. t e,
? . . , .
.*w
.s
~
.n+% I
. ~.
. .m=
.' ; . $ . . .: . ,'- ., bdy ,r , . , . . .
- , C.'l.
- .}. - ,. d .- ;, y. *.2. m ,.
' ? ... f.c . .
-r , p, ...f. t;
.: ,...M. t.,.- ' .:h. - .
- s ..r #_., g..
.. g.
6 i.w ,. g .,;f,..
.,) ,p-g .- y,
- %.- .~ ,
. .s
. c.,.' a
.e. 3 ...
s ..,. 3 r g ,,.
,t h. . , *r .. .n. . , -. s. .~ ,s
- f ',,, 'i. - g .' ^ *
.j*w .3 '. .g p ;, 4. . <. .
..; Q. - , .r+y
, tg
.g . , .
, 4- . v ., .. . m. . .
3 .
.g
(
. , .. . . q- ,. e..p, , , .
- f. 4. ..,
. < . - .a. ..,- *.
.* m, . .. .%. . f. ..u- . .
.e.,, -
s., ,s
,. .h. s. . ., .
- p. r. - .
n ;. p ,,'- . .
- ? ,a;., .p
- . c..m. ep.,.
u, *
+ . . %
6 . , ,
. a.5 . . . 2..
x: y. . . ,j,,. .e *r
,. c .;, ,;
- r. - t. ..
,W y.-
-O . G<, f* ? p- d; ,U S i;;
- _., a
- .'l,
., ~
.Q* "< -)..q i g (J. . , , , ,
- t l . f.s *J. .f:s - =;;
^ s'.r cy.* p
'% * *h wr:
^
..L ...5 *T. '= : '.-* M- = *- n' 1 t=<
j'. 7,*.' I.8,.*,-
. , '- .'-*4 7 .g ., ,- ' . - .41 ' *f . - *k . ,
.f. y p, L. l*\
4-f '7 Cf, k.y. 'p,e.t;, ;., *;; ,
. > N. e.
.er .*4.. ,g
- A .} K. .'...u m.. a .c .m a
. r. .o.
.-: . . .* i .*k- *g.-
s.. e../.. I
'*1. *-
I :
.. ?
5 s-W. b.l,. $i
,y ..a v .; &, . .: i., ,s ' ls.N
- f'- &y.- % ". L',l, 4- ga.v. .:
&g. *h l,K. ,
>.n a,
',*f.q. ,f.'-
Yf .V A*: *-
,'T ..
.w
> c. y m,.o.. ?- ..sr.. ,y w 3 <y , : ,., ... ..4.l .. y
, gj,. .w
..,~s t% p ~L- . . . . .y,. m. ,m . .a; . :-
.t ,.
.. n
.4.o 9
.o
. c.
3.
. . ,. .-.u,.. u.
.... n. p. w.e es ..~.m.
. s. g,,c s.,.. .v .1 . - - .m .9.v. - . a. .3x .;1,.-
m.?yi.;
A. ;.,. .g s :.- :,4 ..7r,. -
./g; 49- W m P. .Jf.
a.
J. -:. . J,.. ':;.
. . .-4 2 ' .pe- r 4 . ! ..- -1 r ?lf + :
.- ,3 J*.:. a;i -fr.> w, M, .
N M N%.
..* k- 8.'h,El( e 'Iin'. h.. h.. '$, [$. {h,.
... w
-A h- %,,* pc hn- $.h.e ,.. h.Yh c i
9 . . 3- M.w m.
5 2:
T g.; Q.O.$.,.-'3
. */"* .
m
.;c=c.W
- n..: ?,;<.f,.~l? &. v.
... 1.;,.c ..n
~. %. M.wg.. 'h 2 :yh .m. .' . ' .
. e.. ..f.:, ~.1 . .%. .. L.r.!.,>.. .Q: .
- d **i
....i .g!' . y. ' ....
p x t. :s: J.c. n.
. . - e
,1.-
sw e.c :.T : n wt :. -:
n $,,. .%
v* ,:V s .w 4
.c.. : .n;
- w. m; p. Ag. . <. , .s
- 7. p:- +.
.c y.: :n: :me- .-
m,. a.: 4., v.
.s - r< .
,m. . :..:. . . . . etx' m. s.g,
- .~,-
m.;y.... j
.- er. .
,.s. q .m.;r.,
~
3 ;.3, g : f. . ;g.:
, . - .y,. . ;, , .w. _u , . . . w, .o a.n, .y; g , 2.r .
t.+. m. .~.:n.r m.
3 . -
a: g' ; y.v
?... . - . ,, r-.. .. ,.
y., F, .r. ... . m,, r.n. . .r.p .yes; v- .. . .. 2
, -,s . .
. ,u,. .p, . . .
., 3, , . 2, .- .s
. _ . ..s...,
.. ,s
. . ..,.4.. s. .
.o. .++.u
, . .. ... s. .n: p .... _._
~.. , _.. . . .
..r.s..
.>.s. . n.
q.e . , . . . , . ..
. v. .~ . .:. .,c. ._e , ,....... ,..
, ,..: s. :
u..,:, . .
.a -. . . ,.- ..
--. .. . . - .s.,.
~* .:2 ?
3 .
.r. *
- ww .
.s'is e' s .4 .a, ,;f; . % a.; ,s,s y . ,. J . e, . . .m g w ..,.1 . ,,. ,, .
9.m. .
,' j I"' _'I '. [.' -' .( Ni
.'[,,a; ,g
)=. ' [ -
$* . 'l :
g .
,1
.. i (g.'.
. .s .a'Y,.g. w
- 3. . ' ..h,.'
. . . . . y
.=eg. . - > -,.mn
.c*
- * = * . *. pm ?
O - , 'y *
- ~.'.'
s ..a. . k ..M ..rs*.
%;. - .1 ,
.. s%. t. n e -r.
a
- Q mo = .se
"*e
.:.,a'.,
s Q . <
.4 q '
' . '.2.. ' '. --
r, A ,,, } , f. :
m.
}'
- e N.1..
.. , . ~.- . ~ -w ~cu . , , a. u .,:.o. ,
- 4. n.
- 1. n . .
p .
.e _.t 2. ,... 4. .
.f
,g.
<e f* * ,
.C '..,* - . , e . g- ..
Ii_ ,' L. t'
' gO <
~--
i.'. . ~
g j
- a
.$'g
. t
- e. - ..
. . .e. .
w s.
, . ~ .
- - . s g g
.2 ;
.- . i
- t*
- 1 d I e
.5 I Y _ .
- . s 4 : O -
2
- v4 .
P Z 8 o' * .
.o I of I _
u ! gi Z
~
o.
O o 2 ni 4 of d -rt i . .
O P; . . , _ .
I A v4 tD: !
i .
Qs 0; e , e I i
QI Ar i } t I I Ci U t ;
i A *. 1 i ! 3 e A' i 1 I
5 ot : .
I l
. Pl nD .I i i ,
d *
- d. Wk, l ?
8 O O l l 3 W o- '
% l' -
g C ! c:
w l
- a. H! m c- '1 f l l
+8 e C) Ao v4 l )
C ! N d' t$ I o I
- c. I o'
let,1 toc Nl,
\ s & E-* l
- k
- r.ci 4 g 0 . O:
I y +
aeae:' %, . t ;
o i d O' t. < ) )
o ! m. N! a!
( .
~ O . e
! C# H! T. j l ;
I I i
C* (I_ Ai i l
I e
i I
i I
e
,~
l Wm61 ' - -
1 l -
l , .
, k 1
i
5 d
%# 't si i
Q 3 ( d' :.
a N m% i r! 1 : : :
g ,'
r si g.;. ::.l::g: . .
t 3 ,3 n -- -
. is .
[t :
. 3 .
Son E w
- 0 co c e.
.~ i - t
- . o u
- w 5 w
E a
s s
a
- r i ia
< e d
ta to 8 ,. :=s -- -
Z 8 e a ; lu U U r 5
E o o 5 le j l' d o z!oE
=,
o o x e 3 z a k N !; f .
N N U!
h ag 16-i s:
~
f d :o:
s i N x
g x
3 s
(N s
zM
- b k k hh '
n 5 g 9 v k. M k n q S f kA n
$ k aU Q n 2%
- o. =~g~ 1 s %g os
- 'E D y o o. s k c h .
- g 6 ! %e\ 'f s j '+
.4 n a
=\.eso
'( z a eg. 4y 4g x q "
4g s= N 8 '
E: 9 1 NDi n
< g s o os e
3, se t a e
a a
l o s e j 2 "
S D 5
0 -
4 '
- i<s:> hg q 3 i
.-; .o a O 2 y) -
o 50 az g
s i,
i
,- s q' Z d 1; N - 0 O (r, k) i '$
v y
4 N
a R
g T
]M s
i: a 9 g 1
t 59 f 1 $ u, !o Yv e
.s w .
r
.w O
5, s e pu 1'1 M : a; ,_
e m% -
s3 ~
\ }xSt a 5 w :
v i W :
)$ i
=
a w%
)t N gh \
fb c
- 3
=
i h a! a a1..; et n g s 3 a g i sD \ %'% 5' k er 3 1 g (f f 5 e % e i Ng t . 3 ": i x 4 i s. g i
( .%N e=g 3 01 1 0% >t .i t .i i l
g 6M i!!
so f N
t y t i k o f t, 'e a
i g.4 a
i 1 )
~
& h U b
.. - a a : e
$ yh s g e d J. .
e
! : j g!1 i i i- !
! !!Ii i
i i i i i.;- . I i 5
-i l(}yS:!gl1
$ (3;; is Ig t) , n' .i, i
!* ;!: l * !' $ ? " !' '
j
!! w y os t
,,j L,
' :J 4 4
i t;
i
'n.i(j' s
,i
':s'
' > e ; j , ;s
'i
@e W4 i ;i ! i i
\ 4MM,4m $%4'i f(4*'$Nkh% h'fi%
W% % %%v%o %
u !
2 g
i i ii ;
ii !:
' ' ' i la, G e,m..n n :i i ,
- : ,t .:
i;.4
- di
.o H
, t s': A' w . . : .: : -
1
- . t:
2 I N
' T ! : I -
! i; s i NI y qt IM '
t
,: s - I g g 1 g= 1 = qi t 4 ti' t , , ,
, ;, qN: j' :; :
l ik %%h% %%%%4%#bhSt'% % % %dMM Mthd 44%
g >j'il .-
g
(-
j s 4 sts"sn m A%j y ui w % % wk 8 ih lw s w w R, h s ta3 %
m l !. I 2 l 'l l -
l l k
3 8 'g Ii N '
l i a !
8 z 1 R
i s x 4 m tj i n i s
(
- i
,( k .,
t ht ;
s t 1 i 's i!I L 1
gg, .-
'9 m h! t
- N l
%j-dit ds M: N i s s
l1 D .,
l' k
j l b. ' SI Y I . !.
%. (! 4 i
%S : ! .
l . N, i .
Y !Y (g i%! l I
I!I ! !
9 %e4 1.4
)t :
- j i
'j' 1 3 j "
g = 1 1 1
{ @i t t t t > ;
t.t thhp.,!t,
<lt
$ D[ '6 ( M l ! f4 l i I!9
- s. mw 4
.sw,.
- l : I ! ! :
S ! i i . 1 E } .
-f '9 l i
9
- &
- 1 h +c . .. . . .. . , -
4= =
l u
t t
n j' l '
=!i =, =j = ; O i !
- a
(
j 'p
< 4 ,i .
'l
. = . . . .
. . . , i= . == =
- li:'j j " .'
$h'fff? c@ @ #'# @ ddd 8 3
k ' Nt@ R Phi i i 4 m d
@t# S hj AEl% Y $ N2f E**4 - mm i
~ .
i :
tj ,1, .
- : : . .. . . . . . ,= =
= = =*
= j " !
- k 'i s i ! !: -
L n i i i!' ;
k 1 ,; z C
\ ~ <- < . . , , , , , . ~ = = = ==== '
,_ t -
C-
.y.
8.E M%%4MNd4
% 99W* M 9994**f'- -
, \
z j
i ,
k s um b s a m - w o w in .-e tn 3 r- s e 9 'il @
e 2
._ - d- d,1.; e.df
- - _t, .;
8 1 i i s -
i -
l B
z l 9
a 2
s I
- l, "
tm c. j.< 2r g %e h-i li te
% s % s a h m
>l 3 _. ...-
qs .S ' l s s '
I t s =
i 1
=== = = ~-
g __ .J P-i 9 6= =
t
$ a! l'@:, ' $ r;-
t
& y u e s 4:' i 3PsAq%- . 4. '
QI d I h.NI W$N lx ! '
g i, l ! ! s s i. $ - _.
x 's
.;J stt r2iad d d !._.
$g * ; -s e :1 2, s -z r .a.i
- 4, 0 k h, \ i '
N 9 L 0 &
NG '
d x{.
t g p t ,N= '2- ~ = - = " =
".9?og z4 c h',3 s.h
- c,!
a = > M, i '1
. @. 'E 1e .&
M 43-R r2 i
i,y i _d ,o..v @
a, s ,
-: iT. n. .
N %\ g q\ g m O h\ t\ 1 '5, e.
A
~
. ;n !! id 'Ui'l t ! i H
d3
- 2.y i- dg= 3 l I? lSl' i m 3 g.,=_iel).5,!iyp
- = " ' " =
! $ hf. M, OJ F ll53."
qM y1,j* a= = = = =
3*
i
,'.i ! ,
". )w Rj e
84 ' !
yf4! ;pd W~
R 4 d, =
e n_i :
=
i6 ,TsY -khh h h$$
$ ik MA e i ji A W.AhhkhkdAk h4sliMsa}k%M ;
D l\ h g i
1 5-d h3 =;=
- !$>ds
=
- n_
T%a
=
l N l= = =l: . . , i
?
g i 'I 3 s.
4(p--
s i
g ,
9 .
l 97 'J'm{ga s
iti .s O k' -
= *
= ' ~a = = * *
=
=
'~
y 44 w < 4(N:j n;t. -
! e *@;4$*dsMne$$s14dMdMd_4, snt%O4 q ' a
! I
I
=
!g t _e Te?E - e t= c a 9 4 ,a sg$y t q, d g *
-= - -
14 J 1 4- r -
g sj*k i_
1 e l
'i i wi i 8 j j ! ! i l
5 n:r w em W d ag
- z gd E.
m- - i-w i s,! -
-Md MNf do.s9 e h. 4!
nd-t l ylc
'- d h, A ' 59 t i 1 ) 1 l I i 1 ' 5 ijd f T*
to l'b ti
. Q1 @l _ .~
~t ' ~~
bl" 'O
. i lTIS
. - C\ h 5 s l G 4 s0 t "ii g n I a'mi.$i,9 4 s0 - so$j@
a gj w 2' 3' 1!
x gj il a 4 .i
.gJ!q 4 R,' i M
- D Iii l i l in It it Y d"ie t- dd a. - dij l b 4 61 *? 9 ? ? j;i ?? e i ridch-ihtl T h g7]J3 T' % iT
'4 i m!
e goo =. ? U Jgs4 s?l 2
g s] =g a h
s d %) aTa so %g ed te% 9u>m t aj A u $ ~
3h! H s Aw,c4
$U Ma$_
u w me$A u h? Elh 2
o u a m m m a %e n w g a n as e
jS !)
~ '
'I I I I
} ,g e 't ! :
E 'l s }
9 b q inlj 9- !d ! '4 l: { }$lk% '[g' i l i '
- l
- d,
,R 4 (S 4
' ' s we :
{k 1
4 e
6 4 n lt Y4@!yEdkf31lk lil i
li n
& y h i'*.
N j YN y i M%4R@M{${$hi'h]!ij$ki % % M % M S' M M 5t 4 m iU l l 'j Q % g 4 m 3 t
4 ,
1 o
4 ,1 1 y ,) i a y s
1 i
s s
t t
d-w'a 4
s g t w s Q
Q e
$ y e(,, t es .t h i ti s t j p% 4 j e*x t t 6 (eg{;j',,y'} yg em m
s 3 u mt v a v
h ' k q.) Yk l w ek{'lfj : k k kd k
- , 4 k I!k!
I'f{
i= a MM&Wm9WwSM%MYh%*
i
,I ,
il :g ii N- -
~
'i w M'!)1 1 m [' b a t n, w h %: w q '*
l d "\ '
N [', '"'g b T d Id ' '
N '
)4*'( x '{ N ON g m : l l w i 5 't i h h \ h $ M h t
2 y di i b u n , , ky l'I b Ai i 1 qi
%N g e h9? i .
4 m m gt ) nM l 'tk h.m h;.:h+$h'h0Nik@
dkht h$
l e uw a ep e.. ) t, t, s.
9 4 w$
i W . 9, 3 tie.
s t, t
- & C"" s $ j V9 % ve_?
? ?j k g%'}kh ]$ k' Ik'4'k! !b k* kOIk lt
- e. hungd .s a m ass q ue L
a w us out h\
em
a n l'+
- jl
' 4 i +
.e; gl l
i ,
3 - 4 l D ,
i '.
lil 7 i
. .]
g g g.',
. = = . = =l- . - = * = = 15 , .,
5-3l,!;_,
e g .
o w \f fjl -
g~ 5,4 i ! ,
%%. =. , . = =-- = . = . . =
=}l=, '
4 . , , ,
. g.
4 eukyasQua g e liu i 3%ethJp,u A .
pn s*seAun .e *l ;
L 4 !ij s.
hr = =
a.k E = .W4 w kh
= . i..'
s
$ ~f!
W c ,
7 99@
N k s
l 'b h h * ! ' l
- 4 q!>
k
~ ' =
ih * = = -
= -
=* i* L q,
'g 2
eu, eange m .*, ,, @ '
el g
8 -
u o as a w 4 e 5
g f
'us.%ent%
g S -- ,g- e ,- ,g 4 ~ _
1 4 :- e g
,m
. -- c d\ *i 9M N -- C' -s 50) o p l
Z ,
c l -
4 I
- u. y n -
d df a N j @'
T 94. $.
1 4Hri * ,
- i ! .!
f + .
{ T.
. 4..
i.
- n. yd = ,l =! C _ !
g d
g '
-" _It = '
, '!= h 6 C. %. . FI O
3.y:
i
~
yh c oe fk ?- -
~
f- he 6 ;l
. 0i 3 5 t !
9 5 5
=a? nda$
Y$ .h k h$ k
$ 6
$5N d
l$
H%
- g M F=
a
' =
4 i
jd,K= s=
a
.=
$N=y p ;i l:Le l
t g g g} iMn ds&hif4= g C L g!= i 2. e =:3 ho!-h 3.=
N' -4 4 446sE 4 4 a gA 3 4 , e, c un a
~
ha % thbh 4 g eng
Q \ l ! s l l .
8 ( i g -
i e
1 %Lt me
_ y m
i a b
. i a lI l
!~ .
w 6 10 n 4
1 ,
1 1P
%w J !. '
@MM*
5 q 9& I .
=
l MkMY[N ik MkM !.
3 q'-
i x :
! R R t -
S A'* g i y b i .
5 - D 11' I -
1 I 4l ty dlS ,'
so 5 1 6 s N i'tsm.:o !.
s qY 1 i
- i s @
t g % dg I 8 k!k 9 .
t 4 s o !!i
@ il (a $%
" t
' ' '. 2 : $ ,t q q t '.
a!'i % !!: .
'N*k
- N'Y t ,
so w iWh _ w. e s. N e
i s
sw y .
5x 1N N, N gsss_il w x sm .qs.q 4 -. sw i. I e B S I s .
i,!
- t r%R 0 %k ) k k Q
'h h kl g i b 'd d2?$h t hjik !I m 9 ti u Alk$
sq $o wi b
w e
h:
v4 n
k ,y 4 Ngii44AIMsi2*yq t e d4 49 @$N l b )l Q'tDH!!s 'f t ff i : .
k } h'i' k h f! k kk t b
a w mmlmm!f'ueL, swwasea'm an
~~
w -
am i '
}\- f. f. !.
n ., '
! ? S !
I I
a Q
4 4
l$
s i
i..
s l
- i i -
N, :
g %lu '
l
" x
\\-
i IW
- i- g $'.
s
{. '
U g
'C i k'l 8 ,,
s x) !
$ E f Q
W g i
~~
- y l %
!G
~s 9
! q } jg h!% i' s ,
je. ll i n' q :S I-i i
\ . t M .
i d
i l l 2~ ,\) . .
lll
\
l e
6 -
.3 4
g .; p n ,
. y y
. A NONCONFORMANCE REPORT -- T o A . 4 , 12.- 13 O
- 1. PROJECT NAME JOD NO. 19 20 Hidland 7220 Nd.1007 PAGE1 OF)
- 2. UNITIS) 3. DRAWING /PART NO. REV 4. ITEM DESCRIPTION 5. ITEM LOCATION (Jn "o Gee Block 16
- 7. SERI AL NO.
N/A Thermowell for Resistance Temperature Detector QC Hold, Whse //1.
G. P.O. WPittND. 8. REPLACEMENT PART D. SOURCE 10. CON 2nACTOCfSUPPLIER REV 7220-J 3,3jc._ see Block 16 P/ nil /A SER NO. Supplier LTeed Instrument Co. , Inc. Elgin, Texas _
- 11. INSPECTION CRITEnlA 1R NOEL 00- 91 p2. ASME AUTHORIZ,ED 13. SKETCH ATTACHED 14. Discovered During 15. Equip Furnished By tx) DWG (3{ SPEC ( ) OTHER NOSpec 3 Egr 1%PhlON REO D C:) YES ()NO k) Rec'g ( IConst ( ITost ( ) Client ()d Eng ( IFLD
- 16. NONCONFORMING CONDITION: 24. DISPOSITION CONCURRENCE
_233-0-1 & 11-1 indicate 1} inch hex head for the thermOwolls: OTB-60I67, 1TE-3320, i:El/[_ i '*" "' '
2D;-3 20,_0J'E-6013A,__cnd 1 OTE-6013D. Contrary to the above. the abo _ve thermowells i _ h'Ihke_:/ M/
Pstp f 'C F FILLD LNG 4 N LLH ATL !
wpre delivered to the jobsite with circular head (similar to n_ socket wel_d_ head)__ '
PHO E N GI N E t: 4 UATL
.cxccp.t. lor._tvo_ flat _mttfaccn_ horizontal tO cach Other (13" annr_t_.oml_3/l "i deep._frpm &. r O NvE: // //GgNCLH_ . _ . _ . _ -DA
, l' *. L
.ths.1194WlD_qnd: a;;_ahown on attached @ctch. ) . t._ _ p-/)^ 72 Con't Page 2 ^"'" ' " * ' " ' "
- 17. REPORTED DY s DATE 18. VAllDATED DY DATE ***'*"""""'*""*
v '^- ! h /O. N 7 [ l~dt*x Z ; [.w %h( O-='-*w r
- 21. ROUTING: pd TO FIELD ENGINEERING ( ) TO OTHERS (SPECIFY)
- 22. ( ) Field Engineering Disposition % Field i En0 ncering Recommended Disposition to Project Engineering g.f3.,7j _/, g-
_ds-3U -h tad 5 receif nd
- ,m -/res.L LUpa; m pa10E/0 h & SklV s"k-
/* $/Y/) id<dc'.Mdh5A/OS ,//Cc.!s?/c ;WWdG a'/A /)n,t T~o?.c:s s;f., .4 .,,:, h f .Y,, /z.2)- 7-)
Arr.:!. ,: ',s:= o AWrisc7* 4gM exi,vct 7;,- <. s 7 a ,,e / c .~,c. c < c.; ,-p ll P'<.*v./0- s'sG <df$1'f/ 'e?J) ikW/)c1,6
_2 _ /'E */c'e// x.~s,v: ;.c O'"' fj8:fc*. & 'aitefA}A/ s & D,.j g*,. s> /2rt./ n/ 2*in ,p ,v
]?
~
/ /A 7-7 7
- 23. PRDJECT,E INEERING DISPOSITION 2G. OC ACCEPTANCE OC ENGINEER DATE l f" -
f
=..
Q f
f 3.N 3 e
~
- ~
s a
a
- M-c 4 '
a.
s 6 '
i i
ba n s 1 h a 4 n
t n e . v o '
o t e a t . r 4' i a n e e
t fa D d ',i
^ n r a s - e og i o t c 1 i ir n n_ - p ak 2 lp st n
wiA d E
2 e 4
~
- p ,l eOC m 1 oFeO t u R n G a x c 3 o e.
o - i m )
n y d r p s
n F_
mt at F n o (g ~
~
yp y o C
o r n o - a p o yd ocpe m n at i ot t o_ e - w - iC.
yCer dn a ki a F_
g c u s t d -
mn a mt c f l e i h o a o h L
)
D f t d f r"wCPG T'
N i
r e
t, e b_ h n e Mi *-
~~
a A O
C
(
v y
ot n r kc k ~
T t n o a p
~
R i if -
O l l . -
a l t n n _ -
P E u i e o o -
q f e i i -
R h t t e E d r s a i 7CNA M
, n o a f g s n n e f c
r i h- o.
vo ir 9- in t
s p
e 9
R i o c e 2- d -
O r i v t ~
F e t a i i -
N e c n1 n -
n u sa o 2 n -
O i r i C n t n s d a t 6b -
N g O e n es n t s
n N i s u e ut i
e e m c, d r h e uc i. t n o
i T b p u
q o
iw l
e . l < r a r D- i e e 1 w ht h n t f 3 1 I 6 2 m -
3 r n9 5
f oy8p J G .
u
- o1 1 s -:
0 m d_ b 1 m e 2 r e n 0 g . m 2_ o e n _4c 5 t_
- 7 J_. t 3 i_
~
l h n C -
6 n n p t 1 o q m i D -
- i d_ e t
t o d'o v i B
x KC t m r a
- e. a a o -
- q c z e v i Q m 1 i_ i_ h rk f a .
- 3
] f rt a s n D -
e
_ i. a r n A C m g_ nt a a n t a e r R :
o d t
_ i.m C p s
- s th c u_ ""O_ U s
_ t a
n 3_
9
- o r-e C R .
, ~
g g ' ,, ,
(x ") '
11CE!/
Pago 3 oi RJ'.
. \
A l. V ,
bb lYL l-P4 "
v
, , g fil,i'i r-a
+ .y ; ; /, --++ 1r+ 4 U >
A+
Dirnensio.v.; T kermoscen U-3" oTE - G o4~7 U-4v"z I Ta - 33 40, 2 TE-3-12 0 > 0 TE- d> Ot3 A > 0 **E ~ 60 s3 B A* - 5 % o re - 6047 A* - 'l % ' J TE- 3 3 'co , 2 TC-34 2 0, O'rE- 6 Oi3 A ,' o r 6- c>o i 3 B J
9 e
O O O
.. g
. r- ,- .
. . . . ..x a- -
NONCONFORMANCE REPORT q A, A, m e.n
- 1. PROJECT NAME JOB NO. '
- 10. 20.
Mir11and 7220 NO.10EA PAGE10Fbh
- 2. UNIT (S) 3. DRAWING /PART NO. REV 4. BTEM DESCRIPTION 5. ITEM LOCATION Common See Block 16 N/A Pipe HanCers QC Hold, h' hse 82
7220-MLO6AC f* Gee Bloch 16 Supplier ITT Grinnell, Warren, Ohio
- 11. INSPECTION CRITERIA IR NOE-1.OO-21@l 12. ASME AUTHORIZ,ED 13. SKETCH ATTACHED 14. Discovered Durir.g 1S. Equip Furnished Cy (YJ DWG ( ) SPEC ( ) OTHER NO nnn m mk 16 REO D ()NO ( IClient (:(Eng ( IFLD INSP{l (M YFS D1 Rec'O ( IConst ( ) Test 1G. NONCONFORMING CONDITION: , 24. DISPOSITIO'N CONCURRENCE
~ " ""
E-?E-971, 831, 817, 702-01, & h14-01 have shop welds which are specified on .the '
applicable sketch for each hanger. Contrary to the above, the chop velds for the _
_PHOJ ECT F8CLO CNGINEER DATC_
_ Lo)_.loerinn listed 11 anners are oversized. _ _.
, __ruoJCCT LNGa NLCu OhiC._
PrtOJ CONSTrt QC EN GIN EEH DATC AU THO RIZ ED INSPCCTOR D A 75*
- 17. REPORTED BY DATE VALIDATED BY DATE a s, isPO38780N H(SW3 c.wwlJ'T'.k.sg/ /2-T-?7 01 sp-5-7 7
- 21. ROUTING: ~ p4 TO FIELO NGINEERING ( ) TO OTHERS .3 ECIFY)
- 22. ( ) Field Engineering Disposition pQ Fictd Engineering om c 0p itio oe E ce (ISE A!S /S , / , /
d'.,#,,d,,,/x u-/ct /, ,
O.~ - e n u. m L ,
g ,
- 23. PROJECT ENGINEERING DISPOSITION
~
2G. OC ACCEPTANCE OC ENGINEER DATE A DAIE
. s -
Bicok 16 Continued NONCONFORMANCE REPORT (CONT'D) .. cars 2ar_325 ...=ca~,._1088--
ITAT!Gt:R ITo. SKI?TCI! !!o. _
S'd Ifo. 1-D07,D ST7E REQtITRED 10:f,D STZE !!3A">17!1T D 2 h"-2Jtcc-81-]J2 __ 2-60i-18-5
! 1 3/16 All_Around 5/16 All Around
_._22.-21TQC _03-IIP,_.__ . .____2-607 -) 8-2 6 1 _3/16_Toth.Uldfdi__.. _
5/J_6_.M1._A rounr1 6"-)fd}H-6-lJ3 1t-1-638-116 1-2 h All Arotmd 9/;1.6 All Around 2',"-21TCC-Olt -II2 2-606-18 15 (Sht. 1) 1 1-2 3/16 All Around 5/16 All Arotmd 24"-2i[CC-81 -1126 2-6018-18 16 (Ght. 2) 1It 1/8 All Around _h All Around 2k"-2nCc-79-112 2-604-18-6 1 1 J /16 All Around .
3/16 All Around 6 "-2 DBC-5 -10.0 2-631-8-2 5 1 3/16 soi,n niaen tAllAround It "-11tCn-19-H5 1-612-6-18 1-2 3/M Eoth Siden 4 All Around 2h"-2CCR-10-115 2-606-9-13 1
1 3/16 one nido 7/16 All Around 6 "-2FCD-15-nis 2 6061 8-3 1 _3/16DothSiden h All Iround
._ _6"-2 ECD-15-It1It 2-60t! 8-27 1 _3/161'.othniaen 2- All Arouna 6"-2FCD-15-IIllt _____
2 601 8-27 4 2' 3/16 T10th Gidon /c-5/16 A1L Arounal Ifn1,1 for-.cucinanving_ disposition. "0" numbern are 16.01 5, _ li.191, _l L 321, & Is.301 d'L I!old tntr(n) applied to the nonconformint; itemn.
ll G_gs/A/n'dA/#4 An/dord AS 6?/ sd.koo 72 DW"5 7/c A d J c* c r~
//An/_Gg_s* ss. A?Wergy ade .,dSMd3 VAsse AWi2xc;. .zWgg/miox./ .
_ . r, . ,I A .. C R & r x.. - 42/9/7? >M / i ' ~ . p/< / F. . - N-4 -7 7 PF(/ ' /srd R.c_JJedL.__f;.
A A '6iL7x : w/rs G. L .St c /M't P.s e As l2//3/77 .
= = - - - = . . . . . . - .647//6~ Dd725 w n. c. , , .le, c..... Con, - o, i.e. c , .i,...,
, Plat Copy - PO A C Gei.e.need Copy - OC O O O
. ! i 6 s .: $6 e i e e a e i 6w 4 4 6 ie4 6
- I 6 I 6 6 44 6 6 4 4 e a. 6 c,Ju g',-- -].
l a eit t4.e e # s4 i s' 8 I i "E ri 4 sIa e . .- e e e e e .e r e e . a e ., t i t : isa,eieei 6 t e 6 46 t ee ie i 's e6i Ieiii!ee to.hl2
[ l l l l C
- r. c:.
M.o., .
-.b;.l *
, "i..e ev ee i ie i e a iae e s eae i e _a i e e es8 efi e ! e s s s i ,_3.." 3 ,3 g ;-
e.' ' l l W w
A I '; G~ -
u l __
M" I : :
.c. . :E
- u. e.{ ~ l p' a{l g
,a h.t:N f '*. 3 E3 -'
' t.*:T E ;&" t, !"
.f, (?
r . h M- j i '
y",Is sI E -
~2 .
'l@ % gl" ,: -
I't\ . l 5 .,, 5 k 'Q bu
- 8. .gl
.s, v =< ue e .i e ,i
- . xg J-. e -
I
=
'- 8
.3
@ uc'g
- :a
+
r=" ig :cl - - -., -i q h ~-. g .
- o P I - - -
.::g o-T.i.e I .:,; e ._
I 1 ' ,
= s.
l e .v u -
i 5 pl I l g g i w- u 2 l@
2
,o._d',.' ic = M;=::i el.; f es u
. c _A o-
-d e
=
u 'O l q>-
l up e s.1 ;= .-z sa c ,. l 1 p. ~ s O i,,.;
y o e
d a ar.
,.c;,u < o - c'I < r,.. --<:.4 m 4 = 0w e cCI. - w .a i c- .. e c.., u-J e. -. w: -% --
p, y %- s -
= .a " r
- 8- E 5* '-
-i: ; j . 3- ~
d ==="='=
. ;4-2 (,,, -) G p:
o .i .9 c.
o o %wa = S en:=el a
- D -- c; .
u.s i 4 ., . -
U" = = , .
u 0 w g b <
,~
,. :- d: u e
-= :: a <=1 -
a - di;9 ~ .r :n.4 c ~.*. : p' e.,. .
.hI. e s. ( 3 -- .-
- a G = 4 v. U
- ur 9 4e < 3 : g l y- 4 b "'
>- . 3~ h h !
,.'* ""a c
n 4: =; ;
~ia_ .
e" Q 9 c_
E s,.:
.")dgc no .b,q-u:>.E 4-
& 6[j<J l
s .: ,fhj~
- L. ., =r 1
.'}C ,
l I"
o i
_' N l G o D
'd" h 7 es N' ' **
I' d d
- a-:'
M
-- Di C :C \ Ig o M c fj d"4;N ;<*d s. /.-c . s' M :, E m .:-1 64.:
. h t d -
dd llLi
,/.
.J.
]
, N N
!w f
G ,,j 2
= c e
- - o s
o
- c.
<'- o.4e i
- s. :
s,--- 73, s og ,, e o j
.;- U u
a a .,:
ci c4 n k_ c- .is,
.e uJ
.b.e e w l l ,,, : f,~: O
=.-
\
o y>
J in ~
a u
>. q ::
< - 4 4 - .
5 M.j;j
-1.,$ [ 2 w: -
l 2 "j P ,o 0 u: -, e:
J
'" .'c.M .
- 1o s.< .=<:. y3..cl l :T,4 ,m
- p I , ;o ,
- p.
- s ~! <
Ze o e ,y.
4,.Ma~
J -
u,_ e. : - c. .- . , . i ,
Eb
< E Z:11 .P" Z1 T ~_ ,,eh U p
_. E D...W>g .- e.
-l c Q w 2: Pa < c 2 - : .
.J cm L c l Ji l .,, - g -- <s-6,,,)e t- **d' U. < %ls = -u.a
,, e < e = ;-*M
-:s < ~~) .,<o ,. .z e. < .. - gcb '.=,.1: y = c %-.
s.. s e t: z!. .e . , ,. . a g te D d >.-,.,.,
e .e m g.a- l-i e,1 e l.=,: .= e= -q.- < }- y u -
m .
- :c=.-s.e - -e
,c.- ,
2 -gS
,,0,- l
l
<c
'qS -'-
. :f- P. v i ? -NWi" "r= Fi=P is d d2d M 8 Eyb$ $.i I
- c. u w g ,O I . c- . .o e pu. ca[ se g
~~2h o
E2 m C-T /f.) 5 E
s
~,.,-l.. a, w IG c
~.s e
-oy c
r,
@h ,.
., =, . ..,o o e
' t t +4 .5 s.n g ; u ,, ow --
u g Q; a,,m ') =M
- , ~- n sy y. rta - - r 9_
's- T ',- "r'.
-> Sba p.io <o .
I:l .'
's
- i .-) - -
o c0.> ,
p; l
- $ , 4 t -
s' ty M .g .
'- ly!: ,L. _ . P A '
4}. 0 t
,e C<ON. O @e '
>a i'l :sQ:
t'f
- ,,a -,i . r j - . . .3 d - -
3, no J J -g.. .. ., .
hh0 k. C
. t. .
e
> h/ 's /
V <
55' O
o F
Eou T.: -
-.' r 9 e =0 e- o u -
- j < WU
,,., _c. o -
- r. . . : n ., t ~.
=e < .
D. @ c=
cc s?
Y
.e e to .
5 _5l a
c t
u
.r O
' ~3 cc ,:e5. <,-d. Q;4,' @ O' e
- ) & o =
s.
.c
.e: -c.
o-b' e._t .. .~. ,g,.
' .S - t.
O,o O
- c. E f
r- C.S 0 di $
/ Jr E2- Al =c7- I' =:;i W ao e f **f 6- S< I H c=
= O c-0 .3 ma s7% @0 C ':
<~'s' m Ee a: .C:=A :t o* v.i .
.FG
~ fee p
'c ~
n< a _.if, P- c -.. f. .:: <
0
- r. - l' 5
.r s o.
c u
,,. ,=
~ t.: .s .
4
- se s
- l c l -
o l
\ )& d ; M,/ - di .
c* i.; i ;
- =_
c u uo .e<.; .r;. -c.s , .x, -
.l . e :_ <u -=- .n < t ..e j- ,
. Q* .
.-.i ;
- c. y 6 4
1: e. J -e- 4- S,; .:, f.j ' ..i,,,9 .
i [S u
,(
,1 _f_ p 3 --
y\ N. .:. p *i.* ** * = = - . . ' .i ~
- N d A Ar
' E?G d - ' c' lii.
2' '~ e I 0' i ' M-l L.- * " 2 2 :' u i
I /X >g E.u k
=
- -as h?2k 2 :
- c- -
q
- 'a ,
4,j u
.- t w
.o "i.e s. c s. - .
I,5 ; P i 39; -
ll%
^
v.......
iiti i - .
' ,,,, iiti o i s i rwiu wmv.7 =
- , 6 -: i i r i l ,,,, i, . . .
. s sa b yl 'I l. :. :
5 ii *iii 8?
,c..ii.a isite , , ;
- p. f,
.risi'seiei 4 ... ., .. ii.'il8 it si
',,,,i,6 !
iiii.su ,_.
w ;
w l l
- =l2 e.?'[i>;
- i a a-
- ,0) e, =,
l _ - .
".N$
'. 4 c
+ \, l h -2 1 .
a -
=9c5 I = .
se l
':CNl.Lg. _'hkl $g.I h
% ;7; .
i
?.' i ]h![f u 5 e il .)t 86 = 0 '
8 '
5g E[Wp2
~
E -
=
3 , . n ,
- OJ
= m 3 ae se['qc :-
9 Q
N C
o
<-- .. iE 5 . E o wpe r,, 8 o 'C Y x _.- g_ f; w e . o o ' f,2 x 'a
- i_
- s _J_ j . <!' w o o .J ? ,.
E;;; m:1 2
. 0 m l'
i- = g E D- a o" E w=r es d W 5 gl w E! ra ,
- 1-M i n 9. -o,s E , 5 m o i- p 3,,,u c -
M E E
o 9
- c. e. - b.m ? -i iM aa s ::::
M, ""
1 m e 5
- u a =a f XL t Ei
" e N -
N > k- o E
< n u 4t_. 'i.e ~ s
' M =2 2 5 3 A3 <
" , ph N C'.L'l5 E$
E 8 8 d :E d:)Di,}9 w$psLw:':":3 N bC 5 = E, d
o y
ysuk l
_u ~+;-s; -
nyN 7 -
8 o
-a f =a s a gu>. :;-
t yg.
a .
,:eg o e yl[1,- N q:w;cg f g t. zs w=
g 2 i W Tl yS m @m m lo n e ,.:
_'i;: e
.w z_.me = ,ce. . @.
-g g u ,a .i--m- .H.
. m a c
2;5>- = o :
t: g.J.!:]g"y e
1; @93djg; u" JS sp-e.>c_E :5 F
rE b.
fa6 t :- E 2
om t m= <a -r =. w r.
q u 9999979 99,I e o .-
.. a 5 x$
- s. '
l w ww .
- %-ij : ql - EM m s=
"a olI
- w n <
.Q . t,
'r
'k:s$ .Ie-t -
h~ -
Di _09 I
/004 W[WT ,
aborO k I~ &
i zp
. . .. -s -
J y -X. "
9 o p' j f 4 5 l- :: (9, o y
- a. i e
= - .
e o h .
o , wc. (.
+
q y g4 b g 1,,
,' 'n ..'
Og ^
r- -
' lit T I .
O ..
, tg p
~ J t'~ >yA 4 5<
i W Y ~ *g U
'o Eg 3
a.
- {. g
? p' . ~.
V~
e 2
=_
- - O o
dj ,4 -
'g *-
-u__
ip
'Q
- O c .:, =
c 9
N
=
M%,
,8
- I -
i $w [o.s *H C e pJ b o
( , , N l = l.fo o .M o o .'. ge m c.
y k
\
< s
\ c o' -
k
-$L' c -! : /h o adcca w g 3 = 0g i 2<9,$ c*{-ege2h 4 s .
o t c
>a ls :.
< <0
\* , - 3 .=, u G
<0 . lg
- r. s c =.a o .o.m. s- ,
6...=.,ei 2 _ o c. .
o i . r- o a :. ,
. coc- s r '
rb.$. N. A o f >TJ bq E."u" ane E E E .E c N 7 *E .,
's e i . neu en tr' n s % - o 6 -
- I9i 3 z'",. UI,".o~
i9 s '+4. J. [
upC:s ::j J ., 0
- c. - a
.: i s r.,.
un '4 d
~5 5 i-aa o. s .!
e: ea k i tuhE
~aa- E
,\
O y* - e r- r- *
%g CO & w' gx ,
a, , ! i I
M / t> 0 x
o i.
, 33 *
. sar ,,p ,
o ,
J -
f .:'*
r 9 17
. -~ *s'g a 3 e f' j
- _ .' . , , . c., ,
( ? ,uv; 8 o .
.I-
% _.. - _--. ::..ri.s i
- ;; s is t . . ! I 6 e a .
- a ! .%. e . ' . " ,t
.h .> .. x. x; ,
-i x.
i
>.. w i.
g ~
,, . .i
. .i ' . . - . , ..,.-&, e'
, .:., % i,e. '
.:<: ~. ..-.. . . . ..s.
a t, . ssa . t e z- -:,c
_ .,_. . . . , _ .-~ . .. . . n.:. . ,
, - .,. ,, , a g- ,_,i.
> d_ ._. , .. . *
. . _ . .. . - . . - . .........,.. _s ..i_ ,, . . -. _ . , . :
[._. .,
r M'
.>.l-'
=
- s=4 p i .> . : . *
- i .s = ot ( . ... <
- ;;; :s
' . ; .::::. .::. =
e-- --- q - :-- '* - ---- . -,1-- -. - -. * - :~-. 4. g . '
-- . --*.) 4 r- .-.-. -
- 8 - .-
.Qe .....
, ; 6, l *;
, . . .: p
.r. ..
z.
y .s m'., ', . 1'
'.; f. . g
, g . _ , _ . - .
t , ,
f .
e
- '\
o 3
.4. . . .i,e cc C3 a rw o
.=. .
t.
w- . e i e t .
e ; .
e =
al
,s ..
- .. z.
eg. 4 .
g.o
.=.. = .
.s. g l
___T. ..:%, _ Ds_.~...:........
.-* s .
.- .a,.w /' . . rj 8 -
.r:u5 o i .: :: -
t
.}
m in n
- . ; r. -
vs . w 3 1 g . ,.u..a,-
u .. .
7_ ,:-
gw
. ,_2..__.
==,
- -* po o,:. - ro.
9 -
. .1 . . -e i
p ..
- - . g It' o s . d, ' :**~ .- '.
~ -
i[.Uu .I
gl ,-
[5:=.F.;;jp.-. -
l *1o
~
[ . usg -e s) i t) '
- .3 *
. :: N j v =2
. - e,-.=i--
..<> I's _<
s ! r, ts.*,l u
s ,.
e s s .. . s g. -
o,. g (g3
.e.. .:
< ::a t.: o
- a. . .r. 2
- D-
. s g, * . o
. ,%. s
e
. . so t u 3' 8 -- -
l P'. .
- j e,'. .2 c, -
@ *8 '.*
~
o .2 t . E -
, l . .! : i '
m ~ - . -- _ o.
g . . y.- =. . '
hs si s. .g
. . . u t. . . ,
}
..r .~. 3,- . .--
7 .- P 6
- . , ,1*.
l ==. :- 3
.3 .'
- !. ua ,. '.t ..}.C 1. wN .
' 7 g l w" 4. 2 ti 8
6 i.' - . . v
- *8
- - -.- .- ~ .
.4'3.; E.%, h'. -4
- e e.
..a..
.....D .
- s .. . .
0.,.
w s
3
.I
. i
- s .-- , ; >, t. .
.-. [- . e
.. ,.. .
- g_. . . - .,tu.s..s. rs.sn. =o co ..
A < .1. . , ,.... . - c., . e-
}s v } we -
1
. . e. . -
_w-
- : 8 . ::
ou.,. . ,4.q . 4 :=;,-
t -
. . . 2 .
- . -
- :..." . .. 4 ,.o g.
.:t
<-s s. o . .
, a .
, . .c. w is s .
- . ---- . ' .- h .
.3
.l t h . * '
.J.o 8' g .M. .A 9. .o s. -I .f' S IaE A. ; c9. ,n-8 -
"... $ ', 2' {.i . t_ g . : . ;*
l.
m c et.. '. # s. R.: .:: i l,.,
."o..
- s
. . w- q.n g = .,-
~ .o 2W. u: . -m. >m i :. :3 . n. :br-e .
c- g. u. 2 .
.t :gW 9 g- =i. -
<e i.,.n - '..-+o L .
s*,.c sn .> o -
t, i 4. . ... 2,.
x ,
.~. . ev 2 :::. .w, s~ ..
.it . o, .. : y. ,s, . ',. e, s Lw- . . , . ,_ . .
x . .... o
< <: o.: ;
.t,. . .z. :. .s .e.
.. . . . . , s .. i c.: .g.-r~s.o; d. < c , ,
t ~g .- . e .g , .
- t. . . . ..
q -- tc. ,
gg : s. := '. .i. 3 .o.., e, ; : ; ;
. . -. > .nps q. ,., .w ig,1 . ,, , s . e;s
%:3 . .. i . .e. ~. i . . ., . . , .
.=. ,, ;=.2..,.,.
3
. . .m
,- t ., c .
-u a . .: . s ,. s .-
. =. a., =<
. . n ,.~ .g . , .
,. s.x. :. .u.,.. .., ... ,- o .. . . s::n s o.
- s. , , e.,1.,
. . S y.... . .
<..s .,. 4 ., .
s t. 2 o . ..
o ; s =
L---_-.. a. . .
.._ i.........:2 o , o= -: : ~e.
o , -: . .
.e s = ,, =c, . g o g.;;,'g..;.;q.
.,. u.
g . . . . .. ..... .. . . . . . . .
.r O 03m
.p s ,l g a t . .. . . . . .
, , }I ,
o
- j. C.i}:;j,r g.
- s. ' *
. . ..I'. . .- , .: . .
, p _: - -
%,,. u_ .su .
~
L. -
)
r<
. y a *
..o .
._o wz. , .
l g< g..s o
- 3c en:: T - . . .
3 3
s, u . .. :: .T
. i
.. c.e 3, : 8 - : .
+
- 9 2 ..
.e.s,. 5 -
f2* a
.i e *
.. =. .:r. T a, t.t . ss .
- R . gy A ..
......... e . .a - . . l ... l. }
.t.
- a. .
. .w- o .:. > : _.: ._-- . o
,C T. .. --l t_n .o
. . .s . s
. . . :n. . =.a.a .
. ~ - <.s .. . . . ..
, . .a. a .,. ,., , :
s?
. :R*5 ;- -
, , 'i - .. . . . . . . . . . . ! r- .- . :::
_ 8
.,<>,, . - . . g ., .r ,
,I .e , ,
7
.I . ,. . .
...,. ., w .,, 4 -
-u..= ,O.
4 . .# .
. . l. o cr e . . .;3 e,e .
pg
- g. .
. a N I -
..3."* .s.
er 4 y h.
6
. rt . v e.
JB a, g g as
=> til ts.
s.
e
.r .*
,.4
. .e 6
l l
/l.wt .a. ,* a
.==
, . .l *r . f...J. aI 8 E n 3.,8 f=8 - -
- 2 i.4 -
ev .5 . - g.3 g -
- .~ .- .
- u. o e s
- ;. -e ,,g W. _. . :.zt b. .: ,- 'a 1 e.
r,
- .f%,i s.e.s v a
,/) %- yI
~= ; O ;$
...*5- .
.1 c:
i
. . . t4 5 g ,q
.. +
- s. .. .=.
i v.s p, 4 A ,3 i.-
ar.
.t _. .
- - .3 l
p.
. . 8 a .. 1 g -
. C._ y:C.,
N=N t
.s.
c,
- 4 . . ..~
~ -eay t:i: 1.=.
2 *. *
, . E6 7.-:s=;l::5 .: . . . . .
.sa 4 .......-[_.
- g; j , )* ~. .. -. *; - .5 - . ,b"Il f.f_ _ _f 3 ,
.~,
/ ~
, 3 ;- ql ss .j
- :- 'S
- f. ' ~ -
l e u.ls ._ !.
l s-. - : r,
- 9 - ;
e f - -
i,. . . . . ._ . .. ,
l . . . h._ . *-. . . . . - . .. -
a a#%)%.,, ,,. . .;
e *. *' ""'**
- i
< - , - E .
l " I c =-*
l
- ^%;"~' .
" T '=. %. a.
1
- . CJ 5
. . ** s. s.
. .cs .. 7. *
- v.- o = /
- . ~
a
- 1 . .
.
- s ..
..; y :
1
._. ~.. .- ,
..s
?p.J y .'
.<-4.s. + .+ e .: -.c:.=.yv~.
~
1 .. r . . .
- f*
l ,. Q .***C O . f.
. \ .
s .a ,
=. 0 9-
- iu i< i r,,'
'* Ie i e6 t..
ou i si,,,i,,,T.,,,,, ., , j j ; p,y }.y j # l 4 -l l- - v4 g l l ..g'..
' ,' ,' , '-u' lmg.,e j ;'- f.l a i i i ,ie, s...ii,, .
.O i I 06eM! l >' %
- I
> +' .:# ,t i,l i61 " '* !
!( : ) I i 3yE *<1 .- .'
t I m' . s ig , , . . i , ,, , ,, , ,,,,,
i i i i
, ,,tm y ::;',
.. s. , ,e - ,w
. . . f.. ,
O 5 I
i !' l l a..
.. g m4 3 9,:"]. ,li E. -
- m. . - ,.y.
s l 3 ;r< ,. W. I
= Wp li Mr'y2, c:
.~
l' l l 9.:a-a g '
esn ', f d y +ci- u
_.:ie.: . -R .c a 5y q m se,
})A,
.. ._ ,2- ; '
'5 'M
,J e, . 2 - it: 0 t-g p,ilN '.
k ,=
c- o l
- e. . r-w <ss a
s a
o -
cc 6,, o s . s
-@e P' .= : <d 25 c Y
~ ; e s
t -
l ,"
cz:'._;@h, . .
5 r.; E' m
.7 u., &
1
- f b". s - - 7,% %
d ta M)Q a i
. <cewS E9 e U
= 5 n a L:
e3 =!
I9 h,
= c, c m.
u N ng p C, - s -
.S c. oc => o: =8 m
o g* z<
.c -
o c c.
e _
a s
s
- r 2 ,- ,,
a w, e.3 '
g, ,e n 23 E n
Mu p ,2 3 : -
7' 4 u i._.l c4 e:c
= $_J e" e s e s = .
.b. _3 w os o w a w <
.r-hr, W 3 s wl'y g '
O 43 c M
"' a
- . I..: u m e. . - ..,
L.- m lF o
. ,r m % -
=
q,-
-. - - : 2.
c- s n P,-
- 4 =
_12s - e o e .G w 2 . ;3 . e L: . - =
U " < s ..
>r.' - -< _ .
C. - c= = p .c r% - - C o r -
- - =-a ss .I l O- --
cL s c:
e ,
s +~. a e --u .-
e =
m-~ t B-
,.c s c.~e Wc e 2. . +. w c e, r., .
e o u
n p% 9 @? Ct w = c g '
53 '2 e 5.- .: i -
a w- '
.n- .
8 .; 9 g e- ci E
d
" -l - ~c i U $
- -j$l $
E d '.'.
nE N5 eo S )' N e w2 2 w=
J '2 :5 !;$ < v,.
> >. 3- n
- l['l w e l
n e.: ?, g us q zo - l tI. ]',* B.' c;,a.r.ph 4,
5
- s. -
':2 5 ;
4 <,
t .d;.
p.-
uM w =>
eo 4['s I a
~ .' o z_ m:
.. c e r.' in j, J .e
<I:- et. ft-o
- ec <u
.e h.<k..i g 2 -s %' .;f c- e _
.".1 I
= c c: eo .x-- o e O <- = s*' ****g- =Dr :: l e :>, 8
- 6. = =i '
L'. .::;
4c l =J g < -
y = c -g tit 5
~
"l: :f.5 Q, . 0 'J *- < 0,. -
, E%lEL E% $ }-
<=
F- E b e' 4 5a %f l
. :e . r c,f .N m w . u )
e 'v- C t ~e ?
3t uws &
, t ..
c-3, e ,r a w >:
k3 , EE E - "{l" #
. n}2,o.) (,3 b ,
-t. : td 1
- .o,g. . .3 -
.. . v, .- ,
3 s,i .,
-0'c ~-
h t O -, '-
l ll1* 'kOj"i * . M_., : ! E{
3
-T,~- .
o " ".l ,
e o(1 Me(.)li vt(f w K. . w a s.
.T p
~
o .G w ':tj "g
Y
)/GN f k hd n'- >h ! # T, O w
- 5 T -: .m ..
u - >. ;;
o
' N go _
e .
y, f .
..:<-. l . g h -
o f
.________aR rh o e
FJ O
sog
' ,e .
_r
) k'
=o 1.1. ,. ' J, .l
- L I i t- O
. :- - v e .c- l
~ .j '
. 'n. *. y*.in , .
N ,,
,s . e ;
Li j - I p o '
. IL L:
, Ol 9, ~l l .i E e 9 ~O e c-1 l
--d.l (i h-o.
i.
ec o cl gri c:
.o m
llu f g.
i
. v o e is .4. c a .e o ,1 e u-
- i. ,
N tf ljl. 3l '}'!
' I
$ ch g CNDm'.5 u$i.: 4 *j I to, t
+. '-* > - .
.W l
, .j, "., P p8;
- 7 '
jl Q < i n
4 cc ee*
,, e4 kt
,gl <
- w. .
1.i Q
[
~
H Uc S.$ ,e = oT Y O ** I at
.I (q ., irl > g pF - ~~
S.
6~
(
- f E.
r Ou ( ,' (\J Q &u o3.$
/~'i o,E,c: :; Ci r-3 5
c:<.
e i i
-~
" . , k*.D A so I
. e os cf u S c ,0 tin N <5:
c L:' - 6
! IP 8J b
,c . o u
TI k I.
t0 2 #e i g W l' e l.__ / $t'-' y"" Q g $'"i -
0, ;3
'(
aJ t Q_ o , ,
r;
. s.'y - - -= -: i J ('r;;-c 10l l
- b. 4 9 :- tgu : . ..
.. .i. .-an . se - t 0 ade sor 8 g $ .,
~ ~ = g %
gf
, t-s Oc n <H u. t= 8 s .,
i
.L h psU E G.
~m to ,
- gc
,*
- 9 y >- ~.<e G C Go *" ,,,
es e
d 5, c.-
o r
,,Cs a
, I . a &; . e
1E I;
" ' ' ./.E
- c. 0 ga :. , j 60 3 l I.id'
' - /
35 3on s'20 W 8 .,s
.g, 4 y
_a t, c.
- An i
l 31;
- ' v.
W ' c-g' ,
_ o - uM e4- c. P s
~
. r J, o <
0 x, e o.:s .
mv.
d
./ -
Ml--
N 9,q kb G ~ 50
- \,I - h) h 5 "[o $N _j 5 $
2 8 <. =2 u Q$ $ $i hlv. @. '34 '
O *ca-j u,y 6 6 c; uU 80 s El
-X 0
-9I.,w fv M_gg -
M , ;. g,
?
a
~,4 13;85 5 d$ E - 8
- e 2 * ;iLU T I' s J 0.
t' o c.'8r.) ,o. % . ~i :.t = : 0,,
- ,-i :.
e p ... 1 G'2 ep 02 (3 <<< x
.. n e ,:
-w -
=r 6
c-? .,e*
' p.
C2 5
- 3 t 1*i,CCN 0 -
g, ~4g f') gA p i Y)
'o O ;;E
- 2 :s.: '
%e O p., '
76 en L at:A' 2(gC.)
F ()Yo
=
0-E(s t - l l .l L
- _; s,.
=8 o
~) =6 '2 ~
'J N
'.co f -
y( . )})b l, E h g g =<
W j o -m
.. .tat-l4
/ i L u t, ga w 2 u
- c. d' -
- r. % 3e to gT Z-IS i
sj 2 *
D3g f' c. '
.. o w e I ;..eb .u t-p Lu4 o. u
- _s s *- ;w rp -
0 V ww e o c --1 a w
~ qJ -aa
_ _ . .y ,=__ gj / 6 gt} y, I g a g q"Q:EEj
.1 p5 = a~ 15 9%.zuh
~
~ -
, e e .
3 f p', ,
l m .. , } .* Y 10 5
- , , 50 4JFisj 3 l z$$Q :
. b6p c)
....) '
3
.J ,
0lf _..
=,
a- uf V t0 0. '\[k
. , ?-
.G d' "
'.' @ =_, 'l_
x $
-.3
.ho ,.o ' tJ
~ .s'T j -l e 2 .3 d+5 i
W. .
--. tr
?,V -
/\ J ]
a' m - lal:=ls "j ~l r-
-.T 0v*
o e e
=
,2' g,,, 7 it wp n .T. O. J ,
t- a.
s o se &-
,x s;~ **
r g
. 3 eg:5 < 54 2-44 .
e %
W
- s ~{
. . D. o - u n s .
c
(, -
ga
- .. ~ <
. - r=: %~ (.
.; :r - ., . .
.- ,.- . ;, . : . .-=..
- - .- p s
~... . .. .. ,.,-..
.v ...
~~
- ot c
. ., .} ^ .-- ?g,*' '
~ ' ' ' ' ' '
. Gg
.r. . . . . . .
- 2 .'; e .
.-. 9 . ; ,, .
1
'?.*.
G .-
n :. . .s
. .-- .. wi c-eg
. , w 9 .. -c o ; .u , - .,
,. . . - - - - - - =
J. ,; :. - ._I.
t r. : a;. ;; . . . . .
s:f .
3..,.-~.. . . , ' . . i s .
5 -:-
,. j
.1
- '* g,
._ y p gm .
ca 80 -*
- E .4 -
, ,- -. * . , . .> ?
3 ~:'.; :'- ; -i t .-y p,.a. ; - - . . :9. : -. ..,.;,...,,. E $, .
- o s:
..-w . e . . .. - * ' . . . . . _ w ,s . .
.;-Q ".,. ..-
O e
i
- , . f.; ... . .
e,-
O
. 5. 3, , .
~. . - - -
g8-g %
g
- > a =
o 3 o a
+ o
~
u U.
@* aE HiG l=
4
- - ..e g c
- O
, s.
. == s .e .
W 0 e-o o
s 8
-- E L
e O.
T 3:
- S g .. y ,m d
=
's. .
e if e -
1 , gp .o o
i *
. gO a .t
. Ts t. f r
x ii ii i i i iiii,.iiiii . .i
,ll 4
1isi
,- 1 4 m e i, it ee i
i#- iiieriiseliii i llieieisit ia si i iiii62 it
....if2 n! l i l $;
g l
lj gj fr .i...i. _is. .e ii ..,e i i i! t ie i tsi g:olgll l ! l i is .a ; i tilt til IIllu tll! alii! il i Wi ! l cs
. :54d(;; 7. Hi itiei su
- s. 1 m .3 1]
sui .. . .a ,6 i os it i ! i r
-. w er s ,-
'( k,'
y 2 .v
= g" n , .,
s
( y'<l t N v %l cs c-A $
y <= s g.
$ $M z K N' ,
s
%'H I l l 5
5 N f(N YD 8 u t'$
3 hh 2.'.49 om
.Sco 3 1 s.N NM.J l 3 o. -
e o w fo i_.
"'c:eo ' ',
~
!:: 8 s ;
N = m e 5 c:_
P-Yhs 5, -:
_2 W[+
2 - -
9dA ~ '.- 9 -
S r! U t S o = o o S w 3 tw :, ;
I: .".,
(S %' .
- * = m o e r -
_;.c . . c i
ps--- . 23
.e;- w .,
w c- .;pk._ .= i
- i. .c ._,
x r_ o r o o ,c me :el
= f .
w u. :. c <. . - o e ;
a _O e- .:p {
- C O s.
.% ~
e
= >
o x f...- :
I*I C m e.
C m :)
u s w e, u : s : 6.
y m c, c
: .
4 c -
o.- c
= c _i
==.w..' =w% 2 < u.
- o. . = an ,
, u a o - w 5 3- M3*S -
'):i
- c. 2
- 2 : gd v N
a.2 m = c e
.f}t e .: ao ou j = r. - o E ;i - Je Q" 5 tFi i 5 5 s @yl l g r a n c> "o .
m w
- c. .1 =u c
e~
=
.c =,
.. e =,
c (.,l.~l,. .
e m.
l c- ' "' E ; 0 c' e-~ c = E ll( e 5 e .t.. Q,7ii ="l1
.M S. c a c.
c
~
m 5
" Sid o
= Dd a-m
'.*i:b $- - 5 w = w" m
- - - - o t3 c
I . .I ev = 6.- - x -
- c. p g,$
o Jo o o.
< cem e c -
"r f -: o 2 s Sg
$ n
~
n 4 . 3:f ,'.-e.5
- 7. -
an h: 1 N o ! E' 5a w9 A.lM D(
_ <_ 'q fcu "..E s
o
- ~
o :. ,. s
-e-
- s. s ,
=
s
~
qw :.n 7- - x -
w a- - w= 2 >. s jg
.:- m c -} u i: sc
.c. r :
--2 : - -
=c z,. a a- .W
=. _r- s w - ~ , < .: .: ... s c. e o.
9 *. m _ _ . -
C t= 25 ,,, d
' o I ya
'w l
= i,. ch o E ., Pci-
.: 5 t 3 .' % -~- .
Gl l-.
5 u 4 s c.5 je < % u, n c- e~ 3: e, de.'
u ', :i;$
c.: ca 5 o _. g a
e .
1,, 0= =- c =
_. ;11:' s
.: '~-T :
. c .c, r a = =s3 g
, c:
w -
p;6 ;,o;i t-c (, o .ir I
i
- ) L-: n.w.' ocic .. c.
Ic .r.: c.~: _:~ c =wc c e. = 2 =
,c,,. , ,_
h g- g e l' ,i .s.
t
.3 , , <e r . - =x .u. =e.- 4 e ad jv ut e s c w o e O : =:5 r :: s f- w. c y Iw"' 2 q ..
- M- up.=-qu = -_: .:~ z.
=r.W: 9 -c o -
-g a P',ayw .
- e -
d-=es I. ,- - o u.
~, 84
~
o .-> m_.) b.-_)s= ) ww
- c. , g es E >- :.J o - N M T d to 3- .N . o=
di ~
'35 [--Mh 23 b *igj
~p . p .:
~
.-a
- ;-! 9j
= 0' j G.
3g ')
H d o
.vir =uND P,1
. r fo J 3 e s- ipr * '
-e. 0- .
-N yo .d. -
5 y yO l/ N c= . . . - -[" r r-m
=
4 =o r:-
t 0 ; ..F,o:o o, t._ = a i g u-
.i d -A- e.-g c. .
(f ia :; i o ;e go w 4 l* . . ._ 4, s ~
.. o -.
c .=
. # s x*= o .y
- v. @
. q o o
"i
- . c.
m4 r
. r,e l' r e o < -
cw . T. h
.;- -e ,
. [' oa L- Oo' ,
mO :
O
- ., g e m
.- .. i
._c . _ ,_... . ; ; c. = p p g
- .. [ 2 g :: %
'.r g. '
c . ,, q) \._ &$o e
~ _ - %.; , f) 2 ....... -
- , Y". .' .- ,, q, ,
C- ,
& oA
,-l Fn. e -o Q- go
, , - - - . . ~g .u U
f? %
9, .. ec
- op 0 4- &':
- E; '
l f_ g ? q b e, - g c m
f'
< o D L M' 3 e
}
j F fg l '5 t E
l
- ce
I O@@d i j _p ',
._ f .Il
.a
<-F
! 4-e j d'leE
- N A
i a{
.J ,ll
'E
. .55% 4 t I. . o o . %- :.
< K.
a- = .
i ~- '
i-9 l d
t-i4 5 u +'e -
r g gig E :. =- E(
n= ]
i
% - . e c. -
4 7f dg M ,
i,t. - , ,$p10 5=>Pa c2 88C
- "i,
\ g; s <
l bl,Y N [h L -
5
' $$55 $$$g 2 !. Yu '
l\ 0]
' * ' ' " ~
/2 e 'e S 0.
( $.4o =3
- = c ro @ ml 3w-@3 d w,9 y s.
w vo c-r
- geg s. e
- =;
mi. O _^ .;2 S a- 8 .' i .;
. j, y g<.wq== a n -- a o. =:
c.
.J sr- O a -
el.
[,) ,= 8, NO P*I .
- 3 f(- ,
ac '
c.
3
- - c l *?
I 2.
%u __. .
.- -- .. nCn !/ 1033
. .rg g q;p
, , 2 j- - ;,,, ,. c. cf. e-
/
-l---JA- / p wq,
- ITEM ,
' N5 ' C NO. MATERIALS -
~
, n 'OPER AT10N$ afn p e'm _UA
- - L ca:1,n n _
~
h-- N #/ #
a tdddur Sect lnn A-A. T U.-3]l_ . .
' y: A 515_ f:R , f. % e.r *: A - 1(-)
$s\ ' DLIL t. 25 *
(1) 'kfG" Notr", -~~~~~
-l? .
< 2 S E* III- # I S ' Y *'M * * * " d'I Y. -
I J,.* * ,
F. S/b" 0.fi g ipe, eni t cn s t r e t . u-4 * -8 3/4a
__1
...p k 1.n sit
- 3 0R 3 0 Stnp crnter an.1 velet to item (), a))
shk.NN_.d M.~O ' #
/
i t..il t a anel a t ts Im in acenrJ.ince uitle All-14'JS and ~
.}t ,
/ IE* 3 p
h -; } *
,[ j- S E ISHic AS';t.Hitt.Y S KETCil _ f. F.itOllti ERIttC
/
6T- $. g<- , cE hintzig.e i. tac .g._,
\)
i
, .. ' ' g, sO i 1 Fs. : #6"-20nc-s-liin '~
b % '
~~
~ I ,, - t,,ATr.Id AL 10 plJ rah.n.u % s.ucun!M1;cs . - - -
?
W I TlI"5TAliDAHD di't,U l rA L A A A U44 t i, - 'a s .
' g
.? ,
%.%-- y- .,
Conctet ' ^
',N,'~.
WW ,
..; , ; .. . t y oriaen.s ge,i,' (s
- i _ _
~
y
,._ . , , , , . . v. c - '
3 M.- CE E.V . .I.o!L. T C_O 7 'd'_
- d. D k \
., ; r ; . b
{ -
l s
\
-b .
- c s
.~
f -
M.?
1, Ra acr_0M-FABWCAIl0N- --
im - - -
t-
,,. ,, e bud,i ni Vill
, n e g gifmi m " 5i q6:glgg i-
, . . . . PIPE ISO.. H -G34 - SHT 8 -(G)-0 ,
- ; ' C. ,
DATA POIKT 22.7 - - - _ .
PIPE L'AT'L. _ SA lo G GR.s Approvod Dys' F- >
. f INSUL'._l]_h" ARF.A_ 3 M d'-M - ---
l Lato. -
b k OUAN S FOR MATERI ALS AND OPEIRATIONS SEE SKETCH NO.
t L1 tolerances in accordanco'
'f-
'- l-N I
@g ITT GRINNELL CONDITIONS Fx 5'-rod " g* g, PIPE HANGER DIVISION
.th QCP l?.A001 U.H.O. >
>Y g DESIGN - - - -
tb. Precoduro la Fil-201-tJ 3 .
1i,, p l .
_R E F. DRAWING NUMBER!S L1 prcducto donirgnnd in '
s
.o. \
PIPE : _ IA 6?- (Q)-0
^ $7l,', ." f W- -----
/k'([)
dordanao svith l:Pl.Plio No.1 .
' [.- M"J
', v (t
STEEL: J;-Fo3 -19.1-2 H.V.A.C.:
ELECT: EMEllGENCY gi ,------
9 0
q FAULlED --- - - - -
HEV. DAT E,
,Q g['({ g DICSCRIPTION l CUSTOMER COM;l g A,.
mX tocArion ti.Ad.g O ,f,pg t'O. %s e,cli
--- ,p a l0RDER OR CONT. In r =-- . _ _ . ._:.----
3 c.
i I A y:, $.
s g ntiscosit .a n,,,u p
_1- 1 .} . .l} _ T -SF 1502 tmp c:'NAME U l lH>l ifeld no. t Proceduro_ Exam. Prm ca'l, ;
THIRD PARTY INSPECTI CODE CLASS : A5l4F' b* Of 1 pr. Q.'. ^/A8 A'c il 4/ I Eg'n, ,. g
'rW'i$. 7,*'."."y
. j}__, , 3_ _el..
"1 id s e( 1 ~R~ m. . . i a ,,t . 3 i.,
- m. ; . -
,, i[fi-Qi 3
. a jf I
y J J. M
, s
\. )-- [ [',- - _ : --=- -
e ._ .s, 4t
=.
- '~ [ __
_ : - - - act T
^
jn,In . G 1. n u._ ; -
i .
, __~ ~ E _ e h, }
- 1" -
. E 9 - -
r
.- :r 1. ,s 4 -
H me_ -
P
' S 1 ,-
_ ", 1,r, b,M
- r. _
.\ '~- IF n I
g l i.
P - , ,
g Tc n i . .. i _,gd' -
I
- r . .
d)} - - - - H ~
ir
. O e
- s. 3 .
S
]W lt _
n
._.aCh
,..i. ,.
- T .i h0 , '
i s [
- r
, ., g,
'.q I
- - =
- d. e r
- f r
n Wzu;:.[/ .-
_ i'
~
- I~ ------ - - -
U f'
a r --
- . - rr t
f t
t,3T
'f ..
e I nt t
g l
(, / /. '
l t oR u _t qIP r dPa s l
t
- l. lC e
W nn 1 j D
) .,
11 f 1
e !
I- s. .
", m.Al' EP r
I, E r g K I I
'l e
1=
t 5
f m b
- S m C' d C R
T L
i C i r .
lI!
n_ 9 - .
i t o I U a
,'n'9 S
/S
,[ rt 0
f 1
O' i
l'.
r n
a r
4 h
ti-
. E E
N o
c E
D T WA F u c.
s c-X O
n e.,
1 u
f.
31 f 1 t
- c. n.e -
r-S M 0
n t a ax
/-
I T s i
M l
s
- t mti '- S N
l i <
- o Mo A i 1 o ,n -
P i O s
. i-r s m s ([. u I
- i R e r I - R A; i i T
E :
.L I u r -G, - _ -- ' ii -
A C
- w. '^
i P C t
" C tiA f
td T ')
T, R 3 'd r-m m f1 u P
1 3
E 't r
o R
C TC.
C t ^ .
a r lC lV. s 3
T L. st D i_ .
CA t . .
19
.a r a. F 3
t t
sr n 1
t l.
6 I
4 h
e n
t.
t n
P K
- t, N L-I 8 r,g 3 D
N li EvD i 1/
N U
E LV EH ye , 'r.
,4 i,
J c
- c. .
A t' 1 9 O S n t(;i l
h <..W A N A t t
~m G I -
p g m,.f.hrz
, t e-R E t i
.- ., s f sA - . y S
HRE N sIt .
e-t .
B li le*6 I . .
I 8: T Tu IG W M b -.-
i T L r
n nM n 4
- l. 2 - d R N A y__ r.
U. e m t,.nn n I' a
s o
c n E. - au k- iW u e
v AI R GA R a
@ }2',
n Dl f N e ,
2wM,Cr - n- H O f.
ti h . h i t S I g o s E '
y em L,.'o t
L n K r o 3 c
- f. .M s.t
- n.
s T T E i
r 1.
p w1 N 1
N A1
,-- pt p a A TP F
E M
2 2
,. r,.S y"1gf
. i i.
sP f D s_ f,m_1 P
1 -
1 I F I
R .
- M t_ E Y.
. I
/'
O R
- L T
A D
3 1
,. Mf i I' Y
- F t
EO- 'r EE
_7,,
TN I /. f .
6 1PE P S T L R
V o t 2 3 4 S- >
,c n 1.A o u g
n6I K ' j 1d h a t 1 t - - l
< l i 1 8 1 c
t 0 1 1 7
de w .
@ ., 7 A WrO ~--
ec i0. l 1
u 2 A a11F - u E f
1 (f* h (p n.'N l
l - l
'T nUal I= 7 A . .
O 'T i
qW n.
t .
- h. o n
[A
- :1 r
( IT e-
. . . :0o o i t .,_ _ . .
]- t i
S, _,'.$ ' , k , ,'; e.n2o 0Aur o TL . -f ; a e E
'c a.;I o P
. . ' o#c ' 7
, t
. T," t CW S
lC r
't h r c oPo oQP a
n 2
O I T S O A I P l' T
G g
, N I
Y S o E A E U 4 Y ,
cr P T P 0 T S ltb
. w AR A
.d 8 1
\ 3 li a ea I A I 1
.~ 'I
' .* F AwT nP FD P1 " P L gy5,t C T .
) ) y<
& .g ro 1 2 4
2 O E l
R D
- ~,' . * * ' ,#'
l O
i
.^ .
g T C
.. ,- i o
g --}
' . E ' Q,.
- a. r pI ' ,,'i
u r o
- d. i '
I } ".-
m o
c c
e s Pr
,' ~
=. -
/.
.p -- : :-
i';,'1
-. r s.
E 0y,,D
' . r
' .A-
- s. ne
[-
-= ' .
, } :
y r. c -
p, ~
- j
,. * * - g# l o
- r.: - .
r
[ .
i ss
. p r)s t
i o ,.
~ [
i s o u
c nr r. 'f . c o['
o ic di-i
- t. .-
. ?. %, i. r i c g v ((- yv a f .,s '
' i P
a Lm nS n g p s
M g, /
- o. t e
on i k ws g/ r l
t yt ,en t ;
/
ns ., a ,
oi r yo x ,ss ta i
l nr r. a.
oo l e
?-
ds li ( z. .
nx fia
(' [IW- .
[
m m HCR # 1088 s' ~ M '_
/ Page 11 of 1 _
i 4 *- l o 'Ve, 2 d. * -
~
fo',d . lAAT ERI ALS Q OPERAT10!1Sg . y tpo; CUAll SdlR
{. {f$
- k. g" ,
e rnnt, rrre prrrrAt ft entnis rim nr. _m ' ' ~~ ~ 7_
b 46 %'I .
-(7,,,f-
,,. T-- T--
.gr ,_ .grben sleet eine /ri< tnt 1 w . Ins-3r. nr ( A-/4- 5 ;-
<1 *
i 3 d.lM!.'5.1 '-'* - -w .r.:r- 33". ' ..'[
this R *.-w-Id i
h! N A.3cno/*T.
raca s y
,# .:.: E
" ~ c'- a v m'c ~ 'm"-" w \
s , . s . m . . .s ./ . . . . ,! '~. 6.'u~"' . =Fa -, '_
'u T.: .- z : . -.
W._T r nL
,n,,4.
-c4 %
~
'm w.a e m= ,
r \ AI -. .
q(a_.
c,3 * '. .. ev . A w%.s e,%n ?. 'r '.rs. % ) 1e V _3 _ _
,gcca-to , s. , Y ' < ; i_
. s . h e,m_ _.4= - -
.:.c. . -
-.4*
R1 1 t! / Pt- n ' - f' " fnnn. nf e t no f6
.- d f _ 2 __
,g,7.ff,-g
,, ,f7 ' .
,~. ,-;, . . .
.* QV 4" fi- n a m a.
t ra- 3 r.)
i,
\ g. '
8 n a t -m1 r- mindiv m ni en r. rna t nnari n,,
n.,e a1 a 1. v_n 1
' - ~
'% $os )c.l.a hs.L _,
p' p'M y, t--
. N /!i-gm73. g .
", rir o7 1/2-?rrn-10 tts FicLD N1wW
$KCtO .
T
\
- N AIERI AL_1Cd E.I'Al llIED_ULLCrn m nn e >
g
- [ *I -<
r .
- - w1 Tit svtriann ni'mitttarlpri rc.4er
(.,31 .f A n,ps,fgfy, o ( ...
s , .
- .s,. m _.., .
- . y ,/ ~ .
e,
%d ,'g'&,.\wa,u Y'
\
I.i p-iu g~i gN[.[!!
r - -s. .
L- .
.a t ,
, N x e ..,
r.hn_ctc "' zgp'
',.y ---- w y
~
/
mics . ..
- W. '' "'" - - - -
Ii ft , M#h,se.lf dc. b72'T I 'T U - -~~
'1')T11 tolerancon in accordanoo #
i "'hd, f i
' with QCP /P.A001 U.N.O. -
W, - U,.h N I - - --
c.,
p ..
17 '-
[4/ /&.
,r-( c ', 2) Fab. Procedtiro la fit-101-u-, ' '
- 3) All producto doolgned in -*
91 -
b 1
7 ;' - -
~
accordance with EPL Filo Io.1 1
".(. , ' .i
- r e
Bot.3
.d[L /' -
/7 .
Z{g
! App m oa dy: '/.r/ 74 L./E / 7 / c. A g COAN SHIP. p 2 g
Gard 1L A
- ~ ~ - - ~ - -
page
'- "' FOR MATERI ALS AllD OPERATIONS SEE S K E T CH il 0 .
_,,,,,_S HE ET_. 2,.,,,,
.'~
~ '
COnciTiOris Fx ry r ux ur n ITT GRINNELL r @ PIPE HAncER otvis10:1 DEstGN Serra PIra Iso.]/ /o /5/.9/G)-O .-b . ' W "u7[t't I'f['I - -
DATA POU;T 8@
RE F. ORAWlf!G NUMBERS-tuen0Ency tear: in.s :
PIPS EAT'L. A ararasu 4 y My ,
n F., . giPE,u.usses_o Etter, _
STEEL:t'l - 2 0MG) 'i H.V. A.C.* -
FAULTED INSUI.. / l . ,-
Q g y . (it AREA DESCRIPTION CUST01AER CONSUMr.'t i F0TT.R CO.
~'~ REV.t.N E 7
- - C'.~ N'D in y g 0 D JM OVF L(_1 OnDER On C0rfT. NO.P.O.1727.0.M-105
- ] , M ML7-)( .~f q:;' g e 13r.E J00 NAME yIDLA}ip 1 &'m~'--' 21 ca. MAT I i
FS 'M: 6if fWeA3 i
i 7,g lf RP
- .NM._LG
=~~d.'M'"' ". - C.;-lh"r" N '7.- l'.e nt o s- >
g NSPECTIO!l in E$ 2,_i.b2 7.ti. or s r,i .vt., sw pre vivie, fd'
- g. se p satu ,: . TillRD PARTY .
4 aryn , sis.ca SKETCH no. /'- 4-o 1 cl - l'6
's g. og.g gg /M; t/u/ /,2 /s
}.Arroceduro h CODE CLASS :_ ME 'IU.0 2.
3 nr.v. ,/_ <
' us 1:o . v.ou procoJuro g.it r> re Gcs ag %% ese. m rt srce antWT I _ OF _
- t. L s
< _ il , A
....~-. ._
. . .. ... . . . . . . . JC
c g
l'llll
.l.;l:iiieii t:
II l
' ' W 1
r,' '
ci dy
. l ?
, ci W
/-t I c:
E' i'a
.Q Sq
.07
.o E': '#=M. ! i
..: c p cc i- ij I . >.I l l A'7l e lW i
>/ E o >,
=2
- r. .:
953,9; %l A, (, - , . = ,
t
\s, -' I.L)'.s -- u.
o
= -c
.r
- 3. L.. lt -
~
bj '
tI' l q .
'4 ciF-
. 7 -
a g
- s c g.
O2 :Er!:'
j i
o [- -e =a'y:
_._.i
- s <.2 O
u B
< s F e ,u .d
() s ,
a
- d _
O u
- c
- r'
.r h, 5 *
' a
~
C
, C] y- b Ed7 e D G 5 :i t:et c' %:i .x
.s -
- c :- . -
s l o.
na .C:
3 (q Nh ;,
j $ ' $ 5 e W&
~
- 5. . - - - I$ bU (EU = t w's M z 5 Pa .hl.
o .
- (-e .- ~
's i 4 o c..:. 4:t k.s-e.,
O
- *- a / d m
- $ 0 Y- T v 5 Q u. :
Wg'.
e
= = -'~
- 3. T *3 -
P ;*
VO 5 3
~1 "i I ; E 'G4 L' 4 ' k, 9 ,
2 M' M .
.N3 E
o
.J 1
I c
I
. c I 4 :
-~.
- d. h.-
- C. ,
~,- }i
-; f.1<wc L,- N a
?t ted' o h e
.s * = c c do ,
2:'. = C ...., o
- -5 , y- 3
% .e 3' _ . .- <
. m,. :r q A x c
- o. ._! o 9:. so -
x*b M. .lT l*:
i
- 3.
. s. :.a g . p' - ,:
- _j i? 25 o "4 w <5 cc 2 ; ', .:
= -
- c -
ll1 i 4 o > D _s > .Y *
=
d 9 * *
.h I -
! J- si 3 .- l .1 9 2- 3 = w= * ..
'2 a:... ':l E ? F '7 o
~
z~ f *
~
- ~
p % *.. < b,r i5o :-i C 4.1 t.
x .E. ,c . - 1 s ca C f ' c'.'. su w s e . _u -.
< ,- c: ,._- '
c.l s% -
ja . L
.l 1 l' =I -s
.. 2 ..
yj r = . c cv e * ,- v i' ;; . < -
7 1 yo > el
'E j .
i:
.s 5 v
Syj8.:y.
- ir e
.h '4
- A i e s * ,
-.g o -
= O= < :c E
pg .-
"1I c. u U D#u o
, ., ,g i << d. _.s s. o - -
C .A-I Ap
- p L8
- ec .
d'- 'I h.
rag C.,. .c P, r. i - s:. s s g i .- a . s. :
.q: .' 'S $ -;t ;; ci .,4,- s:. <s r I-- . , .J< >-
% ~c U O~ a hlE # A N l'-- I. 7 J ",4_ f, O o
^ '
.lh )- I 5! $ -
o m
"~~ 2[ C u
.a1 y c! 4 ,;'
e
- . nt og , . .. _3 f u wo r=
' ' ww
- c. w $ M T g r,a3 0 - N
. M =
===r~-
g
.T.
r:
Q g
M 4b5' 1- o g.
-N
's, 2 9 ;. . _.;;r. 1-I
- 3 e pl ;
u o b.
w
- u. 7 ;* c. 1
- g-i g e, e c
},- -
rA ~6 E2 4 L
- g
- g s'
~
g s-f' H=
c m
$s1- 4j
< op .
~
. O &)V ,
a 4
o u Eo
.)
go .-
g =0 f r v
.a-cb .f u
%e
%.-b ~ - f M.%:. g]-
o u cu u
. n. -o 2, J 16 d
g-3 H E
. .J: u -
g.-
CJ e o E N o n & g a
'r " N
- 2
'4 E
o r e3
- 4 3o N '
& "c o% $ f., A $ 0 da a" o feed @ *
<l 1 N N Ms *E EN 5r g
E s.:
0 e
g
(- a.:.1
,1 : N Ed c
.c. D o ow -'
u
.I n d'"4 SN- O<,<I
- a ooMe a .
, o ; N vg g l .
l
- t o<uD C .oe I- 9 O 9 at N "t2 o o N g. .N M q -W
- m . O j
ha~!id am O
- 5-~ Sn g .( M P
'" .,.I
~.
n g.. <
[ I e -=*' a . a r4 .c *e.o nt2 r4 u >yJ y k L3 ,
i *
- t'71 r4 -e '3 DUO .. .< M .t. l___.__.__ *
.a
(
/- Me / acb8 F ,% Page 13...o' -%-
ITE!A f.'.ATERIALG a OPER ATIOlld{'tb 817 oA IIR A.
yort_ f) pV1 C% stoc oV sTt.t%.p.o sw gusu. 18 ATtow
- 0. H y., gp;pq '- ,'
~
- r. o' ,
h, h ^ A M ,
p iN$hMk[N_(d,i~i 9,((kn.,
__p3- u.i n, m ,,n _
1,-i r, or n-, h. -), Q o,,-
- .,\, _n n 7, An stin<n .-w .
..__.>_Q
_,,5 - r a n,,$ i 7 't . / t. . . P-9 3/4" tenet . (ca-r _7_2 e,l. . ' s y , ,$ .,. '
~
S.W.".14,'l h(i)_ [.'I n
rs.,, o o tt 1 i st / e . . r.
- _3 " _ r.nng ( r.A- M )
. et.u -
g(
- ,i _ r,,,
.=> -. _._
- najmjq_A, e t.1y nuA,-h r. rr.nin-aein. r'
,,- - ".}~
- - . _. ., r*h , .
t
-- - nuryn,;,t. Tne g 3A I -t '
tt,ri. 4 ra?tc.p-15-tit 4 ' _
kEt 5 . _ .,. _ i.JcoM s. __ _,
sj, co'-Uco- t3 y _ -_.
~ ---
l-
-Q iur.nm. w u,. rmm7rxccorgm _ _ _ _
y;f I g Q m ". . T./ _
7,73m.
['*
f*.x, Faitt M1TH ST A11li,4tIJ brthH ALAa AL'OC*d. ~
~~~
9 -2CCS.7f \- _ .A - :- -
s g _ ]
rt m'.3_" *~ ~
___ \
1 e 'fis I .
\ .
%TS n,a,r,. F2. Cn i , ,
emTs -- - --
w , __
- ) ), _ ___ .
f c.
-i..
_ . . ._ / . _ _ __ .
%ht __.e.-; _N.4.%vi m n.
_. l j r- d- Q. ,u _ :
i c,. 3,- ,
L
.u < ~i . i_
> ~ ~ ~ '
/.
D % _ _ _ . .
"fMN" !-944M.t?lpAfK)N -
I M uMt_M_AW M,TLID \
\
/ \ .. ...
/ \ - __ _ _
/ \ \ -- - -
kPE 2CO. HC.04 SH 6(Q)-o \pprovca 27f ld)_ uu
--hhJn h' U- r kTAPoll:p "r 1.0
'N OUA SHIR ' CI
. We -4.BC, . Dato tE ON2bl.as '.Qm _
__ SHEET , 0F ,
IPE ttAT* t. 5 A.3t'7. TV 30 4 **
FOR MATERI ALS A?ID OPEftATIOtlS-SEE SitETCll NO.
SI3UL. l 'It" J.RCA / '
co:lolTlotiS ' Fx F/ Fr I
!.t x f/y j
@ On ITT GRINNELL/ DESIGil \
G PlPE HANGEn OtVISIOil .
[Es All ttlerancer, in cecordanco '$ )p REF. DRAWillG NUMBERS \ ! **$th '\
i
'. I$
...k.. . .,'h, ,I,[,3 vith qce #2A001 U.11.0.
V I .
4 1 PlPE : M-M ?u. 9 ten o ELECT:
( F.HERGEllCY .. c. ..
Tab. Froceduro la Fil 101-N 3 *C 4y
{.
8 STEEL: c.ni ten -t II.V. A.C.t FAULT ED All prtducto desir.ned in ,,"'.
.} e3pp e m inire cri _
9, {_ REV. DATE yy- J'g Q- CQ- DESCRIPTIO!! CUSTOMER
. cc r}anco with EPl. illo No.1 ' ORDER OR CO;iT. f 40. p_n 87; gm 3 '+ x uer og g O i
%ht.
c<uz.
r.c o ci u
,. c.
i.sy,
?D c.4 n t n r. .m gD nAuE inne.rto g 9 g 3
- /,,g.e ///, p.Ango,fn.-J.r_cf,
_ - I SM _._._ _...
2 1.ths G % @i J f:~
l- THIRD PARTY INSPECTION 'b E.f '
Gfli_1.CH l0. ?.-W_1 M-7 7 ,
nr iso 2. u t: ?- 3 14"2. l.08 l.11 CODE CLASS : AcMr m . '>. SHEET CF t F_V. ?.
4 t
@.0P381dTo. Y old Pror.edure T. wt. troe.0 durn
.s ,. . .n '
e-
~
O -
e
w T-i-- i inteit teli t ti.i'i i ' i ' , ! , "', li, s i i i i. ii,iiii j , 'll'l'lll'l'I i i '
1
?> u.'bi M U!(y hi%
. ;T s u - t i iiisi i - i "l el g-i i , is 1
<n=
Lau : i, W '
mi
- ' -h,.' . , i n p-ii iiiiiiili iiit't
!'ii ,, ii ,i i i w e' .,
'd o = E t .e :- .e@ j A. '
5,
-, .: '; c.
Gc,. i- _lc, l
< u c:
i.
u 2.94,,,.
2--
t
-g
=:.tel
, 30 -
4 s M. .# -
o
+
2-g Q =. :- 6, al c . u.y
. i Wc' =. y, {J to :}. ' =
- n:, -
- ' ,9 o w 6 e < -
p?o i u' ,
e -- = ,.!
- 8. ci l m ; w~ . >- ) e e aI <g cx , t 1 ....
y i e
=u. u w
o w?'fld!
c -r -
1 3
-Poh e .
LL-e '
"5 e - t; o 9 5 " =d a c E =-.$
g,
- r. e c
o e
e -,s i .
s.. -- dr s._ w..
y r g
. =
g w r 3 e
w m u,o ,c(fi;w e
-ce e
.r s. .
- N C,
" DS~ . I E- 2- .-
- 5 d- c d
-.i ciW se e [ S T, d . i, C.I_) ' -
- e
. ,w o Z 0 %"
=
$ <u.
C w o D w
. La % -
t 1.P- e i
%.-i x'N H.- -
as ,c,c F S o T? j: ,W 5
/ = 5 Q_., e --
J o G i> --
%E
, 5 .
c Ms. E>
' l-q '
.B[
9 e = E s 5h m- x x e - .- < ,
- th. i cJ s - o :: <.
de : c
< &- g- b %
7 G L. ..
O jd ;'. "$ 3 n3 O A E } $ g 0 $ .$
ens 1 o ;;ty .
9 .s 5 2< ",._ d = 2L 1 w ;G --
- a. c o-c e e.N c.
s <c i
F-F 9
4
-,i 4 2
'L
. Ci
- 2. c 1 o J9 J 5 ed i
=>-
=
Qy w '.
'd.,
W>s =c w=*
o p
- fa o tgi x s M "{
i i : 3i =
M,p d =pl y 'a2 = d .= e -
- n < Se o e,h ;s p <7 -
E tqf Md M lli,1 {' ci !! '; ,
l i o 'w F g " -
Ed.'. ? '. !
I "h -
t W p.E S; a-tis 1-u u-
- b;s: h .r- tic 7= y t-- c. e e -
0 '. :,5 # dE: u 9a -
-E c e Ule .1 s .2
- ,l5 l -
e O
u.
- ..J u$ a Ww
- 6. na -
Sp i C j:t"mxd o - a n <
c- >
i . .
+ N- @ to g .,'
2 ,3 et W,@ w* NO g o .\
g p 4 9 = .
d ;.d Eo - -
i ;.g - . c g ,
eE li t'
- J-
%.d 10 2 oa .
3 . -p t s-(
g p (1 m
Q m =<
eob
- 9bg
. .. w. X Mo o g-
- s
- < / >
r $.
e<
s h d7tL M"
~
- c. d 3 3So - s,. - _. g '^ w/~\ a o u C
e m S d
Y.- j ~~ a f'. . [. g a gO g
6 3
. c k' O g eO O '
es F g
l J 49 d ed V
i ct .
9 cre u .
y c
. js
'a
'.s . mUNa o.,
eq a . s i.
I a
2 s -
, .> g. o
,, b . o o u go -
e o -
4
's -
15 f o g
.? , '.. l NI J__.d b -
i
_ __-y - ik'h\ilr wN vxfi r-ea r 3_, 3 scox 7,
o ,
ll \w< i ...
- n. o- e u oa -
c o
ao I rY i T 4 -3 o '
3 d'h
- f t
- -l
.,, cc - 6 6 3 d.s cema e
s +. e m p, e p s's "* s.3 o. e L3
- :D. o a<n ^ .,
w l 1 {t g* h 8"J d d si o G O ** -
~e , e e n o t o ,. ..
I -
b, O o
4
- n. ss CNC,'$o g o, iao C
5.
~~ \. '1
.,l c-1 ~,a. -v ouo s. -
- su s* i 1
I e H A*
s 2 .' g;3
-c 3 7,,, ue-4p.tB o>
s e,i gg t -
g
/(\
't - * ,,,,,
a: . <
W TM d' $j ba 4 sa ot S 22 em, F 4 k 3*-
s es "" o "
.~~<MIi
Q f- . MCr.dW . . i M$$gf.NONCONFORMANCE REPORT / ,NMpd[' . ~l .
./ -
@ idla h b b:h ' . hhhhff h h '
h.h. hhp., -
IYO. 1092 gg,jg],[
.yfyg,y .2. UNITIS) REVj 4. ITEM DESCRIPTIONJK % y. 9/Q t., F: V. 5. ITEM LOCATION - " . - ', . .
fgh Ccenil MU L - N/A
- 3. DRAWING /PART % NO.Fh,dp . df.N A ddCoderete'Sihd M.. I; x,dN F~' Batch Plant ?
,k[f'(
- I !*,. .O. O R fgf ; 7 g S 9pSOUFCE H. 3 r; ...;.s,,.
d.
o/2n8;' W .12t M{.qEN 2 . N/A ,q0i ', ,,g,i'REPL^C$
,PffGgfgg,Eygg/gSE,R MENT.PART NO.M gjg F. '. il.d%.~
StMeon}tracto.:@h rW M Ch'asspion, Inc/I10... 'CONTRACTOR d" l' ' s / SUPPLI g g,$
.- ,4 IM INSPECTION CRITERIAs ,,,.IRIdO-"MMAW* 13 12.' ASME AUTHORIZ,ED IO E D.. ;13.S' KETCH A ACHED 9
- 14. Discovered During 15. Equip Furnished Dy j l'I DWG $1SPEClf') OTHER . N,0 yM Q39 J. y .%S,P .
(,) YES * . NO gd 1 ) Rec's ( )Const (JQTest ( ) Client ( JEng (7]FLD J Sp'ecif"ic.. # a *- - - -
at ion :.0-108p'Tabl"e I:: r' equ" ires Ipotentini reactivity 24. DISPOSITION CONCURRENCE N
..i W 4,".*;.4;
. 16. NONCO. A. . ->. . .M; CONDITION:
N. FORM..ING
.v;.<j :p h
'" '" '*I"'
((.'.
tests of'agghgate per ASTM C-2893Nfdrided!avery:6.nonths N The semi-annual; Users '"P" M ' " ,i'-
h @h.6{ f TentNd48's'empled9/12/77reh6'r^ted}ihaditie'aggregatielthbe deleterious.6"Q"-fa .J'
~
]' ^
f.
Ltat No W 1.103e'i.205e 1.405 %dP1DOMt gir Hold (Tags App J
11ede (s4.) ;@y. . 9; Q7dd
] # ! W 'l- 3.%Q&Q51$ifWW HMQq @$ % .* R d iio - v ["~'"*""" .
.h i,iAMMM.e RSfsp$$$sRWaMGegynRR >@N $
jh [jQNY' Y h !ik h $I T t ?"*""".,"*'"*"""/"^
- N fh,"th~ N M h h M k $ $ N h N IT N $ h N ft h k'[ M d " *- '
4.' [ ^ " hk*
$hM. 17. .,
f REPORTED B .W T DATEdf81 % k 18 f/AllDATED BYf 6 i Ob h M .A .n. m SPOSIMN i S U L.T S g;, ;t .,
'(
p..n
"[ Al.[ .
[hh NG4 a temp.ypsr lhakk$i}{h,hyQDATE$$ pj ,
p 2 .1 g
hk
-ff yrg ,
+L a , :& ?
. h[
. : g.;
. . 3
[hIf; i.
y pay 21. ROUflNG.:mu&;)
'sar TO.
c -r >FIELD ENGINEEF)f.er4n(.{} TO OTHERS w..,(S,PECIFY) o; i a kW$J gHe h;' Mq' . %. a.. W. v' - .
3g p:hp y*_ <1 ~_*.: , : y)1, ...-
Y Pei c)'" p/.$.g22. ( ) F.ield.6wEngineering Disposition ( ) Field Engineerind Recornmended Disposition.to e:.t .+s.< Prbject Engineering
- .r w tW: M a ns%t m u ane,.:u u.a. W .m F '
c 4
' .-I s 6g
$ fMkf'W'U ' M, @ Mil.d%@,$M.rl hk
[ ' '.dcM. ;.d ,.
.W " X'ff.tj q y[ i i yrh % 1,&h.&d,Q W O 'l ,%&Q&.i{.Ql*$5&Qif&&$W13hg: $l@.% a.' f '.4 :.v ? K % i g kh m & si.Rysy%%M MWp ; :.. Smn%gn % gin g m o:.sanW9:.e kW
{ M. -N @ %[iW h $N q N W%ggi;${spg!ifiM@ . $@@ %B h W7
- Oty,
. ,h3 9 NME0$W N L k ' ' $$$U$iDiM$$$2.p@ %fMiMM51 h.{ 23. PROJEC{ ENGINEER, LNG DISPOSITIONg.ggg.gggg], ,');Vjg, f pggy }
'3 % W M i.7c J'
. ; gt.y."g. y. , , ,3 ,
'M,
.h.f,7 4. y j; , 3
. US S h 1;L ? $$fi&&R U' ;i.i $&&&$$h&'& ENS %)%b - A.0$[ k.S Y A .E$4.W'& W h?f EM@@HiMfW .4T-~~ 'SyLMWy;@@w qQe w;'m 9 e D Q K % M Ey- ygb f
g.y g %
- eW Wju l - T' 9@MPNBlB%iWM99Q@A%&rOF MiWXM h'N 3 WWMV WW M*
pg ,.a - t
.y. >
- g ; g g ,. g g 4 4 . . .y .g .
f.,
- N k . ,V 4.'$#$@Ly9%ie! O ' , U '" ,, e. - '
- 26. OC ACCEPTANCE ...,
hM - .k
g
..i.i4"' M '}
re -
EMMM$N@$1*i$M. eJMfn?n
- ggyg.@tW.ytw W. - .
, row.
. UYE.
m
.OC ENGINEER : , },fg, AU THOnlZED INSPECTO r@ DATE DATE 'Y i
- 2. ,
9 . .
0 .
1 . ' , .
o ._
e '
e n
e n .
o t
2 _
9 g _
o ._
._ - 8' 2_ ._ -
e e
- m. .
E - . ' i h G ._
A _ .
l 4
2
_ 9', .
I.
t a 9 4
_ - G 7 4 .
j
/7 _
l k
u, S
~
.e
/ , . b B
- e. -
e %
)
D .
N = e
'T .
N G
O C
(
T . _
W e n
e a
e e
s I
R _. s O
P E
R
. n
. a i
t o
- E F
E C
Q
=
E A
Q c
E
_ P F E
. P 6 .i l .
_. E -
h w N _
p -
h _ p R
M a
. / .
e p
O Q_n.
F .
o.
N . N O
C . r ._
N O f.o_
N d_ ,
_. s.
e_
4 a
- e. .
l.
e.
r y .
l.
.l
. a .
e
- n. .
o .
Di _ . . _
E t. .
Ul d.
f i . -=
T I
n.
o.
li c .
o C s 6 i _.. .
1
- l a.
j K.. .
- r. _
C e O t L. a O. M
_ \'
s O
.'~. , . .
,- .'eIf-f n '
i NONCONFORMANCE REPORT ioA.A. g.,
- 1. PROJECT ME JOB NO. f g 7. d t o. 20.
,,gg g/> NO. E- PAGE _j OF
- 2. UNIT (S) 3. DRAWING /PART NO. REV 4. ITEM DESCRIPTION 5. ITEM LOCATI N p 8 6p/fsM hiM heCKh6h bMT/WA'W5YW O////$//$A'S 6f '# e
h f$ f /$ll}j PlN ,
REV S E R N O. -- , ,g,ysjgz) , .y y- Q ,y
- 11. INSPECTION CRITERIA ' IRNO_ eV//# 12. ASME AUTHORIZED 13. SKETCH ATTACHED 14. Discovered During 15. Equip Furnished Dy
()DWG ( ) SPEC ( ) OTHER NO gggy%'o g /4 INSP 10 R E Q'D ( ) YES GkfNO MRec'0 ( )Const ( ) Test ( lC4 tnt (24 Eno ( IFLD
- 16. NONCONFORMING CONDITION: 24. DISPOSITION CONCURRENCE
~
M9'M.9 $f&&e/AD $4t/6 GMf2dA94dS ///kC////%
ds /*// $4 $N k h f) //C ff h/G W8W/s kOW /$At;* $//r/'* fA - ..
Pi4OJ ECT FIELD CNCIN CCil DATC
. UNrd/9/2 n/ fd W /r* Ah?h u4 W A= Wb_,yd d&C4'DS
_ .06 /v'of ds//nex*A/
b $s/ Q '
/0/$C/5/k 0 bW k.
" l //( 8 8 ll5 r bbVf Wl f
. -.PHOJ CCT ENGIN CCit DATC DATC s2s9c$ &ls'M4? ,
' PROJ CONSTil QC CN GIN CCR AUTatot441CD 8 NSPCCTort DATC 17 O T dBY DATE 18. VALIDATED BY DATE 25. ISPOSITION HCSLJLTS bs** '
>k }& **f'f
- 21. ROUTING: 04 TO[lELD ENGINEEIllNG ( ) 10 OTHERS (SPECIFY) (
22.() Field Engineering Disposition y F.old Engineering Recorn n to oj eg
$$ Y.S S n l 3 1 A Ma NO, LA,_ x2-e-7 7
% m 01% /,,
C
/
- 23. PROJECT ENGINEERING DISPOSITION o
2G. OC ACCEPTANCE OC ENGINEER DATE
~ ~
AU filOltlZ E D INSI'EC DATE'
i 4 . !!!.!
' " ' h %,
'J h pht!p*l$%{gp@4)!::'=
th !T <
d Olh d i ds*tsd% g s q ; #
7l.h<$D%'t akiw
@C u!
i it ud(i g
e a l A l E[ k '
1 t.ggd 4
- d d t R khM4 h
Men isi ecw e1 t .
. : : . s t
- i. g &gi .
~
- x. s .. .
l k~ ~
hN b 'f kl 5 ifu 3 g{gnitW.
, n ib: : t
- n .1 1 ;;. .. <m< t 1
- f dW_
! M Mk9& k*1Vi'Nb*N*h41kbkM 2
l N
y 'g x; w x ; wt M hbl% A % S. R x M d s
\ , N ; N 's. 'Q'N i N,XiNG l l l l i I ii
c N
e xw Rxat a % e t4 R i
4 c
T m
2 il ' 1v x t
N k h' ,.
8 i i ii i Pls 1
! I1 h; ; 1 i ; i e t t t t i dh '2
\ '; (
jfe'h03 3 9 p4" Y @
g Q{u <
9
)A w!
t ;i i > !
y a
- 8 !m h p k g k
. . m , ,
e, m h, ,.
j sf,EJ,i,tN L' t! '. ( : <.:
9 Y h' t
% l$;'
s 1 1 = u 3 , 1 1 , p ,1; k
- h t s. s m 4 ; 19 8;-
% %\4\t\ 't\ !!\
'\ % A%%\ 's\
s...
j I i
l' j
i
-.wl l 1 i
=l - I -= j I' i j. 4. .;
E4 ij, h
4
.' o o .-
.s .l Q ;MM> l C
-3 5.i
.% l -
n -
3 'g -f.; kvn 1
- .=,!
o, b $, .hx~Nc; , N h. <k 3Y 4 b h ! *-- h'
.- w .
d c sq f o t , e. -4j ,. e S< 1. : a 1. E. m. ;..: - u 1..
,I o.
lb 4 ,
3 -
l O ~
o c.
d N D h i 2'7i ' t -
ja gI N DN2 ;2 3 2)l l l
'$ % g' '4 ' ! .:-
4
- 1) -
N - '-
z - % X*. w< 9 O 1pa , C] c,J + - .e m,, i :
i'.d c:a 'O< " : c 2.
a r y -. , v a -
0 C, v <a d" l
~
g < ui7.c.)m @ :I ;t e.a E e's ., !
- =:.=.a,A
- ?-
y v 8 JN5 g dtc og .,.s. . .Jy : -: xj1 -imG!:y?~_j -
i 9 :. .q,
.% F, .a . -.i b :
- 5 -r e :s '@i e %
dCE' ::-
M MI2 c.o-o 'P "-. F fE g o q% g-$ 4.n 4 b- 4.:57 S /'..,S"-.-i-I
- u. ' '3 l ; I i : C.3 s l~ cc: da l <r q :i- +
O I .
i , , ,
g.i i .,
2 u.4 i o,
I --
F
.s .s
[,
>.a 8 9 l N;I' :
p'.3 e 0 % r; *,) n ; ,e;J
- l o
f .5- c - 3 t ' Ila q >~ 3 ;
y,. y v a-c <,al - 51 e 7 -'d:
7g i .
N 91 7 4 -J -
--r CGi-q C C --3 -
i
- . 1 l ' ,'- 7 'G 0 q 9 5 c. a* ! f I cc I .; G 'yt $ <p! 9 4 4 4 5 : i '1 s ai
- I $
t
- j -d de 9 B"VO f 3 d3eeo2 8h3ea< 0 3
e i e <s 7 ,g ;
8 Q i.dl ! S s cj 9 "93 . cJ l ,i ,y . g g=q , t i : : m i _
, - - . ::i -_2,e :. = %_ ri.
J -3 o d oo.c<t:.. -3
--~
= :: !
6.2:e si e c62 < m ,ca"l: C'
!v-
. 4 q .-:,-e i
o -
o 2, r --
=.
- e
- ~l i
h- k l-5
$fh &'Ql
's. i k E k hl[- .
g My i S i'42 <9 M D i i -
r l
(4 ;
m er :n q .
- a d d __
t a y, r w s c- &: ,
+
-! . ! q v =:
i !
i u i 1 l ! I 'I :
z I , ! l . e
< i
' i s i i
I e : :
O ,' !
u.
z
- M O - l O ! M G I z i2~ % -
- r. d!
- m, 'O u , e l' m' l O ~ "
a z u~
-4 % <- '-
4' - . ~~
t n
? m- o-m 4 c :
-l, m
C')~d i is 2oq o o- . : , - = :.
- 1 S.
I
. :. /.
h.;e g
- -~
' " 4' '
,cl . S,, 6 # W Oi
\
.a ,
- i ,a
.l Q' 3.s . .c. o ,
-s e'-
l e]t q- U cs . CT fN .,
I\ l I I . t k * '
i j : .
l'
- i -
o ! i <
b o-i :
C
- u . :
u . ;
- i w s N ' 7 .
N h .C ',. r0 ec c % g.,,
[
k, C
I A z'OZ --
)m I .d<< .
y e :::. . .
.l ef
. ). ! .,
t N'O ,
".' h ci : e b,1 .)
- '2 'O : :
- : = --
= y Ir$.dl , ; s ;.
E ,
y c 'i' - . . .
u:;
.c e ec e o o e .c - %. , m w. :-
tJ Oi t.3 g t.1 -
cc "
-d '
-r ed
.)
c's e u-
=J rc y.u h N n; -
M 9* M t.)
u.
i-
'M 4 l J -
n\g% %%%\ s % M R\.
6A a_
~
N bI b< -d ,l l l !
I
! i
'[C l 14 *
- l g. - 4 r ; .
5 Ey !T1 "fM M h I % l f
i00 5-J
(' '
- c A !co q5 > o 3 l.
e, t ol *3 1 N- *N Ql*N
- i i O o c
- ": , D 8 L o, -g 5
z vi oc W ird .-'Q ", 3 m m ,- "
i i
.' l o ,s. :
E i 27 : e _
>#c4' h
~~
.: g , TO 1m 4t =L
,-' :_g +
'a -t - ,
i t'/,' -i,; ' 3 * $ 7 d 7.')
E Ms M :l 4i I ! I v- c x y l3 i .
%ao C er*
t ~. s ?
l
- E'* r$e'< 2* c l
' =' =l Y.] %
.i ~E, A.
o != , doy,} #s.' s,e2?,
l- , s 2 ,g c d c
i.
- -i 9 ;h om & vi46 "'. '"
9y % A M -1 1
e
[
3, ; -- '-~ s - : 4 l
l I
% - t lii 4., > l pN. . ,
i E i ! l >>
P ' l '
- ? -i ! 39 c , : *g n-%C
.. yTF t.I o 5S- e
- Q O$
g V 4c3 -?h. g .o Qo k w $ 5 .fE 4 i.d q
r ._i . ~
a v <
2 -~ -
~
t: sQ m.,
c % cr b e : . ,
I- =! ':
7
=
n 8 1 =.>r g :>r
=l
=-
2 ,-
r > W,.4 o % :H S ::- p I S 2 ! ,
Pe n l
F ;
m : I-
,- Ye 9 }'
o 1 1 r
W .-
k l ~~
d N 'q - f,
(
m 'h . 4 % v .I 1/)l. 4 . b M ~ W., We Of b '
D; -
O i 2
i '
l 1 ! - lt I l M u
.s I
. 1
<t ,
2 l 3 h C l i
%I o
u.
. i W, 2
t -
\l R; \
o !4 .o'!
i ;
O e m l \ n. ,,p g o
2 O
J '
. l i
i t
d, t
,s. 4 1
2 -+
c c'.
l 50 tl_ *
-l I
l !
ij I = jl ei d: 9' E %
=
l :: ( = , 2 l, , ,
,, 1 , i 3 o 4 ,3 i 4
I
, - C - e 51 .i 6 I l l l
! I
.f i , , l ! i - .
i 4 : i .
i A a e .
t l l l [
c
- 4. j l I q .
r c
c 1 -
E Y g. .
E
& b 4
1
- 1 1 f l
,0.'
lh e :
2,+=
q ;;
=
m
-- l= _
9 2 - :
gj z i i
.c ._
1 .
., e .I ,
] = E '$ C /, d:. gl'4y l N I rc S m
- ?
W .I 3 5 3 ,
I l
~ N d 2 N l , g 3
. . i . .
I ! l
$! : l N
k 9
k 1g u
i v
\h' b i q- Q s
l l
- l'llii:
1 i
i i
i' l
\.
i
%y%
B A :
. i
\)h. ,I ,!
wr s ,
2 ts sw
- fk q t !
l !
N w9 .
l.
E ! !(N' !
r- .
i .
- f. I f i i i
2 :
E
. l l!
j i
- f l -, Ih i
! h N
N 3 >
e o g c q a
o
> sca i j
l i
') - '
s N l
\h
{ .
0' N ; . l ,
b , ,
9 e e
in
lC '
i: , .
j Q. , . . .
[I NONCONFORMANCE REPORT
- 1. PROJECT N AME [.J n N O. ,
- 10. 1094 20.
-.J11 diand _ Uni ts..l..&.2. ._ 7220 NO.ts b PAGE
- 2. UNITIS) 3. DRAWING /PART NO.
___ 1__O F _1 i IIE V 4. ITEM DESCRIPTION , 5. ITEM LOCATION jf(
II/ A .. - . II/A . . . .. .._...
- 7. srRI AL NO.
D. REPLACEMENT PART ._ . ... ... . 4 A _ B9.aSOU c kf.i
/
RCE l'l-f*
ll., ..0. CONTRACTOR
__ _.SWI.. Discharge 1,ine .__
/ SUI' LIER jj/
n-N7 .. -q=2J#_-f.ky,jao.
. .c. P.o. on Sig 5-fM
_ _P/N-fl/A_ REv._N/A. SER NO.
t -Deth te fz- f. 7 7
- 11. INSPECTION CRITCRIA in NO __ ! _12. ASME AUTilORIZ,EO 13. SKETCil ATTACitCD 14. Discovered During 15. Equip Furnished Dy l (IDWG (ESPEC ( ) OTHER NO d N O EV. ) IIdS,Ph3 g % IhEQ D l)YES ( XNO ( IRec'0 ( IConst X ] Test ( ) Client i )Eng X)FLD 1G. NONCONFORMING CONDITION: ' 24. DISPOSITION CONCURRENCE
___SROL_C-210_IleL5_s_tttes that the accep_ t table _gtadation rang.e for Zone 4A backfill
,/_is 25 - 901.p,assip9._thc.A_ inch siere.
Co at ta ry__to__t he._a bb v.e.,_.M_b a c kfill_s.amlci
"^"
,..e17en 6/29/6&liacfiI4% passing the is inch sieve, thereby exceeding the allowable limiti."" '' " " "'" '""
~
"^*'
It should be noted that the material represented by this test was used on the SUI "" ' '""'" " "
8'f tOJ COf4STH QC LN GIN CLit DA FC
. dis. charge line. Q 110. is 1.002. .
No hold _ tags _ applied. Ilold for En,gineering ., . _ . . _ . _ _ , _ , _ _ _ _ ,
AUTif O nt2LO INSPCC1014 UATC
_. disposition _ '
)
/, d VAllDATED DY
/. Rt.I'OllIED BY DATE ], O E as. Otse sn DON naut 1'a
(%:%4 n-v77 i; ,vjQ # a-7-n '
i _
~~
- 21. ROUTING: KI TO FIELD ENGINEERING ( ) TO OTHERS (SPECIFY)
- 72. ( I Field Engineering Diiposition ( ) Field Engineering Recomincnded Dispositp Project Engincoring
.i
- 23. PROJECT ENGINEERINO DISPOSITION O
2G. OC ACCEPTANCE OC ENGINEER DATE AU THORIZE D IfW DAT5'
+ .... _.... .
3..:
,. - d, .;. 8 .' -
Jj .
i_ ,. y . , , .
l' } ,
- i l , .
~" - , -
i t_ .2 . ,. - , , t , ,
4_l ,;. ! .<.< i '
. :1 C1
.. g .- .. .m
( a%.
- >j e .
}
g 1 *
- a 6
4 .. .JC - ..
J~..-;-
~ -
- a. ;
r-
. D_J, r;- .
t ! ;
.E.
. _ ~ r , ,. ; ,
p *. -. r- c. .. l 1 L
. : - :n J t ; , ;
.1- - : : i j +;; w t - ;I e
., -m. I 1 , t
. q.
. < .C. 3. :- j .: i. -
l : - d. ,
W .i 2, l ! j
.. - .m.- v. ;
t i. t i~
.s ; . m c ,i g,~...-.- .: - a.
.m.
. 1 ,
. 1 ,
. : , .yt.;.yv1 t.
.,r -
q.-. *w. <o: , -.
3 cz ',
.: o .. -}
i t,
- 8 a
. i:; . ! ,
+ 8 1 i ;.
.n-.-. .a y
.w
. .; ;..-.c ;
} ,
- O .
{ .U.<- . l . .l ..c . - . , c. 1. .g .. ,. e. i .I .
s
. i .
- t. s.; 't .
. . . C. .
3 l' C- ; . g .! - , ;. :n
. 4
- 'J
- .
~ ~ '
- t 7 : g3.,
- g. i }- i, L. , j ., , .g - ,- ! l i l l;
- a ;;- .
.{ l. C, W. . T 6 g : ': i t . . -j .
. ..4 .: ;-
- -s ig4 P.: . .-
' ' l
.. o - m, ,
O f ' :" _ .-
i t e- 1 e,
- 1 ; .i . j g ,
l
- . - *-- ., . 3.
. , .t y *- . _p & I
. r.
.6 4
c.
( ..r -,
> .. e ,;. {. m.
- . ; ;. *:- o,. *. .:y- nec a t ?- :- " N v . t l . 4 !
..c..=.,,v - a,s o. .'. '8 g.,,,,,-,
, u; ...
t.
- + . n ..
- .-4 C er * ..i.f 8: .
1 -. ..
.a o
v g ,
e
- } a. .
i
- a. a l ,.-. *.-. -..
. - .o .,a :.6 t
.- I j j C ~ ,,* i b (. .- I-
- t. a ; . O.. .t. t.
6 'J t
i 4
i .
i i
.ew % . L - .. , .,.1- . s& -
'- i-t a . .a
- **' , .i c
r i.
t8 s ty"*C-O. y-a'v Z
..y
?*.
t s n 6 a b !< .
i i
i
' e 6 t-l%
. c. o f i
- e
+
a .'.- -
g j l, .-
- 1 .
l l ! -
t l t u. C 1' O --e.. i -
. t i , l g i .
1 . t.
- ,
- i
.. l
} ;O *rJ :!e-J a ;
I f i
8
,i e,j ,l n...: : J,
.l a , !
- : ..s ,C. t .
. ; { -} . . .
3 6
y -1 1 :
-a ,. '
I d't j
J
-2 ;. , ; ~' ' I i sNN w:
- - '"i fj,'.
y 3C f I -r* * *; . i * . ; - -
{ i
- a t. r + .= , , r .I' - 1 1 S 'jr e J i N -
. 9. ...'ti
.l 1
, J., ;n . .,) . .c. , j .J ,
s , .
i
.i i\.
v + .- .o rg i -
g Q * . Ly ; -. ; %. ,-....
j . s - e.,* *y 4 s4 , . - . . *
- o. i * ,
s e- r, . -
4g. .. ., , ,: :.: -.
, t
. s: , e u c.- . e ,
- .x v >
- .' .-J.~. 1
- -. r c * '
- ; e4
- . ' . , i; L'- . i, .J >
. -; & s . % . ia e
. .e-d *,
. -j i.- .; .
4 e i. ;w L.'.
3 . 14 *: n ;g* .t ,
- f J:
L. , -
,r-
- l
.,. . ,- .. -w.-. . . ".; - ,.e .- .,
,: 1-c' g y LJr i
. .- .I p p. . -
a..- t, t i
eQ a ..
i,.
I
+
. 3 ... g. .. t .t J'gi
.