ML20090K757

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Documents Requested by NRC Staff from Package Presented by D Horn,Field QA Engineer,But Not Used as Deposition. QA Sys Evaluation Check Sheets & Related Info Encl,Including Canonie Const Co W/Addendum to QA Program
ML20090K757
Person / Time
Site: Midland
Issue date: 05/02/1984
From:
BECHTEL GROUP, INC.
To:
Shared Package
ML17198A223 List: ... further results
References
CON-BOX-02, CON-BOX-2, FOIA-84-96 NUDOCS 8405240400
Download: ML20090K757 (94)
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Text

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-\\ \\l'if j CWRp311] ~ y. MIsland Preises P.o. See 1983. A84deens. MieMean 4Sede. Ares Case 517 6310951 + February 18, 1977 Mr. R. L. Castleberry Bechtel Associates Professional Corporation P.O. Box 1000 Ann Arbor, MI 48106 MIDLAND PROJECT GWO 7020 - CANONIE CONSTRUCTION COMPANT SUBCONTRACT C-210 [erial(20p File: C-210 We have reviewed your letter BLC-3597 and feel that the Specification Change Notics attached thereto should not be issued to the subcontractor at this time. canania is currently without a valid subcontract, as their subcontract expired undar the provisions of A=== dan =at #47 on December 1,1976. It is anticipated that renegotiation of equipment rates' and another end-data extension will be (- undertaken by your Subcontract Administration personnel in the near future. It would seem appropriate to incorporate the requirements of this SCN into the ~ renegotiated subcontract at that time, as we understand that other changes in ~ the d QA Manual will.also be required. As this ices has ra==4ned dormant for nearly a year, the disadvantage of the sherr additional delay should present fewer problems than attempting to enforce the requirements at this time. s 4 Should you care to discuss this matter furchar, we would be pleased to hear from you. T. C. Cooke Project Superintendent TCC/J3S/pp ~ iu e-T e m -,,-r e*s- ~w---- e -,ere--- so,--, g w-w-w -w--w-- , r v e--.- e ww-r,w-ww- -w-w-w

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v- .f '.' u.c *.. ? 4.' w.~, M ~ r...,+; -. ~. Q,k ATTACHf4ENT A. . S.F .97 ..e..y., - '@p;? Areas not addressed in Canonte's QA Manual. 4.~.. m "gg. m C.

1) Nonconformances and the control of nonconformances.

,[, yg.y. , m'* Wp.a 2), Corrective actions. . y' Wu Q

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3) Instructions, procedures and drawings g.

Per Spec. 7220-C-210, Section 16.3, " Activities affecting quality . 6. y x M..i shall be described by documented instructions... and shall be ".'~ '* :, M #. N, e$ b N . W'f.F ~ accomplished therewith." t m .pj Canonie's!OA Manual mentions their " Manual of Practice" for specific instructions. These instructions must be included in this manual.

4) Canonte's QCE 'has no authoricy to stop work.

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5) Quality Assurance program does not identify items or servic' es
  • 'f%r to be covered by the QA program.

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6) In Section 4.9

" Quality Control documents" a copy of internal i' audits should be included in records to be maintained.

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r n.g Changes that need to be made to Canonia's QA Manual to be incompliance ', '.S 't with current Job requirements, i

1) Section 3.4.2 "This file 'shall be separate... and r,ot available 1

to the project staff. This information must be made available to the ,:g project staff inaccordance with ANSI N45.2.7-7.. fM

2) Section 4.4

" Establishment... inspection and testing program". .ip-5.,'f i

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Bechtel does the testing for Canonie. The QA Manual should . Ii '"g reflect this information. .%.,,2 3 -Q 3)! Section 4.5 " Ongoing... testing program" Sechtel is in '$.3 charge of the testing program. Canonie's QA Manual should +il ' reflect this infonnation. .> d .i -

4) Section 4.6

" Calibration of measuring equipment" a 1.L 8echtel is in charge of this area and Canonte's QA Manual should i -l, .g eM ' reflect tais infomation. / Section 4.7 " Control of purchased materials and equipment" .d.) When nor. conforming material has been identified, a deviation report l 'Mfj e*, should be initiated and Bechtel QC notified. The preceeding f.s,.,i.. ~ sentence should be added before the last paragraph on page.4-9. l '., '. ;.W gj,'Us. NN' Y f'7 k; 4 a, f,,fi .b ..i,..

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6) Section 4.8 "Special process work"

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7) Section 5.0 ~." Examples... proc' edures"

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Appendix 0 - is not appitcable and should be taken out. .t l.g

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8) Appendix C

"... structural fill (soils) ~., c N. d.4!! The following list are sections in Appendix C that should be

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. deleted because Canonie is not doing the work, Bechtel is. . ', n..el .. r. a. Section 1 last paragraph. h " * ' "' b. Section 4, all - > - t ~ c. Section 5, all i/N

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Section 6, all ( f. Attachments: .' jby "i

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e. Section 8, paragraph 2.0 .h f * $l.2,, C-6, C-7, C-8, C-9, C-10, C-ll, C-12, C-13, C-14, C-17, C-18 . "'!jp .)K7 '!? ff;J

9) Appendix 0

" Example of calibration procedure" "'..g. This should be deleted. This does not apply to Canonie, Sechtel does this work. ' ' * * ?. -% %r.

10) Appendix E

" Example of deviation form" . '. r This appendix should be included in the main part of th1 manual, l.6. 2.'{ ~,, not as an example. Also a procedure on nonconformance should be y l:i,.O. written. -t ). b. i ' r +i;j When a deviation report is made, there must be a method to 1;. contact Bechtel. QC. i . - ).;

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k CONSUNOS POWER COMPA!1Y 0 2@f,YE Bechtel Power Corporation MAY 171977 _) g % e,,,,, m, umano. u+cnio.n 4ae4a gg g MlOLAND, MICHIGAN May 12, 1977 Consumers Power Company P. O. Box 1963 i Midland, MI 48640 Attention: J. L. Corley Job 7220 Midland Project Canonie Construction Co. Quality Assurance Program Addendum dated 4/5/77 BCCC-2520R

Dear Mr. Corla,

We are reviewing t!.e subject QA Manual to assure compliance with program requirements. A copy of this manual is hereby submitted for your concurrent review and coment. 4 May we have ycur coments by June 1,19777 Very truly yours, ~ #1 o

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..M J. F. Newgen s JFN/JV/dlf Attachments 1 AC ).,, [ afn - 4 CaK si = l wHe adv j g ' ' *7" j j 'W e V % 't I an ; - ~ - - ,,m_, n

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!==k CEINT!!B CCNSUUCT!QN CO. / P.O. Oox 509 / u S. 31 & M.43 / SOUTH HAVEN. MacHIGAN 40000 [(GIGI 6371171 A p&> g u WI 5 9 May 3, 1977 m0). wne' I L }f S'. \\ Mr. John Church .n v7 Subcontracts Departaant N n.chtel Power Corporatio" sEcim.t. POWS C0P.P. - P.O. Box 2167 Midland, Michigan k86ko JOB 7220 p2d g,

Subject:

Cousinners Power Company !!idland Station Units 1 & 2 ) Bechtel Power Corporation Subcontract #7220-C-210 Plant Foundation Excavation and Cooling Pond Dikes Canonie Cw;.Mion Co. Quality Assurance Prograsa dated Anaust 1976 Addendum dated h/7/77, Rev. 3 i 4

Reference:

Contract Change Nortice kk-F, Ser # C-210-B-190, dated 4/21/77 Letter dated 6/29/76, J. F. Newgen to Canc.e Construction Co. _ Letter dated g/lk/76, J. F. Newgen to J. hcKane

Dear Sir:

In response to the referenced letters above, Canonie Constrection Co. sulatits for your review, comment, and acceptance the attached addendian to the subject Canonie Construction Co. Quality Assurance Program. This ad-i dendum shall be applicable fer all work covered by the above referenced subcontract for the scope of work defined in the referenced specification. i Work requiring the implementation of the Quality Assurance Program is defined in Exhibit D, Technical Specification for Plant Foundation Excavation and Cooling Pond Dikes, of the subject subcontract specification. ':'he Quality related activities so defined are as follows: s I .A. Placement of plant area backfill and hers backfill. Backfill is defined.by section 13.2 of the referenced subcontract. 3. Moisture control of the plant area and berm material to verify conformenee to the provisions of section 12.6 of the referenced ) sut,. J.rmet. C. Compaction requirements for backfill in the plant area and the herm to be in compliance with Bechtel requirements stated in section 13 7 and 12.8 of the referenced subcontract. 1 i s s Earthmoving / Piling and Ca;sson Foundations / Power Pfant Construerfon An EqwlOpprvtuno'ty Emolayer-el ..s- ., ~, - - -., - - ,. - - - -,. _ - -. _, - - -. ~. - - - ~ ~. - - - - -

o '.. . ~, Mr. John' Church Page 2 May 3,1strr I Further,.to assure the successful execution of the above referenced subcontract in ecurpliance with all owner / architect / engineer-constructor requirennents, the attached addendun shall be in effect until such. time as it is revised or terminated in order to affect the successful implementation and completion of all.vork. W. R. Moore Quality Assurance Engineer, Canonie Construction Co. 'N' w . x. _. Yice President, Earthmoving Division; Manager of Quality Assurance,. Canonie Construction Co. WRM/bv Enclosures (1/1) cc: J.K. McKane .4h 94 O g g 1 t s 8 e f + 8 e r- -,=,-,,,----y-,-- -,,, - +. -,,-_.,,---.,-c_-.m ,.-,--,me .--,.r.

~.. > ~ >. ~ < n.=, " W, K, Ht.e-P L 7/.5/. Yi KfTiW n,tghtfy %__ w_ ']- t/ _a Q t M IREVISION l ,e Canon!S CONS' MON CO, Datei 4/$l77' Pass 1 of 13-Reva 3 Addendum to: Canonie Construction Co. Quality Assurance Manual Dated, August,1976 - Contract: Bechte1 Subcontract No. 7220-C-210

  • Location:

Mid7and Station Units 1&2 Mid1and, Michigan Owner: Consumers Power Company ~

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~ Title Supplemental Requirements for the Canonie Construction Co Quality Control.Progran for Q Listed Areas ~ O h b b e ~ O 4 4 f a e e 9 ~. 9 e 4 a ..n ,,.n, --,nn ..-,a .,r. ,m.- ,7-,..,.,,..,,-,,,.--m.,- .y..--,~me.

.g N Canonie:m E. Page 2.of 13. 3, . i ., ;.,S..,,, Item T. chansres: .V ' Add to p. 2, section 1.0,~

Introduction:

.5) ' ' The Quality Assurance manual shan be supplemented by Quality - ',- - Control procedures written to clarify and further implement the Quality Assurance program of Canonie Construction Co. Prior - - [, to site implementation, these procedures shall be approved by l ';. the Manager of Quality Assurance, 'Canonie. construction Co. and f, the Contractor or appropriate owner's representative. All Quality-Control procedures shan be controlled. in the same manner as the Quality Assurance program and ' revisions and addenda shall be re-viewed and approved in the same manner as originals. These pro-cedures shall indicate the scope' of acti--ities covered therein, the ' persennel designated by said procedures with responsibilities by job title, and shan provide sufficient instructions to clearly ~. indicate what activities are necessary to demonstrate compliance with the accepted Quality Assurance program. Delete p. 3, section 2.4 as written and insert The Quclity Control Engineer shall have the authority to stop' the continuation of work that is deficient in characteristic, documentation, or procedure which renders the quality of an item - unacceptable or indeter=inant. This shan include, but not be limited to physical defects, test failures, incorrect or inadequate documentation, or deviation from prescribed. Processing, inspection or testing procedures. Delete sentence 1, para. 4, section 3 1 as written, and insert: Activities which may be routinely performed by Canonie Con-struction Co. as part of inspection servicese on a project, such as concrets testing, structural earthwork control or testing of reinfore.ement steel, shall be conducted to recognized standards or referenced specifications. Delete sentence 4, para. 2,'section 3 2 3 as written and inserts ~ Revision receipts shall be signed and dated by the assignee, or designated representative, and returned to the Manager of quality Assurance withiit 15 days of receipt. Delete sentence 4, para". 3,.'sectbn 3 2 3 as written and insert: A new approval sheet, signed by the President, Canonie struction Co. and the Manager of Quality Assurance, sha n Con-be issued to

  • indicate the current revision nunber and date of the manual issue in effect.

Thi's shall indicate Canonie Construction Co. acceptance of the policies and procedures defined therein. J Delete sen'tence 2, para. 1, section 3 4.2 as written and inserts.- ~ A file of an Quality Assurance / Control records shan be main-tained to comply with an owner / constructor contractuany specified requirements. These records shall be maintained as required by ~ e w-n-.,--, ~

n e ? .1 's Canonleb C, Page 3 of 13 7' this manual and applicable code and-$egulatory req'uire'ments.., ~ Delete sentence 2, para. 1, section 4.4 a's written ab.d insert: 1 For all the various activities included in the scope of work for the referenced specification. Item II, Suncle=ents: 1.0 orranization The canonie Construction Co. Quality Control Organi=ational interface with the Bechtel. Power Corp. is shoun in figure 1.- .1.1 The Project Manazer performs overall site supervision to ensure that construction schedules are maintained and that the work is, performed in compliance with drawings and specificati'ons. He coordinates work with the site Quality Control Engineer to assure compliance to the accepted quality program. 1.2 The QC Engineer has responsibilities and duties as follows: ' i. 2.1 He will document the classification of the borrow ' by the Testing '.Iaboratory to the Project Ma=ager for use by the Field Foreman. 1.2.2 Eased on borrow $ielections he prepares daily reports verifying by station. by zone, 'the fill ' placement, the moisture control, and the com-paction conformance necessary to meet specs. 1.2 3 In this function, he is conpletely mobile and will by available for comment from the General Contractor's inspecuton force. He will be in communication with the Project Manager.to correct any deviations in the fill requirements as established by the project specifications. 1.2.4 The ' Quality Control Engineer has. the authority to assure total compliance to the Quality Assur-ance/ Quality Control program by all Canonie Con-struction Co. personnel. 13 The Field Sueerintendent shall initiate compliance' w'ith the borrow / cut programs as outlined by the QC Engineer through the Project Manager. He shall,be responsible for. reporting field production requirements to the Project Manager. i i 1.4 The' Project Enrineer shall work closely with the pro- . ject manager and QC Engineer to establish su'rvey and 1

3 canony Page 4.of 13' . ~ ?.. control methods required to assure, proper definition / *., of zone fills and lift controls. , ;.f ~ 2.0 Quality control Prorram . 2.1 The Quality control Team or member shall *be responsible for quality control and documentation for all Q I.isted areas as designated by contractor's and/or owner's ~. specifications. The inspection unit shall assure that the project specifications are strictly enforced. Quali- . fled and experienced persennel shall comprise the inspec-tion force. 4 2.2 7,_he cuality control Erucineer and/or his reuresentative shall be responsible to the Canonie Construction Co. projact QC manager and shall.be independent of pro-duction, construction, scheduling and procurement. 23 The QC Ehzineer shall develop, in the course of his i duties and as required, adequate forms, charts and logs .to compile and assimilate required QC information and documentation of Q listed work.- 2. 11 - All QC Hecords ahd Documentation shall be stored in'a fire resistant filing cabinet. The records shall identify the inspector 3r data recorder, the activity monitored, date of inspection or test, test results, acceptability and any corrective action required or taken. This information shall be supplemented as required' j

2. 4.1 The Cn Site Records shall be filed in an orderly

+ fashion and shall be readily identifiable and retrievable. Upon completion of construction work, records shall be turned over to the owner's operations group or his designated representative. t 25 The QC Enrineer shall assure th'at the proper ' zoned materials are delivered to the proper location.,and the proper compaction control is performed as required by the~ specifications. 2.6 The QC Enrineer shall schedule his work so that$ all' operations, reports, documentation and related items .-shall be available to the contra 6 tor and/or owner and to facilitate the establishment'of a functional inter-face between the appointed testing laboratory, general contractor and field superintendents. j ~ 27 The CC Representative shall become familiar with the testing laboratory personnel testing methods and indi-vidual' soil classification characteristics. e J

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Pagi S of 13 2.8, The CC Engineers level of authority shall be equal a

' to the highest ranking production unit ie. supervis,or or superintendent.. The QC Engineer does, not direct work forces, except through supervisory personnel, and then only in quality related areas to insure compliance l with job specifications, procedures, and drawings.., 6.0 Document Control 6.1 Inder Card Fils System 6.1.1 Individual Car 'for Each W G shall be maintained listing: W G Title.and Number a Revision Number Revision Date Date Received 4 Number Received Classification: Preliminary or Approved Distribution: Stick Number or Name of Person drawing is issued to 6.2 A Drawing S"===rv List shall be maintained listing: $ tick Number Drawing ' Number' I Title Revision and Date l Status: Prelimi"= 7 or Approved, 6 3 ' Drawing Awareness. New or revised drawing will be routed to assure all personnel concerned are aware of change. A list of document assignees shall be maintained to assure. proper distribution. 6.4 Separate storage of Superseded Drawings 'and Specifica-tions to Naintain Adequate Control shall be provided. =All superseded documents shall.b'e voided. 65 Document control shall not be confused.with documenta-tion control. It is not intended that document control shall be specifically a function of the quality control' Engineer. An authorized agent of the 'QC Department may ...s N. *. e 5

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3 ~ Ww x = CSMQMisu _ m- ~ ~' Page 6 of 13 , perform the document control function. Documentation shall be a function of the QC Entineer and shall show ,,7 all pertinent information as required by.contractods specifications. 8.0 Identification and Control of Materials, Parts and Conconents

  • 8.1 The CC Reoresentative, working with the general con-tractor's representative, shall inform subcontractor's field supervision force of soil classifications in borrow areas as designated by the testing laboratory.

15 0 Non-Confoning Materiad.s, Parts or Comnonents 15 1 Comenction Ecutement '15 1.1 The utilization.of dissimilar conpaction equip-ment outlined in exhibit D of 7220-C-210 sha n be as fonows: 15 1.2 The owner's testing laboratory shan be re-qtiested to perform tests on controlled test-fills within the embankment as required to , determine pass requirements for each individual type compactor. 15 2 Backfill Materials In the event that pon-conforming materials arit dis-covered in borrow areas by the testing laboratory, the contractor shall be notified for disposition.. Non-conforming naterial shan be removed and/or dis-posed of as required by contractor. 16.0 Corrective Action When corrective action is required the followins outline of activities shall be followed 16.1 Identification of source of non-conformance. 16.'2 Evaluation of causes, conditions, present requirements. ~ and Potential solutions. 16 3 Implementation of corrective action. 16.4 Co'ntractor and/or testing laboratory analysis of problem is required.if caused by external, uncontrol ' lable sources, ie. excessive precipitation causing moisture content of cohesive soils to exceed accept-ance, criteria and preclude conformance to compaction requirements. -e----.

..i be=E' ~ CEMCnts- .,?. ew . Pase 7 of 13 16.5 When internal corrective action is' required, it shall ' N, # be documented for review and concurrence by the QA Manager. If the causes of non-confoming conditions are external and outside the specified, jurisdiction of the subcontrac' or, recommended corrective action. shall be requested of the contractor and/or his agent, and shall*be concurred with.by Canonie site quality control. 16.6 Documentation as required by owner sh'au be maintained .l in accordance with document control procedures. i 17.0 oumiity control Records shall be compiled and submitted to Bechtel for their review and retention. Copies shall be maintained by Canonie Construction Co. and shall include related data such as qualifications of personnel,. Procedures, and equipment. Consistent with applicable regulatory require-monts, the owner / contractor shall establish requiromants con-carning record retention and turn-over; such as record detail and type, and systems effected. Canonie Construction Co. Quality Assurance shall be* notified in kriting of any and all changes in documentation requirements. 17 1 The fonowing forms shan be used to document the . implementation of quality program on site. 17 1.1 I,1ft Thickness Control - Firurs 2 ~ By determining elevation bercre and after place-l ' ment operations from grade stakes the QC Engin-ser shall determine the lift thickness achieved. He will prepare a report from information listirq the following data Observation Zone l Work location Sise of Area Elevation (s): Before After I.ift Thickness Date These random lift thickness checks shan be performed on an average'of two areas daily de-pending on the working ' area conditions and the materials classification. 17.1.2 Comesetion - Finre 1 on a daily basis the QC Engineer shall prepare g .g a _.-m - +,..,

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  • Page 8 of 13 a report for each zone and work area listing the following information: date, shift, venther, features, foreman.*

station, offset, elevation obtained, results of roller speed checks, equipment numbers, type, and frequency checks including vibration rate checks and time taken, and load counts. 17.1.3 Borrow Accentance - risure k The QC Engineer will obtain classification of material from the Becatal representative and/or the testing laborat.ory. 17.1.k Deficiency - Corrective Action - Fiaure 9 When notified by the Bechtel representative that a deft-ciency exists the QC Engineer shall note othe date, time, feature location, shift, foreman, elevation, and type of deficiency, ie. failing test. He shall notify the project nanager or his representative and corrective actions shall be implemented. After corrective action implementation, a new test shall be performed and the results noted. Where necessary, further corrective . action shall be instituted. 17.2 cuality Assursne / Control Reco ds ID. the aforementioned reports small be compiled and submitted to Bechtel for their review and retention. Copies shall be maintained on file by Canonie Construction Co. 18.0 Audits _ s A system of planned, periodic, and documented interr.a1 audits has been established to verify compliance with all aspects of the accepted quality assurance program. 18.1 Audits shall be performed in accordance with written check lists by personnel qualified and trained in the pertarmance of audits and familiar with the scope of work being performed. 18.2 Audit personnel shall be selected to preclude the possibility of - personnel participating in audit activittee in areas where they a have direet responsibility. 18.3 Audit results are documented and' reviewed by management personn'l e having responsibility for the areas be),ng audited. 18.) Corrective action is implemented to correct deficiencies revealed by audit activities, and to correct system inadequacies deternined to be the cause for sigtificant conditions adverse to quality. 18.5 Audit results and corrective actions are reviewed by upper manage-mest to determine the effectiveness of the audit program in eorrecting conditions adverse to quality and to verify the l implementation of corrective action. ~.

I g 1 ^ 7 Cancnte-Pese 8-A of 13 "! c 18.6 Where necessary to establish objective evidence' of imple- . mentation, corrective action shall be verified by the perf.sr mance of re-audits of those areas previously determined to be non-conforming. f e e 0 8D 4 g m O e M 0 m O v

'I \\F===3 Midlaml Station Units 1&2 -- "II M Plant Foundetton Eicavation & Coo 11Tuc Pond Dikes .. CanOMIS- %.= President Canonia conet, Co. ~ Consumers. Power Bechtel Power Company Corp. g Group Vice President quality Assurance Division Leader Mgr. of Quality Assurance Engineer 1 lConstructionMgr. I' ~ ~ Bechtel Power Project. Manager r -.- - * - Corp. I -1 I i i i Equip. - Supt. Projec h Enginear F1 eld Supt, __.]OfficeHgr. Quality Control. ] Test Imb l o Engineer-i H L3 4 / ~ Direct Responsibility

Communication

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e ka===d' ~ Figure 2 4 Rev.1, 7/26/73 Canonte: w Page 10 of 13 - HIDLAND NUCLEAR IINITS 1&2 P.M. CANONIE CONSTRUCTION Co. G.S. F.S. LIFT THICK?ESS CRECK OBSERVATION NUEBEH: DATE: ZONE: LENGTH: STATION: TO STATION: WIDTH: OFFSET: s ELEVATION: BEFORE ~AFTER LIFTTHIckNESS BEFORE AFTER LI.FT THICD'ESS BEFORE AFTER LL*T THICK ESS SEFORE AFTER LIFT THICKIESS AVERAGE LIFT THICKIESS REitARKS/ SKETCH: \\ BY: CANONIE CONSTRUCTION Co. QC, REPRESENTATIVE

t k Figure 3 p Rev. 1,*7/26/73 Canonia Page 11 of 13 ~ FTnr.AMM NUCMAR UNITS 1&2 P.M. CANONIE CONSTRUCTION CO. G.S. F.S. FIII PLACDIENT QA -QC DAT" REPORT j FEATURE: DATE: ( ) EMERGENCY COOLING POND BE3M SHIFT: ( ) PLANT AREA FIIZA WEATHER: ( ) R/R EMBANKMENT FOREMAN: ( ) LAYDOWN AREA EDVATIONs i ( ) COOLING POND DIEE STATION: To STA: i OFFSET: ZONE: ' ) 4. MOISTURE m TS: ()1 } ( ) 1-A ) bA i ()2 (~ ) 5 l ( ) 3-()6 f ^ LOAD COUNT 1 C0ftPACTION EQUIPMENT: " EQUIP. NO. TIPE FREQUENCY ' TIME SPEED s t / REMA M /5KN Ciis.:- i i BY: l CANOliIE CONSTRUCTION CO. s a y .<~,.,y.,~..y,--..w.,e ww, r +-~*m--^- w--e---et-ve-e =+r-rw----

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1 i T. a-Figure 4 ggg Rev. 2. 4/12/74 Page 12 Mf 13 MIDLAND NUCLEAR UNITS 142 P.M. CANONIE CONSTRUCTION Co. G.S. P.S. BCERCW PIT ACCEPTANCE AREA: CCOLING 70KD DATE: DIKE POUNDATION GRID LOCATICH: MATERIAL: . ( ) IMPERVIOUS ZONE 1 ( ) IMPERVIOUS ZONE 1-A APPROENATE ELEY: ( ) RANDOP. SKETCE: ( i m j o The above area has been found to contain a suitable amount of. material conforming -to the requirements of the specification and, therefore, has been classified a borrow area.. ~It is understood that the borrow pit shall'reamin so designated until there occurs a marked change in the characteristic of the excavated materials. REMARKS:' O 4 g BY: BY: ascarr.L. POWza CORP. N Co.

i' .j. (.. r.. Figure $ Bev. 1. 7/26/73 -d G C S r.1. G r1t S m. Page 13 or 13 HIDLAND NUCIZAR UNITS 1&2.. P.M... CANONIE CONSTRUCTION CO. G.S. i F.S. DEFICIENCY CORRECTIVE ACTION REPORT 4 DATE: TINE: SEIFT: FEATURE: FOREMA!!: l t LOCATION: ELEVATION: ( i l DEFICIENCY: l I i i I . CORRECTIVE AcrION: I l j t i .I SUGGESTED PRE 7ENTATIVE !MA3URES: 4: 8 t i i ii l i CORRECTIVE ACTIO!! QUALITY ASSURANCEa TESTING: i i i 0 TIER: 1 1 t I J

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..g n L The Goal 1W Assuremee Proaran They 'hould only be werktag with the Quality Control Program. s Section 2.5 "Proiset t M eation" States is part " Conversely the Quality Control staff shall informE the Quality Assurasse Engineer and staff or the Vice President-Manager of Quality Assurance the problems that artse in the daily execution of the Quality Control Program". This conflicts with naanta Section 2.2 Manager of Quality Assurance #which states in l part, "As such, the Quality Assurasce staff will be directly responsible tot this individual for the reporting of all quality-related probleme". Section 3.1'Qus11ty Assurance Standards

  • states, "All activities within Canoate that are quality-related shall be soternes by writtom procedures. These procedures shall take the form IX of thia 4 Quality Assurance Manual or, as previously seationed, manuals of practice for specific work itene". This "or" should be*and7 Sectica 1.0 I " Introduction" Last II sostence on page 11 states, "The Quality Assurance Program described in this manual ta fully endorsed by the management of Canonie Construction Company".

Define assagement. . Sectica 1.1 " Quality Assurance Stadards" Last sentence sut on page 3-1 states, "Nowever, Quality Control Exnaanzst standards shall be subject to review and approval I by the manager of Quality Amourance or his i i designated Quality Assurance personnel prior to implementation". This contradicts Section 2.2 Manager of Quality Assurance #which states La part "Further, that a sanager of Quality Assurance is responsible for the preparation and approval of r procedures or standards II used by the Quality Assurance'and Quality Control staffs". Secties 3.1 " Quality Assurance Standards" first paragraph on po'ge 3-2 IIIs states in part, " Activities which any be routinely performed by Canonia as part of the d re ecf inspection services os e such as concrete teettag, structural earthwork, + e P

m .. i 2 , Santiga 3.1 "M Ammannae Standmeda" (Centd) easteel or reinfessament toestag shall,whenever possible,be seeduated to resegnised standarde". This statement has se be more opostite. Santiam 3.2.1 "Centrol of m Caetan" M States is part. "The Quality Assuredse Mammal and sammals of prestise shall be sumhered with.a distributian list of sepy holdere emissained by the ammager of Qualit Assuroese er member of the Quality Assurasse staff". The wording of this statement should be slaarest. Alas,1 feel that the manager of Quality Assuranse should heep the distributtee I m list. ,, Sestsee 3.2.1 goes es to easte, "Centret of septee shall be se that is the event of vertates all sepy holders any be presented the reviates and alas to withdraus septee if seseessey". This statement has M to be more spectita. g. 3.2.3 "Bartalan of annummata" M N peregraph states in part "As a ataamm,the Quality Assurance Manual and the maeuste of prestise sha11 bi rettewed by the senager of Quality Assurance or destgassed member of the Qua11ty Amaurence staff der enternal organisattes en a yearly beste. Sesh vertase wtL1 he documented as Quality Assurasse records". What will be M 1asladed la this review! ./lgatian 3.2.2 "Bartatan af beaumanas" nret peregraph on page 3-4 etates La part, "The revistes shall be signed and dated I by the espy holder and psomptly returned to the Manager of Quality Assuroese". This should readem "The retteten receipt sha11 be siped and dated". Alas, it seene that the semager of Qus11ty Assuranse should be the ces that rotates the distethuttes list. e I luimum m

, y.... l l 3 i t . Seattaa 3.2.3 "Marialana of Deeummata" 1.ast sostesse of this sosties os page 3-4 states, " Finally to complete the revision a new approvat sheet shall be. sewed which m indicates the revision number I and/or date and its asseptense by the appropriate members of Canonie Management". ( State who the appropriate members of Camente Management are. f v Santion 3. 3 "N=1it, a ur-- e ita" l i States La part " Internal audits te verify compliaase with the m Quality Assurance / Quality Centrol program by members of the Quality Control staff..." [ t thouths the Quality Centrol staff a woe La charge of tapiamentias Quality controt programe set the Quality Assuroese program. i

  • Session 3.3 sees on to state. " Cooperation with "T""

clients, owners, or i regulatory agents wl.e are auditing the work perfonned by Canente...d New dose Caneate sesduet er participate in this type of auditt Section 3.1 "Nat ity a r amaa D 'arda" j I Third paragraph states La part. " Quality Control standards which will generally be werklag =or testing procedures or specificatione pertinent to a generis activity or projoes any be propered by either Quality Centeel or 4 Quality Assursese personnel 4 or enternal organisaties. However,Qtality Control standards N shall be subject to i review and approval by the E assager of Quality Aeourasse or 8 6 deeignated Quality Assuranse peramenal prier to implementa41en". Quality Centrol standards that are propered by Quality Assuranee perseenet should set be approved by Quality Aseurasse is peroemeal. Alse M 3.3.1 " Quality Aseuraese faternal Audite" statee ta port. "The Manager of Quality Assuranee shall appoise, a Quality Assuresee Iagineer or an esternal organisetten to perfose the fuestica e 11ty Assuroese tagineer". If the Quality Centrel standard la byasJasornalorsaatsetten, review and approvat should est be by the Quality Assurane , la fart is the esternal organisattom. 8

t ~ 4 Section 3.3.1 [ Quality Assurance Internal Auditf wrimpt Paragraph 4 states in part, "Further, addcional audits may be required if MK activities related to the Quality Control Program are initiated or completed between quarterly audits. It is the intention of the Internal A2dictto not only provida periodic evidence of compliance with the qurrryvynir Quality Assurance Progrsa". This section states Quality Control Program and Quality Assurance Program. What is the difference between these programs? Section III 3.4.1 " Audit Reports and Corrective Action" States in part.. " Issuance of the audit reportX as described in the following 5211 and paragraph shall. be in a timely manner IEE unless prevented by scheduling difficulties should be within een days 11 of the completion of the auditI". What YrwszwTurw scheduling difficulties are foreseen? I Section 3.3.1 " Quality Assurance Internal XIIIII Audits" Third paragraph states in part, "Because NEIIII quarterly audits are scheduled, the Quality Ccuerol and Project staffswill be notified of their occurrenceI". Who are the project staffig First paragraph on page 3-9 states in part, "A Project Quality Assurance record". Record is spelled reocrd. This' paragraph goes on to state in part, "After approval oftheauditreportbytheManager,copiahofitshellbesubmittedtotheConstruction Manager, the Qasite Manager, and, the Quality Control Engineer". Why aren't alqnmr copies ' submitted to Bechtel?_ \\ s Page 3-10, second paragraph states in partM' Copies of the, closure statement shall also 3 be issued to the Constructiod.lfanager, the Onsite Project Manager, and Quality Control s % Engineer". Why isn't a copy sent to Bechtel? "?j 3 3 .,s F, g g ~\\ W t g '( Y g awe 'N, g .g g ws z s 'N i s ' h. b-s e = '~ - ' ' '

,,.s 5 n. Section 3.4.2 " Maintenance of Records"X Scaces in part "The Project Quality Assurance ZIIII records shall include the audit schedule, audit reports, audit checklists, verifications of correctiW6 action, audit closure statementsand objective evidence that other Quality Assurance activities 1 such as raining of personnel and IIIIR review of procurement I documents have III 4 been performed". Contrary to this statement, there are other Project Quality Assurance records such as is fosnd on page 3-5 second to last paragraph, page 3-9 first paragraph, i and Section 3.2.3 last sentence of the first paragraph. I Section 3.4.2 " Maintenance of Records" Will the maintenance of records be in accordance with ANSI N45.2.97 in Section 3.6 " Train 4ne of Personnel =8v"'rTM Quality Assurance / Quality Control Activitiet States in part, "This will include a review of the pertinent portions of the Quality Assurance Program as contained in the Canonia Quality Assurance Manual, a review of the Quality Control aspect 3which would include both administrative and technical aspects of the Quality Assurance Manual and the pertinent manualsE of practica". Define pertinent. / Quality Control Sec-ion 3.6 " Training of Personnel in Ouality Assurancai-~-==---' Activities" Last paragraph on page 3-13 states in part, "The Manager of Quality XIIIIII Assurance has the Tight to appTeve or prevent the assiginnent of 1rsvunnr ' personnel to Quality +o Control functions". he about the assignment of personnel e Quality Assurance functions? I First llIIIIII paragraph on page 3-14 states, "The requirements for the Quality Assurance _ Fagineer". What I are the requirements for the Quality Assurance staff 7. l i i l l i. L

l x -..- Ms#M0ld POWER COMPANY .e e.u m Bechtel Power Corporation O g,p g i g,t DEC211976 _.9 po. orne. a n u s7 uknano, userngan 4as40 j fled QUALITY ASSURANG MIDLAND, MICMIGAN December 16, 1976. 1 Consumers Power Company P. O. Box 1963 Midland, MI 48640 Attention: J. Corley Job 7220 Midland Project Canonie Construction Co. QA Manual Dated 8-16-76 BCCC-2216

Dear Mr. Corley:

We are reviewing the subject manual to assure compliance with program requirements. A copy of this manual 1:. hereby sub-mitted for your concurrent review and comment. May we have your connents by January 14, 19777 Very truly yours, 2. s

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SUMMARY

ggg LEVEL & ACEQUACY SYSTEM ELEMENT NC' S N COMMENTS A Geimral C. l py w - P, e 3 Ceique contres 4 P eeurement Ocewnent Contros h trutions. Procedures and Crowings 1 Document Controt 7 Control of Pureases Materias. Eduiornent and Seences 8 (dentificadon and Contras of Mereness. Parts and Comoonents I 9 Control of Soncies Processus inspection 11 Tat Contros ~12 Calibration of Meow.. .t and Test Ecu ornent 13 Handling. Storage. Shicos.1 and Prs...etion 14 f.- .;en. Test and Coersang Stasua g l N e. forming Masones, Parts or C;.T s.ts s 3 Correcthe Acdon hh) Cuality Asmarance M.c. g l Audits to Otrer s i

SUMMARY

CCMMENTS OF EVALUATCA: KEY TO SPECFICATION LEVEL: B - AEC 10 CFR $0 (El EVALUATCM*S SIGNATURE AND CATE N-ANSIN45.2* SHEET 1 CF I,,,,, .,.,,,,a.__ ,,-_,_,n. ..-e., _,,,, -, _, ____._,,__,,,.,,__-._,___,.._.._n

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g l =m 8sut 4.V' MUAlal g M g g g y ],, Power Coalpany ITEM. cAPnoonAu 3747,ugg. LavfL & AoEcuAcy EVALUADON CRITERIA t.OCADM S N CCMMENTS P8 DER 818(Cases) { k,*i y 4 af Presren sheLL tain smee nemmeg mutr w in eues ese test. fp ' he mass car verstientsen et s v (2 7/2 13J ) .30 Pressus eyelg 3,,ia,g,,3,,,,,,g, t)b,pg de m6 d,im aC *

  • a % h,ffr *,icic uy noeten ens tressing er %

Perstrates aestyst:ee creena, I hb ./ tuaLity en me eeeery $a annus, JN ,/ / ,46v, --"., t < ** dw _, F ev'u, . " 9m'8 % enttehte puwfistemer is eehieved amt / k /t. b(Om4 8 8 ' j*L

  • d
  1. E m istaiand. (2-8/2 10)

,1 .11 seppuer saalt resularar revsew ta. [.6 1 S* stamm est asetesey or sin esto. g / u presrez. (2-9/2 14) .22 Pmosoment of ersaat:stiene miet.

  1. yl 0

/ pattes ta the a presren shall y review status nas adotumer or that I 1 part et a presrea at e they a,, g% essentins. (210/214) Seettaa 2.0 Samary Commmates l e e e O e 6 e ame e 8 e =sr 2 e, 26 l O N ,3 y 9 ,9 +y- ,-w ,,y-9. m y,c..,,,m,_,_pm-r,_,-,y%, -,-.,,-,,em ,,,,m-...-,p%g._,,,.--,_,,.,,4 ,,m,,,,r.,,.-,,w,,w,,w-,.p...ww-,gm.

. A,'.~* ssCTION 3.0 DESIGN CONTROL 4 Commmers ~ H. Power o/A ...p. I g QA M10 GRAM STATEMENT

  1. I#

EVALUATION CRITERIA l.CCAT10N 8 N 30 DERE CEMDDt. i .1 lesmesses ehm M be esteh ushed to e.e-o that so u.au. e,seified deste requiremanes, sunk as destan Deses, seculatee7 regniremente, eedes and etamdasts are earreetir -tramalated inta egnes, deuwings, _ _ and tastreettene. f3-1/bt) .2 shall taalede peevistans to assume that appewgrtate gaaLisy standarde see opossfied and toeluded is destas doomente. (3-a/ba) 3 Changes of deviattees fres teetga requiremmate er quality standaate etall he 14setitled, dee m mesme ens seatsellad. Q.3/h.3) .h Hemouses shall be esenh? f ahad for seleetien and review far euttability of applicattaa of materiale, parte, ege13most and preessees that ase essential *.e the estety-related e tenstiamo of the prodmet. (3-3/4 4) .) Meessume etall be esteh11ehad for the teassificaties and esatret et destem 1seartases and for coordiastian ammes partistrattag destam orgaat. ~~ satism. (3Wb7J __ .6 11easuree shall taelude the setab. liehemat of precedures amens partia13stiad deelan organtaatic.as for review, eyprovel, release,

e.

distratattaa and reytales of desummate 3 1swelvias design taterfeems. U-5/4 4) s 7 Doeten casteel sensures shall powise the verifytag er casching adegeesy et destas such as perforummee of dest e rewtow, W the noe of = g& hts gy ggggg am1ms.1aetamm1 sethode, or W pertosamese of a suitahne testieg pregnen. (34b9) .8 'De verifytes er shoeking precess etall be perforund irr ladividuale er geoupe other thes thmee who pot. flesund original destem, het aar he from the same ergenteettes. (3 7/b10) l e e I l l l sNeET1.os,26 j ~ 664 j

l 1 ... ~ - ~. -s'- gyg _ l ......c.- 93 s > vn l POW 8f / .'A Camp 35Y U## ~ STATEMENT. LEVEL & ACECUACY -I QA Pf40GRAA4 EVALUATICN CRITEAIA LOCATION 3 N 30 DEBalg twsrunr. (Cents)

U::

M5 +3 ".he roepenethie destes ersamisattae $T? shall identify the partteular. writtenties mesmens uttlized. h,$:p T'- (. /b12)

Y: ::

.10 % a test pessrums to used to Matty the adequery of speetfie desten feetare la 11ais of etaer wrifying er cheesias puo ese, it sha21 Laelude suitehle gus11ticaties testing of a pretsene unit imder the ases edwree destem tenditions. (3 4 b17, 13) 11 hete eestrel measures sha11 $ ey;1.ied to itsee suet as the f 1100 Lagt heester pkyetes analysees a. b. Stroes, thesent, hydraulie and ese14 set aanlysee Ceepatihality of materials; I e. d. Acesselbility for ta-eerries laspeettees e. Assessibility for 14.eervlee amistsammee and repairs ned. i f* Dn11asetten of aseeputage er1teria for taspeetteam act testa. (3 9/b5) . 12 Deni a emances, taaludiac fial4 chasese, shall be subject to the dectan costrel asseures emenen. surete vita these applied to the crisinal destes and he approved by the organisetten that Perfereed the original doets unlese the purukaser destcontes aesther respuestb2e orgenta ttee. (310/bal. 22, 21) seetten 3 0 Cemsary Csamente O D D i. ,g,,7,,,9,, e, _ 26 ese emme..a a tw am.m % ,e- ,,+--a- .,,,n-,4-- ,m,, ,,,,-~<--e--,n -..,.w--

A ~ ~~~~ bEimb b

  • w _. hb d ~ ;-~~ ~

t- ..w -- POWtr iuanmui ( s .W ~; a QA PRQQRAM STATEMENT EVALUATION CRITIM1A LOCATION g g E D b.0 N acCta m CCirDat. 1 Museuses en11 be estehtiabet to assure that arrita-h8= weary UM M M ether regasso,mmate e tea e m V seassaary to assume adegumes taality

  • Ig h '7' ase settah&T taeluted or rehromoed ta ihm desuents for procuremmet et 7

/ / iteme.ast eerrices, vasther pasabased by the seller er br its h f,/# enheestreeters. (b1/31) .2 h M she]& fam M

nk.:

preenstems for the realevins, en l:IYg M esp 11eekles .) v 'M8! ( Zeestifteatteis et genlity

g;:: '-

4. asemumme regatremaste ama the i,) ~" alaments of the presrea applicehle to the 1 tees or 4,F MM. services preenset.

$Es
b. Drostage, speetticattans, codes est seenstrtal stamia.* vith applicable sortales data, test amt tempoettee requi emente, ont special inntrestiene amt s:'j.

de,,j! regatsumente even as ter i dessansas, re,wiaattaa, cleastas, .eseessas, pashastaa, best11as, !?.$i:. ehipptas, amt. It amp in a 1,

?
sss:

eatement storage is the fas143 k. W est ter test equiposat. 4 e. Pvwr(etene for assoa ple.t r-uzue. a, s to t.he ($*N ,ven. e c.r t eeeree taspoesias and and&t. p g.s L 4. Esseres to M prepared, antatatand, I* ouhait*me or made avatlable for f / avtw. gfw .;).. Teatruettaa es resort =tentica e. eat disposities. -- f. Pr. tota = for e=isodias sp, usable. regetsummete et prwerwoest aus. T\\4 sense te as e r tier subeea w eetare g 5, g- ) ama suestiene toelualas eenere een buyere senses to fas111ttes

  • g;g:

amt reseeds. ? :.:

8) __

(. /jd, 3, 6, 7, ,.s 5:;* 3 am83ere possomasses desesses shall sagstre senteentere er outsentrustere d to powetas a quality answesee program essetatent with perstases ,y* /, puvristema er the (AEC/3h3 2) ' ). i ersters. ( La/ N ) $ 4*' I l I l \\ sum 12 odt ee I . = 'i ,.,y ++-.yW--*"4-T 7' N ',,,.,,4m.ys*r-W'-Y* -f

.,,, y g --[~*-* ew mpawuvaa, ECEDURES & DRAE.DS~ r. POW 8r V ^ W81sauf . ~ ~ 4 ITEM CAMWGRAM gyArguggy LEVEL & ACECUACY EVALUATION CAITERIA LOCATION Nl N NTS S e

===,

.y 4 w vtuse.re f t D*., f u /v.[ M,i-P 6,a 1 = >.eeerim.estsas genuty egse 3 i .ac 3 e,. ~ia-i t w vsuse a sus.w e ,i,. m a p ) f 4 h* 13 U4 .a p e sea vt= ..se.1.e. 9 / Ph or 4:ew1 ass. (31/6-lhtu 3 Zante tons, p'resagerne er % O SPFMyriate Nasuta. uw or qualitative asseptaase h eu=*',( ,w[s ; e, c,., s 4 ersteria ter esternistas *.nas 4 Q.e ' - I.'.wi b.e a rC" ".:.,y 1asmetan estivttsee t e 3,s.

    • " oLaded. (3.a/6 a)

-f i seetses 3.o 3.e.,y es,,,,, I m h \\ e 1 e e e e o e 8 9 .mo 9 t S 9 5 e 9 sNesr.E. o,.!1 O m w ee me w a-+w--. -e --g <w+ e- --w,43...m-- ey va-- .-~y-g-e-yvs+*,gyev e+---s-=-,- ,ww w._, e,m 3-v=-mwwao w- ,. ewe----n.,.--r,--,-.., wm Twee--ewe-e

-I sECTION. bso ' DOCUMENT CCNTROL l V r CCRSumsts POW 8r t CDmpIRy 1 g LEVEL 4 ACEQUACY EVALUATION CAtTERIA LOCATION 3 N 4.0 30ERCERT CIMIlNE j 4 6 ,g 3 ag /.I,..,, g ( y C, f ,g g .1 Museuses ahnLL be estehlinkst to ) esseret the issuanes et d-a, (pb .#, 6* h .d a a. W. t j g c,, M ,v. ,.,i j, sueh as lastreettene, preendures, T'l fy / # 7 e * ~'" ", p.a " g '"k' 'g ans erwtase, sanssuas etenese V t/ p M es.ste, wien pn. ente au.ett. J 6 nties, affloatias queutr. (6-1/71) .a ns see shatt e.e. e then das e, a LaeldJag ammasse ase revtewed for eder.guser ame appew, ed for release W S D *g (1 enchertiet gernemmal and ase 41stri. / / g v $.I'$ e butes to ama emed at the leastion

  • =se.he pne.ates.etsntr te pescarund. ( W T-3) l 3

chosene to desemente small be re,teunt a.pprend hr the ee %.tice. y 3 t 'T.g.J N'c w..ia #a. 4i h./ I . tAat perferest the origiaal revise ass appewet valese the war =ther. { (9-MI*J,3-3) ^ 4wgym *. ~ p1g; / t., Lene g_W_e monae@u ~ - * * - - h reytowing ergnessations sta u 4 hose assoas te pertineet '- __ _^ latestattaa. ( /74) s l 3 Desenmet centre & asamures shaLL i Provide for i y 4, g( d j )[) a* 7 v!E:: g er ettems roepenethis for i ! V ) p ) ' g,$ prepartag. reviewtas, apprettag f and tasutag testamate ans revielene therete. (./77) j;;;

d. F.e+.an aw arrent.as %see

' 9 yl4'f[ / ~ 4tamwstea usse. (.j7.u) ,,,, S - Saattaa 6.0 W C m te I l \\ l ? t 'N, SMGET 12 OF_26 1 ~....

- * *g _8

  • wu f was31* t, $? WTt*4tt

_ _, - ' ' ~ ~ j ~. g oA pigognaam EVALUATION CRITERIA gTArtA4eNT LtvtLAAOtCuACY LOCATION 8 N 7 0 GlrJIDr. OF MRRAEED F-- 35f2BElWt & EENFICCB d Museusse sha&1 h ee m t to g (.,;d [ 'A 'N =en, a= esme,eassersal,eguse df,) 1 6 4y gn CN essen th s pumahmos

===.r m e f 413*etly or W eestreeters est sehsestgestere, eestate te the f Z(/ y presummet ammmmmets. (7-V8-1). 7 .= m - mu.soi g, f.4 93jre4 = =esasi = ar qy 7 / a.=e e u e.a t.eu h v y w m 3.ets wta me oc gen u ir fematates W the esmerasear er r __ _ _

== e t s r er9 49 f$.' n eu e. y s

4. w=**==

of pre.enste ugna eW u.e.,. (7.u.. ) 4 / / 3 ___, wia - o t a.,um t e f h,. , sal fp p,cy a-MM "a p wi ~,@j;'s.

== m o. sent requiruumsta sha&L h eve 11able 4 as the samtiere tenility ;riar to gh M j / , ',, p. Q g to ed me of such untertal est equipunut. ( 4/s (7-J/8-4) _ / a% 4 A 2 - _., wi4 .h.Lt w totasass W the sospLsas eur. tiesamt to tasettsy the speet. - ris segusseumsta seat es sense, 4 etandasta, er synettiaattaas, art W the purahased ettertak est egutposas as requiret W s ammt desamsete.(7-#a 7)yvenere. i 3 more act proeludsd W ether l zequirussota, suam ' - _2r evidenne eaF tehm the fast of g wr*.tteen eartificassems et i: teurosummu vtfth tdestify the .!::i(: U.: regussements met W the taman, '@((j. providet asens are eve 11ahle te s vertry the vaudity of sunk W.. .6 ' certariensteen. (./5.A) _ The etteetivgeess of the teatrol of teality 1 7 eestreeters ama subsee. 't reeters shall 1se====== d ler the urthener er destCnet at intereals. p eneistant vitri the tapersanee, e emplesity, asi quantity at the s Predest er SerTiees. _(7 5/8-9) _seetsen 7.o amener cammseen __ f t SHEETS C#d s e.e* -e -,,-w.. ..c.--,-.m-vy,-w,%c,.,-_.mm.,-.-,.--,-,-w-we,.n,,-se m ~m m e,_,.m_-.m.,..%,_m.__.,,r--me _m~~_ey- _. _ _

secisure wow ~~me.n r.uJ.uarlurr Mau CUtr.!NJf, Cc '

CD113858f3 1 MA2 RIALS, PARTS AITD COMPC G'TS power campay AF4 / m QA PaconM STATEMENT, LEVEL & ACECUACY EVALUATtoN CAITERIA LOCATION N 4.0 2BtrfrIF3CC2CE EiD ctRir20L OF MIIRDIS, PARIE Aim CGIFOWECS .1 Heesames sha11 he es%blished fer the identifteattaa tad eestrol' of anteriale, parte, med eenpommete, 1eeludies partially.*ahrtssted seemeh11ee. (8 1/3 1) J Messeree shall assere that identiften. ties of the ites is antatalmed Irr heet samher, part member, serial ausher er other appewpriate eseen, either en the item er en roeoves tressehla to the ites, as regaired threceboet fahrtsatsen, eavestee, testa 11atten, med use of the ites. (8-a/p-a, 3, 4, 3) 3

sentifteattaa and eestret measusse shall be designed te provost *.he ene of Samorrect er defective cator.

tal, parts (S*3/9-4), and coopemente. 'Aere idenstrication merkias is '::;d;x employed, the earti=s shall be cleas, unashigueue and 1=de1111e, and shall

$6L be applied La such a scener est est

$i6 to af*tet the thestias of the ites. wp.;;-: gg) x.. ..s .) Markteje shall be treesterred to each

5!f part of an item when auttivided ned d.+

ahall set to ehtiterated er hiddes by surfcas tresinent er seettage unlese s$i:1 ether sense of identiftsation are ~ subetituted. (*/97) M? ..i .4 bias codes, stamtarts, er eyeetfi. cottaes regaire tracesh111ty of asteriale, parte, or esepenneta to

8A spoetfie inspection er test reeeeds, T,"-

t::s 7:wgrus shall be doetgend tm

18!$,

provide seen tracentility. (=/J.4) Ai:ijg Secties 8.0 Summary Casasete f 54EET cp M -wv- -ve vw., . +.. * -. p-,,-,,., --%_---y -.m,-%

88C ".9e0 CONTROL OF SPECHL MtCCESSES

s. W.

I. Perm '. &** W = g . QA pgggAAAg gyAygggpg7 LEVEL. & ACEQUACY EVALUATION CRITERIA LOCATION B N l } p.0 m er spa:IAr. m .1 mesmosanatiw e u-o te, j essee that egnetal possessee, includ. tes Weletes, heet.teesttag, sleestag, est emmenstrusttie testing ese centrol. g 1 les ses eseemeListes W gue11 tied ) j poseenmal mieg gestatiet preendeses g na esseseemse vitt applicehas eseos,. deg / / / etendeses, speettientises, ersteria i& V i est etter spostal seguiremones. '/ 6 1/10 1,a) iy.W l$$ .a nessemeesties shall w entstataea 4.a ais:.; / rue e g= u ne* serases m omeas, er og=&p.st ta me i,ease eim as tr e.te.t erstie.t fe.u esses esa eneetones. (./to.3) g;::: n

  • 3 7tr essetal peesesses met esveena w

$5$5ll esisting eedes or stenseeds, or %f Whefe stee quality Ist*41ree ate seased

n the regeise-ste et estah11sted scene
j:i[p g

er staneeses, the eseeseery quell.*1 i emetene of perseasel, preseneros, or

!:;5 ege13 ment etell be detteed. (./104) l i

e O e e g e I e .ee a

s. 6 e

, e> t w W.= f a

=. ~ ..,y. >. SECTION.10e0 INSPECTION (/ s 11. P0Mr gggtpagy - ./ i

  • g QA MtO;l1AAne STATEMENT LEVEL & ACGQUACY 4

EVALUATION CRITERIA

  • LOCATION COMMtNTS E

N 38.e E stutser .1 4 wee. ser ine==. er -ta S*N atenessas gun & / >orees ,&ar stata to setemu.nesse c rer., se =ter ue. S[ j ..e== er un e.cor. emner with the essesment tastenesses. psuneensee, and densmage for sessugases. tus ine aettetty. (1s.4/ud) 8 s. Imognetses namI& to sovresume by sauvmesa etaer tsaa tasse we perfusast the mattyttr totas tempestas. (10.a/u.4) % asah poseems senti ase regart . Ai thestar te the 8mmtate eagerwteese van ese roepenettle ter tan vast tasas taegneted. U (. / u.3) o + 3 dmtantuas, nessesenssia, or setta at assertata er neuemens asessenee i.$ e,s,u to 3*h. eer east east / / shn .to. e uu i utr. c . p-ene .h If tasomatten of psessesed amenete& er sensaste ta tagentana er staesven. tasseus, sustreet eeniset tr mens. ternas pressestas mothens, ets13mmet, & stau to pretttes. 3 soth annu'aersessen ens sensass amms.eseas t t to pewtees ame essores. testagente witness test. (18 3/u.7), .4 w-e...se a se to =ter.. W es=,senestr er. eene se tm. $:y-i sne sessuas prereew eanu w to e en sweep &ase stasaut praetises eat eaan provtse asetenee.m stituitse. .3 ter sne samaan sta ens seleessen Pressee. ( /u-)) 7 If amadatery tae3mettes hem potete, vetet require vitaesetag gr tanpoet. ) tas y the wrerds testametes 3 J p,w=4 be@ gd.W ga, I A i. (J i ,, p, <

  • g Myreseste%17e est Septed whiet

) g verte shall aos preeeed witheast tae esmeest of its designated repre. J w C*'g oe sectative see required, the jp / v speettie he M pelats shall % tasteated is approprisen damm. umste. (104/114) Soettes 10.0 Sumery Cemanets l. em I. l SHEET 16 OF 26 t ? i 1 .~.. _

ff._ C3333333 I.-.. -~ 1 m f 3. .* c_ _-o l 8 46 M -Q._j CUmpany ~- 6 T-9 QA Pft0 GRAM STATEMENT O EVALUATION CRITERIA LOCATION 5 N n.o a cena p gl y w a~ (,, ( f y j,3 w. .1 A test program ahan h estehltated 8 4// to acesse tant en teettag requised / p /~~ to esaseetstes that itese vill perfora Y aettatastertir la service la Idestified Qh y* o 4. est portasund ta eneerdaram vita s -m - a== ..- - M vaiah c = . -- the regnaremmata aat aseeMasse Liaste eestaland la app 11 enkha destga dee=ames. (n.1/131) .a wt requiremmato ma assecame. pi-& / estteria chan lie proridad by *.be -:4.;.;. / esgenisattes reopenethle for the

4. V j";:p V

desist of the item indef test, talene otherwtae eastgested. [(4# (* (. Aa-3) t:::$: 3 The test program sha11 laelude as e appropriate prest testa prior to d' installatten, prosperettamal *.esta, amt operational teste darias suelear peuer plast operettee, of structures, systems, am4 eespaanste. (11=G/12*3) .1 Test preessu m 'sk. n taeluse powristame for assurtas that all. proseguisites for t!!e gives test have het met, that adequeam test lastais. g m to evallable W W, and the test le perforand inster suitable ear 12eumsstal eensittans. (n-3/laa, 3) 5 Test resulta.h n w 4es av.s a s A evah nted to assare that at. have w.au.ne. test.angstre. f/ / / (na/12-6) 3 4 I* t Scottaa 11.0 sammary Ca=amte 6 l l l snaar.M og 26 ........g n (, ., ~. -. _... _ ~

l. g-a.w - wnm ur um m m * ~~-'" 1'. / CORSER8!I . QMM g pays / - t y campany-s.. ,. l cAemocnAM STATEMENT Lav t'4'AoaouACY EVAtuATION CRITERIA LOCATION 8 N 18.0 ce=5cf. or mangECD A:lD 1I32 I h# 45NA !4 .1 Ilsesens enan to estenuense te essen that tortas CeCas, lastriesats. Y ens other asemertag and teettag envisse V =es = eeuv141 aff.esa, twa, 4.g / ese ps.,erir eenaeu.4, uuw. tee,- p est eeJustet at spesified Forteds te maintsia essereer vitata aseseearr limits. (M.1/1}.1) I+d 4" iR: = amie.ues,=.es a.a u.t met.aan = auwet.4,en:==. me entstatase esatast eeruftas i

  • fl/e {.b
  • telsamat havtas tesva valta rela.

i:ij:ii tiens4&ps to natisonny neeg61 sed

i.:.?,
g:p.

standaws. (. /13-a, 3) + 3 h tas:eest.=, enesurt:4 eat test etsigeant an feet to be cut of i eeubretten, an evalustaan saan be .$iii anda ens desmoseed of tas ve11dity of peeviens taspoetions or tests i$!!! r-neu1*.s and of the necepeshility of items previeusly taspected or tested. (-/13-7)

  1. i-f.p h f.aspostica, secourias, of test egaty.

!$si: s ammt eenstseently fanns ta he out of . ;,1; V [,/g,, f.h lig enlibrettaa staL1 to npains er nWasse. (. /134)

s.g 3

neesses san 11 he matatasmas eat %yMN dl,$ ega13 ment eeitably earW to indleate Y calthrstian status. (. /13 9) g f,g, h. ,c. essa,. s = SHEET OF to -+ sp' 4 rv-,- w w+y- -9 r-w-r ' v w wy3-w-.,.cr.--eees-- .=r,--r**---w--r-- + eeti. --e -w wm--cme.e-e+me r---**n ine-+- e+---

  • -- =

,v. CDASumW5 I ,... _E._ 'A'

  • +'

4'N';'- poner J L! /

h....,. C8mp8Hy v

\\ I L' QA PMQCAAM - STATEMENT EVALUATION CRITEAtA LOCATION 3 N 13.o amor.m semius, um smarrne A f.- .1 noes.m. mal k.e- - to i eestret me 4.iduas, seemse, ou,. f vins, elem1.s e.d pre m sties er , v 1 ustariel and agatpenas la essestanee v 1 vith verk ess *aspectate tas m O j to Presset danese er deserieratim. (13-1/lb1) l .E h acesseery for particular pre. deste, spostal preteettve earison. usets, such as Laert see atmosynese, specif1e asisture restest 1svols, and temperneure 1sveis shall he spoeifled and peeridad (and their estatesse verified). (134/lbal) 3 Speetal M WT tools ad ogstyneet shall be taspeeted and tested ta secordamse with writtaa precedures gg:g. and at specified tians te verify that the taale and equim

j
jjj::

adequatelyantatained.(aetarr/lbj)

fd
R

= 4 Specian atteattee stal.1 h giwa to preridams'adespate lastrastines for seruns and latelias ta peakestas, 55

  • sh13mmet, and storece of itene.

1% shaL1 he adatente to idestify,

ji<;ji tentatste, and preserve *Jne sh13eest,

.,.) s imelastas tatteestas of the presses. 3:9 et spesial ear.*rements or the need Ej,:. for spectal oestrol. (. A.bd,7) gjig! seetism 13 0 summary cemente s s v l O sitET.12. c, 26 ~ ..ee.. eem B ie-er -i.twp-e,-v-y-at- ,e -p ewy sywgw.. og.w--y.e- -yw-*r-*<-ee ,,ww,.*- ws a m-.m,wes+.g. .c-w-ew-,..ne,m,%-.c-e--J e --e.,s-s.

,ps -l em nure - p.v J.aawscucNf TEST AND OPERATDC STATUS ,y Estenmm I POY.T - v. Campany W. 2 4 '"d - QA M400AAM STATEMENy

  • Lavet,a AcacuAcy svAtuATscN CMTSAIA -

LOCATION 1 5 N 4. 14.4 m,1EBr AIS Opemaff!m 33m3 3 .1 Heesumes she&& to esten&sehet to 1masemen W use et aerusage seen as stamps, tese, takunta, ggggggg egg (g e er other outtehle asses, the steame et tampestsame and teste perfesuet upon ladividue& itsee. (141/131, b). 8 Meamuses she&& pswrfde ter the tese. titteestas of itene vttah how t-***^ A;1r passed requires tampesti me and taste, vnere asene. I easy te pavelmas Landvertent byreo. etas et oman taspeettame est teste. (14a/13.a,3) 3 Meneeres shall else k ee*m m an.d ter sadleet.tas the operatW status. of items suet as W taggiac valves anA switetes, 4 3/13 7) to provost !aedwrtset t operstaan. (1 .4 unaamree onesi taste pe.eederse for aestrul of status indiestare, 4 'a*1d ing the authoritr for sepLisa. taas and removal of ta

aortings, i

labelsmedstarpe.~(ge/13 4) ""ss:! a s 1 J 8estian 14.0 ammesy Ceummene 4 i l t ( t i i i i l + / i 4 I f i 1 S4EET 20 ~ CF 26 i + i .. _,. + .-,...,,--..-._-o, ,+-,.,.-y- ..,._e.,,,,.. .m, -,,.... _,.... ,._,m,_y.m- ., -......,..,, ~,, -.., - m.

1 .q. - ~ ] sect 10N'CeO, R G G MA MRIAL, P5Rt3 OR { vi we s.m t. j ~ Company s I g gapn0 GRAM STATEMENT LEYILI'AOIOUAOY EVALUATION CRITERIA LOCATION CCMMENTS S N j 13.s """"" 6 NMS ,q 1 atseseos eb.e n to estehLiehad te f / / 1 essa es o t.is - e, i esegeneses (servlees er est&v$ttes) theet de not seemssa to regassesmets la ester to peewest the&P instvortset i t ese er teste&&etten. (131/161N,4) .a uneseses eben testes as sesswerten. poemeenses fee identiftenstes, deseen. i tensen, eagegentes, dispes&tten, and i meh&A settee to ersected stCastantiens. l (1$-4/16=4,11) 3 ^ -r ttees she&& %e resteest sea asespees, nJeetes resetne er resortes ta seeerseene,vt u see n sense Deceederee. (13*]/.'6.], 7) She seegemeth414tr est setteettr far d me ais.estta et see-womie. stems f,, g,9* g:}; a :e; ehell to dettend. (. /1M) s

  • T

.) Repairst and reverted items shall ne Ih A' '! 5 yetsspoeted to essestesse vie a eu. pr.eeewes. (./14.s) l .6 h vbtet eastseL fleether pse. l[ s i I emesses. an&&serr, er teste&1staan et ' ;,j j } a - 'at er esenettie ties pesuhtag a destates es its 41sgestt$es ..R i she11 he esenhR 8maae and en&ste4eed. j -(. /16-4) -

! (

+9 7 Messene shall regetse desumentotten 2 '#;u.- i vorttrias the esseyteht:1ty et son. l essessutes &tems weitet have the elapsettles et "repett' or 'ame as i I se.' (. /1 4 ) A Mas et to ebenge, wetwee, t i .4 i er dortae&as that has toes eseepted ebena De desesseed to rosest the g }:::d eheap and* denote the es.be&lt MWR ) il?d i see84tise. (. /1414) E j .) Nueseems shall to estehLiched for estesadetes usemesessesses apart. tr to yesehener. (1 sura 3s.35 essenen13.sstemInsyassessee l 1 l f 4 I l 7 l meerJa o, 35. .. s. ~. eums. 6 -+----,e, ,T.---,--g--- +.2-ec-c.,-.-+y---.e,.wa-y,,,.----%,- .e. ...-,-e-,w#-,e+,,m--,..,m,-w.,.,..,w,.,.e.---,r.w-m.

". ~. .7 .........-.i.-- sGCTION 16.0 CCRRECTIVE ACTICN . ggggggg3 - POWtr s N W 1 STATEn4GNT I O I QA PROGAAas EVALUATION CAITEMtA LOCAT!ON NN g g 14.e coe ur m s Jerter d 1 lesasesse ohnu to estehtieted to esense 1 l that sensittees adverse to geality seek [/ es re11erse, selfmeuses, dettelseetes, i / 4eviettene, defoeuve esterta& est ,7 ogutemmat, est naasestesessasseen [/ tittet eat eersected. edverse.eems e,.1 m ee e ~ er-9 ..e to quality, the measures ennu essere.that the.et me f / .e.atue..e. es. ee.eeeu. T, ./ eatsee takes le proelude repetitt.as. (ts.a/17.a)

  • 7.'s

.) The identitteetten et etssitteest

  • 8 Mtions enverse la gvality, the

/ d j seuse of the enanistes, eat tae M .7 eerreettve eettee teses enau ne eesumeene end resorted to appropetene levole of aessgenses. (153/173) Session 14.0 Summary Commmete e e m I l. SHGST 23 OF-26 Y r ( \\ .(

____.mmm___.m_____._.__ _.,l.,.N .m... .Cnca.tr.o samr assummer neonos j s s! t power l N . Company i w gygg QA MN3SRAM aTATEMWef L& AGE N l EVALUATION CRITERIA LOCATH3N 5 N i 37 9 4485T M M .1 Suff8ehen f. seeds eteLL to ease. t.tand to far.tek evidnese et e.u. i vitsee atesettes ten &&ty. He f.eesde atm&& Amelade et least me it41ereses ene.u 1 e.s .f su peg 9 43 g y i i 4 et swisme. g. amp.uese U + 11 4"fai V t ,,,,,, m.4+,4% afd' pt.O Mt,1 / Ik9*Dcs't.I / /

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....e ' ' ~ ^g ,L. * + 5 g s a,- se d 'l*[tO"; M ASSUR. M RECCRDS =,p A r p' 4 C$$$$38!$ H Power.., 3. .Y Campany' W ~/ \\ i g ( LEVEt. iih0EQUACY gg EVALUATION CMITWRfA l.OCATION 8 N q 17.o SIAIET A38tlREE 3Eco8DS (Cated) KtN s .N / ans retrievahta. (17 5/16 3) w g7wi.1 .4 B sons.n.n se usettrianle 3 asseres shall be tadened, fA3ad, p $5kjj and antatatand ta fasilities that [" 6gpy.i @;p![k [ pewide settable eartresseet to maatstne deters:rattua or amasse i - y and to provost lau. (./181o) s .4 Begairessate for resent stormes trummaittaa, retaattaa ans

==4 %.hella \\M / t M4 / 4 a. Se established and desusented; 1.Q.\\"1 d.") b. Se esasistent with applicable f yy

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3e sens14teet with applienkta + presuroeses deem ssta; and N_ . i. yM ph 4. Destanate asetanet reeven. j / .1>tutr. w.ms.n 7

s sumere1, reverts v6tet ee m etly 14 east.T tae *as dutis esettstem i:!$$5 et itama ta the staat saem14 se c:

antatainsa ter tas ute et the di [IS-tr or ter tas evner. /18-a,3) ygih 4 - _m _ i = s seesten 17.o suemary commente g ,= 4 5 g \\ s g g I s ~ s ' \\ I* g y b s (, .k .s s d r w 'f x 1 .g-s \\ \\ i l _, s. sHesT.11 o85...*.. 6 N 4 s .f -P' + ' ' S d - m

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COR3mmK5 power -t o k..v. Campany = tavat. f. 4csou4cv N Ca mCaum s7ATuwNr cQuwurs EVALUATION CMtTIMLA LOCA 8 N 18.0 AIEG35 .x o rehe=5,4.pete..e pu-.a.=a A ,.rtaue mast.. man 3e earne est tes f w @. i / .. ~nza e.e,ne.e. s. esipeses er tae QA & N % &nVY & *$# Q }.)l9 / {.y J s. te=sas tas.ffnets,een .e pe,a-D p%g the progree. (18 1/19 7, 10, n ) a j J .'.natite steeld be esadentes period. !$ib!! teally er ca a reados, tascheduled ,.v g. '"g beste, or both. It le destratie v to esaduet audits.vtsee one er j sere of the fellowtag esaditions k "I' / ex$att J N } s

  • a.

%en it la seesseery te deter. )8 .$- )i] mins the cepe4111tv et a sub. g costruster's gus11ty saeuranse. w progren prior to emartlag of contreet er perehase eMer. ' fili Wee, after ommed of gestreet, l5S )' auffielest stas has elapsed for tae ta,1eoentattoa et taa

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gen 1&ty asseresse progree, est k

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it to epyrepriate to deteratee ((?$'{- 4 that the orgaatsauen to per.

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g fanges the 1%nsttees as defiand

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khen eignatteest thanges are , ;;g e /*.kC ,[ V* ende in funettomal areas of f),V [d l',.,.* e the gen 11ty assurense presres, )4 taalussag sienttlemas roerses. A;,!y, 4, f 1sations ses precedere g ,, i-w restetems. 1 . lit ) 4 '* .v 4. we. it to. speete ta.t $flf: '/ 'i+' matety, performenee, er reitahti. i.:. ity of the ites IA La Jeopasty due i te defistensies eat meneenteen.

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amansis the gamlity amoursese progreB* hhes a systeentie, tadependees f5,y!! e. essesseret et progres effest. lii:1. i. ^ p< tvessee er ites twauty or teth l La esasidered oneeseary. f ') 1 4,1 mlf / h f. %ee.it,,to seestdarse eseesseer

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.e.t.ue. of s ( quires serveest,e eettene. g /8 '59is re = /1913 to 19) 5555 ~ j i sNanT 32 Op 26

.. -.= j --] aussets hwow AW4JECD _ . (. MM e / I I mm . y empn QA PMcGRAM STATEMENT EVALUATION CASTEAIA LOCATION 8 N 34.0 AISE15 (Cames) C Iy 3 = e e =,e e,.e. i. f with writtes pseesdarse / = et ehmet&1ste by appropriately h / k tratans poresummi not asetas J/ ,$ ej j h "3 ; a:, 41 eet reopeastDilities la the emme but emit ted. g (18 a/19 a a A 4.i'V An audit plan ensult be da w leped to provide taformatice about the ) autit, such as the 1%mstiaast areas to be autitud, the nemme and .i!:Eii eastaammate of tacas who will perteau ?$5 the audit est tae -~--"== orneemanate, see tas estasi et report stastass ses reesmanese-iis tiens. . /19 12) is:i 5 Beepenstble amongooses sho u teme gI / UM( /h)1 T assessary settee to tornet the 1, detteteeries M by the audit. ' gw (. /19 4) [D,4.\\ 4 f.( A wMT .6 Anait realte sheu de duumentes ens reviewed ty sensemeest twtsa popeastbtaity is tae eres antited. 6p 3i) f, w (&3/19-3) .6 6# Q 1 reales-ep eettee, teelmatas reematt son teit-t nee a m t.e takes f y 42fl8 or dartesent e enen / ..,) w.+.i Seettes 10-SW Commeste i' .I \\ e d I l e 9 e sheer 2s op'26 e.* -noa

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we em .m e.. ..e-a s.a e .ga s.>.+ ..se= h. 5m.m a m.mm mm. .,wwg..,..aea m -.. is-Sh a. e. .ae ...mm 4. ma=* .4 b e... 6 e We e 6.- 48 4 .W.

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9. _4 q-- I i Bechtel Power Corporation Sr c's.:cv.a ceu-,y O b0 lSC m ame. e., mr

  • "S'a 'em d

MAY 2 5 G77 _u RELD QUAUTY A55URANC2 M*7 13> 1977 MIDLAND, MICHIGAN Consumers Power Company P. O. Box 1963 'iidland, Michigan 48640 Attention: Mr. J. L. Corley Job 7220 Midland Project Subcontract 7220-C-210 Addendum to Canonie Con-struction Company Q.A. Program Dated 4-5-77, Rev. 3 BCCC-2523 Referenca: Bechtel Pouer Corporation Letter Number BCCC-2215 Dated December 16, 1976 to J. L. Corley

Dear Mr. Corley:

We are reviewing the subject addendum to Canonia. Construction Company Q.A. Program dated August 26, 1976 to assure compliance with program requirements. A copy of this addendum is hereby submitted for your concurrent review and comment. 4C W - Rey, May.we bave your coussents by May 30, 1977. fj very truly yours, Q,-

m.]

My f.j' s /: X ,. J. F.dfewgen. %i N; h a. JFN/JCC/JV/dja

    1. C '

w N[ Enclosure cc:. J. Connolly Q T. C. Cooks / G. L. Richardson / l intru 1 ,w<.e, -,,.s ,-n-e ->r,,- w-- ~ -, ,-e,- -~e --w-- ,.v

v. - + -,

--v- =-e

.<~ /._ .....eem -A hFs dhCjlB CONSh:tUCTION CO. / P.O. cox 5c9 / u.s. 31 te M43 / south HAVEN. MICHICAN 4009o [(GIG) 6371171 I

  • t Mr. John Church

. Subcontracts Department .g g .g y f Bechtel Power Corporation g pggygR CORP. P.O. Box 2167 Midland, Michigan k8640 J O 8 7 2.2.0 /2 v 3 pett Si#n; ~. -

Subject:

Consumers Power Company ,j h, Midland Station Units 1 f 2 Bechtel Power Corporation Subcontract #T220-C-210 Plant Foundation Excavation and Cooling Pond Dikes Canonie Construction Co. Quality Assurance Program dated August 1976 ,. 'f '. Addendum dated h/7/TT, Rev. 3 .t

Reference:

Contract Change Notice kk-F, Ser # C-210-B-190, dated h/21/TT - F-Letter dated 6/29/76, J. P. Newgen to Canonie Construction Co. W. Letter dated 9/1h/76, J. P. Nevgen to J. McKane .[ *.... y. ' _s',,, '? *. ?f.)

Dear Sir:

4 T';.... ~ In response to the referenced letters above, Canonie Construction Co. 'c..' 4 submits for your review, comment, and acceptance the attached addendtas to the subject Canonie Construction Co.' Quality Assurance Program. This ad-U,;' dendun shall be applicable for all work covered by the above referenced 0 I subcontract for the scope of work defined in the referenced specification. Work requiring the inplenentation of the Quality Assurance Program is defined in Exhibit D, Technical Specification for Plant Foundation Excavation .e" and Cooling Pond Dikes, of the subject subcontract specification. The Quality.. ?[, related activities so defined are as follows: (, ';d.. . : c.. s A. Placer.ent of plant area backfill and ber= backfill. Backfill is defined by section-13.2 of the referenced subcontract. . r.? ) 3. Moisture control of the plant are's and bem material to verify [ confomanet to the provisions of section 12.6 of the referenced -: #.1-subcontract. l

d' C.

Compaction requirements for backfill in the plant area and the berm to be in compliance with Bechtel requirements stated in section 13.7 and 12.8 of the referenced subcontract. .-e, [ e 8 s s s Earthmoving / Piling and Caissen Foundations / Power Plant Construction An [quelOppnetunity Employer -p.~, 4.. .m-.--..,,--,_wq y ,:s-.. ,.... -., ~ _, _ _., ---9.,._--.-,w ,-,,a .w_-.w.,e,r...w.__ i,._i-y.4

t ~ .i Mr. John Church Page 2 May 3.-1977 .Further, to assure the successful execution of the above referenced subcontract in compliance with all owner / architect / engineer-constructor requirements, the attached addendus shall be in effect until such time as it is revised or terminated in order to affect the successful i=plementation and comnletion of all work. G W. R. Moore Q?_ : Quality Assurance Engineer, Canonie Construction Co. '.s ', }f, t 8 Yb s &J_ s ..s ' f J. K. McKane f, Vice President, . Earthmoving Division; Manager of Quality Assurance, Canonie Construction Co. ' ;c ... c. WM!/bv Enclosures (1/1) , 3 o :..". cc: J.K. McKane . r; ' - . ll';l..

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== = '_N i'/ REVISION l l y Canonle CONSTRUCUCN CO Datra 4/5/77' Page 1 of 13-Rev 3 Addendum tor

  • Canonie Construction Co.

Quality Assurance Manual Dated, August, 1976-Contract: Bechtel Subcontract No. 7220-C-210 ' Location Midland Station Units 1&2-M1M and, Mich16an ' ownerr Consumers Power company

Title:

. Supplemental Requirements for the 'Canonie Construction C. Quality Control.. Program for Q Listed Areas 1 r e. + t 4 v ] e e 1 i l t e e O.

4 y M CEMQMlac

  • * " ' ~ ~

Page 2.of 13 .9 7.. Ttem T. chanzest l .. T :';,*:, .p... ; i Add to para. 2, section 1.0,

Introduction:

'TheQualityAssurancemanualshallbesupplementedbyQuality:/.y,/f,. '. A" Control procedures written to clarify and further inplement the ,6 Quality Assurance program of Canonie Construction Co. Prior. g. ;.,.... to site inplementation. these procedures shall be approved by q y:., f," - the Manager of Quality Assurance, Canonie.Construetion Co.' and ?.V. the Contractor or appropriate owner's representative. All Quality :. Control procedures shall be controlled.in the same manner as the.'f. ' Quality Assurance program and revisions and addenda shall be re '.c $..e. I viewed and approved in the same manner as originals. These pro- ' cedures shall indicate the scope of activities covered therein, the '? Personnel designated by said procedures with responsibilities byV job title, and shall provide sufficient instructions to clearly '. q. indicate what activities are necessary to demonstrate compliance ?Y l with the accepted Quality Assurance program. w . Kp Delete para. 3, section 2.4 as written and inserts ,-l. t The Quality Control Engineer shall have the authority to stop' the continuation of work that is deficient in characteristic, 5'h documentation, or procedure which renders the~ quality of an item s' l unacceptable or indeter=inant. This shall include, but not be limited to physical. defects, test failures, incorrect or inadequate f documentation, or" deviation from prescribed processing, inspection " i or testing. procedures. ?- Delete sentence 1, para. 4, section 3 1 as written, and incert Activities which may be routinely perforned by Canonie Con-J> struction Co. as part of inspection servicest on a project, such* as concrete testing, structural earthwork control or testing of reinforcement steel, shall be conducted to recogniced standards i or referenced specifications. Delete sentence 4, para. 2, section 3 2 3 as written.and insert l Revision ' receipts shall be signed and dated by the assignee, or designated representative, and returned to the Manager of Quality 'f i Assurance within 15 days of receipt. .0 D.'. Delete sentence 4, para. 3, sectbn 3 2 3 as written and insert: A new approval sheet, signed by the President, Canonie Con- \\ - l .struction Co.'and the Manager of Quality Assurance, shall'be issued to' indicate the current revision nunbar and date of the I manual issue in effect. Thi's shall indicate Canonis Construction l Co. acceptance of the policies and p;ocedttres defined therein. Delete sentence 2, para.1, section. 3 4.2 as written and inserts,- ~ A file'of all Quality Assurance / Control record: shall be main-tained to comply with all owner / constructor contractually specified / . requirements. These records shall be maintained as required by ) 1

1 8 g Canonte: ~ Page 3 of 13 7' this manual and, applicable ccde and regulatory requirements..,,' .,v Delete sentence 2, para. 1, section 4.4 a's written and insert For all the varicus activities included in the scope of work for the referenced specification. . r.. - Item II, Sunnlements: 1.0 orranization ~ c The Canonie Construction Co. Quality Control Organizational ,s.1 interface with the Bechtel. Power Corp. is shown in figure 1.' d (... .1.1 The Pro.iect Mana er performs overall site supervision to ensure that construction schedules are maintained and that the work is. performed in compliance with drawings and specificati'ons. He coordinates work with the sita. - - Quality Control Engineer to assure compliance to the accepted quality program. l'.2 The CC Engineer has responsibilities and duties as follows: 1.2.1 He will docunent the classification of the borrow by the Testing 'Iaboratory to the Project Manager for use by the Field Foreman. 1.2.2 Eased on borrow selections he prepares daily reports verifying by station, by zone, the fill ' placement, the moisture control,'and the com-paction conformance necessary to meet specs. .3 1.2 3 In this function,' he is conpletely mobile and . will by available for comment from the General Contractor's inspection force. He will be in communication with the Project Manager to correct - any' deviations in the fill requirements as i established by the project specifications. 1.2.4 The quality Control Engineer has the authority ' to assure total compliance to the Quality Assur ' ance/ Quality Control program by all Canonie Con- *[~ struction Co. Personnel. 13 The Field Sunerintendent shall initiate compliance w'ith the borrott/ cut programs as outlined by the QC Engineer through the Project Manager. He shall.be responsible for. 4 reporting field production requirements to the Project Manaser. l.4 The' Project ' Ens-ineer shall work cloccly with the pro- . ject manager and-QC Engineer to establish survey and ,w v-., -...-.---..--..m-

. _ _ = _ _ _ _ _ _ O t p_ - i _l CanCMIS-Page 4.of 13 ' I, l control. methods required to assure, proper definition 4-of zone fills and lift controls. .p.y 2.0 _ , ' '? ;- Quality Control Program . 2.1 The Quality control Team or member shan 'be r.esponsible' r for. quality control and documentation for all Q Listed'.

  • areas as designated by contractor's and/or owner's 7 ',,'

specifications. The inspection. unit shall assure that - .' 5 the project specifications are strictly enforced. Quali-4 i fled and experienced personnel shan comprise the inspeo,. n tion force. 1, m 1 2.2 The Quality Control Engineer and/or his reuresentative .~ shall be responsible to che Canonie Construction Co. i project QC manager and shan be independent of pro-1/ duction, construction, scheduling and procuremen".. i h,# ', e 23 The CC Eheineer shall develop, in the course of his j. duties and as required, adequate forms, charts and logs f to compile.and assimilate required QC information and documentation of Q listed work. 3 t 2. 11 'All QC Records and Documentation shan be stored in a fire resistant filing cabinet. The records shall identify the inspector or data recorder, the activity 4 monitored, date of inspection or test, test results, acceptability and any corrective action required or i-taken. This information shan be supplemented as required. s '.c l 2.4.1 The on Site Records shall be flied in'an orderly 4 fashion and shan 'ce readily identifiable and retrievable. Upon completion of construction work, records shall be turned over to the owner's operations group or his designated repressatative. i + j .25 The oC Eneineer shall assure that the proper zoned 1 -materials-are delivered to the proper location,and the.. proper compaction control is performed as required by the, specifications. l i 2.6 The QC' Enmineer shall schedule his work so that alf operations, reports, documentation and related items shall be available to - the contradtor and/or owner and to facilitate the establishment ' or a functional inter-face between the' appointed testing laboratory, general contractor and field superintendents. ~ 2 7 The QC Reoresentative shall become familiar with the testing laboratory personnel testing methods and indi-vidual' soil classification characteristics. e, +-,r y y- - - r+,,.-r--*t-y--rr- + v-v r w re w-we -r~* w ero-e - >g -m v -cwe-wre-.e--,---e---w+n--=ww-e---e-e-+w wm -,ers--r-ee. ew e-~zw w-,~---wes w-e-e-s* e-

gai r = -n CEM G"IlS E w r.p. ' 1 l l- *: Page $ of 13

n. M:.

2.8,The CC Engineer's level of authority shall be equal -[gy, to the highest ranking prcduction unit ice supervis,or . *.h.'- or superintendent. The QC Engineer does not direct C '- work forces, except through supervisory p,ersonnel, and. ' J )l.;,' then only in quality related areas to insure compliance %*g;.;, j with job specifications,. Procedures, and drawings.,,,. 'le. :,.., N.$.. ;..D 6.0 Document Control s. o

il-l
'i, 6.1 Inder Card File System

~ ~-l:-;,i.... 7 6.1.1 Individual Card'for Zach DWG shall be maintained 9[ listing ' t Hs: .'s P Fl i D'4G Title.and Nur.ber - 'h U.

  • .-y T'ss Revision Number

&.. e-Revision Date J./ Date Received N.!' j Number Received Classi'fication: Preliminary k i~ or Approved L,. Distribution: Stick Number or Name of Person I: drawing is issued to L 6.2 A Drawinz Su: mary List shall be maintained listingi . d l Stick Number 4 i,- Drawing Number. i - -'./. Tit 1e RevLsion and Date T j Status: Preliminary or Approve 1, ,.a 6 3 )rawine Awareness i s 1 New or revised drawing will be routed to assure all ./',. l Personnel concerned are aware of c:unge. A list of ';. Ji document assigness shall be.mainta.nmi to assure proper t distribution. , ', ',i 6.4 Separate storage of Superseded Drat ings ant'. Specifica-t .tions-to Haintain Adequate contrcl shall b' provided. All superseded documents shall,Fe 5 olded. 6.5 Document control shall not de cont < sed. wit.'t documenta- ..? tion control. It is not intended that doctment control shall be specifically a function of the quality control' . Engineer. An authorized agent of the'QC Department may. 0 I c v -_...,.~.,,,-.,--_.,r., p. ,,.,_,.,,,m,m.,...p%.,,..w-m.,,..-.,m.,%,,.+%

j., c====C CanQMle: _..v ~ ~,: 'f Page 6 of 13 , perform the document control function. . Documentation

l.,1-

'shall be a function of the QC Engineer and shall show all pertinent information as required by.contractozb

  • ' # ~ ~

specifications. .. ;. f

  • 8.0 Tdentification and control of Materials. Parts and 'Comoonents *.'

8.1 The QC Recrosentative, working with the general con- ,j tractor's representative, shall inform subcontracter's ,e

  • 's-field supervision force of soil classifications in
  • l.,,l.7 borrow areas as designated by the testing laboratory.

15 0 Non-Conformine f*aterials, Parts or Comnonenba

n.. -

15 1 Comenetton Ecutement ?.,

  • 7' 15 1.1 The utilization of dissimilar compaction equip :

ment outlined in exhibit D of 7220-C-210 shall be as follows: 15 1.2 The owner's testing laboratory shall be re-quested to perform tests on controlled test-fills within the embanlanent as required to . determine pass requirements for each individual type compacter. 15 2 anckfili Materials In the event that non-conforming materials are dis covered in borrow areac by the testing laboratory. the contractor shall be notified for disposition. Non-conforcing material shall be removed and/or dis-posed of as required by contractor.' 16.0 Co m etive Action

  • When corrective action is required the following outlina of activities shall be followed:

16.1 Identification of source of non-conformance. 16.2 Evaluation of causes, conditions, present requirements and potential solutions. 16 3 Implementation of corrective a,ction. 1 6. 11 Co'ntractor and/or testing laboratory analysia of l problem is required if caused by oxternal, uncontrol ' 4 lable sources, ie. excessive precipitation causing moisture content of cohesive soils to exceed accept-t anne crilaria and preclude conformance to compaction requirements - ) s

%. -=t n - -z CanCnta:: ",. Page 7 of 13 1 ;. < 16.5 When internal corrective action is' required, it shall

  1. ','.E be documented for review and concurrence by the QA 7"
  • Manager.

If the causes of non-conforming conditions . O 7,[. are external and outside the specified jurisdiction of the subcontractor, recommended corrective action. ' ','c., shall be requested of the contractor and/or his agent, v,;'.: .and ahall'be eoncurred with by Canonie site quality i:~.;. contro1. 4 16.6 Documentation as required by owner shall be e.aintained '. [..[.2 in accordance with document control procedures. ' */ *:

p. !.';.

17.0 cuality Control Records shall be compiled and submitted to Sechtel for their re. view and retention. Copies shall be / maintained by Canonia Construction Co. and shall include related data such as qualifications of personnel,. Procedures, i and equipment. Consistent with applicable regulatory require-,*- ments, the owner / contractor shall establish requirements con carning record retention and turn-over, such as record detail and type, and systems effected. Canonie Construction Co. ' Quality Assurance shall be' notified in teriting of any and all changes in documentation requirements. 17 1 The following forms shall be used to document the . implementation of quality program on site. ..? 17 1.1 Li.f t Thickness control - Fictre 2 By determining elevation before and after place ' ment operations from grade stakes, the QC Engin-eer shall 4etermine the lift thickness achieved. He will prepare a report from infor=ation listing the following data Observation Zone Work location ' Size of Arca Elevation (s): Before After Lift Thickness Date These random lift thickness checks shall be performed on an average 'of two areas daily de-pending on the trorking aros conditions and the materials classification. 17 1.2 Comcaction - Future 1 On a daily basis the QC En61neer shall prepare. 9

.~ ~ 1 ^ Vj -1 canante

  • Page 8 ot*13

).., .. (. f ' a report for each zone and work area listing the following information: date, shirt, veather. festures, foreman,' i station, offset, elevation obtained, results of roller speed checks, equipment numbers, type, and frequency checks. *

  • including vibration rate checks and time taken, and load j

counts. .K 17.1.3 Borrow Accentance - Fixure L, The QC Insineer vill obta14 classification of material from the Bechtel representative and/or the testing' ,. k ' '. laboratory. ,f 17.1.h Deficionev - Corrective Action'- Figure 5 ' .YJ When notified by the Bechtel representative that a deft-ciency exists the QC Engineer shall note.the date, time, i feature, location, shift, foreman, elevation, and type of deficiency, ie. failing test. He shall notify the project manager or his retresentative and corisetive actione shall be, implemented. After corrective action .s,- I implementation, a new test shall be perfomed and the { results noted. Where necessary, further corrective j action shall be instituted. 17 2 ouality Assurance / Control Records l El the aforementioned reports shall be compiled and submitted to Bechtel for their review and retention. Copies shall be I maintained on file by Canonie Construction Co. y., .18.0-Audits 4 s A systen of planned, periodic, and doc *mented internal audits has been established to verify compliance with all aspects of the accepted quality assurance program. 18.1 Audits shall.be performed in accordance with vvitten cheek lists ' by personnel qualified and trained in the performance of audits l and familiar with the scope of work being performed. P 18.2 Audit personnel shall be selected to preclude the possibility of

  • Personnel participating in sudit activities in areas where they have direet responsibility.

18.3 Auditresultsaredocumentedandreviewedbymanagementpersonah having responsibility for the areas be,ing audited. 18.h Corrective ' action is implemented to correct deficiencies reveales by audit activities, and to correct systert inadequacies determined to be the cause for significant conditions adverse to quality. 18.5 Audit results and corrective actions are reviewed by upper manage-ment to determine the effectiveness of the audit program in correcting conditions adverse to quality and to verify the I nl eag e n* 4 an of ea..ng.6 4..a na* t e.g. i

1 .,. y. 5.n f. ..;f Sc:==1_ _ Ciliin onje_ f.

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. ? Page 8-A of 13 ..;.{.{.; 18.6 Where necessary to establish objectire evidence of imple- . mentation, corrective action shall be verified'by the perfor-l' 2 ' mance of re-audits of those areas previously determined to be non-conforming. . *,. h.*.7 ~,.:- ....i.... .?...... .. : i-. ~. ...c-e. r k. .s .t u ,.... i.h7

5..

8 m $g e s se a p, e I e I

ie Midland Station Units 1&2 I' .Z '.~7 - e M i - ' " " I P1' ant Foundation EEcavation & Cooling Pond Dikes canorwe. s l ~ President i Canonic Const,- Co. Consumers. Power Bechtel Power ~ Company. Corp. l l Group Vice President Quality Assurance l Division Leader Engineer l 11gr'. of Quality Assurance t Construction M6r. l l I' Bechtel Power w l I Project Itanager ---- - 1 I l i e f - ~.- ~ ~ l Corp. Equip. Supt. Projent Engineer Field, Supt g__] Orrice Ingr e Quality Control._.] Test lab l o Engineer H u t l 1 Direct liesponsibility Communication.

o *t e >+

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- _... - = _ l e, 4 '4E Figure 2 3 132 Rev. 1, 7/26/73 = canoniaz 1 Page 10 of 13 - ,1,2,;j.. HIDLAND NUCLEAR UNITS 142 P.M. CANONIE CONSTRUCTION Co. G.S. F.S. LIFT THICKNESS CRECK ... w ...~r.. .r c.. ,., p... CBSERVATION RUIGER: DATE: ZONE: LENGTE: } ....l* STATION: TO STAT. ION: WIDTH: ', e"g 0FFSET: ..n. 7

...e.

ELEVATIO!!: BEFORE AFTER LIFTTHICb7ESS j BEFORE ATTER LIFT THICKNESS s i BEFORE APTER ' LIFT THICENESS BEFORE AFTER LIFT TEICKNESS j AVERAGE LIFT THICK. NESS e ..v. i REfIARICS/ SKETCH: '7 s j r . j. i, .it .,y , r. s-e BY l CAHONIE CONSTRUCTION CO. i QC REPRESENTATIVE l N., [ I I i e

- = -

y.;

s.p t M Figure 3 C a n c nje z;.r.h Rev. 1, 7/26/73 l m Page 11 of Il3 I MIDLAliD NUCLEAR. UNITS 1&2 P.M. CANONIX COESTRUCTION CO. G.S. F.3 i FILI. PI.ACEMENT SA-CC DAILY REPORT FEATURE: DATE: ?..'.*.

  • l

( ) EMERGENCY COOLING POND BERM SHIFT: 2'- ( ) PLANT AREA FIIIS WEATHER: 'i ( ) R/R EMBANKI2NT FOREMAN: .. P.'l 1 ( ) LAYDOWN AREA ELEVATION:

  • * ' i "

( ) COOLING POND DIKE STATION: To STA: OFFSET: 20!TE: M0ISTURE TESTS: ()1 '( ) 14 ( ) 1-A ( l+-A f $ 'f)6 LOADCOUNT CQMPACTION 4QUIFFJ.NT / n.

  • EQUIP.. NO.

TYPE FREQUENCY ' TIME SPEED l l i l j l REMAPlis/3XETCH:.:. \\ { BY CANONIE.CO.NSTRUCTION CC m

j 4

  • h Fic;ure 4 C a n O nle.r Rev. 2,. 4/12/74'

....y, y; Page 12 or'13 ,;,. f

  • ..1

. }iIDLAND NUCLEAR UNITS 1&2 P.H. CAN0!!IE CONSTRUCTION Co. G.S. F.S. BORACW PIT ACCEPTANCE ,... ~; AREA: , ~,. ) CCOLING POND DATE: P ) DIKE FOUNDATION GRID LOCATIC11: l IRTF. RIAL: ( ) IMPERVIOUS ZOITE 1 ( ) IMPERVIGUS 20F.E l-A APPROXIHATE ELEV ( ) P.ARDOM ? SEETCE: ,i- ~ ". The above area has been found to conta'in a suitable amount or material conforming to the requirements of the specification and, tnerefore, has been classified a borrow area. ~ It is understod.d that the borrow pit shall remain.so designated .until there occurs it marked change in the characteristic of the excavated materials. RE!! ARKS :' Bre-By BECHTET. PC'.IFR c00P. catictit v coNsm ;ricTTore en j

...c4 - (- Figure 5 3 Rev. 1, 7/26/73 k m q-CanQnte:_ _.r m_ Page 13 of 13 ? *i,:L ~ ~ HIDLAND NUCLEAR UNITS 1&2 P.M... CANONIE CONSTRUCTION Co. G.S. P.S. DE5'ICIENCY CORRECTIVE ACTION REPORT

  • ~DATE:

-TIME: S'HIFT : -r PEATURE: FOREMAN: \\ LOCATION: ELEVATION: l i DEFICIENCI: ,e 4 ~ . CORRECTIVE ACTION: N l SUGGESTED PREVENTATIVE HEASURES: 1 i 4 t CORRECTIVE ACTION QUALITY ASSURANCE:' + 1 TESTING: i 7 CTEER: SKETCE (IF REQ'D): e s ' 3Y: BY: BECF.TEL 70WER CORP. CANONIE CONSTRUCTIO!! CO. e e ses o. ,.,..n.-- -wn-.- - -n_,, .,,.,,,,,,.,.,,.n,e en,m_.,- n.._,. ,,x

e . = _ = ~ Bechtel Power Corporation = Post Ofnce Sox 2167 j Mediend. Mechegan 48640 l May 13, 1977 Consumers Power Company P. O. Box 1963 Midland, Michigan 48640 Attentions Mr. J. L. Corley Job 7220 Midland Project Subcontract 7220-C-210 Addendum to Canonie Con-struction Company Q.A. Program Dated 4-5-77 Rev. 3 BCCC-2523 Referenca: Bechtel Power Corporation Latter Number BCCC-2213 Dated December 16, 1976 to J. L. Cora,7

Dear Mr. Corley:

We are reviewing the subject addendum to Canonie Construction Company Q.A. Program dated August 26, 1976 to assure compliance with program requirements. A copy of this addendum is hereby submitted for your concurrent review and comment. May we have your comments by May 30, 1977. V ry truly yours, f di> \\ J. F ews J7N/JCC/JV/dja Enclosure car. J. Connolly T. C. Cooke G. L. Richardson

= _.. 1, p..- s C a \\,.,. 3 bnons corNT:uctioN Co. /e.o. nox ses / us. si a n.33 /soura w^ven. uicnic^u 4coso / toisi

  1. 3' 3 I[ i$ k h k b 3.y w,-

Mr. John Church ^ Subcontracts Department. .g.7 g .,.p J Bechtel Power Corporation E POY!EE CORE *" h[. P.O. Box 2167 Midland, Michigan kB640 JO B 7 2.2.0 /6 v3 Y E. pet.f5%.W;

Subject:

Consumers Power Company Midland Station Units 1 & 2 ,,. f.k .d *.G. Bechtel Power Corporation Subcontract #7220-C-210 Wi" G Plant Foundation Excavation and Cooling Pond Dikes Canonie Construction Co. Quality Assurance Program ' '.;,0 dated August 1976 ['. '

  • Addendum dated h/5/77, Rev. 3

Reference:

Contract Change Notice kk-P, Ser # C-210-B-190, dated h/21/7T

  • '..V'-

Letter dated 6/29/76, J. F. Nev5en to Canonie Construction Co. . :p.' Letter dated p/1h/76, J. F. Nevgen to J. McKane .].iy.

Dear Sir:

e

  • . y;(..
'.W s In response to the referenced letters above, Canonie Construction Co.

.';g ~ submits for your review, comment, and acceptance the attached addendum to ' " ',s - the subject Canonie Construction Co.' Quality Assurance Program. This ad-dendum 'shan be applicable for an work covered by the above referenced ,2-subcontract for the scope of verk defined in the referenced specification. J..e Vork requiring the implementation of the Quality Assurance Program is (- defined in Exhibit D, Technical Specification for Plant Foundation Excavation y and Cooling Pond Dikes, of the subject subcontract specification. The Quality w,..] i related activities so defined are as fgliows: .' [. - A. Placement' of plant area backfin and ber= backfill. Backfill is . E. defined by section 13.2 of the referenced subcontract. <. / i B. Moisture control of the plant area and berm material to verify '? T .';t conformance to the provisions of section 12.6 of the referenced ,[- subcontrset. C. Compaction requirements for backfill in the plant area and the herm to be in compliance with Bechtel requirements stated in section 13.7 rad 12.8 of the referenced subcoetract. l s .i PHing.wJ C4 sion Foundations / Power Plant Construe:lon (( Earthmoving ' / i ' An EqualOppwtonity Employer i .,,.,,,...-..____,_r.- _~__, ._y -., ~,., ~ -.. _ _,. _ _ - _., _..

.o. m Mr. John Church Page 2 May 3, 1977 Further, to assure the successful execution of the above referenced 9 subcontract in compliance with all owner / architect / engineer-constructor requirements, the attached addendus shall be in effect until such time as (~ it is revised or terminated in order to affect the successful implementation J-and completion of all work. f 1.. T.'. ~ V. R. Moore (s .,,u.

'. 'i.".

C.uality Assurance ?.ngineer, Cenonie Construction. Co. .,t...,.. ', fs 0 . h.. s J W- '.; L* f ' mll ) J. K. McKane '.,*j. Vice President, 'J. Earthmoving Division; ~ , ' Y. Manager of Quality Assursace, ~f:.^. Canonie Construction Co. .M. - - c., WRM/bv Enclosures (1/1) cc: J.K. McKane ? '. i ? i:- 2 r l

    • * *d
  • '.y r.,.

'~ .,',* y% ' l /. ,').- l j t l I a e l l p 6 0 l l e -.. ~,. y y.., - ..p.-.4 ,y y. ... - -,w. c,__, ,.. ~

. I:... Y ' }V,A<Nts-AL t.Th \\Yht & l l lt h T L n ~ ' \\ ,/ - -.a t==:== n l REVISION I ,4__ _ _ _ - _ Canante coNSTRUCDON CO Dats's 4/5/77 Page 1 of 13-Rev 3 Addendum tos-Canonie Construction Co. Quality Assurance Manual Dated, August, 1976 Contract: Bechtel' Subcontract No. 7220-C-210

  • Location:

Midland Station Units 1&2 Midland, Michigan . Owner: Consumers Power Company f

Title:

. Supplemente.1 Requirenents for the Canonie Construction C Quality Control. Program for Q Listed Areas D g o kW g e,' e k s. s 9 1

{- A.. j M .f Cancnla:% J. Page 2.of 13 7 ~ '. d. U *,. I Item I. channest '..fG, Add to para. 2, section 1.0

== Introduction:== The quality Assurance manual shall be supplemented by quality (.,I.f]/ .I .a i Control procedures written to clarify and further implement the .* l ' '. quality Assurance program of Canonie Construction Co.. Prior..,[-f *"# ?* l to site implementation. these procedures shall be approved by f? 3 the Manager of Quality Assurance, Canonia. Construction Co. and N,V the contractor or appropriate owner's representative. All quality.. :. control procedures shall be controlled. in the como manner as the

  • .g.

I i quality Assurance program and revisions and addenda shall be re ".,. .* *. l f viewed and approved in the same manner as originals. These pro- ? ?* cedures shall indicate the scope' of activities covered therein, the '? ' personnel designated by said procedures with responsibilities by'. al ~. job title, and shall provide sufficient instructions to clearly.. indicate what activities are necessary to demonstrate compliance j with the accepted quality Assurance program. . i * ' ' *:. ,..> ;a. Y. s.. i i Delete part. 3, section 2.4 as written and inserts The quality Control Engineer shall have the authority to stop' l/,.. e r i. the continuation of work that is deficient in characteristic, N!* ~ L documentation, or procedure which renders the quality of an ites .6 unacceptable or indeterminant. This shall include, but not be i limited to physical defects, test failures, incorrect or inadeguate '^. ] documentation, or' deviation from prescribed processing, inspection ',. j. or testing procedures. j. j Delete ' sentence 1, para. 4, section 31 as written, and inserts P ",.' 1 Activities which may be routinely performed by Canonie Con- ' ' i;Q ' i i struction Co. as part of inspection serviceseon a project, such

  • i j

as concrets testing, structural earthwork control or testing of, 'i j F reinforcement steel, shall be conducted to recognized standards or referenced specifications. .r. Delete sentenos 4, para. 2, sostian 3 2 3 as written and insert: i Rayision receipts shall be signed and dated by the assignee, or designated representative, and returned to the Hanager of Quality- ' F-l Assurance withih 15 days of receipt. ..y. " P. Delete sentence 4, para'. 3 soothn 3 2 3 as writton and insert: 4 i A new approval sheet, signed by the President, Canonie Con-i .struction Co. and the Manager of quality Assurance, ahall'be , *? ' l 1 issued to' indicate the current revision number and date of the annual issue in effect. Co. acceptance ' of the policies and procedstres defined therein.Thi's shall ind {. t a Delete.seritence 2, para.1, section 3 4.2 a's written and insert j A file of all quality. Assurance / Control records shall be main-tained to comply with all' owner /sonstruotor contractually specified ( requirements. These records shall be maintained as required by 1

  • g.

g, e D t m., ._.,,_,,.____,_.,-.,,,.___.._,,...m--,.__,..~,_,._,_.._,_.,_.,__

ig CanQnte: _ Page 3 of 13 e this manual and applicable code and regulatory requirements..,,,, ',. ...., n. Lelete sentence 2, para. 1, section 4.,4 a's written and insert For all the various activities included in the scope of work for the referenced specification. Item II. Sunciengj;,3, a 1.0 Orranir> tion The Canonie Construction Co. Quality Control Organizational 'i interface with the Bechtel. Power Corp. is shown in figure 1.'s' ,.n .1.1 The Pro.ieet P.annrer performs overall'sita supervision ll/,' to enuure that construction schedules are maintained and., tFat the work as performed in como11ance with drawings a.1d specificatt'ons. He ocordinates work with the site. quality Control Engineer to assure compliance to the 'i, accepted quality program. .' i 1~.2 The oc Ensinnar has responsibilities and duties as follows: 1.2.1 He will document the clasaltioation of the borrow by the Testing 'Iaboratory to the Project 11anager for use by the Field Foreman. 'I 1.2.2 Eased on borrow selections <he prepares daily reports verifying by station, by zone, the fill

  • placement, the moisture control, and the com-paction conformance necessary to meet speos.

r 1.2 3 In this function, he is conpletely mobile and . will by available for comment from the General Contractor's inspection force. He will be in communication with the P,roject l'.anager to correct any deviations in the fill requirements as established by the project specifications.- 1.2.4 vThe Quality Control Engineer has the authority to assure total complia' ice to the quality Assur-ance/ quality Control progrsa by all Canonie Con'- struction co, personnel. i 13 The Field Su'Meinten%M shall initiate compliance with the borrow /ouc programa as outlined by the QC Engineer through the Projvot Hansger. He shall,be responsible for. reporting field produccion requirements to the Project. Nanager. .l' 1.4 ' The' Project! {yGmer shS11' Work closely with th9 pro-jectWyager! and qC Enoneer to %stablish survey and e w. ... >.--+

F M C ancMIS- ", Pags 4.of 13 control methods required 'to assure, proper definition

  • g.'.,;

of zone fills and lift controls. 3 2.0 cuality control Prorram '. '[ . 2.1 The Qual.L.tv Contro: Team or member shall *be responsible for qua;.J.ty contro;. and documentation for all Q Listed.'..,;" areas as designated by contractor's and/or owner's . ?.., spectrications. The inspection unit shall assure that the project specifications are strictly enforced. Quali- , fled and experienced personnel shall comprise the inspec,. g tion force. 2.2 The Quality contro: Enzineer and/or his representative shall be responsib;.e to the Canonie Construction co. s project QC. manager and shall be independent of pro- ?e duction, constructi,on, scheduling and procurement. ,*~. '. 23 The QC Ehrineer shall develop, in the course of his ,'('? duties and as required, adequate forms, charts and logs to compile and assimilate required QC information and documentation of Q listed work. 2.4 All QC Records and Docunentation shall be stored in'a fire resistant filing cabinet. The records shall identify the inspector or data recorder, the activity monitored, date of inspection or test, test results, acceptability and any corrective action required or taken. This information shall be supplemented as' required. 'd 2.4.1 The on Site Records shall be filed in an orderly faanton and shall be readily identifiable and retrievable. Upon hompletion of construction work, records shall be turned over to the owner's '. ' oper.ations group or his designated representative. ,23 The QC Ensineer shall assure tSat the proper zoned materials are delivered to the proper location and the *. proper compaction control is performed as required by the " specifications. 2.6 The oc Enrineer shall schedule his work no that all' operations, reports, documentation and related items shall be available to the contradtor and/or owner and to facilitate the establishment af a functional inter-faco between the appointed testing laboratory, general contractor and field superintendents. 27 The cc neoresentatihe shall beoone familiar with the testing laboratory personnsi testing methods and indi-vidual' soil classification characteristics. ~~

's

    • 's " 3 4

x 4 g--- .A 6 y .M CEMCnle =n 8, ~ C 21ga'$,of 13 s- - 2.8, The QC Engineez's level of authority shall b's equalto the highes 'c{..~l' ..y.7 or superintendent. The;QC Engineer does.not direct' .'*.N- . work forces, except thrdugh supervisory personnel, and. then only in quality related areas to insure compliance a i',,, lc with, job specificati6ns,. procedures, and dicwings.

y. y..,

6.0 Document Control 3 ,A .- ;, i, 6.1 Inder Card Film System J <~-

._,q 6.1.1 Individtial Card'for Each N G shall be maintained.

listin62' '.'i ' b.; .,. ':.:I *- . ~,., W G Title.and. Number ' g 'i,J. q ' y

  • q s

7 Revf31:n Number 's.t Revision.Date ~ e > Date Received W Rumber Re'ceived a'. ' t,',. ~. .Classi*fications Preliminary

  • or Approved Distribution:

d Stic'. Number or Name of Person 3,, drawing is issued to 6.2 A Drawine Sd'.c3rV List shall be. maintained listing: Stibk Number

5 ~

N. 3 Drawing 4himber ~J"- Title

x

,e" Revision and-J2ata. , Status: PrMisinary l. .y. or-Approved, s 6.5'Drnvfna*Awaren~ess,' [ C ~ 'N_ Newsor revised drawing will be. routed to assure all N ? .personne11conoarned are aware of change. A list cc J .. j: documerit assigness shall be. maintained to assure proper f* distribution. ., ~ ~ s 6.1+. Separate storace of. Superseded Drawings and Specifica-tions to P.aintain Adequate Control shall-be provided. All superseded documents shal1~b'e voided. 63 Document control shall not be confused.with documenta- [.' ~ tien control., It is n6t-intended that document control shall1 beespecifically'a function.of the quality control' Engineer. '. An huthoril:ed a%Ent of the 'QC Department may - W*"-~' N 3 'g' M W.,,,7 ~ ~ ~ W - p' Q zll v n.

C a n C M I S :_ 5 -- rage 6 of 13 i. T. ' perform the document control function. . Documentation shall be a function of the QC Engineer and shall show ,, ', )b all pertinent information as required by.contracto:'s specifications. 8.0 Identification and Control of Materials, Parts and 'Conconents ; ' 8.1 The QC Reoresentative, working with the general con-tractor's representative, shall inform subcontractor's,.. d7 field supervision force of soil classifications in borrow areas as designated by the testing laboratory. C 15 0 Non-Conformine I aterials, Parts or Comnonents 's .T c. ' 15 1 Comeaction Ecutement 15 1.l' The utilization of dissimilar compaction equip-.? ment outlined in exhibit D of 7220-C-210 shall.,." be as follows: 15 1.2 The owner's testing laboratory shall be re-quested to perform tests on controlled test-fills within the embanicnent as required to . determine pass requirements fcr each individual type compactor. 15 2 Backfill Material.s, s W In the event that non-conforming materials are dis-covered in borrow dreas by the testing laboratory, the contractor shall be notified for disposition. Non-conforming naterial shall be removed and/or dis-posed of as required by contractor. 16,0 Correc'tive Action When corrective action is required the following outline of activities shall be followed:- I 16.1 Identification of source of non-conformance. 16.2 Ev luation of causes, conditions, present requirements' ~ and' potential solutions. 16 3 Implementation of corrective a.ction. ~ 16.4 Co'ntractor and/or testing laboratory analysis of problem is required.if caused by external, uncontrol ' lable sources, ie.-excessive precipitation' causing -moisture content of cohesive soils to exceed accept-ance, criteria and preclude conformance to compaction requirements.t ew,, ,n.,-,. ,..w.,. . -.., -..-..~,+--,,--

+ q 5\\C'"n CEMCMfe. p - w t Page 7 of 13 i ~ .. ~.,:., 16.5 When internal corrective action is' required, it shall. 7 ', ".# ' be documented for review and concurrence by the QA

  • lf?-
  • Manager.

If the causes of non-conformiits conditions " 'J '(l?, 2-are external and outside the specified, jurisdiction of the subcontractor, recom:2 ended corrective action. 'i J.':;.l,. shall be. requested of the contractor and/or his agent,.,,.:'i .and shall'be concurred with by Canonie site quality 4.Q control. ~ ...}.s[ 16.6 Documentation as required by owner shall be mai ntained '..(, ' in accordance with document control procedures. '.. ?.' i .. y,' 17.0 cuality control Records shall be compiled and submitted to Bechtel for their_ review and retention. Copies shall be maintained by Canonie Construction Co. and shall include related data such as qualifications of personnel, procedures, and equipment. Consistent with applicable regulatory require- ^ ments, the. owner / contractor shsll establish requirements con-cerning record retention and turn-over, such as record detail and type, and systems effected. Canonie Cons'truction Co. l' Quality Assurance shall be' notified in teriting of any and all changes in documentation requirements. 17.1 The following forms shall be used to document the . implementation of quality program on site. / 17 1.1 Lift Thickness Centrol - Firure 2 By determining elevation before and after place

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' ment operations from. grade stakes, the QC Engin-eer shall deternine the lift thickness achieved. He will prepare a report from infor=ation listirq ', the following data: ~ Observation ) Zone. ~ l Work Location l Size of Area i Elevation (s): Before After Lift Thickness 7 Date These random lift thickness checks shall be performed on an average of two areas daily de-pending on the. working ~nroa conditions and the materials classification. 17 1.2 Contaction - F1eure 3 On a daily basis the QC Engineer shall prepare s t .i

e... - _ ~ 2 n Lc===1 n Canon [e -p =%- Page 8 of 13 N, i a report for each :ene and vork area listing the following information: date, shift, veather, features, foreman,' ~*i ' station, offset, elevation obtained, results of roller speed checks, equipment numbers, type, and frequency checks. * ' including vibration rate checks and time taken, and load G counts. 17.1.3 Borrov Acceotance 'li m re k The QC Engineer vill obtain classification of material from the Bechtel representative and/or the testing laboratory. ../ 17.1.k Deficiency Corrective Action - Figure S When notified by the 3echtel representative that a defi-ciency exists the QC Engineer shall note.the date, time, feature, location, shift, foremsa, elevation, and type of deficiency, ie. failing test. He shall notiff the project manaeer or his reeresentative and corrective actions shall be implemented. After corrective action implementation, a new test shall be performed and the results noted. Where necessary, further corrective action shall be instituted. 17.2 g ality Assurance / Control Records All the aforementioned reports shnll be compiled and submitted to Bechtel for their review cud retention. Copies shall be maintained on file by Canonie Construction Co. .18.0 Audits A system of planned, periodic, and documented internal audits has been established to veriff compliarice with all aspects of the accepted quality assursace program. 18.1 Audits shall be performed in'accordance with written check lists by personnel qualified and trained in the perfor: nance of audits and familiar with the scope of work being performed. -18.2 Audit personnel shall be selected to preclude the possibility of ? personnel participatinr; in audit activities in areas where they ' have direct responsibility. 18.3 Audit results are documented a5d reviewed by management personnel having responsibility for the areas be.ing audited. ~ 18.h Corrective nction is implemented to correct deficiencies revealed by audit activities,'and to correct system inadequacies determined to be the cause for significant conditions ndverse to quality. 18.5-l Audit results and corrective actions are reviewed by unper manage-ment to determine the effectiveness of the audit program in correctir.g ccnditions adver:.e to quality and to verify the 4 1 e-.

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Sc===' A ._c - A CanOnle p ~ ..M Page 8-A of 13 ., :.c ' s.. 18.6 Where necessary to establish objective evidence of imple-mentation, corrective action shall be verified by the perfor-mance of re-audits of those areas previously dete. ined to be non-conforming. O e g g .b . ). *e. 4 g

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~ J...T ::) Hidland Station Units 1&2 's ' v.i ~'"4 CaMOnl8<.# Plant Foundation Excavation & Cooling Pond Dikes c-Presidgnt Consumers. Power ~Bechtel Power Canonie-Const, Co. Company. Corp. p Group Vloe President Quality Assurance Division Leader Engineer 11gr..of Quality Assurance ~ Construction Hgr. m Bechtel Power I Projec t Ibnager ----- - l l l I m r----~ Corp. i ' Equip. Supt. Project En61ncer Field Supt, Office llgra Quality Control Tes t lab l o Ehgineer e u Direct Responsibility

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7-2 ~,. 45 Figure 2 3 canonis M Rev. 1, 7/26/73 Fase 10 of 13 - HIDIAND NUCLEAR UNITS 162-F.M. CANONIE CONSTRUCTION CO. G.S. F.S. LIFT TRICKNESS CECK G.. ', .' b?$ - OBSERVATION NUEBER: DATE: ZONE: LENGTH: 4 STATION: TO STATION: WIDTE: 0FFSET: ..c. 2; - .=- ELEVATION: BEFORE AFTER LIFT THICKNFSS S BEFORE AFTER LIFT THICKNESS BEFORE AFTER LIFT THICKNESS BEFORE AFTEE LIFT TEICKNESS AVERAGE LIFT THICKNESS _ REIiARI(S/SKETCE: .L BY: CANONIE CONSTRUCTION CC. QC REPRESENTATIVE ed 4 \\ o, --_y. .. - - - -,,. ~ ~ -, - -,,,...,, _. -

2 s' 2 i _el' Figure 3 CanOnle-__ P Rev.1, 7/26/73 C =. = = =. Page 11 of ;I.3 IIIDLAND NUCLEAR UNITS 1&2 P.M. CANONIE CONSTRUCTION CO. G.S. F.S. FILL PLACE:IENT OA-OC DAILY R." ORT FEATURE: DATE: .' N" .( ) EMEP.GENCY COOLING POND BEFli SHIFT: ( ) PLANT AREA FILLS WEATHER: ( ) R/R EMBANKMENT FOREHAN: m. ( ) LAYDOWN AREA ELEVATION: I" (.) COOLING POND DIKE STATION: -TO STA: OFFSET:- ZONE: MOISTURE TESTS: ( )1 '( ) 4 ( ) 1-A ( ) 4-A ( )2 .( )5 ( ) 3-()6 LOAD COUNT . COMPACTION EQUIPMENT: ' EQUIP.NO. TIFE FREQUENCY TIME SPEED s REFARKS/SKETCHi 1 l l 3Y : ' " s . 1 l CASOliIE CONSTRUCTION CC 1 L yy -w w...m,-., .-.,m, _.___.--,_m um

\\_.. a ('.) m 'M Figure 4 Canante-.p. Rev. 2, 4/12/74' -m-- Page 12 of~13 t,.  : e HIDLGD NUCLEAR UNITS 1&2 P.M. CANONIE CONSTRUCTION CO. G.S. P.S. BORRCW PIT ACCEPTANCE _.. -{ AP.Eir ( ) OCOLIEG FOND DATE: ( ) DIKE FOUIGATION GRID LOCATICH: HATERIAL: ( ) IIIPERVIOUS ZOIG 1 ( ) IIIPERVIOUS ZONE l-A APPEOXIHATE ELEV: ( ) RAl20M SKETCH: -c v;

  • The above area has been found to contain a suitable amount of material conforming to the requirements 'of the specification and, therefore, has been classified a borrow area.

It is understood that the borrow pit shall romain so designated til there occurs a marked change in the characteristic of the excavated _ .u n materials. REIIARKS:' ^ ^ L BI: BI BECHTET. Pown.R corp. _ c.v;eNT r. cov,9,;nicmTm: co,

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~ ^ Figure 5 ~ 2 Rev. 1. 7/26/73 T Mn CanOnie.. P Page 13 of 13 HIDIANb NUCLEAR UNITS 1&2 P.M. " ~ CANONIE CONSTRUCTION CO. G.S. DEFICIENCY CORRECTIVE ACTION REPORT' DATE: TIME: S'HIFT: . FEATURE: FOREMAN: LOCATION: ELEVATICN: DEFICIENCI: . CORRECTIVE' ACTION: SUGGESTED PRETniTATIVE HEASURES: s i CORRECTIVE ACTION QUALITI ASSURANCE: ' TESTING: ~ OTFER: Sh~i:TCH (IF ' REQ'D): l 3?: Sv. I BECETEL POWER CORP. CANONIE CONSTHUCTION CO. .p *. -. u. _}}

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