ML20091M728

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Rev 5 to Procedure MPQP-1, Quality Plan for Underpinning Activities
ML20091M728
Person / Time
Site: Midland
Issue date: 01/17/1983
From: Bird W
CONSUMERS ENERGY CO. (FORMERLY CONSUMERS POWER CO.)
To:
Shared Package
ML17198A223 List: ... further results
References
CON-BOX-10, FOIA-84-96 MPQP-1, NUDOCS 8406120061
Download: ML20091M728 (24)
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{{#Wiki_filter:- m .g ,- [*, ' bbsh ynqd { e g MPQP-1 REVISION 5 January 17, 1983 Page 1 1 1 QUAI,ITT PI.AN FOR UNDERPINNING ACTIVITIES t Effective Data Feb. 1,1983 Approved d 64,/ Hanager HPQAD ch Approved z Bechtel A cant Project Manager .s* Approved ilOOulu ) Midland Project Office 1 t 8406120061 840517 PDR FOIA RICE 84-96 PDR miD382-6025a-66 ~.-

r ' ' "8 -] q HPQP-1 REVISION 5 January 17, 1983 Page 2 3 QUAI,ITY PI.AN yOR UNDERPINNING ACTIVITIES I I 6 l-1.

GENERAI, 1

,1 j . All' activities for the remedial soils hork are covered by the existing Consumers Power Company and Bechtel Power Corporation Topical P.eports CPC-1-A and BQ-TOP-1, Revision 1A, respectively. This Quality Plan j. provides a more detailed written description of the accomplishment of 12 i* activities specific to.certain soils remedial work. This Quality Plan 1-g i was dqveloped to describe how quality programmatic coverage is extended to encompass the un erpinning subcontractors as required by the Quality Plan for, Remedial Soils Work (MPQP-2). i }* The senior management, consisting of the Vice President of Projects, y Engineering and Construction, Consumers Power ' Company, and the Midland Project Manager, Bechtel Power Corporation (CP Co's contractor for the Midland Nuclear Plant), reviews and approves major decisicas and design concepts regarding underpinning work. For CP Co, a Eidland Project Office Executive Manager and an As'sistant Project Manager, and' for ~- Bechtel, a Bechtel Assistant Project Manager, will manage the underpinning work. The Bechtel Field Soils Manager manages overall. soils activities including the underpinning work. e. The Executive Manager of MPQAD and the Site QA Superintendent Remedial t; Soils will manage the MPQAD support of underpinning work with the overview of.the Director of Environmental and Quality Assurance. ). mf0382-40".Sa-4d e a

f ('. ,Q .,z BTQP-1 REVISION 5 January 17, 1983 Page 3 QUAI.ITY PI.AN y0R UNDERPINNING ACTIVITIIS .{ 2. SCOPE ThisQualityPlanisapp[icableto'theauxiliarybuildingandservice water structure underpinning tasks. The "Q" list for this work is all inclusive and, as such, covers activities, items and structures beyond i i ,the requirements provided by the ySAR. This extension to provide ' Quality I Assurance Program coverage over and above the coverage for safety related items provides an additional assurance that the non-safety related l activities will not-have an adverse &ffect on safety related structures. The following major categories of the underpinning work are specifically 8' covered by this Quality Plan. 1. Underpinning of the Service Water Pump Structure as delineated by Specification 7220-C-194(Q).. 2. Underpinning of Auxiliary Duilding (removal, replacement of fill," and underpinning beneath the feedwater isolation valve pit a eas, j. auxiliary building electrical penetration areas, control tower, and beneath the turbine building) as delineated by Specification 7220-C-195(Q). (Reference HPQP-1) j Any activity or strue'ture which will be excluded from Quality Assurance Program coverage sball be specifically documented on an exception basis. {.- Assurance of NRC Region III authorization for any general exclusion froa{ the Quali,ty Assurance Program is required prior to conducting any work activities in the excluded area. s \\ miO382-4025a-66 _ _ _ _ _ _ _ _ _ _ _ _ _____.____--__.__ s 1 ___ m ___________________ _____________ _ _

i l 1 ] i q n e s MPQP-1 REVISION 5 .Tanuary 17, 1983 Page 4 QUALITY PTAN FOR UNDERPINNING ACTIVITIES Specifications, procurement documents, drawings and procedures are '1 specific as to the design attributes and activities which require q'uality jerification. The need for verificatio'n shall be dictated by the ~ following principal: The Quality Assurance Program shall previde control over activities affecting the quality of the identified structures, systems and components to an extent consistent with (a) their importance to safety; (b) theTr possib'le detrimental interaction or effect on safety related structures and items; or (c) a'ssuring obtainment of the overall Project objectives. 3. UNDERPINNI'NG L10RK ORGANIZATIONS Organizations involved with the underpinning"are defined in the i Tunctional Matrix, Attachment I and as follows: CP Co Profect Management M 'j' Sets policy, coordinates licensing review, and submittals to the NRC.

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CP Co Safety and Licensinz .I l t Performs licensing reviews and coordinates FSAR revisions.. I t. CP Co Desien Production \\. ~~ i* i Provides client design input and performs reviews of and comments on j +, j Bechtel Design Documents. i' t + miO332-4025a-66 h .m .,m n-L-

9 ). ', o. 0 e t MPQP-1 RIVISION 5 January 17, 1983 Page 5 QUAI.ITT PI.AN FOR UNDIRPINNING ACTIVITIIS CP Co Site Manatement Provides csebiew and direction as 'necessary for underpinning activities for compliance with NRC cossainments. Monitors underpinning activities with respect to commercial type items, construction activities (such as equipment care, labor and " production), and implements site work . ~, authorization procedure. Provides overview and control of work zaleases for remedial soils activities for compliance with NRC commitments. Bechtel Projedt Management Coordinates with client and sets project policy for Bechtel organizations.. I Bechtel Project Engineering Istat11shes design criteria and reviews input from non-Bechtel sources. Originates and issues design documents for construction. 4 Bechtel Prof ect Geotechnical Engineer I' Tunctions 'as Project Engineering's Geotechnical representative on proj ect. Performs geotechnical. reviews related to design criteria and-procedures. Interfaces with Geotech Services and Resident Geotechnical Zagineer. i \\ I miO382-I.025a-46 H ~- ~ . s:- 1 ~

\\ [' Q MPQP-1 REVISION 5 January 17, 1983 Page 6 QUAIITY PI.AN FOR UNDERPINNING ACTIVITIIS Bachtel Site Mananement , Performs the overall on-site management, of all construction activities lacluding coordination between Bechtel, CP Co and Subcontractors. Bechtel Site Management includes Construction Site Organization, Field Soils Organization, Field Document Control Center and Field Procurement .~ , Department. The Field Soils organization (750) is responsible for all ASIB Board Order Work including coordinating the activities of the 3 underpinning subcontracters. Geotech Services Provides design and field sectachnical services as requested by Project ~ Engineering. Resident Assistant Prefect Engineer Represents Project Engineering and interfaces with the Field Soils Organization. 7 l* Resident Geotechnical Inrineer i Performs foundation inspection and on-site geotechnical monitoring of saderpinning activities. Interfaces with the Project Geotechnical Engineer. .l 9 miC342-425a-66 ,_& M D _ Mn.._. - _--JO..----hM - - ^

q q. MPQP-1 REVISION 5 January 17, 1983 Page 7 QUALITY PI.AN FOR UNDERPINNING ACTIVITIIS !i Resident Structural Engineer ', * - i-Provides structural expertise for the underpinning activities. Receives ( and evaluates data from the underpinning instrumentation systems. Midland Project-Quality Assurance Deeartment (MPQAD) 4.; i Provides quality assurance including quality assurance engineering (QAE) and quality control (QC) for all'. underpinning work including work done by T Bechtel and Becht'e1 Subcontractors. Quality Assurance Engineering. develops qualEty plans, reviews design documents, reviews construction - procedures, performs overinspections and conducts pre-piannedauditr. Quality control performs first-line inspection and verification, of items under.the Quality Assurance Program, and reviews construction procedures, ? drawings and specifications for inclusion and establishment of inspection ,, criteria. Subconersetor 'N ,i Perform construction activities as contracted for, within the framework ll l of the Midland Project Quality Program. l l i Consultant Provides advice to Bechtel Project Engineering or Bechtel Field h, oils organizatiog.on construction methods, design, instrumentation or geotechnical items. ! + s s

G MPQP-1 REVISION 5 .Tanuary 17, 1983 I Page 4 QUAI.ITY PLAN FOR UNDERPINNING ACTIVITIIS r

4. DESIGN CONTROL 6

I Design Contro'l for the underpinning of *the Auxiliary Building (Electrical Penetrations and Control Tower Structure), Teedwater Isolation valve ?it fill material replacement and Service Water Pump Structure underpinning will be provided by Project Engineering. Engineering Department i ~ Procedures (EDPs), Engineering Department Proje'et Instructions (EDPIs), and Project ' Engineering Procedures (PEPS) provide the controls for i j Engineeringactin$eswhichareresponsivetotheQualityProgram requirements of 2fPQP-2. t Des'ign criteria will be developed from input from consultants, the I Hidland Plant Safety Analysis Report, 50.54(f) responses submitted to the NRC staff, meetings with and submittals to the NRC staff, and testimony during the ASIB Soils hearing. 3 Design documents, including specifications, drsvings and material requisitions, shall be specific as to what is required to ascertain titat ~ t Processes, activities and final products meet their design requirements. Design documents, including specifications and drawings (as well as i changes and revisions to these documents), will be reviewed and checked for compliance to design requirements by Bechtel Project Engineering. Design documents will be reviewed by QC and QAE. The Quality Assurance s ~ Engineering review applies'to all design documents. (MPQAD Procedure H-11) mig 382-4025a-66 I n-A

Q Q. MPQ?-1 REVISION 5 January 17, 1983 Page 9 s QUAI.ITY PIAN TCR UNDERPINNING ACTIVITIES 3 I Quality Assurance Engineering hill act as the focal point for the assusance of the resolution of quality related comument,s. Technical specifications and revisions thereof will be generated, reviewed, approved, and controlled by Bechtel Project Engineering in accordance with E P 4.49. Initial specifications will also be reviewed s .by CP Co Design Production and comments submitted to Bechtel Project Engineering. Specification Chan'ge Notices (SCNs), used as interim change- ~ j documentsbetween'Ievisionsofthespecification,willreceivethesame J level of review and approval by pechtel Project Engineering as the basic specifications. Specification Change Notices shall be administered and f~ controlled in accordance qith EPI 4.49.1. Project Engineering prepares, reviews, approves, issues and contrels design drawings in accordance w4th EP 4.46. Changes to engineering drawings receive the same level of review and approval as the basic drawing and are administered in accordance with' E P 4.47 and D PI 4.47.1,. ? [ 3echtel design calculations are originated, checked, approved, controlled s and documented by Project Ingineering in accordance with E P 4.37.,'All design calculations suhaitted by the consultant are checked, reviewed and approved by Bechtel Froject Engineering in accordance with EDPI 4.25.2. x s \\b Bechtel. Tield Soils Ortsnization shall request: from or notify Project l: Engineering of changes to design documents by Field Change Requests 't i (TCRs) an( Tield Change Notices (TCNs), respectively.b The TCRs will' be t ,r I reviewed, evaluated, dispositioned,Econtrolled'and administered in 1 l I mio382-4025a-66 x s g.- = w.- - L -Wd --- - -- k n-

9, ) m MPQP-1 REVISION 5 January 17, 1983 Page 10 QUAI,ITY PI.AN FOR LTDERPINNING ACTIVITIES accordance with EDP 4.62. TCNs will allow the Bechtel Field Soils Organization to initiate field changes in design documents within the allowable guidelines of Field Procedur TPD-2.000 and Specification G-34 (Q) as provided by Project Engineering. TCNs will be reviewed, evaluated, dispositioned, controlled and administered according to EDP 4.62. The design interface for the underpinning activities between Project Engineering, project groups, technical support groups and consultants shall be administered as illustrated in Attachment 2, Design Document Interface Flowchart. Geotech Services will receive desian for review in ' s, accordance with PEP 4.25.2. The Subcontractor receives design documents l l from Bachtel Field Soils Organization in accordance with FID 1.100. The Resident Structural Engineers duties on site are defined in PEP 2.14.9. i t ~ Inspections are performed by Quality control to verify that construction is being performed to the latest r'avisions of the design documents.' ~ j Audits and/or overinspections are conducted by Quality Assurance Engineering. Field geotechnical activities, including subgrade acceptance, are accomplished in accordance with PEP 2.14.8. 5. PROCU9EMENT AND RECEIVING ~ Procurement of' items and services for the remedial underpinning work is i performed by Bechtel employing the technical and quality requirements l established in the specific.ations and drawings. Q-material requisitions are originated by Bechtel Tield Soils Organization in accordance with miO382-4025a-66 .d---.--...-- i ~ ~- ~ ~-

? 9 9 9 ) <j s- .e m s ~;~ IfPQP-1 REVISION 5 l jf January 17, 1983 l 33 Page 11 u . / '; f 'F / QUAI,ITY PI.AF FOR UNDEPSINNING ACTIVITIES a ~r l A if 7'j , TPG-8.000. 'The Bechtel Field Soils Organization is responsible for ~,+ f ' assunts that. applicable Quslity Program requirements, design bases, 4 '/ s A .' specifications, procedures and,.t. ravings are included and referenced in s .the',eaterial requisitions (. Sechtel Yield irocurement Department '?s / r eg a s i [ h, (, ' initiatas forsal psychase orders and 'will be responsible for ensuring. 'f i. + o )(1 -that the procureaant package ranferrs to.ht material requisition. ^ i -W

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1 Quality As.turance Engineering reviep and. spproves procurement documents J t

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)'/ 3, gy . ;,r ' T . r;.. Assurance ?cogram rec;uirements s:e included. 1.1 ~ -; m - J } ?s ~l, s Q, - u.. /s; ] '. <g,/,_ in accordar:ca vith P5&G-5.3_to verift. itea;4 comply with the procurement QlL Z Upon,receiptAf Q taccrial.'icspections are performed by Quality Control

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'. L ej ~. > -{, e' . f77 ,7 , _,.,,7 ' packast requiremer.t.t and quality verification packages are complete. / u / ' x .. - r c I Quality Si ri.f.t catics ac'patc= are repeved for availability, ' traceability /. g. . 1o

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Engineering (tfPQAD Procedure F-1H).-l,In addition, a technical review will \\.

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~ be. 3, be perfomd. byfuz3ity Control in. Quality vedfication packages for 'noa- ~.~ ,+ ,. shop inipected ites.s. /, i u. .a s a ,5 l l ,i g .p i ' ' A /' ^ .a - ir u -y a '/- ~ h 'Y) 6 J[.,???.PARATION AND IMPLE!!TNTATION'OT*PROCID'JRES/ INSTRUCTIONS . xi .n, s., '>y,a ,r - tq : p.? - Writtaa.itistruitions; tithe-Subbontractor are in the form of engineering l. 6 t r.t. ~ a .W, r . ma n. [*- n., petifis-ations, d:t,avings., a,nd apprwed changes thereto. su e s,. .,[' f,.. r c / n .a "" The G-321D form (ccatrolled b2 EDP 4.58) attached to the specifications q /- "ye,id.entify%e procedures and other vendor submitt.als, which are the j#, w s t airimuuFrequit"ed to be submitted by the Subcontractor prior to the start g j, y~s. - y b g .,g J'-

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<} ~ .s-MPQP-1 REVISION 5 January 17, 1983 Page 12 1 QUALITY PI.AN y0R UNDERPINNING ACTIVITIIS of fabrication and construction. These procedures are logged, controlled, and distributed by the Field Document Control Center and reviewed by Project Engineering and HPQAD. Project Engineering defines the specific quality attributes of each procedure. The procedures will be specifically reviewed by Quality Assurance Engineering for appropriate inclusion of quality requirements. (MPQAD Procedure H-10) ~ ~ i These procedures, when approved by MPQAD, and Bechtel Project Engineering, providG authorization for fabrication / construction to proceed. j 7. INSPECTION, EXAMINATION, TEST AND CALIBRATION Quality verification, inspection and testing of Subcontractor activities is performed by Quality Control, independent of the Subcontractor and Bechtel Field Soils Organization. Quality Control vill prepare inspection pl' ns (in accordance with PSP. G-6.1) utilizing inputs frem a technical specifications,' des'ign drawings, Subcontractor procedures and. i I ,i shop drawings. Project Quality Control Instructions (PQCIs) are prepared to cover all Subcontractor quality related activities. Existing PQCIs i are adapted for standard construction activities such as concrete batching, placement and testiag, and reinforcing steel installation. Additional PQCIs are developed as necessary to verify new underpinning 1 activities such as temporary support installation, load. transfer and threaded,r,einforcing connectors. - All' NCIs are subject to Quality Assurance Engineering review and approval according to HPQAD Procedure E-siG382-4025a-66 / e

~ * ' m -s I .t l MPQP-1 t. RIVISION 5 January 17, 1983 Page 13 l l QUAI,ITY PLAN FOR UNDERPINNING ACTIVITIES 2M. In addition, inspection and' test activities are monitored by Quality Assurance Engineering through the use of overinspection plans based 'on an independent evaluation of design and procurement documents per MPQAD Procedure I-1M. The Subcontractors are indoctrinated to quality control inspection practices to assure that hold points, included as an integral

  • part of the Subco'ntractor's procedures, are adhered to.

For site construction activities, the detailed implementing procedures shall 4 utilize integrated construction planning, as follows: a) Hold point's shall be clearly identified in the procedures. b) The procedures shall provide for QC/QAE signoff to record the completion of the inspection holdpoints prior to proceeding with the ~ further execution of subsequent procedural steps. Tests are performed to qualify, demonstrate or assure that the quality of. , procured items or completed construction is as defined in applicable engint ring drawings and procurement documents. Calibration, maintenance and control of measuring and test equipment is ' provided by an approved agency which will be pre qualified by Quality Assurance Engineering. This agency provides for the traceability to national standards, the unique identification of each instrument or equipment requiring calibration, the maintenance of calibration frequencies, and the identification of calibration status. Calibration records a*re maintained by the agency and transmitted to 3echtel Field. 1 Soils Organization for review. p At the completion of the subcontract, .e siO382-4025a-64

MPQP-1 REVISION 5 January 17, 1983 Page 14 [ QUALITY PLAN FOR UNDERPLVNING ACTIVITIES these records will be turned over to Quality Control. Performance and effectiveness of the agency is verified by Quality Assurance Engineering. audits and/or overinspections in accordance with MPQAD Procedures F-1M and E-1M, respectively. 8. HANDLING AND STORAGE All Q-list material is stored and handled in accordance with general Field Procedures PPG 4.000 and 5.000 and supplemented by the Subcontractor'sproYedure. Storage and handling of material and equipment is subject to Quality Control inspection and veri ~fication according to PSP G-5.1 and Quality Assurance Engineering overinspections and/or audits per HPQAD Procedures E-1M and T-1M, respectively. 9. DOCUMENT CONTROL AND QUALITY RECORDS Subcontractor documents which are to be submitted for review and comment by Bechtel Project Engineering and MPQAD are controlled by the: Field Document Control Center (TDCC) in accordance with Bechtel Field Procedure TPD 1.000. Prior to the start of work, the Subcontractor submits construction procedures, drawings, purchase orders, as required by the specifications, to Bechtel Field Soils Organization..Bechtel Field Soils Organization and the TDCC distributes the procedures for review and approval as defined in the Quality Plans included with sp'ecifications 7220-C-194 End C-195. Bechtel Project Ingineering and/or Resident c En,tineerigg, as designated, is responsible for resolving review comments. ,j i miO382-!.025a-66 i s ~'

.TQP-1 REVISION 5 January 17, 1983 Page 15 QUAI.ITY PLAN FOR UNDERPINNING ACTIVITIES All quality records are controlled by IDPs 5.16 and 5.24, Quality Control Procedure PSP.G-7.1 and MPQAD Procedures F-11M and F-12M. These procedures prescribe the requirement for preparation, control, distribution and transmittal of all Q-related procedures, specifications, drawings and inspection records. ~10. NONCONTORMING ITEMS AND CORRECTIVE ACTION Nonconformances dis. covered during construction inspection activities are l documented and controlled.by Quality Control in accordance with PSP G-3.2 and Quality Assurance Ingineering in accordance with MPQAD Procedare T-2M. These procedures provide for the identification and documentation of the nonconforming ites, identify the authority for and ' disposition of the nonconforming condition, and provide for documenting the reinspection and closecut of the nonconformance. MPQAD will be involved in the specific wording of nos-conformance reports to assure an accurate description of the condition. Dispositions to non-conformance reports i will be reviewed by Quality Assurance Engineering to' assure that the disposition is acceptable, that engineering rationale is adequately documented and that quality planning is available for the verification of the disposition. MPQAD will inspect and provide verification of disposition implementation prior to closing'of the non-conformance report. Witnin the Midland Project Quality Program, the identification of reportable items is accomplished by MPQAD through the review of j

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G ) s o, i MPQP-1 RIVISION 5 January 17, 1983 Page 16 QUAI.ITY PLAN FOR UNDIRPINNING ACTIVITIES ~ nonconformance reports, supplier surveillances and quality assurance audits. Corrective action for quality. problems will be controlled 'by Bechtel PSP G-3.2 and MPQAD Procedure F-3M. In the design phase, investigation of cause and action taken to preclude recurrence of design deficiencies will be accomplished through IDP 4.65. Design deficiencies include those items which are not identified in the o course of design development and which ultimately require changes.

11. AUDITS Audits are performed by Quality Assurance.ngineering to verify conformance to quality requirements. MPQAD Procedure T-1M includes provisions for the identification of deficiencies, the determination of corrective action, and the necessary follow up to verify that timely and effective action is taken.
12. TRAINING AND CIRTIFICATION All inspectors and quality auditors are trained and certified in accordance with MPQAD Procedures 3-2M and/or 3-3M.

Subcontractor field supervisory, engineering personnel and crafts receive training (QA Indoctrination) to the Midland Project Quality Program. - This training includes an introduction to the quality system,' inspection activities, nonconformance control, NRC activities, field and engineering design l changes and site organizations and intirfaces. The training is initially i e. completed prior te any Q-listed work proceeding. Additional training miO382-4025a-66 f l ] ..e... n

3 ^ -.~ I MPQP-1 REVISION 5 f January 17, 1983 Page 17 QUAI.ITY PI.AN FOR UNDERPINNING ACTIVITIES sessions will be scheduled by MPQAD to indoctrinate perscnnel which are assigned after the initial indoctrination. The Subcontractor is required to i:splement training for the procedures covering the Subcontractors Q-listed activities. ~ s miC382-l.025a-66 v [

'} MPQP-1 RIVISION 5 ~ January 17, 1983 Page 18 QUALITY PI.AN FOR UNDERPINNING ACTIVITIES l. LIST OF l l APPLICABI2 l PROCEDURIS l a10382-4025a-46 i m.

MPQP-1 REVISION 5 l Z.ist of Applicable Procedures January 17, 1983 Page 19 MID'JD PROJECT QUAI.ITY ASSURANCI DEPARTMEh"I PROCEDL72S M-M Personnel iraining B-3M Qualification and Certification of Inspection and Test Personnel E-1M Site Inspection Planning and Site Inspection E'-2M Review of Site Inspection Planning Prepared by others than MPQA T-1M Audit T-25 Nonconformance Reporting, Corrective Action and Statusing T-3M Resolution of Significant Quality Problems T-11M Documentation Control T-12M Quality Records M-5 QA Review of Bechtel Tield-originated Procurement Documents 5-10 MPQAD Review of Subcontractor Procedures and' Instructions for Underpinning Related Activities ~ E-11 MPQAD Review of Bechtel Design Specifications, Drawings and Procedures for Underpinning and Related Remedial Activities. miO382-l.025a-66 ..,..g.. e. e -++-e-q

-) t g, MPQP-1 1 REVISION 5 Eist of Applicable Procedures January 17, 1983 Page 20 INGINEIRING DEPART 1!ENT PROCEDURES ? I EDP - 4.37 Design Calculations EDP - 4.46 Project Drawings EP - 4.47 Drawing Change Notice E P - 4.49 Project Specifications EDP - 4.58 Specifying and Reviewing Supplier Engineering and _ Quality Verification Documentation 'EDP - 4.62 TCR/TCN EDP - 4.65 Design Deficiency IDP - 5.16 Supplier Document Control EDP - 5.24 Document Distribution Control Center miO382-40 Sa-66

^ -] MPQP-1 REVISION 5 List of Applicable Procedures January 17, 1983 Page 21 TIII.D PROCEDURES ~. TPG-8.000 IMRa TPD-2.000 Tield Change Request /Tield Change Notice TPG-4.000' Storage Maintenance / Inspection of Equipment and Materials TPG-5.000 Maintenance / Inspection of Material and Equipment Released for Construction TID-1.100 Vendor Document Review TPD-1.000 Tield Doca.unentation of Correspondence control PROJICT SPICIAI. PROVISIONS ~ PSP G-3.2 Control of Nonconforming Items , PSP G-5.1 Material Receiving and Storage Control PSP G-6.1 Inspection Planning PSP G-7.1 Document, Records and Correspondence. Control PSP G-8.1 Qualification, Ivaluation, Examination Training and Certification of Construction Quality Control Personnel s miO382-I.025a-66 n j _=_-

s 3 !!PQP-1 hst of Applicable Procedures REVISION 5 January 17, 1983 Page 22 ENGINEERING DEPARTMENT PROJECT INSTRUCTIONS EDPI - 4.1.1 Preparation of Design Requirements Verification Checklist. PEP - 4.25.2 Interface Control Design Documents for Remedial Soils Underpinning Operation. PEP - 4.25.3 Interface Control of Design Documents for Remedial Soils and Related Other Work tith Consumers Power , Company for liidland Job 7220. , PEP. - 4.47.1 Interia Drawing Change Notice fo:: the 2fidland Project l 7220 'EDPI - 4.49.1 . Specification Change Notification PROJECT ENGINEIRING PROCEDURES PEP-2.14.8 Resident Geotechnical Engineer for Remedial soils Activities-l PEP-2.14.9 Resident Structural Engine'er for Remedial soils Activities miO382-4025a-64 ~

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