ML20076K760
| ML20076K760 | |
| Person / Time | |
|---|---|
| Site: | Midland |
| Issue date: | 09/07/1983 |
| From: | Mooney J CONSUMERS ENERGY CO. (FORMERLY CONSUMERS POWER CO.) |
| To: | Harrison J NRC OFFICE OF INSPECTION & ENFORCEMENT (IE REGION III) |
| References | |
| CSC-6881, NUDOCS 8309150261 | |
| Download: ML20076K760 (27) | |
Text
_ _ _.
Consume's Power Company General offices: 212 West Michigen Avenue, Jackson, MI 49201 *(517) 788-0550 September 7, 1983 Mr J J Harrison Midland Nuclear Project Section US Nuclear Regulatory Commission Region III 799 Roosevelt Road Glen Ellyn, IL 60137 MIDLAND ENERGY CENTER REMEDIAL SOILS WORK AUTHORIZATION FILE: 0485.16 UFI:
42*05*22*04, 12*32 SERIAL: CSC-6881 Attached for your review is Revision 7 to MPQP-1. The significant changes in MPQP-1 are as follows:
1.
The Plan has been revised to provide coverage for how Mueser, Rutledge, Johnston & DeSimone (MRJD) will provide design services to support remedial soils work as a design contractor to Bechtel, 2.
Where audit was covered in the various text locations, the wording has been clarified to reflect that the MPQAD Site Audit Organization has the prime responsibility for audits.
3.
As appropriate, the new PEP's have replaced che old EDP's, and the Administrative Services Department Procedures have been added to the List of Applicable Procedures.
In accordance with the NRC/CPCo Work Authorization Procedure, we request your approval of this activity.
102351125 - Approval of MPQP-1, Rev 7 Upon receipt of your authorization, an effectivity date will be assigned and the plan will be released.
~
Y 00LvL D i /WRB/ljr 8309150261 830907 PDR ADOCK 05000 Attachment CC: DSHood, US NRC RJCook, Midland Resident Inspector cf OC0983-0004A-MP01 rrs ' '
MPQP-1 REVISION 7 1983 Page 1 1
l QUALITY PLAN FOR UNDERPINNING ACTIVITIES l
l Effectivity Date Approved Manager MPQAD Approved Bechtel Assistant Project Manager l
l Approved Midland Project Office l
l 1
i l
I i
miO382-4025a-66 i
l
MPQP-1 REVISION 7 1983 Page 2 QUALITY PLAN FOR UNDr"oINNING ACTIVITIES 1.
GENERAL All activities for the remedial soils work are covered by the existing Consumers Power Company and Bechtel Power Corporation Topical Reports CPC-1-A and BQ-TOP-1, Revision 1A, respectively. This Quality Plan provides a more detailed written description of the accomplishment of activities specific to certain soils remedial work. This Quality Plan was developed to describe how quality programmatic coverage is extended to encompass the underpinning subcontractors as required by the Quality Plan for Remedial Soils Work (MPQP-2).
The senior management, consisting of the Vice President of Projects, 4
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 decisions and design concepts regarding underpinning work.
For CP Co, a Midland Project Office Executive Manager and an Assistant Project Manager, and for Bechtel, a Bechtel Assistant Project Manager, will manage the i
underpinning work. The Bechtel Field Soils Manager manages overall soils activities including the underpinning work.
The Executive Manager of MPQAD and the Site QA Superintendent Soils will l
l manage the MPQAD support of underpinning work with the overview of the l
l Director of Environmental and Quality Assurance.
l l
l l
i miO382-4025a-66 l
l t
MPQP-1 REVISION 7 1983 Page 3 QUALITY PLAN FOR UNDERPINNING ACTIVITIES 2.
SCOPE This Quality Plan is applicable to the auxiliary building and service water structure underpinning tasks. The "Q" list for this work is all inclusive and, as such, covers activities, items and structures beyond the requirements provided by the FSAR. This extension to provide Quality Assurance Program coverage over and above the coverage for safety related items provides an additional assurance that the non-safety related activities will not have an adverse affect on safety related structures.
The following major categories of the underpinning work are specifically 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 Building (removal, replacement of fill, and underpinning beneath the feedwater isolation valve pit areas, auxiliary building electrical penetration areas, control tower, and beneath the turbine building) as delineated by Specification 7220-C-195(Q).
(Reference MPQP-1)
Any activity or structure which will be excluded from Quality Assurance Program coverage shall be specifically documented on an exception basis.
Authorization by NRC Region III is required prior to conducting any work activity in the excluded areas.
miO382-4025a-66
MPQP-1 REVISION 7 1983 Page 4 QUALITY PLAN FOR UNDERPINNING ACTIVITIES Specifications, procurement documents, drawings and procedures are specific as to the design attributes and activities which require quality verification. The need for verification shall be dictated by the following principal:
The Quality Assurance Program shall provide control over activities affecting the quality of the identified structures, systems and components to an extent consistent with (a) their importance to safety; (b) their possible detrimental interaction or effect on safety related structures and items; or (c) assuring obtainment of the overall Project objectives.
3.
UNDERPINNING WORK ORGANIZATIONS Organization.s involved with the underpinning are defined in the Functional Matrix, Attachment I and as follows:
CP Co Project Management Sets policy, coordinates licensing review, and submittals to the NRC.
CP Co Safety and Licensing Performs licensing reviews and coordinates FSAR revisions.
Project Engineering - Mechanical / Civil Provides client design input and performs reviews of and comments on Bechtel Design Documents.
miO382-4025a-66
. = _
f MPQP-1 REVISION 7 1983 Page 5 QUALITY PLAN FOR UNDERPINNING ACTIVITIES I
CP Co Site Management Provides overview and direction as necessary for underpinning activities for compliance with NRC commitments. 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 releases for remedial soils activities for compliance with NRC commitments.
Bechtel Project Management i
Coordinates with client and sets project policy for Bechtel organizations.
1 Bechtel Project Engineering 4
Establishes design criteria and reviews input from non-Bechtel sources.
l Originates and issues design documents for construction. Provides design verification and approval for subcontractor-originated non permanent underpinning component design. Reviews design by design contractors and releases same for construction.
1 i
Bechtel Project Geotechnical Engineer t
l l
l Functions as Project Engineering's Geotechnical representative on l
proj ect. Performs geotechnical reviews related to design criteria and procedures.
Interfaces with Geotech Services and Resident Geotechnical Engineer.
miO382-4025a-66
MPQP-1 REVISION 7 1983 1,,e 6 QUALITY PI.AN FOR UNDERPINNING ACTIVITIES Bechtel Site Management Performs the overall on-site management of all construction activities including coordination between Bechtel, CP Co and Subcontractors.
Bechtel Site ' anagement includes Construction Site Organization, Field Soils Organization, Field Document Control Center and Field Procurement Department. The Field Soils Organization (FS0) is responsible for all ASLB Board Order Work including coordinating the activities of the underpinning subcontractors.
Geotech Services Provides design and field geotechnical services as requested by Project Engineering.
Resident Assistant Project Engineer Represents Project Engineering and interfaces with the Field Soils Organization.
Resident Geotechnical Engineer Performs foundation inspection and on-site geotechnical monitoring of underpinning activities.
Interfaces with the Project Geotechnical Engineer.
i miO382-4025a-66
MPQP-1 REVISION 7 1983 Page 7 QUALITY PLAN FOR UNDERPINNING ACTIVITIES Resident Structural Engineer Provides structural expertise for the underpinning activities. Receives and evaluates data from the underpinning instrumentation systems.
Midland Project Quality Assurance Department (MPQAD)
Provides quality assurance including quality assurance engineering' (QAE) and quality control (QC) for all underpinning work including work done by Bechtel and Bechtel Subcontractors. Quality Assurance Engineering develops quality plans, reviews construction procedures, drawings and specifications for inclusion and establishment of inspection criteria, performs overinspections and may conduct pre planned audits. Quality l
Control performs first-line inspection and verification, of items under the Quality Assurance Program.
Subcontractor Perform construction activities as contracted for, within the framework of the Midland Project Quality Program.
Provide design of non-permanent underpinning components as directed by Bechtel Project Engineering.
Consultant Provides advice to Bechtel Project Engineering or Bechtel Field Soils Organization on construction methods, design, instrumentation or geotechnical items.
miO382-4025a-66
MPQP-1 REVISION 7 1983 Page 8 QITALITY PLAN FOR UNDERPINNING ACTIVITIES Design Contractor Provides design (including calculations, design drawings, and detail drawings) of permanent and non permanent underpinning components as specified in Technical Service Agreements issued by Bechtel Project Engineering.
- 4. DESIGN CONTROL Design Control for the underpinning of the Auxiliary Building (Electrical Penetrations and Control Tower Structure), Feedwater Isolation Valve Pit fill material replacement will be provided by Bechtel Project Engineering and Design Contractors with approved Quality Assurance Programs. Design control for the underpinning of the Service Water Pump Structure will be provided by Bechtel Project Engineering.
Engineering Department Procedures (EDPs), and Project Engineering Procedures (PEPS) provide the controls for Bechtel Engineering activities which are responsive to the Quality Program requirements of MPQP-2. Design contractors are required to have design control procedures as part of their approved Quality Assurance Program.
Design criteria will be developed from input from consultants, the Midland 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 ASLB Soils hearing.
miO382-4025a-66
MPQP-1 REVISION 7 1983 Page 9 QUALITY PLAN FOR UNDERPINNING ACTIVITIES Design documents, including specifications, drawings and material requisitions, shall be specific as to what is required to ascertain that processes, activities and final products meet their design requirements.
Design documents, including specifications and drawings (as well as changes and revisions to these documents), will be reviewed and checked for compliance to design requirements by Bechtel Project Engineering.
I Design documents will be reviewed by MPQAD QAE. The Quality Assurance Engineering review applies to all design documents.
(MPQAD Procedure M-11)
Quality Assurance Engineering will act as the focal point for the assurance of the resolution of quality related comments.
t Technical specifications and revisions thereof will be generated, reviewed, approved, and controlled by Bechtel Project Engineering in accordance with EDP 4.49.
Initial specifications will also be reviewed by CP Co Design Production and comments submitted to Bechtel Project Engineering. Specification Change Notices (SCNs), used as interim change documents between revisions of the specification, will receive the same level of review and approval by Bechtel Project Engineering as the basic specifications. Specification Change Notices shall be administered and controlled in accordance with PEP 4.49.1.
Project Engineering prepares, reviews, approves, issues and controls design drawings in accordance with PEP 4.46.1.
Changes to engineering miO382-4025a-66
MPQP-1 REVISION 7 1983 Page 10 QUALITY PLAN FOR UNDERPINNING ACTIVITIES drawings receive the same level of review and approval as the basic drawing and are administered in accordance with EDP 4.47 and PEP 4.47.2.
(Underpinning) Subcontractors prepare design and detail drawings for non-permanent underpinning systems / components. These documents are checked, reviewed and approved by Bechtel Project Engineering in accordance with PEP 4.25.2 and EDP 5.16.
Design contractors perpare, review, approve, issue and control design drawings in accordance with their Quality Assurance Program approved by MPQAD and Bechtel Project Engineering.
Bechtel design calculations are originated, checked, approved, controlled and documented by Project Engineering in accordance with EDP 4.37.
All design calculations submitted by the consultant are checked, reviewed and approved by Bechtel Project Engineering in accordance with PEP 4.25.2.
Design calculations by the design contractor are originated, check, and controlled in accordance with their Quality Assurance Program approved by MPQAD and Bechtel Project Engineering.
Bechtel Project Engineering will review all design calculations, design drawings, and detail drawings by design contractors in accordance with PEP 4.25.2 and EDP 5.16.
All design documents by subcontractors, design contractors and consultants are documented and retained in accordance with Administrative Services Department Procedure (ADP) ADP-2.2 and ADP-2.13.
miO382-4025a-66
MPQP-1 REVISION 7 1983 Page 11 QUALITY PLAN FOR UNDERPINNING ACTIVITIES Bechtel Field Soils Organization shall request from or notify Project Engineering of changes to design documents by Field Change Requests (FCRs) and Field Change Notices (FCNs), respectively. The FCRs will be reviewed, evaluated, dispositioned, controlled and administered in accordance with PEP 4.62.1.
FCNs will allow the Bechtel Field Soils Organization to initiate field changes in design documents originated by Bechtel Project Engineering within the allowable guidelines of Field Procedure FPD-2.000 and Specification G-34 (Q) as provided by Project Engineering. FCNs will be reviewed, evaluated, dispositioned, controlled and administered according to PEP 4.62.1.
Changes to design contractor orignated documents will be accomplished by the Design Contractors change program or by a field engineering request using the FCR.
The design interface for the underpinning activities between Project Engineering, project groups, technical support groups, subcontractors, design contractors and consultants shall be administered as illustrated in Attachment 2, Design Document Interface Flowchart, and Attachment 3, Design Interface Flowchart for Design Contractors. Geotech Services will receive design for review in accordance with PEP 4.25.2.
The Subcontractor receives design documents from Bechtel Field Soils Organization in accordance with FID 1.100.
The Resident Structural Engineers duties on site are defined in PEP 2.14.9.
Inspections are performed by Quality Control to verify that construction is being performed to the latest revisions of the design documents.
Audits and/or overinspections are conducted by MPQAD Site audit miO382-4025a-66
MPQP-1 REVISION 7 1
1983 Page 12 QUALITY PLAN FOR UNDERPINNING ACTIVITIES l
organization and Quality Assurance Engineering respectively. Field geotechnical activities, including subgrade acceptance, are accomplished in accordance with PEP 2.14.8.
5.
PROCUREMENT AND RECEIVING 4
Procurement of items and services for the remedial underpinning work is performed by Bechtel employing the technical and quality requirements established in the specifications and drawings. Q-material requisitions are originated by Bechtel Field Soils Organization in accordance with FPG-8.000. The Bechtel Field Soils Organization is responsible for assuring that applicable Quality Program requirements, design bases, specifications, procedures and drawings are included and referenced in I
the material requisitions.
Bechtel Field Procurement Department initiates formal purchase orders and will be responsible for ensuring that the procurement package conforms to the material requisition.
Quality Assurance Engineering reviews and approves procurement documents in accordance with MPQAD Procedure M-5 to assure that necessary Quality 4
Assurance Program requirements are included.
Upon receipt of Q-material, inspections are performed by Quality Control in accordance with PSP G-5.1 to verify items comply with the procurement package requirements and quality verification packages are complete.
Quality verification packages are reviewed for availability, traceability and legibility by Quality Control and audited by Quality Assurance (MPQAD Procedure F-1M).
In addition, a technical review will be performed by 4
miO382-4025a-66
=.
MPQP-1 REVISION 7 1983 Page 13 i
QUALITY PLAN FOR UNDERPINNING ACTIVITIES Quality Control in quality verification packages for acn-shop inspected items.
6.
PREPARATION AND IMPLEMENTATION OF PROCEDURES / INSTRUCTIONS Written instructions to the Subcontractor are in the form of engineering specifications, drawings, and approved changes thereto.
The G-32ID form (controlled by EDP 4.58) attached to the specifications identify the procedures and other vendor submittals, which are the minimum required to be submitted by the Subcontractor prior to the start of fabrication and construction. These procedures are logged, controlled, and distributed by the Field Document Control Center and reviewed by Project Engineering and MPQAD.
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 M-10)
These procedures, when approved by MPQAD, cnd Bechtel Project Engineering, provides authorization for fal.rication/ construction to proceed.
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.
Inspection planning is performed by MPQAD in accordance with PSP G-6.1 and MPQAD _ Procedure E-3M, utilizing miO382-4025a-66
MPQP-1 REVISION 7 1983 Page 14 QUALITY PLAN FOR UNDERPINNING ACTIVITIES inputs from technical specifications, design drawings, Subcontractor procedures and shop drawings.
Project Quality Control Instructions (PQCIs) are prepared to cover all Subcontractor quality related activities.
Existing PQCIs are adapted for standard construction activities such as concrete batching, placement and testing, and reinforcing steel installation. Additional PQCIs are developed as necessary to verify new underpinning activities such as temporary support installation, load transfer and threaded reinforcing connectors.
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 E-1M.
The Subcontractore are indoctrinated to quality control inspection practices to assure that hold points, included as an integral part of the Subcontractor's procedures, are adhered to.
For site construction activities, the detailed implementing procedures shall utilize integrated construction planning, as follows:
a) Hold points shall be clearly identified in the procedures.
b) The procedures shall provide for MPQAD 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 engineering drawings and procurement documents.
miO382-4025a-66
- ~
MPQP-1 REVISION 7 1983 Page 15 QUALITY PLAN FOR UNDERPINNING ACTIVITIES Calibration, maintenance and control of measuring and test equipment is provided by aporoved agencies which will be pre qualified by Quality Assurance Engineering. These agencies provide for traceability to national standards, the unique identification of each instrument or equipment requiring calibration, the maintenance of calibration frequencies, and identification of calibration status.
Calibration records are maintained by the agencies and are transmitted to Bechtel Field Soils Organization for review. At the completion of the subcontract, these records will be turned over to MPQAD.
Performance and i
effectiveness of the agencies is verified by Quality Assurance 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 FPG 4.000 and 5.000'aad supplemented by the Subcontractor's procedure. Storage and handling of material and equipment is subject to Quality Control inspection and verification according to PSP G-5.1 and Quality Assurance overinspections and/or audits per MPQAD Procedures E-1M and F-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 (FDCC) in accordance with Bechtel Field Procedure miO382-4025a-66
MPQP-1 REVISION 7 1983 Page 16 QUALITY PLAN FOR UNDERPINNING ACTIVITIES FPD 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 FDCC distributes the procedures for review and approval as defined in the Quality Plans included with specifications 7220-C-194 and C-195.
Bechtel Project Engineering and/or Resident Engineerirg, as designated, is responsible for resolving review comments.
All quality records are controlled by EDPs 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.
NONCONFORMING ITEMS AND CORRECTIVE ACTION Nonconformances discovered during construction inspection activities are documented and controlled by MPQAD in accordance with PSP G-3.2 and/or MPQAD Procedure F-2M and M4.
These procedures provide for the identification and documentation of the nonconforming item, identify the authority for and disposition of the nonconforming condition, and provide for documenting the reinspection and closeout of the nonconformance.
Dispositions to non-conformance reports 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 miO382-4025a-66
- - =
4 MPQP-1 REVISION 7 1983 Page 17 QUALITY PLAN FOR UNDERPINNING ACTIVITIES l
and provide verification of disposition implementation prior to closing of the non-conformance report.
Within the Midland Project Quality Program, the identification of reportable items is accomplished by MPQAD through the review of nonconformance reports, supplier surveillances and quality assurance i
audits. Corrective action for quality problems will be controlled by MPQAD Procedure F-2M, M-4 or F-3M.
In the design phase, investigation of cause and action taken to preclude i
f recurrence of design deficiencies will be accomplished through EDP 4.65.
t Design deficiencies include those items which are not identified in the i
course of design development and which ultimately require changes.
11.
AUDITS Audits are performed by Quality Assurance to verify conformance to quality requirements. MPQAD Procedure F-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. The primary responsibility for site audits rests with the MPQAD Site audit organization.
Soils Quality Assurance supports this audit acMvihc.s l
function. Audits of Bechtel Ann Arbor 9%S4 and Design Contractors are accomplished by MPQAD Quality Engineering. Audits of Suppliers are accomplished by Bechtel Supplier Quality with participation by Quality Assurance Engineering.
i' miO382-4025a-66
'-,.----.,,--m,w--.r-,.-
.n-,_,_,-~,,-e y,.-,m.w,..m-ye,,
_,,,.,_..m,.,%-,----
,,-,, -- v-,nw. -,,.
..,m_.,-.w._,
n..m
MPQP-1 REVISION 7 1983 Page 18 QUALITY PLAN FOR UNDERPINNING ACTIVITIES 12.
TRAINING AND CERTIFICATION All inspectors and quality auditors are trained and certified in accordance with MPQAD Procedures B-2M and/or B-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 changes and site organizations and interfaces. The training is initially completed prior to any Q-listed work proceeding. Additional training sessions will be scheduled by MPQAD to indoctrinate personnel which are assigned after the initial indoctrination. The Subcontractor is required to implement training for the procedures covering the Subcontractors Q-listed activities.
l i
l miO382-4025a-66 l
MPQP-1 REVISION 7 1983 Page 19 QUALITY PLAN FOR UNDERPINNING ACTIVITIES LIST OF APPLICABLE PROCEDURES l
i l
miO382-4025a-66
MPQP-1 REVISION 7 List of Applicable Procedures 1983 Page 20 MIDLAND PROJECT QUALITY ASSURANCE DEPARTMENT PROCEDURES B-2M Personnel Training 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 F-1M Audit F-2M Nonconformance Reporting, Corrective Action and Statusing F-3M Resolution of Significant Quality Problems F-11M Documentation Control F-12M Quality Records M-4 Quality Action Request M-5 QA Review of Bechtel Field-Originated Procurement l
l Documents I
M-10 MPQAD Review of Subcontractor Procedures / Instructions j
for work covered by the April 30, 1982 ASLB order.
l l
miO382-4025a-66
MPQP-1 REVISION 7 List of Applicable Procedures 1983 Page 21 M-11 MPQAD Review and Approval of Bechtel Design Documents, Field Sketches, and Shop Drawings for werk covered by the April 30, 1982 ASLB Order.
ENGINEERING DEPARTMENT PROCEDURES EDP - 4.37 Design Calculations EDP - 4.49 Project Specifications EDP - 4.58 Specifying and Reviewing Supplier Engineering and Quality Verification Documentation EDP - 4.65 Design Deficiency EDP - 5.16 Supplier Document Control EDP - 5.24 Document Distribution Control Center ADMINISTRATIVE SERVICES DEPARTMENT PROCEDURES ADP - 2.2 Project Eecords Control, Retention, and Turnover ADP - 2.13 Project Supplier Design Document Control i
1 miO382-4025a-66
MPQP-1 REVISION 7 List of Applicable Procedures 1933 Page 22 FIELD PROCEDURES FPG-8.000 FMRs FPD-2.000 Field Change Request / Field Change Notice FPG-4.000 Storage Maintenance / Inspection of Equipment and Materials FPG-5.000 Maintenance / Inspection of Material and Equipment Released for Construction FID-1.100 Vendor Document Review FPD-1.000 Field Documentation of Correspondence Control PROJECT SPECIAL PROVISIONS PSP G-3.2 Control of Nonconforming Items
[
PSP G-5.1 Material Receiving and Storage Control j
PSP G-6.1 Inspection Planning I
I PSP G-7.1 Document, Records and Correspondence Control i
PSP G-8.1 Qualification, Evaluation, Examination Training and Certification of Construction Quality Control Personnel miO382-4025a-66
MPQP-1 REVISION 7 List of Applicable Procedures 1983 Page 23 PROJECT ENGINEERING PROCEDURES PEP - 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 with Consumers Power Company for Midland Job 7220.
PEP - 4.46.1 Project Drawings PEP - 4.47.2 Drawing Change Notices PEP - 4.49.1 Specification Change Notice PEP - 4.62.1 FCR/FCN PEP-2.14.8 Resident Geotechnical Engineer for Remedial Soils Activities PEP-2.14.9 Resident Structural Engineer for Remedial Soils Activities l
l miO382-4025a-66
PROJECT FUNCTIONAL MATRIX Eg, FOR UNDERPINNING ACTIVITIES
[
/
/
~
e h*
4$
h N'
h 0//
POLICY DESIGN PROCUREMENT INSTALLATION O
O 9
e CPCa PROJ MGMT CECHTEL PROJ MGMT O
O 9
e CPC2 PRODUCTION ENGRG O
O O
O O
EECHTEL CGMT ENGRG S
9 9
8 O
BECHTEL PROJ ENGRG G
S S
O 9
O O
O O
O O
LECHTEL QUALITY ENGRG G
G G
G O
O MRJD/MERGENTINE (TSA)
O O
O O
O O
' WISS JANEY (TSA) e S
S e
e e
e e
9 9
9 9
9
! SPENCER, WHITE, AND PRENTIS O
O O
O O
O GEOTECH SERVICES O
O O
O O
e O
O O
O O
O O
O O
UIP SUBCONTRACTORS
, FIELD SOILS ORGANIZATION g
MRJD (Design Contractor) g g
g g
CPOAD g
S S
S S
g 9
9 9
9 9
genYi a sY ONLY 6 ees bot
% :t:rt.:" :.'=':3.0.:,J':.6
- =:'
DESIGN DOCUMENT INTERFACE FLOWCHART "j[3;b,
ATTACHMENT 2 TECHNICAL PROJECT ENGINEERING INTERFACING CONSULTANTS PROJECT ADMINISTRATION CIVILISOILS GROUP GROUPS
- l EDP 4.37 PEP 4.1.1 I REVIEW ORIGINATEISUBMIT LOGSIN AND t
CALCULATIONS ROUTES TO CIVIL AND DRAWINGS SOILS GROUP
' INTERFACING GROUPS (as defined by PEP 4.25.2 or approved alternate) l eDISCIPLINE ENGINEERING GROUPS ASSIGN APPROVAL eCHIEF ENGINEER (per EDP 4.34)
STATUS eGEOTECHNICAL SERVICES oCONSULTANTS eOUALITY ENGINEERING (drawings and specifications) eMPOA (drawings and specifications)
A V
FOR O
[ LOG OUT
(:
REVISE AND D GN NP RESUtlMIT YES EDP 4.37 GENERATE DESIGN I
CALCULATIONS, REVIEW AND PEP 4.46.1 DESIGN DRAWINGS, COMMENT t
I AND TECHNICAL l
EDP 4.49 SPECIFICATIONS I
COORDINATE WITH INTERFACING PEP 4.25.2 GROUPS I
l MCORPORATEl RESOLVE COMMENTS i
SIGN OFF AND ISSUE FOR USE G 19M t,4
)
MPOP-1 REVISION 7 ATTACHMENT 3 DESIGN DOCUMENT INTERFACE FLOWCHART FOR DESIGN CONTRACTORS MRJD DOCUMENT PROJECT ENGINEERING INTERFACING CONTR CTOR l
CONTROL CIVILlSOILS GROl;P GROUPS *
(MRJD)
EDP 5.16 l
GENERATE DESIGN LOGS AND ROUTES TO m
REVIEW AND COMMENT CALCULATIONS, m@
BECHTEL PROJECT DESIGN DRAWINGS.
ENGINEERING AND AND DETAll DRAWINGS muu>
OTHER INTERFAC!NG MM GROUPS t
l REVIEW AND COMMENT i
l l COORDINATE WITH m
INTERFACING GROUPS YES
^
INCORPORATEl i
COMMENTS LOG COORDINATION l'
RESOLVE COMMENTS 8
7 NO EDP 5.16 SIGN OcF AND ISSUE ASSIGN APPROVAL
- lNTERFACING GROUPS (as defined FOR USE STATUS LEVEL I by PEP 4.25.2 or approved alternate) e GEOTECHNICAL SERVICES I EDP 5.16 e CONSULTANTS e OUALITY ENGINEERING e MPOA e DPD (CPCo)
ISSUE DESIGN DRAWINGS TO FSO FOR CONSTRUCTION 32-G-1919-G5 J