26
Gb:””’r- 1.ECN 189432 _______....... . .......... ............. ENGINEERING CHANGE NOTICE Paps 1 of 3 E; 2. ECN Category 3. Originator‘s Name, Organizatiun, MSIN, 3a. US0 Required? 4. Date (mark one) and Telephone No. Suwllmntal TR Pauly/8KAlO/X3-85/37;!-2438 [I yes [XI NO 11 July 96 Temporary [I K Basins Integrated Mater 105KE/105KW na Revision 5. Project Title/No./Uork Order Llo. 6. Bldg./Sys./Fac. No. 7. Approval Designator Changs ECN Standby Supersedure Cance I./Vo i d [I 8. Docmnt Numbers Changed by this ECN 9. Related ECN No(s). 10. Related PO No. [I Treatment System /a. (includes sheet no. k-@ rev.) WHC-SD-SNF-003, Rev.0 No. lla. Modification Work llb. Uork Package llc. Modification Work Conplete lld. Restored to Original condi- tion (Tq. or Standby ECN only) [] yes (fill out Elk. No (NA Elks. llb, 12. Description of Change Vfirt Iv( h cog. Engineer Signature &Date Cog. Engineer Signature &Date VI& llb) llc, lld) This ECN revises the Statement of Work for Definitive Design of the K Basins Integrated Water Treatment System to reflect the fact that the scope of work described i n Rev.0 of the SOW has been split into two phases, Preliminary Design and Definitive Design, and the fact that Preliminary Design will be completed prior to starting Definitive Design. This change affected the scope of Definitive Design, and the schedule for accomplishing that work. revised SOW. The new scope and schedule for Definitive Design are described i n the 13a. Justification (mark one) Criteria Change [XI Design Irrprovmnt [I Envirormental [] Facility Deactivation [] As-Found [] Facilitate Const [] Const. Error/mission [] Design Errorlamission [] 13b. Justification Details It was necessary to split design into two phases, Preliminary and Definitive. Preliminary phase was used to update the Conceptual Design by incorporating Value Engineering recommendations prior to initiating Definitive Design. scope and schedule of the original Definitive Design SOW. The This changed the 14. Distribution (include name. WIN, and no. of copies) See attached Distribution Page A-75’00-013-2 (11/94) CEF095 I L A-7900-015-1 (OW32

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Page 1: [I /a./67531/metadc702307/... · WHC-SO-SNF-SOW-003 Rev. 1 Page 2 of 19 1.1 Background The Hanford Spent Nuclear Fuel Project has committed to an accelerated storage facility in the

Gb:””’r- 1.ECN 189432 _______....... . .......... ............. ENGINEERING CHANGE NOTICE

Paps 1 of 3 E;

2. ECN Category 3. Originator‘s Name, Organizatiun, MSIN, 3a. US0 Required? 4. Date (mark one) and Telephone No.

Suwllmntal TR Pauly/8KAlO/X3-85/37;!-2438 [I yes [ X I NO 11 J u l y 96

Temporary [I K Basins In teg ra ted Mater 105KE/105KW na Revision 5. Project Title/No./Uork Order Llo. 6. Bldg./Sys./Fac. No. 7. Approval Designator

Changs ECN

Standby Supersedure Cance I./Vo i d [I 8. D o c m n t Numbers Changed by this ECN 9. Related ECN No(s). 10. Related PO No.

[I Treatment Sys tem /a . (includes sheet no.

k-@ rev.) WHC-SD-SNF-003, Rev.0

No. lla. Modification Work llb. Uork Package llc. Modification Work Conplete lld. Restored to Original condi-

tion ( T q . o r Standby ECN only)

[] yes (fill out Elk.

No (NA Elks. llb,

12. Description of Change

V f i r t Iv( h cog. Engineer Signature &Date Cog. Engineer Signature &Date

V I & llb)

llc, lld)

This ECN rev i ses the Statement o f Work f o r D e f i n i t i v e Design o f t h e K Basins In teg ra ted Water Treatment System t o r e f l e c t t he f a c t t h a t t he scope o f work descr ibed i n Rev.0 o f t he SOW has been s p l i t i n t o two phases, Pre l iminary Design and D e f i n i t i v e Design, and the f a c t t h a t P re l im ina ry Design w i l l be completed p r i o r t o s t a r t i n g D e f i n i t i v e Design. This change af fected the scope o f D e f i n i t i v e Design, and the schedule f o r accomplishing t h a t work. rev i sed SOW.

The new scope and schedule f o r D e f i n i t i v e Design are descr ibed i n the

13a. Justification (mark one) Criteria Change [XI Design Irrprovmnt [ I Envirormental [] Facility Deactivation [] As-Found [ ] Facilitate Const [] Const. Error/mission [ ] Design Errorlamission [ ] 13b. Justification Details It was necessary t o s p l i t design i n t o two phases, P re l im ina ry and D e f i n i t i v e . P re l im ina ry phase was used t o update the Conceptual Design by i n c o r p o r a t i n g Value Engineering recommendations p r i o r t o i n i t i a t i n g D e f i n i t i v e Design. scope and schedule o f t he o r i g i n a l D e f i n i t i v e Design SOW.

The

Th is changed the

14. Distribution (include name. WIN, and no. of copies) See at tached D i s t r i b u t i o n Page

A-75’00-013-2 (11/94) CEF095 I

L A-7900-015-1 (OW32

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15. Design V e r i f i c a t i o n R w u i r e d

17. Schedule Inpact (days) CONSTRUCTION

16. Cost Impact

ENGINEERING ) J I k

r i Tank Calibration Manual

[ j yes

[ X I No

Functional Design Cliteria

Operating Spsclficatlon

cmmlm, !;pacification

Conceptual Design Report

Equipment Spec.

c o w t spnc.

Procuremant spec.

Vendor Information

DM Manuid

FSARISAR

Safety Equipment List

Radiation \No& Pstmn

Environmental Impact Statamant

Envimnrnental Report

Environmental Psrmn

Improvement [ ] Delay [ I

[ I $ [ I $

Add i t iona l [ I $ Addi1:ional

Savings Savings [ I f

StrsssIDasign Raport

Interface Contmi Drawing

Calibration Pmcedun

Installation Procadurn

Maintenancs Pmcmdura

Engineering Pmcadun

Operating inmntcticm

Operating Pmcsdura

Operatiomi Safety Requirement

IEFO Drawing

Cell Anangamant hawing

Essential Material lpecification

Fac. Proc. Samp. Schaduls

hepaction Plan

Inventory Adjustmmt Request

Hsakh Physics Procedure

Spans Mukipla Unlt Listing

Test Pmcedurs.1Spscificdion

Component index

ASME Coded kern

Human Factor Consideration

Computer Softwan

Elmtic Circuit Schedule

ICRS Procedure

Pmcsrr Contmi ManuallPlan

Process Flow Chart

Purchase Rsquimon

Tickler Fila

I V J pr [ I L J [ I

19. Other A f fec ted D o c m n t s : (NOTE: Docments l i s t e d belou n i l 1 no t be rev ised by t h i s ECN.) Signatures below i n d i c a t e t h a t the s ign ing organ iza t ion has been n o t i f i d o f other a f f e c t e d docments l i s t e d below.

Ciocment Nuher /Rcv is ian Docunent NlmberlRevision Document N d e r Rev is ion

20. Approvals

Signature Date -NS AND ENGINEERING - QA RE Lacey pr Safety W Envlron. GS Hunacek I 'b- .d& Design A u t h o r i t y DL SherrelL

Signature ARCHITECT-ENGINEER

PE

Date

QA

Safety

Design

Envi ron.

Other

DEPARTMENT OF ENERGY

Signature or a Control Nunber t h a t t racks the Approval Signature

ADDITIONAL

A-7900-013-5 (11/94) GEF096

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WHC-SD-SNF-SOW-003, Rev. 1

STATEMENT of WORK for DEFINITIVE DESIGN of the K BASINS INTEGRATED WATER TREATMENT SYSTEM PROJECT

T.R. Pauly Westinghouse Hanford Company, Ri'chl and, WA 99352 U.S. Department o f Energy Contract DE-AC06-87RL10930

EDT/ECN: 189432 UC: 602 Org Code: 2A900 Charge Code: LD129 B&R Code: EW3135040 Tota l Pages: 23

Key Words: K Basins, I n teg ra ted Water Treatment, SOW

Abst ract :

Th is Statement o f Work (SOW) i d e n t i f i e s the scope o f work and schedule requirements f o r completing D e f i n i t i v e Design o f t he K Basins In teg ra ted Water Treatment Systems (IWTS) Subproject. Th i s SOW s h a l l form the con t rac tua l bas is between WHC and the Design Agent f o r t he D e f i n i t i v e Design.

TRADEMARK DISCLAIMER. Reference herein to any specific comnercial product, process, or service by trsde name, trademark, manufacturer, or otheruire, does not necessarily constitute OP imply its endorsement, reconmendation, or favoring by the United States Govermnt or any agency thereof o r its contractors or subcontractors.

Printed in the United States of America. To obtain copies of this d o c w n t , contact: UHC/ECS D o c w n t Control Services, P A . Box 1970, Maillstop H6-OB, Richland UA 99352, Phone (509 ) 372-2420; Fax (509 ) 376-4989.

7/f* R e l h s e Approval Dare Release Stamp

Approved for Public Release

A-640O-OTJ (10 /95 ) tEF321

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( 1 ) D o c m n t Nmber

RECORD OF REVISION WHC-SD-SNF-SOW-

(2) T i t l e Statenlent o f Work for Def in i t ive Design o f the K Basins Integrated Water Treatment

C l

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WHC-SD-SNF-SOW-003 Rev . 1 Page i o f 19

TABLE OF CONTENTS

1.0 INTRODUCTION . . . . . . . . . . . . . . . . . . . . . . . . . . . 1 1.1 Background . . . . . . . . . . . . . . . . . . . . . . . . . 2 1.2 Locat ion . . . . . . . . . . . . . . . . . . . . . . . . . . 2

2.0 DESCRIPTION OF REQUIRED SERVICES . . . . . . . . . . . . . . . . . 3 2.1 Update P re l im ina ry Design I l e l i ve rab les . . . . . . . . . . . . 5

2.1.1 D e f i n i t i v e Design Woirk Plan . . . . . . . . . . . . . . 5 2.2 Operation & Maintenance Philosophy & Assessment . . . . . . . 7 2.3 System Design Descr ip t ions . . . . . . . . . . . . . . . . . . 7 2.4 ALARA Implementation & Sh ie ld ing Analys is Plan . . . . . . . . 7 2.5 C r i t i c a l i t y Safety Evaluat ion Report . . . . . . . . . . . . . . 7 2.6 Safety Bases . . . . . . . . . . . . . . . . . . . . . . . . . 7

2.1.2 D e f i n i t i v e Design Procedures . . . . . . . . . . . . . . 6

2.7 Engineering Drawings . . . . . . . . . . . . . . . . . . . . . 8 2.8 Construct ion & Procurement Spec i f i ca t i ons . . . . . . . . . . 8 2.9 Acceptance Test Procedures . . . . . . . . . . . . . . . . . . 8 2.10 L i s t s . . . . . . . . . . . . . . . . . . . . . . . . . . . . . 8 2.11 P ro jec t Cost Estimate . . . . . . . . . . . . . . . . . . . . . 8 2.12 P ro jec t Schedule . . . . . . . . . . . . . . . . . . . . . . . 2.13 D e f i n i t i v e Design Report . . . . . . . . . . . . . . . . . . . 2.14 Other Assistance . . . . . . . . . . . . . . . . . . . . . . .

3.0 PROJECT MANAGEMENT . . . . . . . . . . . . . . . . . . . . . . . . 3.1 Performance o f Work . . . . . . . . . . . . . . . . . . . . . 3.2 Technical Approach . . . . . . . . . . . . . . . . . . . . . 3.3 Issues/Concerns and Act ion Tracking System . . . . . . . . . 3 . 4 Design-to-Cost . . . . . . . . . . . . . . . . . . . . . . .

4.0 MANAGEMENT & CONTROL . . . . . . . . . . . . . . . . . . . . . . . 4.1 Contractor Work Breakdown !Structure . . . . . . . . . . . . . 4.2 Status Reports . . . . . . . . . . . . . . . . . . . . . . . 4 . 3 Design Reviews . . . . . . . . . . . . . . . . . . . . . . .

5.0 MEETINGS . . . . . . . . . . . . . . . . . . . . . . . . . . . . . 5.1 Kick-Of f Meetings . . . . . . . . . . . . . . . . . . . . . . 5.2 Progress Meetings . . . . . . . . . . . . . . . . . . . . . 5.3 Design Review Meetings . . . . . . . . . . . . . . . . . . . 5.4 Working Meetings . . . . . . . . . . . . . . . . . . . . . .

6.0 DOCUMENTS . . . . . . . . . . . . . . . . . . . . . . . . . . . . . 6.1 Document Contro l . . . . . . . . . . . . . . . . . . . . . .

6.1.1 Document I d e n t i f i c a t i o n and Format . . . . . . . . . 6.1.2 Document Approval . . . . . . . . . . . . . . . . . . 6.1.3 Document Transmi ttiil . . . . . . . . . . . . . . . .

6.2 Document F i l e s and Ob jec t i ve Evidence . . . . . . . . . . . . 6.3 Drawings . . . . . . . . . . . . . . . . . . . . . . . . . .

9 9 9

10 11 11 12 12

12 12 13 13

14 14 14 14 14

15 15 15 16 16 16 17

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WHC-SD-SNF-SOW-003 Rev . 1 P a w ii o f 19

7.0 DESIGN END ITEMS . . . . . . . . . . . . . . . . . . . . . . . . . 17

8.0 REFERENCES . . . . . . . . . . . . . . . . . . . . . . . . . . . . 19

9.0 ABBREVIATIONS AND ACRONYMS . . . . . . . . . . . . . . . . . . . . 19

LIST OF TABLES

"able 1 D e f i n i t i v e Design Schedule! . . . . . . . . . . . . . . . . . . 4

"able 2 D e f i n i t i v e Design End I tem Review and Approval M a t r i x . . . . 18

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WHC-SD-SNF-SOW-003 Rev. 1 Paqe 1 of 19

STATEMENT OF WORK FOR DEFINITIVE DESIGN OF THE K BASINS INTEGRATED WATER TREATMENT SYSTEMS PROJECT

1.0 INTRODUCTION

This Statement of Work (SOW) describes the work scope to be performed by the Design Agent under the direction of the Hanford Site operating contractor (OC), currently Westinghouse Hanford Company (WHC), for the preparation of the Definitive Design (Title 2) media for the K Basins Integrated Water Treatment Systems (IWTS) Subproject. The IWTS Subproject consists of the equipment, hardware, facilities, and support systems necessary to maintain water quality, radionuclide levels, clarity, and cooling, during the retrieval, processing, and removal of fuel, debris, and sludge from K East and K West Basins. The Design Agent will be requested to provide reports, studies, analyses, engineering, drawings, estimates, and schedules. The overall goal of this task is to do the following:

1. Using the IWTS Preliminary Desigin Report as a starting point, this task will provide a Definitive Design1 Report (DDR) for the IWTS project. This report will contain a completed design for the planned procurement and construction work consisting1 of detailed drawings, construction specifications, and acceptance test procedures (ATPs) for construction by the Hanford onsite Engineerinig & Construction contractor ( E C ) , or for the bid, award, procurement, conlstruction, installation, testing, and acceptance of work by others. Elid package preparation will be by the EC contractor.

2. Provide a revised project cost estimate and revised project schedule for completing construction of the IWTS.

3 . Update as necessary the documents and procedures that will be used during Definitive Design. Theses will include the IWTS Design Requirements Document, IWTS Quality Assurance Plan, IWTS Configuration Management P1 an, and IWTS Designl-to-cost Procedure.

4 . Achieve project scope within schledule and budget; achieving minimum construction cost consistent with functional, programmatic, environmental, security, and safety requirements.

5. Achieve optimum economy in opera,tions and maintenance with appropriate consideration to expected period1 of use, sound construction practices, quality assurance requirements, and energy conservation requirements.

6. Selected equipmentlsystems are dlesignated as government-furnished equipment (GFE) based on compatibility or experiences at the Hanford Site or other government facilities. The Design Agent for definitive design is responsible for integrating GFE items and systems into the overall design. Exchange Modules ( IXMs) . Items identified to date as being GFE include the Ion

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WHC-SO-SNF-SOW-003 Rev. 1 Page 2 of 19

1.1 Background

The Hanford Spent Nuclear Fuel Project has committed to an accelerated

storage facility in the 200 Areas. A key part of this action involves retrieval o f the canisters and fuel rods, decapping of the sealed canisters (KW only), cleaning and inspection of the fuel rods, and transfer into Multiple Canister Overpacks (MCO) for removal from the basins. activities will stir up and resuspend particulates from sludge on the bottoms of the basins, and decapping of canisters and cleaning of the fuel will release soluble and particulate contaminants (both radioactive and non- radioactive) into the water.

During these activities, it is essential to maintain good visibility in the water, to minimize radionuclide levels in the water, to maintain heat removal for the water, as well as to maintain quality of the water (i.e. maintain water as de-ionized) to minimize further corrosion and dissolution o f the fuel elements. The fuel, debris, and sludge retrieval and processing activities will provide increased demands on the existing water treatment systems that will exceed their capabilities for removal of soluble and insoluble contaminants. processing might increase the amount o f heat that must be removed to minimize fuel corrosion and algae growth. Therefore, this project will augment and/or replace the existing water treatment systems in KE and KW basin to meet these increased demands.

1.2 Location

The K Basins Integrated Water Treatment Systems will be located in the immediate vicinity of 105-KE and 105-KW, in the lOOK area of Hanford.

. schedule for removing spent nuclear fuel (SNF) from the K Basins to a new

These

Also, the new equipment installed in the basins for fuel

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WHC-SO-SNF-SOW-003 Rev. 1 Page 3 of 19

2.0 DESCRIPTION OF REQUIRED SERVICES

The Seller is the fully-responsible design agent for translating IWTS subproject requirements into a cost-effective design in sufficient detail to facilitate construction of the KE and KW Integrated Water Treatment systems. The principal objective of Definitive Design is to develop a process design integrating GFE, build-to-print systems, and performance specified systems that meets all the IWTS subproject technical baseline design criteria. The IWTS Subproject Technical Base1 ine consists of two Functional Design Criteria (FDC) documents and S/RIDS:

WHC-SO-SNF-FDC-002, Functional Design Criteria for the K East Integrated Water Systems (WHC 1996a). WHC-SO-SNF-FDC-003, Functional Design Criteria for the K West Integrated Water Systems (WHC 1996b). K Basins StandardslRequirements Identification Document (SIRIDS), Rev. 0 , WHC-SO-SNF-RD-001 (WHC 1995).

Dlefinitive Design will continue the design effort utilizing the drawings and concepts developed during Preliminary design. is required to perform the activities listed in subsections 2 . 1 through 2.8 of this SOW. The Design Agent will supplement this activity list by recommending new work items or the upgrade of identified activities, as necessary, to satisfy assessment of the technical baseline. The Design Agent shall accomplish the Definitive Design in accordance with the schedule shown in Table 1. The Design Agent shall submit 10 copies of each interim and final deliverable.

The Design Agent shall be responsible for the quality, technical accuracy, and coordination of designs, drawings, specifications, estimates, and schedules. The tasks will include reports, schedules, estimates, and other special services as specified in this SOW. of the Department of Energy, Richland Operations Office (RL).

The Design Agent shall be responsible for satisfying all safety and health protection requirements imposed on the design by the technical baseline criteria documents, and for developing a defensible safety bases for the project. The Design Agent shall provide all of the technical expertise in different disciplines (i.e., nuclear safety, criticality engineering, fire protection, industrial safety and hygiene, health physics, radiation protection engineering, etc.) as necessary for developing the safety bases.

As a minimum, the Design Agent

All design media prepared is the property

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T a b l e 1. DEFINITIVE DESIGN SCHEDULE

e Design Uark PLan

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2.1 Update Preliminary Desiqn Delive-

During Definitive Design, the Design Agent shall utilize and update as necessary the Preliminary Design deliverables described in the following subsections, which were originally performed under WHC 1996d.

2.1.1 Definitive Desiqn Work Plan

The Design Agent shall utilize and update as necessary the work plan for completing Definitive Design. The Definitive Design Work Plan shall identify task objectives, approach, activities, del iverables, schedule, and resources required to accomplish each required work scope item, plus any other supplementary work activities or del iverables recommended by the Design Agent. The work plan shall be accompanied by a corresponding schedule showing durations and logic links for accomplishing the tasks described in the work plan. The work plan information should be presented in a manner consistent with the activity-based Contractor Work Breakdown Structure (CWBS) as described in Section 4 . 0 of this SOW. as a minimum, include the following:

The Definitive Design work plan shall,

Identify the objective, technical approach, organizational structure, and assigned lead individuals. Provide a WBS Dictionary that describes the scope of work and deliverables to be performed for each activity, including all intermediate del iverables such as interim review packages. The WBS Dictionary shall logically roll-up to the CWBS hierarchy. Provide an estimate for the quantity and type of resources (e.g. number of labor hours by discipline) required to produce Definitive Design. This estimate shall be derived from and logically tied to the WBS Dictionary. Identify key input or outside data needs that must be provided by other subproject participants for each activity. required input and its restraints on specific activities. Identify Definitive Design deliverables that could be logically separated and accelerated to support potential early procurement or early construction activities. Provide a schedule that shows the sequence and durations of planned activities, constraints, and interdependence for all activities and milestones. This schedule shall be developed in sufficient detail to plan and control the required work activities. The schedule shall:

- Be a time-phased, resource-loaded, logic-based, critical path network schedule of all design activities

- Indicate definitive design milestones - Include lower-level schedules as necessary to identify all

del iverables. - Indicate key external input points

Provide a description of the

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2 .1 .2 D e f i n i t i v e Desiqn Procedures

The Design Agent s h a l l u t i l i z e and update as necessary the f o l l o w i n g procedures t h a t were prepared du r ing the P re l im ina ry Design Phase:

Pro.iect Desiqn Reauirements Document tDRDl summarizing a l l o f t h e c r i t e r i a , i n te r faces , and requirements p e r t i n e n t t o t h i s p r o j e c t . The DRD s h a l l eva luate the' i d e n t i f i e d requirements t o determine t h e i r a p p l i c a b i l i t y , i d e n t i f y those c r i t e r i a areas t h a t r e q u i r e f u r t h e r c l a r i f i c a t i o n , and i d e n t i f y p o t e n t i a l i n t e r p r e t a t i o n s o r waivers o f requirements thiat are reasonable and would produce c o s t - e f f e c t i v e r e s u l t s . l h e DRD should f u r t h e r decompose t h e requirements from the FDC i n a d i s c i p l i n e d systems engineer ing approach t o the ex ten t thad the techn ica l requirements and bas i c design c r i t e r i a are c l e a r l y def ined and t raceab le throughout the design, acqu is i t i on , const ruct ion, and operat ion phases o f t he IWTS. Refer t o the SNF Systems Engineering Management Plan, WHC- SD-SNF-SEMP-001, f o r guidaince and use as appropr ia te. Con f iqu ra t i on Manaaement FW- Any d e v i a t i o n from es tab l i shed techn ica l , cost, o r schedule basel ine i s considered a change, as descr ibed i n the IWTS Projiect Management Plan, " K Basins I n t e g r a t e d Water Treatment Systems P r o j e c t Management Plan," WHC- SD-SNF-PMP-014 (WHC 1996a). The OC s h a l l approve and implement a l l changes t o the sub-project cost , schedule, o r t echn ica l basel ine. The Design Agent sha l l i d e n t i f y t he c o n f i g u r a t i o n management process f o r c o n t r o l o f t he d e f i n i t i v e design a c t i v i t i e s . This process s h a l l be i d e n t i f i e d i n the c o n f i g u r a t i o n management p lan (CMP) that. sha l l be prepared and submitted t o the OC f o r review and approval. The CMP s h a l l be developed i n accordance w i t h the gu ide l i nes contained i n DOE Order 4700.1 , Chapter 111, Par t C . Q u a l i t y Assurance Plan - The Design Agent s h a l l submit, forWHC approval, a p r o j e c t - s p e c i f i c QAP t h a t prov ides a d e s c r i p t i o n o f t he intended QA Program arid how the QA requirements w i l l be appl ied t o the IWTS Subproject. implementing procedures. This m a t r i x s h a l l be developed t o demonstrate t h a t each o f t he app l i cab le requirements o f 10CFR830.120 have been addressed i n the Design Agent's QAP and implementing procedures. The QAP w i l l be under change c o n t r o l w i t h the OC, and w i l l be updated as necessary t o address requirements t h a t have been changed, added, o r de leted. Desiqn-to-Cost Procedure -. The Design Agent i s responsib le fo r determin ing and ma in ta in ing cu r ren t t he To ta l Estimated Cost (TEC) f o r p r o j e c t cons t ruc t i on . As such, t he design agent i s responsib le f o r p rov id ing t i m e l y n o t i f i c a t i o n t o the OC o f any favorable o r unfavorable t rends against t he base1 i n e TEC t h a t may occur du r ing design. The Design-to-Cost Procedure s h a l l descr ibe how the Design Agent in tends t o implement a des ign- to-cost program dur ing d e f i n i t i v e design.

The QAP s h a l l i nc lude a m a t r i x o f

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2.2 Operation and Maintenance Phi1osoDh.y 6 Assessment

Prepare an operation and maintenance philosophy report that clearly explains design assumptions and guidelines. assessment t o select between alternate philosophies.

Perform any necessary cost/benefit

2.3 Svstem Desiqn DescriDtions

Prepare System Design Descriptions (SD13s) for the Integrated Water Treatment systems. The SDDs shall describe the system configuration, arrangement, components, interfaces, performance characteristics, operations, maintenance, and safety & shielding provisions.

2.4 ALARA Imolementation and Shieldinq Analysis Plan

Prepare an ALARA implementation plan, #perform required shielding analyses, and issue a topical report that describes findings and future work items. To ensure that standardized, validated methods are followed for shielding calculations, WHC will review and concur with the Design Agent's shielding design code(s). bases for assumptions, and modeling done in support of shielding design to ensure codes are properly applied and that the principles of "as low as reasonably achievable" have been achieved. reviewed by WHC before the Design Agent uses the calculated values in design.

In addition, WHC will review and concur with source terms,

Shielding calculations may be

2.5 Criticality Safety Evaluation ReDOrt

The Design Agent will be responsible for ensuring that the design meets criticality prevention requirements. these requirements, including all bases, calculations, and assumptions, shall be provided in a criticality evaluation report.

2.6 Safety Bases

The Design Agent shall be responsible for developing the safety bases for the Integrated Water Treatment system so that it may be incorporated into the K Basins Safety Analyses Report (SAR) by the OC. The safety bases shall include identification of Hazard Category, and identification and justification for designation of all Safety Class and Safety Significant structures, systems, and components. The Safety Bases shall identify postulated accident scenarios, assess the consequences of those accidents, and assess the adequacy of proposed barriers for the prevention of the accident or mitigation of consequences. The Safety Bases shall ensure that the Integrated Water Treatment systems can be constructed, operated, maintained, shut down, and decommissioned safely and in compliance with applicable laws and regulations. As part of the safety bases development, the Design Agent shall conduct a Hazards and Operability (HAZlDP) review of the design. The OC will review the safety bases for consistency with the K Basins SAR, and will have responsibility for consolidating the safety bases into the K Basins SAR.

R description of how the design meets

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2.7 Enqineerinq Drawinqs

Prepare all engineering drawings including Engineering Change Notices (ECNs) t o existing facility drawings necessary for procurement, installation, and c:onstruction of the IWTS. Instrumentation Drawings (P&IDs), HVAC drawings, General Arrangement Drawings (GAS), Layout Drawings, Electrical one-lines and wiring diagrams, Piping drawings, Build-to-Print drawings, and installation drawings.

i ! .B Construction b Procurement Soecifications

Prepare all necessary engineering drawings including Piping & Instrumentation Drawings (P&IDs), General Arrangement Drawings (GAS), Layout Drawings, and Build-to-Print drawings for the Definiitive Design. Separate specification packages may be prepared for KW and Kt:.

Engineering drawings include Piping &

2.9 Acceotance Test Procedures

Prepare Acceptance Test Procedures (ATPs). The ATPs will be conducted by the supplier, engineer/constructor, or integrating contractor t o ensure that equipment fabrication, assembly, installation, and/or construction are in accordance with the design requirements. The ATPs shall describe the steps to be followed, with the date to be recorded, in demonstrating the acceptability of the IWTS new installation.

2.10 Lists

[)evelop drawing, specification, equipment, valve, and instrumentation lists. The equipment list shall identify all Safety Equipment and Safety Significant Equipment, including the safety function of such equipment.

2.11 Project Cost Estimate

During Definitive Design, the Design Agent shall revise the Subproject Cost Estimate based on the revised and new design media developed during Definitive Design, in accordance with the Subproject Summary Work Breakdown Structure (PSWBS), The cost estimate shall be prepared using the standard Interactive Estimating (IEST), with summary roll-ups by WBS subelement, CSI Division, and DOE Code of Accounts. The OC will supply the estimates of cost for those WBS subelements and activities provided by the OC and the onsite Engineering and Construction (EC) contractor. and t o provide site-specific factors, but the Design Agent shall be responsible for the accuracy o f the cost estimate.

The EC may be used t o prepare the cost estimate

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2.12 Pro.iect Schedule

During Definitive Design, the Design Agent shall prepare a Schedule for IWTS based on the PSWBS. This schedule shall show all phases of the IWTS Subproject from Definitive Design through the execution of Operability Test Procedures (OTPs). As a minimum, the project schedule shall identify discrete activities, durations, and logical interfaces necessary to successfully manage the work scope identified under each level 8 WBS element identified within the Subproject WBS hierarchy. For the coristruction and installation phases of the project, the schedule shall show as a minimum, those discrete activities that roll up to each level 9 WBS element.

2.13 Definitive Desiqn ReDort

The Design Agent shall prepare a Definitive Design Report (DDR) summarizing the changes in design from Preliminary Design, and including the items prepared under sections 2.1 through 2.12 of this SOW

2.14 Other Assistance

Provide assistance with briefings and formal presentations as requested. The estimated frequency of presentations l is one per month. Include generation of briefing material (narratives, cost data, and graphics), participation in portions of the briefing, and responding to actions (via agreement/commitment documentation and meeting minutes) for which the Design /\gent is made responsible.

Provide input for the training of construction and operations personnel as requested.

Assistance shall

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3.0 PROJECT MANAGEMENT

The Hanford OC w i l l p rov ide o v e r a l l p r o j e c t management f o r t he IWTS Subproject. The OC p r o j e c t manager w i l l have r e s p o n s i b i l i t y f o r determin ing p r o j e c t p r i o r i t i e s , e s t a b l i s h i n g o v e r a l l p r o j e c t schedules, and f o r ensur ing t h a t p r o j e c t a c t i v i t i e s are completed w i t h i n es tab l i shed budgets. The OC Procurement S p e c i a l i s t w i l l have r e s p o n s i b i l i t y f o r admin i s t ra t i on o f t he Design Agent con t rac t . The OC p r o j e c t engineer i s responsib le f o r conducting the day-to-day business o f t he p ro jec t , and w i l l be the designated po in t -o f - con tac t between the Design Agent and a l l o the r Hanford con t rac to r organizat ions.

The OC Design A u t h o r i t y has r e s p o n s i b i l i t y f o r d e f i n i n g t h e p r o j e c t ' s f unc t i ona l requirements, f o r determining i n t e r f a c e c r i t e r i a between IWTS and o the r SNF a c t i v i t i e s and subprojects, and f o r v e r i f y i n g t h a t t he design prov ided by the Design Agent has s a t i s f i e d the es tab l i shed requirements. The OC w i l l be responsib le f o r procur ing those items o r systems designated as GFE on t h i s p r o j e c t . system (JCS) packages f o r work i n v o l v i n g operat ing o r maintenance personnel, f o r p rov id ing independent sa fe ty and q u a l i t y assurance overview, f o r i n t e g r a t i n g the A.9 sa fe ty bases i n t o the K Basins SAR, and f o r assessing readiness of t he p r o j e c t f o r i n s t a l l a t i o n and s tar t -up.

The o n s i t e Hanford EC con t rac to r , c u r r e n t l y ICF Kaiser Hanford, w i l l be responsib le f o r managing the cons t ruc t i on p o r t i o n o f t h i s p r o j e c t . i nc lude p r o v i d i n g and superv is ing o n s i t e cons t ruc t i on forces (CF), and p r o v i d i n g cons t ruc t i on management (CM) f o r o f f s i t e f i x e d p r i c e (FP) con t rac to rs . The p o r t i o n o f t h i s p r o j e c t t o be const ructed by CF p r i m a r i l y inc ludes those cons t ruc t i on a c t i v i t i e s performed i n r a d i o l o g i c a l l y contaminated areas. con t rac to r (s ) p r i m a r i l y inc ludes procurement and cons t ruc t i on f o r those a c t i v i t i e s performed outs ide o f r a d i o l o g i c a l l y contaminated areas. w i l l p rov ide b i d package p repara t i on f o r FP b i d s o l i c i t a t i o n .

The Design Agent w i l l have o v e r a l l t echn ica l r e s p o n s i b i l i t y f o r ensur ing t h a t t he design prov ided meets the techn ica l requirements es tab l i shed i n t h e FDCs. This w i l l i nc lude i n t e g r a t i n g GFE i n t o the design, developing t h e safety bases, p r o v i d i n g cons t ruc t i on drawings f o r CF work, and p r o v i d i n g drawings and s p e c i f i c a t i o n s f o r t he FP p o r t i o n o f p r o j e c t cons t ruc t i on . serv ices requ i red from the d e f i n i t v e Design Agent du r ing cons t ruc t i on w i l l be s o l i c i t e d and procured separate ly from t h i s SOW.

The OC w i l l a l so be responsib le f o r prepar ing j o b c o n t r o l

Th is w i l l

The p o r t i o n o f t h i s p r o j e c t t o be const ructed by FP

The EC

Engineering

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3.1 Performance o f Work

The task objectives, approach, activities, deliverables, schedule, and resources required to accomplish each required work scope item, identified in Section 2.0 of this SOW, plus any other supplementary work activities or deliverables recommended by the Design1 Agent, shall be presented in the work plan prepared by the Design Agent. presented in a manner consistent with the activity-based Contractor Work Breakdown Structure (CWBS) as described in Section 4 . 0 of this SOW. Updates to the work plan shall be submitted far OC review and approval. Agent shall maintain the approved work plan as a controlled document that i s updated to reflect any approved changes in the work scope. shall, as a minimum, contain the following:

The work plan information should be

The Design

The Work Plan

. Identify technical approach, orgianizational structure, and lead individuals . Provide a WBS Dictionary that describes the scope of work and deliverables to be performed for each activity, including all intermediate deliverables such a.s interim review packages. Dictionary shall logically roll-up to the CWBS hierarchy. Provide an estimate for the quantity and type of resources (e.g. number of labor hours by discipline) required to produce Definitive Design. This estimate shall be derived from and logically tied to the WBS Dictionary. Identify key input or outside da.ta needs that must be provided by other subproject participants for each1 activity. required input and its restraints on specific activities. Identify Definitive Design deliverables that could be logically separated and accelerated to support potential early procurement or early construction activities. Specifically identify the design, media that will be reviewed at each planned design review meeting. Provide a schedule that shows the sequence and durations of planned activities, constraints, and interdependence for all activities and milestones. This schedule shall be developed in sufficient detail to plan and control the required wasrk activities. This schedule shall clearly show when design reviews are planned.

The WBS

Provide a description of the

3.2 Technical ADoroach

The authority to provide technical direction to the Design Agent within the scope of this SOW resides with the OC Project Manager. As such, technical direction will be provided to the Design Agent only by the Project Manager and only by written communication. Any changes to this SOW, or direction that impacts the cost/schedule provisions or its terms or conditions, must come only from the procurement specialist. Project Manager of any direction that impacts the contract provisions and request authorization prior to implementation.

The Design Agent shall notify the OC

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3.3 Issues/Concerns and Action Trackina System

The Design Agent shall maintain an Issues, Concerns, and Action tracking system. This system shall record and track significant design-related issues that are raised by any sub-project participant or outside oversight entity, but are not immediately resolvable. issue, the party responsible for resolution, and a planned issue closure date. This system shall also record, and track to closure, specific actions requested through correspondence or meetings.

3.4 Desiqn-to-Cost

The Design Agent is responsible for determining and maintaining current the Total Estimated Cost (TEC) for subproject construction. As such, the design agent is responsible for providing timely notification to the OC of any favorable or unfavorable trends against the baseline TEC. design work plan shall describe how thle Design Agent intends to implement a design-to-cost program for definitive design.

The system shall clearly identify the

The definitive

4.0 MANAGEMENT and CONTROL

4.1 Contractor Work Breakdown Structure

lhe Design Agent shall develop a contract work breakdown structure (CWBS) hased on the project summary work breakdown structure (PSWBS). Agent's work definitions, budgets, schedules, and cost estimates shall be prepared in accordance with the Design Agent's CWBS. The CWBS shall provide for a logical roll-up of all budget, earned-value, and cost data. The PSWBS is as follows:

The Design

1.4.1.04.06.01.2

1.4.1.04.06.01.2.1 Project Management 1.4.1.04.06.01.2.2 Definition and Support 1.4.1.04.06.01.2.3 1.4.1.04.06.01.2.4 Design 1.4.1.04.06.01.2.5 Procurement 1.4.1.04.06.01.2.6 Construrtion/Instal 1 ati on 1.4.1.04.06.01.2.7 Start -u ti

K Basins, Integrated Water Treatment Systems

Envi ronniental , Safety and Qual i ty Assurance

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4.2 Status ReDorts

The Design Agent shall submit a Status Report on or before the tenth day of each month (for the previous month). Each Status Report shall include, but not be limited to, the following information:

Design Agent's narrative highlights and status assessment for each CWBS reporting element. An estimate of the costs for the previous month, and cumulative actual costs for fiscal year-to-date and total task order for each CWBS reporting element. Issues or concerns about cost, schedule, and technical baselines with recommended resolution and narrative about any progress towards resolution. Agreements or commitments for problems or technical issues resolution. Major activities planned before the next monthly status report is due. Approved technical base1 ine change request status. Staffing status for planned and actual staff. DOE "Cost Performance Report" formats 1 and 3 and Variance Analysis (see DOE Order 1332.1A, Uniform Reporting System [DOE 19851) completed at the CWBS level. integrated CWBS cost/schedule data for measuring performance. Earned value progress and any changes in the latest revised estimate shall be included in the Cost Performance Report. on the current month and cumulative-to-date and include cause, effect, and corrective action. The variance analysis shall be prepared at the CWBS reporting level with explanation lower as required to adequately address problems (offsetting variances, etc.). variance analysis thresholds (current month and cumulative to date) shall be SlOk and 10%.

The monthly Cost Performance Reports should provide

The Variance Analysis shall be

Cost and schedule

4.3 Oesiqn Reviews

During Definitive Design, there will be periodic needs to review the design media and provide OC input and concurrence with that media. impacts to the definitive design schedule, design reviews will be conducted in Design Review meetings as described in Section 5.3 of this SOW.

To minimize

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5.0 MEETINGS

This section of the SOW establishes minimal requirements for formal meetings between the Design Agent and the OC. communications (including telephone conferences) having an impact on the work shall be documented in writing by the Design Agent and provided to the OC Project Manager for concurrence within 3 working days. records shall be issued with a controlled record number and maintained as subproject records.

5.1 Kick-Off Meeting

A design kick-off meeting will be held at the Design Agent's office after the task is awarded. with the OC personnel assigned or associated with the project. will focus on a discussion of the SOW and Design Agent's work plan.

5.2 Prowess Meetinqs

Progress meetings shall be held at the Design Agent's offices to review progress of the work once per month. During these meetings, the Design Agent shall present technical progress, issves/concerns (cost, schedule, technical), recommended resolution, and progress toward resolution, open issues, actions, and concerns, statused critical path logic network schedules and a forecast of schedule impacts.

During the meetings, the Design Agent shall identify existing or anticipated problem areas for each activity (including impacts), and report on progress toward problem resolution. The Design1 Agent shall provide an agenda for each meeting at least two working days before the meeting. The Design Agent shall prepare and distribute meeting minutes within 3 working days after the meeting for approval by the OC Project Manager. Minutes shall emphasize issues, concerns, planned actions and responsible individual.

5.3 Desiqn Review Meetinqs

At schedule points specifically identified in the definitive design work plan, design review meetings will be held toi provide review and concurrence by the OC and EC with the design media presented at that meeting. The Design Agent shall prepare and distribute meeting minutes within 3 working days after the meeting for approval by the OC Project Manager. of the design review record.

5.4 Workina Meetinqs

A routine working meeting shall be held once per week, at a consistent time, place, and day, for the exchange of technical information between the Design Agent, the OC, and the EC. The Design Agent shall provide an agenda for each working meeting at least one working day before the meeting. shall prepare and distribute meeting minutes within 3 working days after the nieeting for approval by the OC Project Manager. Minutes shall document agreements, issues, and planned resolutions.

Any informal meetings or oral

These communications

The purpose of the meeting is to acquaint the Design Agent This meeting

These minutes shall form part

The Design Agent

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6.0 DOCUMENTS

P r o j e c t documents and can t rac t documents w i l l be generated du r ing t h e course of the.design. P ro jec t documents are those end-item documents i d e n t i f i e d i n Sect ion 3.0 and 4.0. Contract documents are those documents i d e n t i f i e d i n the purchase order and t h i s SOW.

6 . 1 Document Contro l

A , l l t o p i c a l r e p o r t s prepared by the Design Agent s h a l l be submitted t o t h e OC f o r issuance as suppor t ing documents (SDs). The OC s h a l l be respons ib le f o r ob ta in ing SD numbers and f o r re leas ing SDs; t he design agent s h a l l be responsib le f o r submi t t ing t o p i c a l repo r t s t o the OC i n SD format.

The Design Agent s h a l l i d e n t i f y i n the work p lan the records management procedures t h a t e s t a b l i s h the con t ro l s f o r c o l l e c t i n g , t rack ing , and ma in ta in ing records f o r t he design e f f o r t . Th is procedure s h a l l i nc lude r e c e i p t , t r a n s m i t t a l , processing, d i s p o s i t i o n , and storage requirements. The Design Agent s h a l l have w r i t t e n procedures i n p lace t h a t de l i nea te t h e requirements f o r reviewing, checking, t echn ica l e d i t i n g , and approval o f dlocuments before issuance. These proc.edures s h a l l be issued t o the OC f o r rev iew and concurrence i n a document c:ontrol p lan.

61.1.1 Document I d e n t i f i c a t i o n and Form&

Numbering System. a l l documents, i n c l u d i n g correspondence, techn ica l repo r t s , and s p e c i f i c a t i o n s , e t c . The numbering system w i l l be developed by the Design Agent and descr ibed i n the document con t ro l p lan . show the fo l l ow ing :

P r o j e c t and con t rac t i d e n t i f i c a t i o n

O r i g i n a t i n g f i r m ' s name End-item document t i t l e Document i d e n t i f i c a t i o n number (on each page) Revis ion o r addendum number o r l e t t e r (on each page w i t h rev i sed p o r t i o n i nd i ca ted ) Issue o r r e v i s i o n date Author ized use stamp (e.g., d r a f t , f o r approval, p r o p r i e t a r y i n fo rma t ion ) To ta l number o f pages and number. o f each page (e.g., page 1 o f 4) Table o f Contents o r Attachments (as needed) Approval s ignature and t i t l e o f responsib le person i n o r i g i n a t i n g f i r m ( re leased documents on ly) .

The Design Agent i s r equ i red t o use a numbering system f o r

Each reco rd document s h a l l

- SNF K-Basin In teg ra ted Water Treatment Systems Sub-project A.9 - Contract number/Task Order Number

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6 . 1 . 2 Document ADDrOVal

All design drawings and.technica1 documents submitted to the OC for review shall first be appropriately reviewed by the Design Agent's technical responsible staff including, but not limited to, QA, safety, and drafting checker personnel. Reports and documents shall be checked for technical and editorial accuracy before they are submitted to the OC for any review. Final design drawings, reports, and documents submitted for acceptance by the DC shall be approved by the Design Agent. Acceptance by the OC is the act of reviewing a document and acknowledging that it may be used for the purpose intended at that time.

6 . 1 . 3 Document Transmittal

Unless otherwise agreed upon, transmittal of record documents shall include one reproducible and 10 copies. For documents larger than 8 1/2 by 11 in., photo-quality reproducibles shall be included. Transmittal of record documents produced electronically shall include indices that identify directory and data set file names. Transmittals shall be documented on a suitable, sequentially numbered form that contains a standard document identification number, distribution, and space for reviewers to note the disposition of listed attachments in accordance with the Design Agent's project document transmittal procedure.

6 . 2

Record files with current and previous revisions shall be maintained for sub- project documents in accordance with the Design Agent's approved QA plan. At the conclusion of the task, the OC will advise the Design Agent of the file's disposition. meet code or legal requirements.

Objective evidence is test material and unreduced data that support record documents. Objective evidence includes, but is not limited to, material samples used in examinations and tests, instrument records, radiographs, and photographs. Unless needed for evaluation of a non-conformance or other special use, objective evidence will not be distributed. A "record only" transmittal should be issued with the objective evidence listed in the document index and retained with the record files.

Record Files and Objective Evidence

The Design Agent shall keep redundant copies of data needed to

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6.3 Drawings

A drawing traceability list shall be included near the title block to provide an auditable trail forward and backward between existing and revised drawings. Drawings shall contain a revision block that includes, at a minimum, a revision number, date of revision, revision description, and revision approval initials. Each drawing shall include a list of interfacing drawings. Final Design drawing numbers will be provided by OC.

All drawings shall be prepared using the computer-aided design and drafting (CADD) process. Any exceptions shall be identified and submitted for approval by the OC. All final engineering drawings will be in compliance with the requirements defined in GG-DWG-01 Preparation and Control Requirements for Eigineering Drawings, GG-DWG-02 Autocad' Discipline Layering Conventions, GG- DWG-03 Drawing Index Numbering System, and GG-DWG-04 Parts List/Bill of Material. If Design Agent proprietary software is used, the OC shall have free access to it after the design is completed. All commercial software user rights will be transferred to OC on o r before the sub-project is completed. Drawings and specifications shall be stamped by a professional engineer llicensed by the State of Washington.

Full-size drawings shall be 28" by 40". Reproducible drawings and electronic versions of each drawing shall be furnished by the Design Agent to OC.

Reduced drawings may be 11" x 17".

7.0 DESIGN END ITEMS

End items and approval/concurrence levels for definitive design of the K Basins Integrated Water Treatment Systems are shown in Table 2.

' Autocad is a trademark o f Autodesk, Inc.

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T a b l e 2. D e f i n i t i v e Design End Items Review and Approval M a t r i x

R = Revieu A = Approve I = Information

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8 .0 REFERENCES

WHC 1995,

WHC 1996a,

WHC 1996b,

WHC 1996c,

WHC 1996d,

GG-DWG-01,

GG-DWG-02,

EiG-DWG-03,

EiG-DWG-04,

K Basins SIRIDS, WHC-SO-SNF-RD-001, Rev. 0, D.J. Watson, Westinghouse Hanford Company, Richland, Washington.

K Basins In teg ra ted Water Treatment Systems P r o j e c t Management Plan, WHC-SD-SNF-PMP-014, Rev. 0, J u l y 8, 1996, T.R. Pauly, Westinghouse Hanford Company, Rich l and, Washington

Func t iona l Design C r i t e r i a f o r KE Basin I n t e g r a t e d Water Treatment Systems, WHC-SD-SNF-FDC-002, Rev. 0, June 20, 1996, S.A. B r i s b i n , Westinghouse Hanford Company, Rich l and, Washington

Func t iona l Design C r i t e r i a f o r KW Basin I n t e g r a t e d Water Treatment Systems, WHC-SD-SNF-FDC-003, Rev. 0, J u l y 8, 1996, S.A. B r i s b i n , Westinghouse Hanford Company, Richland, Washington

Statement o f Work f o r P re l im ina ry Design o f t he K Basin I n t e g r a t e d Water Treatment Systems Pro jec t , WHC-SD-SNF-SOW-007, Rev. 0, June 11, 1996, D.C. Derosa, Westinghouse Hanford Company, R ich l and, Washington

Preparat ion and Contro l Requir7ements f o r Engineering Drawings

Autocad D i s c i p l i n e Layering Conventions

Drawing Index Numbering System

Par ts L i s t / B i l l o f Ma te r ia l

9.0 ABBREVIATIONS AND ACRONYMS

ALARA CADD CMP C WBS DOE DRD EC F DC OC PSWBS QAP RL SEMP SNF sow MHC

As Low As Reasonably Achievable Computer-aided design and d r a f t i n g Con f igu ra t i on Management Plan Contractor Work Breakdown S t ruc tu re U.S. Department o f Energy Design Requirements Document Engineering & Construct ion Contractor Funct ional Design CriteriaL Operating Contractor P ro jec t Summary Work Breakdown S t ruc tu re Q u a l i t y Assurance Plan U.S. Department of Energy, Richland Operations O f f i c e Systems Engineering Management Plan Spent Nuclear Fuel Statement o f Work Westinghouse Hanford Company

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To D i s t r i b u t i o n

U.S. Deoartrnent o f Enersv. Richland Ooerations O f f i c e E.D. MacAl is ter S7--41 X

From Page 1 of 1 K Basins IProjects Date 7-11-96

Los Alamos Technical Assoc ia tes /B r i t i sh Nucllear Fuels D.E. B a l l x3- ss X

Project TitWWork Order PROJECT A.9 K BASINS INTEGRATED WATER TREATMENT SYSTEMS STATEMENT OF WORK FOR DEFINITIVE DESIGN, REV. 1

Westinshouse Hanford Cornoany D.C. Derosa R.A. Finke G.S. Hunacek J.M. Kur ta J.E. Kur t z R.E. Lacey T.R. Pauly D. L. S h e r r e l l T.S. Smith D.S. Takasumi M.J. Wiemers

EDT No. ECN No. 189432

A.9 P r o j e c t F i l e s

Name

x3-85 R2-71 x3-79 x3-74 X3-60 x3-85 x3-45 R3-86 61-25 x3--85 x3-85

X3-85

Text Text Only Attach./ EDT/ECN MISIN With All Appendix Only

Attach. Only

X X

X

1-6000-135 (01/93) UEF067