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SWEC Contract with Amends no. 1-5 1983
otAleUr ALASKA .vv ee FH| a a |DEPARTMENT OF ADMINISTRA'C.|#1 494,200STANDARDAGREEMENTFORm.C04'332 FOR PROFESSIONAL SERVICES CONTRACT ATIN §3:0S027. ,This contract,which is effective only if it is approved by the Department of Administration,is between the State of Alaska,rv nent of Commerce and Economic Development -Alaska Power Authority hereafter,The State,and Contractor Stone and Webster Engineering Corporation hereafter,the Contractor Mailing Address Street or P.O.Box City State Zip Code 245 Summer Street Boston Massachusetts 02107 Alaska Business License Number Internal Revenue Service Number BL-01-9003-SIC 8910 04-1875140 This is a contract for professional services.AS_44.83..Q10 authorizes the State to make this contract.The parties to the contract agree as follows: ARTICLE 1.Appendices.Appendices referred to in this contract and attached to it are considered part of it. ARTICLE 2.Performance of Services.and Appendix C 2.1 Appendix A,Articles 1 through 16,governs the performance of services under this contract. 2.2 Ap?dix B sets forth the services to be performed by the contractor. ARTICLE 3.Period of Performance.The period of performance under this contract begins _April 15 19_23,and ends__December 31 ,19 83.Performance'may be extended for additional periods by the written agreement of the parties. ARTICLE 4.Consideration. 4.1 In full consideration of the Contractor's performance under this contract,the State shall pay the Contractor in accordance with the provisions of Appendix C. 4.2 When billing the State,the Contractor shall refer to the State Contract Number and send the billing to: Department of Attn:Division of .Commerce and Fconomic Development Alaska Power Authority !Mailinn Addr ; ,334 W.Sth Avenue,Second Floor,Anchorage,Alaska 99501 -C ONTRACTOR STATE Name of Firm Oepartment or Agency Commerce &Economic DevelopmentStoneandWebstey”Engineering Corporation Alaska Power Authority LysignatureofAuthorizedtativeCorrecteinsff-40 V }A Vo__P =WK f Off"yped or Printed Nameof Authorized Representative Typed or Printed Name off Certifying iceri yn | Robert J.Zonlon _Eric P.Yould Richard 4 luen"itle Title Vice President Executive Director Comnussimer 4-20-63 APPROVAL BY THE DEPARTMENT OF ADMINISTRATION NOTICE!This contract has no effect except as an offer by the Contractor until it is approved by the Department of Administration.ignature of ALE,Department of Administratign ho Date ZAE2L-2g ZA,APR D4 1097ypedorPrintedNaheoffAuthorifingonTitle= ¢FER THE atFER TRASTREICHCGHMITTEEATN83-0502 ° \PA 83-C-027 APPENDIX A NTE:$1,497,200. ---; Article 1.Definitions. 1.1.In this contract and appendices,"Certifying Officer”means the person who signs this contract on behalf of the Department and includes a successor or authorizedrepresentative. 1.2 "Department”means the agency for which this contract is to be performed and tor which the Certifying Officer acted in signing this contract. Article 2.inspection and Reports. 2.1 The Department may inspect,in the manner and at reasonable times it considers appropriate,all the Contractor's facilities and activities under this contract. 5 The Contractor shall make progress and other reports in the manner and at the times the Department reasonably requires. Arucie 3.State Saved Harmiess. 20's RAS KOR FER ICAI RH OO KARI KOC HTH HHO MOK HAL MIK HOS H KAN OHO KE Y'haaorat RMRPRKRL ROI CRGURSOR SEAGER SUDDEN MOC KOCH MEK BEC OSIOKDLODI,Rooke See Appendix C,Attachment No.C-1 entitled "Feasibility Studies Specifications"datedaaAnnceoem Article 4.Olsputes. 4.1.Any dispute concerning a question of fact arising under this contract which is not disposed of by mutual agreement shail be decided without bias by the Director of theOepartment's Division of Administrative Services (or,if none,the Department's Administrative Officer),who shal reduce his decision to writing and mail or otherwise furnish a copyafittotheContractor,The decision of the Directoris final and conclusive unless,within 30 days from the date of receipt of that copy.the Contractor mails or otherwise furnishes to Ne Cartifying Olficer a wntten appeal addressed to the Commissioner of the Department.The Commissioner shail appoint a three-person board from the Oepartment to hear the ap-®al,none of whom may be from the Division of Administrative Services.The decision of the board is final and conclusive,unless it is fraudulent of not supported by substaniial evidence.In any proceeding under this article,the Contractor has a right to be heard by an unbiased panel and to offer evidence in support of his appeal.Pending final decision of a dispute,the Contractor shall proceed diligently with the performance of the contract and in accordance with the Director of the Division of Administrative Services decision. 4.2 This disputes article does not preciude consideration of questions of law in connection with decisions provided for in paragraph 4.1 above.However,this article does no! make the decision of any administrative official,representative or board on a question of law final or conclusive. Article S.Equal Employment Opportunity. $.1.The Contractor may not discriminate against any employee or applicant for employment because of race,religion,Color,national origin,or because of age,physical han-Gicap,$@X,OF marital status,Changein marital status,pregnancy or parenthood when the reasonable demands of the position do not require distinction on the basis of age,physical'handicap,$6x,or marital status,changesin marital status,pregnancy,or parenthood.The Contractor shail take affirmative action toinsure that the applicants are employed and thatemployeesaretreatedduringemploymentwithoutregardtotheirrace,color,religion,national origin,ancestry,age,Sex,or marital status.This action must include,but need not befimitedto,the following:employment,upgrading,demotion,transfer,recruitment or recruitment advertising,layotf or termination,rates of pay or other forms of compensation,andselectiontortrainingincludingapprenticeship.The Contractor shail post in conspicuous places,available to employees and applicants for employment,notices setting out the pro-usions of this paragraph. 5.2.The Contractor shail state,in all solicitations of advertisements for employees to work on State of Alaska contract jobs,that it is an equal opportunity employer and that allqualitiedapplicantswillreceiveconsiderationforemploymentwithoutregardtorace,religion,color,national 'origin,age.physical handicap,$ex,of marital status.5.3 The Contractor shall send to each labor union or representative of workers with which the Contractor 'has a collective bargaining agreement or other contract orunderstandinganoticeadvisingthelaborunionorworkers'representative of the Contractor's commitments under this article and post copies of the notice in conspicuous places available to al employees and applicants for employment.. 5.4.The Contractor shail include the provisions of this article in every contract,and shail require the inclusion of these provisions in every contract entered into by any of its subcontractors,so that those provisions will be binding upon each subcontractor.For the purpose of including those provisions in any construction,maintenance,or service Con- tract or subcontract,as required by this contract,"contractor”and "subcontractor”may be changed to reflect appropriately the name or designation of the parties of the contract or subcontract. $.5.The Contractor shall cooperate fulty with the office or agency of the State of Alaska which seeks to deal with the problem of unlawful discrimination,and with al otherStateeffortstoguaranteefairemploymentpracticesunderthiscontract,and promptly comply with all requests and directions from the State Commission for Human Rights or anyofitsofficersoragentsrelatingtopreventionofdiscriminatoryemploymentpractices. 5.6.Full cooperation in paragraph 5.5 includes,but is not limited to,being a witness in any proceeding invotving questions of unlawful discrimination if thatis requested by anyotticialoragencyoftheStateofAlaska;permitting employees of the Contractor to be witnesses or complainantsin any proceeding involving questions of unlawful discrimination,ifthatisrequestedbyanyofficialoragencyoftheStateofAlaska;participating in meetings;submitting periodic reports on the equal employment aspects of present and futureemployment;assisting in inspection of the Contractor's facilities;and promptty comptying with all state directives Considered essential by any office or agency of the State of Alaska.to insure compliance with ail federal and state taws,regulations,and policies pertaining to the prevention of discriminatory employment practices. 5.7 Failure to perform under this article constitutes a material breach of the contract. Article 6.Termination. The Certifying Officer,by written notice,may terminate this contract,in whole or in part,when it isin the best interest of the State.The Stateis liable only for paymentin accor-dance with the payment provisions of this contract for services rendered before the effective date of termination. Article 7.No Assignment or Delegation This contract is personal and the Contractor may not assign or delegate this contract,or any part of it.or »"y right to any of the money to be paid under it,except with the writ-ten consent of the Certifying Officer.' Article 8.No Additional Work or Material No claim for additional services,not specifically provided in this contract,performed or furnished by the Contractor,will be allowed,nor may the Contractor do any work or fur-nish any material covered by the contract unless the work or material is ordered in writing by the Certitying Otficer and approved by the Department of Administration. Ariicie 9.Independent Contractor. The Contractor and any agents and employees of the Contractor act in an independent capacity and are not officers or employees or agents of the State in the performance of this contract. Article 10.Payment of Taxes.As acondition of performance of this contract,the Contractor shall pay all federal,state,and local taxes incurred by the Contractor and shall require their pavrnent by any sub-contractor or ar; *her persons in the pertormance of this contract.Satisfactory performance of this paragraphis a condition precedent to payment by the State uner this con-tract." Article 11.Workmen's Compensation Insurance.Ouring the fife of this contract.the Contractor shail provide and maintain,for all employees of the Contractor engagedin work under this contract,workmen's Compensation in-surance as required by AS 23.30.The Contractor shail require any subcontractor to provide and maintain for its employees workmen's compensation insurance as required by AS23.30.That coverage must remain in force from the day services begin under this contract and shall provide for written notice to the Certifying Officer at least 30 days betorecancellationornon-renewal.Failure to furnish satistactory evidence ofinsurance or lapse of the policy is a material breach and grounds tor termination of the Contractor's services.Before performing under this contract.the Contractor shail furnish the Certifying Officer with certificates of insurance as proof of compliance with this article.The certiticates ofin- surance must include an All States'Broad Form Endorsement. Article 12,Insurance. Before this contract may be approved,the Contractor shal furnish a certificate of kability insurance evidencing coverage satisfactory to the Risk Manager of the Department of Administration. Articte 13.Ownership of Documents.All designs,drawings.specifications,notes,and other work developed in the performance of this agreement are and remain the sole property of the State of Alaska and may beusedbytheStateforanyotherpurposewithoutadditionalcompensationtotheContractor.The Contractor agrees not to assert any rights and not to estabksh any claim under thedesignpatentorcopyrightlaws.The Contractor,for a period of three years after final payment under this contract,agrees to lurnish and provide access to ail retained materials attherequestoftheCertifyingOfficer.Uniess otherwise directed by the Certitying Officer.the Contractor may retamn copies of all the materiais. Anicie 14,Governing Law.This contract is governed by the laws of the State of Alaska. Articie 15.Officisis not to Benefit.° No member of or delegate to Congress,United States Commissioner.or officials of the state of federal government may be acmitted to any share or part of this contract or to any benelit to arise therefrom.- Article 16.Covenant Against Contingent Fees.The <Sontractor wivrents that no person or agency has been employed or retained to solicit or secure this Contract upon an agreement or understanding for a Commission,percentage.cuntingent tee,or brokerage except employees or agencies maintained by the Contractor for the purpose of securing business.For the breach or violation of this war.ranty,the State may terminate this contrar''it liabuity oF in its ciscretion deduct trom the contract price or Consideration the full amount of the commission,percentage, brokerage,or contingent fee.2 *,')6°Artcies 15 and 16 we to bs vane oor 4 re services Contract 1s federamty tunted BRADLEY LAKE HYDROELECTRIC PROJECT APPENDIX B:SCOPE OF WORK ARTICLE B-1 General: Phase I of the work consists of Feasibility Study of the Project including selection of the most attractive size plant and scheme of development for the Bradley Lake Hydroelectric Project.Investigations and evaluations shall be of sufficient detail tc eliminate all major uncertainties for the selected scheme.The study work by Stone & Webster Engineering Corporation (SWEC)and its subcontractors includes the preparation of a capital cost estimate and an economic analysis. The level of desian development is conceptual only,however quantity development shal]be in sufficient detail to provide é third party with the information recuired to prenare an independent estimate of the cost of the project and economic analysis.This quantity development will in some euxiliaryv and miscellaneous items be definec as allowances in accordance with normal practices for the preparation cf cost estimates. Stone &Webster Engineering Corporation (SWEC}shal?have crime responsibility for the work described herein.(Other oraarizations listec teiow will be subcontractors to SWEC for snecif*c services. Craanization Location Service Shannon &Wilson Anchorage,AK Geotechnical Analysis R&M Consultants Anchorage,AK Construction Facilities Wocdward-Clyde Anchorage,AK Environmental Dryden &LaRue Anchorage,AK Transmission System The SWEC project team shall be located in a project office in Anchorage thereby providing for close day to day communication with the subcortractors and the Alaska Power Authority. ARTICLE B-2 WORK TASKS° The scope of work includes the following work tasks: (s.( TASK NO.1 -PROJECT MANAGEMENT AND ADMINISTRATION ' This task covers general project management and administration which is not allocated to other specific tasks.Activities included in this task are project reporting,scheduling,subcontract administration,project accounting, record maintenance,clerical,general coordination with the Power Authority, and other management and general administration work that is required to complete the Feasibility Study.The Principal-in-Charge will charge his management time to this task.The Project Manager will charge all of his administrative time to this task.That portion of the Deputy Project Manager's time which is directly related to Project Administration will be charged to this task. All expenses related to general project administration will be included under this task.Such expenses will cover office expenses,travel costs,per diem costs,payroll taxes,communications,mailing,and reproduction costs. Office expenses will include building and automobile rental or lease costs, furniture,equipment and supplies. Sub-task 1.01 -Project Manual A Project Manual will be developed and used throughout the duration of the study.The Project Manual will set forth the procedures and provide general instructions to be followed by the project.Each SWEC project team member will be given a copy of the Project Manual and the Power Authority's Project Manager will be siven a copy.Subcontractors will be given those sections of the manual having to do with communications and organization and their functions within the project team.The Power Authority's Project Manager will have an opportunity to review the proposed project procedures prior to final adoption.The Project Manual will be updated or revised as required.od (ce C Sub-task 1.02 -Reports Two categories of reports will be prepared and submitted to the Power Authority;(1)Final Feasibility Report,and (2)interim reports covering management reports and communication documentation.The Feasibility Report is covered under a separate task whereas the interim reports are included under this sub-task.These interim reports will include: Narrative progress reports Monthly financial project status reports Meeting and Conference Notes Notes of telephone conversations oOo0909Special reports or documentation A financial status report for the project will be provided to the Power Authority by the 25th of the month following the month of effort.This report will include an accrual type cash flow report for the actual and projected costs by month in both graphic and tabular form (Part 1);a detailed status report by task (Part 2);and a milestone progress (Part 3). Items for which invoices have not been received by the end of the preceeding month will be estimated for the report and updated in the next month's report."Percent Complete”on the detailed status report will be SWEC's best estimate for that item. If during the course of the work,the Percent Budget Expended should exceed "Percent Complete”for a specific task,but the total scope of work is expected to be completed within the project budget,SWEC will provide an explanation;such as offsetting savings in other tasks or through an accelerated schedule for a particular task.However,if it appears that the total project budget might be exceeded,the Power Authority's Project 'Manager will be notified and an agreement reached as how to proceed. All management reports and documentation will be submitted in a timely manner.Careful attention will be given to the preparation of reports so that reporting will be clear and concise.ie)1fe C:Sub-task 1.03 "Management ase The SWEC Principal-in-Charge of the work will be in close communication with the Power Authority and the SWEC Anchorage Office throughout the course of the project. Tne SWEC Project Manager and the Deputy Project Manager will be assigned to SWEC's Anchorage office for the duration of the Project,and will therefore be available on a day-to-day basis to the Power Authority throughout the study period.It is planned that either the Project Manager or the Deputy will be available at ali time in SWEC's Anchorage office in order to coor- dinate with the Power Authority.In the unusual event that both are away from the office concurrently,the Project Manager will designate a responsible individual and the Power Authority's Project Manager will be notified.Any extended absence of more than one week of both Project Manager and Deputy Project Manager at the same time from the Anchorage office shall require written Power Authority approval. The SWEC Project Manager will be responsible for the general and administrative funtions of the SWEC's Anchorage and headquarters office relative to the project work,including but no limited to: )Supervision of all SWEC's employees assigned to the study. )Supervision of sub-contractors and handling of their respective sub-contracts. ¢)Processing of invoices and billings. 0 Documentation of scope changes. fe)Coordination with headquarters personnel. Sub-task 1.04 -Clerical Services Clerical services required by the project to maintain files and to prepare communications,progress reports,and technical reports except the Final ShoG0ecorzwitlseinctudedinthtsSub-t A portion of the clerical services has been allocated to the preparation of the Final Feasibility Report (Task 14). Sub-task 1.05 -Supporting Headquarters Services Included under this sub-task will be the supporting headquarter's services in direct support of the project such as purchasing,project accounting, construction specialist,cost and estimate reviews,and clerical.The technical supporting headquarter's staff will charge their time to the applicable engineering tasks. Sub-task 1.06 -Miscellaneous -Non Included Items in the Scope of Work Tasks No allowances in scope of this task or any other tasks are provided for: )Public Participation Program fa)Agency Coordination (Except as provided elsewhere) )FERC Licensing a)Obtaining permits to collect hydrologic,environmental,and geotechnical data (Except as provided elsewhere)¥)Y TASK NO.2 -DATA COLLECTION This task includes the engineering efforts and costs necessary to collect published data,as developed by others and applicable to the Project study, and the engineering efforts and costs associated with the distribution of these data to the Project. Collected data and information would include,but not be limited to,data developed by the Corps of Engineers,Power Authority,FERC,and Consultants both to the Power Authority and to the Corps of Engineers; references applicable to the study effort;information from affected power utilities;data developed by State and Federal agencies;and other appropriate data and information that is pertinent to performing the study. It is assumed in the level of effort estimated for this task that all parties will cooperate in making data available as.required. Data and information collected will be sorted and indexed.Copies of the index will be provided to project members and to the Power Authority for information and use.As required,selected data will be copied for distribution to project team.When requested,data,information,and other material will be provided to the Power Authority for its use in copying/reproducing for distribution to requesting parties. The project team will document any comments and communications on project related areas as well as attempts to communicate with individuals,groups,or agencies,as these may occur.A chronological listing of documented events will be maintained. Data and information collected in the course of the feasibility study work will be retained and filed by the Project.When appropriate,this material along with the data index listing will be turned over to the Power Authority.O2i J --Cs Cs. TASK NO.3 -REVIEW OF DATA Under this task,data and information compiled at the onset of the project work and during work performance,will be reviewed by project personnel. During the review,individuals,will be required to "flag”data areas that are of interest to them,and possibly to others on project,and to communicate this knowledge to project personnel. As data are being reviewed,items of importance to the project study will be marked,copied,and compiled for direct access and project use in other tasks. Also included under this task will be the engineering efforts and cost related to establishing limited contacts with agencies,utilities,and other groups directly interested and having a concerned input to the project study. As part of this task,selected project team members will prepare data and information for a presentation to the SWEC Technical Review Board.This presentation,will take place in Anchorage. (:Ce,a2 TASK NO.4 -CONCEPTUAL DESIGN OF COMMON ITEMS Included under this task will be the conceptual design of the common items for the 60 MW,90 MW,and 135 MW plants.The work for each of the following sub-tasks will include development of hydraulic criteria,water passage configurations,and preliminary control equipment requirements. Drawings showing plans,elevations,profiles,and sections will be developed for each of the common items listed as individual sub-tasks below: Sub-task 4.01 -Main Dam Sub-task 4.02 -Spillway Sub-task 4.03 -Intake Structure Sub-task 4.04 -Surge Tank Sub-task 4.05 -Diversion Tunnel Sub-task 4.06 -Middle Fork Diversion Sub-task 4.07 -Powerhouse Tailrace Sub-task 4.08 Permanent Operating Equipment Sub-task 4.01 -Main Dam The Corps of Engineers Design Memorandum No.2 indicates that preliminary considerations and cost estimates were developed for various types of dams, and from these studies,a concrete gravity dam was selected as the most attractive scheme for construction.Also,subsequent to studying various top of dam elevations,El.1185 with a pool elevation of 1170,was selected as the optimum height of dam and pool elevation.The work under this tésk involves the study of tyvoes of dams including concrete gravity and rocxfill as well as aifferenct heights for dam and pool elevetions. Conceptual designs will be developed for each of the two dam types. Dam Engiiieering design criteria ili ve developedfor the narameters reauired to be considered. Engineering sketches showing layouts of the configurations and dimensions of each dam type,will be used for cost estimating and comparative construction cost for the two dam types.Concurrent with the types of dam studies,three dam heights that will correspond with Pool Elevations of 1170,1180 and 1190, will be evaluated.The findings and recommendations for the type and height of dam will be discussed with the Power Authority and once the preferred alternative has been defined to and approved by the Power Authority,the configuration and design of that alternative will be used for the study. Sub-task 4.02 -Spillway The Corps of Engineers Design Memorandum No.2 indicates that in addition to evaluating an integral spillway with the concrete gravity dam,the Corps evaluated four alternative spillways for use with a rockfill dam;three spillways at the left abutment and one on the right abutment.The conclusions reached were: (1)Left abutment spillways were less costly and hydraulically superior to the right abutment alternative. (2)The integral spillway with the concrete dam was more economical than any combination of rockfill dam and left abutment spillway. These analyses and conclusion will be reexamined as part of this task. Gs In connection with the assessment of the spillway design and in conjunction with the spillway (with rockfill dams only.)the merits of the use of a fuse plug will be examined.Use of the fuse plug will permit raising the pool elevation and consequently increase storage as well as additional energy, that would otherwise be spilled,with an ungated spillway. Sub-task 4.03 -Intake Structure The Corps of Engineers Design Memorandum No.2 has identified a tower type power intake structure at the right lake abutment.In addition,the Corps has identified a lake tap type intake at the left lake abutment. Under this task it is proposed to investigate an intake structure at the left abutment of the Bradley River,upstream of the proposed dam_location. Several types of intake configurations may be applicable to this location. The type selected and its physical location will depend to a great extent on the topographic and geotechnical conditions as they exist in the left abutment area. Two intake configurations will be investigated;one will include the development of an intake channel,within the cofferdam area of the left abutment,which channel would lead to a simple bell mouth concrete intake structure.Material excavated from the intake channel may be utilized in the construction of cofferdams. The intake structure would connect,through a short section of the power tunnel,to a vertical concrete lined intake shaft.The shaft,located further inland and adjacent to the contemplated dam access road,would house the required flow control and emergency shut-off equipment.Cperating equipment,if located at the top of the intake shaft,would be enclosed in a suitable structure for protection. The second intake configuration may be as described above or similar to that developed by the Corps.Its location would be either within the cofferdam area of the left abutment of Bradley River or at the left abutment of the lake shore.The specific type and location of this alternative will depend greatly on engineering,geotechnical,and cost factors affecting its development. In either case,suitable power tunnel venting and equipment control,power back-up,and access'for inspection and maintenance will be incorporated in the development of the intake structure. Sub-task 4.04 -Surge Tank The requirements of the plant for a surge tank will be reviewed on the basis of turbine type and for transient flow conditions that relate to acceptable plant operation under full load acceptance and under full load rejection. Hydraulic transient analyses wil be made to determine the size and type of a surge tank and its associated flow control orifice that would be conducive to stable plant operation.It may be that a non-overflow open surge tank system would better suit the project needs,however,as an alternative a brief review and evaluation will be made of a pressurized underground surge chamber provided geologic conditions are suitable for its development. Sub-task 4.05 -Diversion Tunnel Under the present project concept,lake flow diversion is through the power tunnel,at the right abutment,as a combined diversion -power tunnel scheme.In this sub-task,studies will be made of the advantages and disadvantages of providing an independent diversion tunnel system, developed in combination with the temporary cofferdam structures.This concept allows for independent construction of a shorter diversion tunnel, and the more effective use of the temporary cofferdam structures.The diversion tunnel will later be developed as the main low level and minimum flow release outlet structure. Pa 4.(ye (x As part of this task,the combined diversion power tunnel scheme,as developed by the Corps of Engineers will be weighed against the alternative shorter diversion -low level flow release tunnel which utilizes cofferdams,in order to develop the most feasible and economic diversion scheme. Sub-task 4.06 -Middle Fork Diversion An assessment will be made of the Middle Fork Diversion concept developed by the Corps.This assessment will relate to reviewing flow diversion capability and,in general,the adequacy of flow retention and diversion structures.Also,to be reviewed,is the timing for diverting stored water to maximize energy benefits. Sub-task 4.07 -Powerhouse Tailrace Depending on the type of turbines being considered (Francis or Pelton)and the capacity of the plant,a suitable tailrace will be developed to minimize head losses and environmental impacts.In order to withstand the static and dynamic loading conditions resulting from plant operation,every effort will be made to found the tailrace structures on sound bedrock. Sub-task 4.08 -Tailrace Extension An assessment will be made on the tailrace extension concept as presented by the Corps in its Design Memorandum No.2.The assessment will consider technical and environmental aspects.Should the assessment show that an alternative concept would need to be considered,the conceptual engineering and design required for its development will be performed. Gai (. Sub-task 4.09 -Permanent Operating Equipment Equipment,material,and systems required for the operation,control,and supervision of the power plant,will be identified and listed.This listing will be made available to the Power Authority for review and comment.Adjustments will be made to the listing as appropriate.A write-up will be prepared discussing the equipment,and their function as part of the plant operation. nae 'es TASK NO.5 -CONCEPTUAL DESIGN OF 60 MW,90 MW AND 135 MW PLANTS This task will include conceptual designs of the items that are unique with the three sizes of power facilities for 60 MW,90 MW,and 135 MW plants respectively.Each conceptual design will require engineering and designs under the following sub-tasks: Sub-task 5.01 -Power Tunnel Sub-task 5.02 -Penstock Sub-task 5.03 -Powerhouse Sub-task 5.04 -Turbines and Generators Sub-task 5.05 -Accessory Electrical Equipment Sub-task 5.06 -Miscellaneous Power Plant Equipment Sub-task 5.07 -Switchyard Sub-task 5.08 -Load Flow Studies The work will include development of the design criteria,as well as drawings showing plans,elevations,profiles and sections for each of the three plant sizes. Sub-task 5.01 Power Tunnel This sub-task will include the investigation for shortening the power tunnel by relocating the power tunnel intake to the left abutment,as well as straightening the tunnel alignment to the current surge shaft location.Also under this task,the vertical realignment of the power tunnel will be evaluated.Investigations will be made into the merits of lowering the invert elevation of the power tunnel so that the tunnel daylights at about Station 204*00,thereby eliminating a large portion of the long exposed penstock along the mountain slope.Under this alternative the need for a tunnel adit will also be eliminated,and allow for direct face driving of the tunnel.The feasibility of using a Tunnel Boring Machine will be investigated.O2''-(e) C.( A review and an analyses will be made of the power tunnels so that the respective power tunnel size will result in an efficient hydraulic passageway for each of the three sizes of plants. Sub-task 5.02 Penstock Present Corps of Engineers drawings show a steel lined penstock (embedded in concrete)starting some 400 feet upstream from the tunnel portal,then continuing down the mountain as a surface mounted steel penstock connecting to an underground penstock trificuration (for 3 units)leading to three separate steel penstock extensions containing spherical valves in a separate valve chamber. In line with the lower tunnel alignment,as described above,penstock layouts will be developed for the shortened section of penstock from the portal to the powerhouse,as well as a configuration for a bifurcation for a two unit powerhouse with the spherical valves located in the powerhouse. In this sub-task,manufacturers information and prices will be obtained for the selected size of steel penstocks and appurtenances.Types of steel material,conceptual engineering specifications as well as other data would be included in inquiry letters to manufacturers.Budget prices will be solicited from manufacturers for engineering,design,material fabrication,and delivery f.o.b.,Homer,Alaska. Sub-task 5.03 -Powerhouse Preliminary powerhouse plans and basic data for the cost estimate will be developed for each of the three plants uncer this task.Essentially the powerhouse layouts will follow the Corps of Engineers layouts,as contained in Design Memorandum No.2,except that the powerplants will contain two units,rather than three,for the total of 60,90,and 135 MW capacities.Os'een The powerhouse will be an above ground,indoor type,reinforced concrete structure.Underground powerhouses will not be evaluated.Subsequent to a review of the geotechnical data,a powerhouse location will be selected. The powerhouse will contain two generator bays and an erection bay. Provisions for governors,spherical valves,powerhouse crane(s),draft tube gates,unwatering,drainage,and cooling systems,electrical switchgear, excitation equipment will be incorporated into plant layouts.In order to proceed with powerhouse layouts,configurations and dimensions of the hydraulic turbine water passageways,will be developed by the SWEC engineers prior to receipt of vendor data.Unit settings,draft tube configuration and discharge velocities will be set so as to minimize head losses and to maintain sufficient submergence for protection against cavitation damage.All the hydraulic turbine data will be refined and/or confirmed by turbine manufacturer's data where necessary. Sub-task 5.04 -Turbines and Generators For each size plant,60 MW,90 MW or 135 MW,technical and price data information will be solicited from various manufacturers for two hydraulic turbines and generators,for example 2-30 MW units for a 60 MW plant.The technical and price data information will be solicited for Francis type units as well as Pelton type turbines.Similar technical and price data will be requested from spherical valve and governor manufacturers. Having the technical data,including dimensions and weights,the preliminary powerhouse layouts can be finalized and with the prices,the cost estimates for the major equipment of turbines,generator,governors,and spherical valves can be incorporated into the project construction cost estimates. C..(. ot Ko Sub-task 5.05 -Accessory Electrical Equipment This task will include the engineering work involvement in the conceptual design of the accessory electrical system.A single-line electrical diagram for each of the three sizes of plants will be developed.Ratings,physical sizes and estimated costs of the major items in the electrical systems will be determined from data obtained from manufacturers of the equipment or from existing in-house data.The main electrical items considered will be switchgear,generator breakers,motor control centers,control and relay panels,supervisory equipment and station service equipment. Locations of the several items of electrical equipment will be determined for the three sizes of power plants,and shown on the plant layout drawings. Estimates will be made of the accessory electrical equipment for each powerhouse study to contribute to the construction cost estimate under Task 7. Sub-task 5.06 -Miscellaneous Power Plant Ecuipment Included in the work for this sub-task would be the following miscellaneous power plant equipment. Cranes Unwatering and Low Level Drainage System Compressed Air System Fire Protection and Station Water System Communication System oOo00909Heating and Ventilation System For the cranes and the major equipment associated with the above listed systems such as compressors and pumps,cost estimates will be developed based on inhouse cost information.Allowances will be included for piping, gases,valves,indicators,recorders,strainers,and similar miscellaneous items. 8-18 Sub-task 5.07 -Switchyard Included in this sub-task will be the engineering work and the development of cost estimating data relating to the conceptual design of the switchyard. Single-line diagrams will be developed for each of the three power plants, which will be made part of the single-line diagram of Sub-task 5.05. Voltage ratings of the major electrical equipment in the switchyard,such as for transformers,circuit breakers and disconnect switches,will be based on the results of load flow studies described in Sub-task 5.08. Physical data and estimated cost of the major switchyard components will be obtained from manufacturers and/or from in-house sources.Data for both conventonal oil-insulated,and also SF6 insulated equipment will be investigated. Space requirements and locations of the switchyard elements will be shown on a layout and arrangement drawing for each of the powerhouses studied. Sub-task 5.08 -Load Flow Studies Under this sub-task,a number of load flow studies will be made.The objective.of these studies will be to determine transmission line voltages, location of lines,and number of lines required to transmit the power from the Bradley Lake power plant to an existing or future systems. The studies will be limited to the Kenai Peninsula and Anchorage connecting grid. It is assumed that existing power system data for the Kenai Peninsula and the Anchorage area will be available in common format form so that the system can be readily introduced into SWEC computer format. The studies will be based on system conditions and loads existing at on-line time for Bradley Lake units. .Gus (:3whee!a The load studies will be made to determine transmission line requirements for the three power plants under study.These studies will be based on load requirements up to and including a future date designated by the Power Authority,and based on load forecasts (as provided by the Power Authority). B-2C Cs Ce TASK NO.6 -POWER STUDY AND ECONOMIC ANALYSIS APPROACH This task includes those efforts and activities required to develop various power and transmission line scenarios for use in the feasibility study as well as for the assessment of various methods of economic evaluation analyses. This task is separated into two sub-tasks which follow. Sub-task 6.01 -Power Study Tie Power Authority will furnish to the Project an energy demand forecast for the Railbelt Region,with and without the Susitna Project.These data will be used by the Project to develop energy-peak capacity data for the study use. Based on information obtained from the data review and other sources,the energy demand forecast will be expanded to cover a 20 year study period. Resources and electrical requirements relating to energy demands of utilities, military installations and industries will be examined to develop a mix of energy capabilities. The energy demand forecast will be subdivided into major load areas to reflect the Kenai Peninsula area,the Greater Anchorage area,and the Fairbanks area.The Kenai Peninsula energy figures will be further subdivided to determine the relative growth of each of the areas utilities. Forecast growth rates and load distributions will be used to determine transmission cost allocations for each major load area.In addition the transmission cost to be allocated to each utility within the Kenai Peninsula will be developed. (S ee 7 a'ce ? Existing resources within the railbelt area,excluding small privately owned generation,will be identified.The resources will be screened for type,use, and availability to determine those resources to be used in planning power scenarios.Data on resource facilities,including retirement and power reserve needs will be ascertained along with name plate ratings,fuel types, usage,and operating plant factors. Based on the load forecasts,the existing resources,and the retirement and reserve assumptions,a listing of annual peak load comparisons and annual energy loaas and energy resources wili be delivered. Alternative power plans of generation and transmission,consistent with projected area power requirements for the next twenty years,will be formulated.Emphasis will be made on the use of the Bradley Lake Hydroelectric project,particularly for plans relating to the Kenai Peninsula. The plans will consider singular installations or a mix of installations to include transmission lines,coal fired combustion turbines,gas fired combined cycle combustion turbines,gas fired combustion turbines,the Susitna Project being developed and the Susitna Project not being developed. Alternative plans will be developed for each of a 60 MW,390 MW 135 MW and for a selected (Task 13)installation at the Bradley Lake Hydroelectric Project.For each of the Bradley Lake installations,project energy capabilities will be determined for the conditions of (1)zero flow releases at the upper dam,and,(2)two cases of downstream flow releases.The amount and distribution of downstream flow releases will initally be assumed at a range of values and later at the values to be determined from the Instream Flow Study (Task 10). Data and other information on costs of generation-transmission installations will be collected and reviewed for use in the economic evaluations of the alternative power plans. ote Sub-task 6.02 -Economic Analyisis Approach The economics of a hydroelectric development at Bradley Lake,either alone or in combination with other energy generation and transmisssion plans,can be evaluated by several accepted methods of analyses.Under this sub-task the project will review methods of economic analyses to determine the analysis that best represents a fair and responsive economic evaluation of the developed alternative power plans (Sub-task 6.01).An outside special consultant may be used as appropriate in evaluating the methods of analysis. The Project will present to the Power Authority for approval,prior to implementaton,the proposed approach selected for the economic analysis. The project team,working with the Power Authority and others,will develop parameters,criteria,and assumptions that will be considered appropriate for use in the economic analysis of alternative power plans.These data will include,but not be limited to:cost of fuel types,escalation rates,inflation rates,discount rates,capital and operation costs of alternate generation and transmission plans,interest during construction,annual capital costs of various generation plans and transmission additions,plant factors for various generation modes,fuel type and combinations of use,cost of capacity alternatives,spinning reserve costs,life cycle evaluation periods,and other such data required for the economic analysis. B-23 \ TASK NO.7 -QUANTITY DEVELOPMENT AND CONSTRUCTION COST ESTIMATE This task will cover the activities required to perform the capital cost estimates,at the base year price level,for each of the three alternative sizes of plants,60 MW,90 MW,and 135 MW respectively.Quantities will be developed from the conceptual design of Tasks 4 and 5,Conceptual Design of Common Items,and Conceptual Design of 60 MW,90 MW,and 135 MW Plants respectively.These quantitieswill be combined with the quantities developed under Task 11 -Construction Facilitites and Task 12 -Transmission Lines and will be incorporated into the three separate construction cost estimates. Additive to these direct costs will be the indirect cost for construction, environmental mitigation costs,engineering,and construction management costs, owner administration costs,allowance for interminates,and contingencies. The detailed cost estimates will be prepared on a bid price basis.Quantities and unit prices will be shown for the components of the major project features. Mobilization/demobilization will be broken out as a separate item.Complete backup data will not be contained in the feasibility report,but will be submitted with the Draft Feasibility Report to the Power Authority for staff review.Supporting backup data will be in sufficient detail to permit an analysis of all estimated costs involved,and will include a breakdown of production rates,labor hours and costs,equipment costs,material costs and also a breakdown of indirect costs. The present day cost estimates will be utilized in the economic analysis. The Power Authority will complete the financing pian of utilizing the present day estimate and inflating it at a projected rate of inflation to the mid point of total expenditures (nominal cost)and adding interest during construction. The projected rate of inflation will be as specified in the Power Authority cost of power analysis parameters,which are annually reviewed and approved by the Power Authority's Board of Directors.op)'Ne)4 Following the evaluation of the various study and alternative plans,and when data become available from environmental,geotechnical,hydrological and other site observations,a plan will be selected for further development. Having done this,Task 7 would continue by the development of quantities and cost estimates for this selected plan (Task 13). The following terminology used by SWEC is considered equivalent to the Power Authority's terminology. Overnight cost =present day cost estimate (used in economic analysis) Nominal cost =bid price inflated from base year to projected bid date (used in plan of Finance;includes interest during construction) Bid price =estimated bid price at base year Us1NO(oF) TASK NO.8 -ECONOMIC MODEL AND ENGINEERING &ECONOMIC EVALUATION This task will cover the activities and costs required to perform the economic evaluations of alternative power plans using the methodology and approach developed under Task 7.The sub-tasks under Task 8 are: Sub-task 8.01 -Computer Modeling Existing computer programs developed for project economic analyses will be reviewed for applicability to the selected economic analysis approach.The appropriate program will be applied and,if required,modified to respond directly to the need of the selected economic analysis approach including the preferred format for displaying the data. Sub-task 8.02 -Evaluations of Alternative Power Plans Under this sub-task,the alternative power plan scenarios developed for the study will be evaluated for technical considerations and economic factors. As required,economic options for different discount rates,fuel escalation rates,fuel type mixes,and energy outputs from the Bradley Lake Hydroelectric project and the cost of spinning reserve capacity,base load power,peaking power,and secondary energy will be considered in the economic evaluation matrix. Economic analysis data will be tabulated and a summary matrix or listing will be developed for the alternative power plans. C: , C.,vie Capital cost for use in the economic analysis will be developed for the Bradley Lake Hydroelectric plant alternatives;for the transmission line that will connect the Bradley Lake Project to existing or proposed transmission lines;and,for a transmission line that may be developed between Soldotna and Anchorage.Other capital cost,as developed and reported by others for generating plants and transmission lines that may be considered under alternative power plans,will be reviewed and up-dated to reflect base year costs. Sub-task 8.03 -Economic Evaluation of Selected Plan Assuming that an alternative power plan,using the Bradley Lake Hydroelectric power project by itself or in combination with other generation- transmission mixes,proves to be the economically preferred energy scenario and based on the information and data developed under Task 6,and on the economic evaluations performed under Sub-task 8.02,a Bradley Lake installation for development would be chosen for further project study. Having selected an installation (Task 13),SWEC would develop the data to demonstrate how the installation will fit into the power study scenario and,in conjunction with cost-economic data developed under other tasks,perform an economic analysis of the installation. TASK iid.5 -GEOTECHNICAL INVESTIGATIONS Included in this taskare che geotechnical investigations required for this feasibility study.This work will be performed by Shannon &Wilson,Inc. Sub-task 9.01 -Data Review Existing geotechnical data developed by others on the Bradley Lake Project will be accumulated and reviewed.ODOuring this phase of the study Shannon & iiiison's project geologist and rig geologist will review the drilling logs and geologic maps and reports in detail,and select specific runs of rock core obtained by the Corps of Engineers for examination.After obtaining a feeling for the site conditions from the existing data and Stone &Webster's most current thinking on the project,Shannon &Wilson,Inc.will participate in the Technical Review Board meeting which is scheduled for mid-May,1983.The purpose of this meeting is to familiarize the consultants with the project,the geology and rock types encountered,and to discuss the geological reconnaissance program and finalize the exploration plan. Sub-task 9.02 -Geologic Reconnaissance During this study phase Shannon &Wilson's project geologist,rig geologist and SWEC's project geologist will explore the area and become familiar with the site features.Additional geologic mapping will be accomplished in the areas of proposed abutments,intakes,outlets and in the powerhouse area.Based on this field study,the locations of the exploratory borings to be drilled will be located in the field.This work will be scheduled as soon as the snow cover is off the ground to permit effective mapping,approximately June 1,1983. The results of the geological reconnaissance will be summarized in a technical memorandum. Gas or Sub-task 9.03 -Observe and Monitor Drilling Program The primary effort during this phase of the geotechnical study is logging and photographing the core in the field and keeping a detailed drilling log of the subsurface conditions encountered.The work will be carried out by Shannon &Wilson's rig geologist and the work managed by its project geologist. Additional site reconnaissance will be accomplised by both the project geologist and SWEC's project geologist during the summer drilling procram.The drilling program is scheduled for a 6 to 7 week effort beginning in mid-June. Sub-task 9.04 -Drilling and Sampling Operations A helicopter portable Longyear 38 core drill will be utilized for exploratory work. It is planned to work 11 hours/day,7 days/week.The 11 hour day includes 10 hours drilling and 1 hour travel between Homer,where the crews will stay, and the site.A spike (tent)camp will be established near the drill sites for personnel in the event they become weathered in at the site.The holes will be prioritized and the drilling accomplished on an hourly basis.When the exploration budget is exhausted,the drilling equipment and crews will be demobilized.The goal for the exploration work is on the order of 800 to possibly 1000 feet of exploratory coring.Factors which could decrease this footage include drilling difficulty,consumption of wear parts (diamond bits and casing shoes)and weather.The planned drilling will include vertical, horizontal,and angled holes with a maximum depth of 500 feet. Sub-task 9.05 -Technical Review Board Field Meeting A second technical Review Board meeting will be scheduled for mid-July,1983. The purpose of this meeting is to get the consultants into the field so that they can observe the site conditions and the explorations first hand.At that time,the Technical Review Board will be brought up to date on the results of the aeologic reconnaissance and mapoing efforts,and the exploratory coring af tne suminersalaenaemMnpeArAieesanataLeemaneo=1.Poem 4wonlasTeenaccoreitsneg10Tate.AGluUSeEMeESTS CO TNS tasu Neca=cee : drilling program may result from this meeting. 2 99 C-Ce Sub-task 9.06 -Summary Geotechnical Data Report Following the completion of the exploration effort,a geotechnical data report will be prepared.This report will incorporate previously written technical memorandums with the detailed,drafted boring logs,core photos and updated and/or site specific geologic maps. ,ow'G)oO 3 weeéAYTASK NO.10 -INSTREAM FLOW STUDIES This task includes the engineering and scientific efforts,and costs as necessaryto evaluate the minimum flow releases,if any,from the Bradley Lake upper reservoir in order to supplement natural flows in the Bradley River lower reaches that would be adequate to support fish spawning and rearing areas.The task will be performed by Woodward-Clyde Consultants, as subcontractor in support of project study efforts. The scope of work for this task is divided in several sub-tasks which are described herein. Sub-task 10.01 Management -and Review of Environmental Studies This task includes technical and administrative management,and review of all deliverables related to environmental assignments performed by Woodward- Clyde Consultants. Sub-task 10.02-Permit Identification Certain aspects of the summer field studies may require permits prior to the implementation of the program.Woodward-Clyde Consultants will provide guidance on permit acquisition relative to these field studies.Prior to implementing a field program,SWEC and its subcontractors will provide Woodward-Clyde with project concept plans.Woodward-Clyde will review these plans,and a list of required permits will be provided to SWEC and the appropriate subcontractor.SWEC and Woodward-Clyde will not be responsiole for filing permits or for compiling supporting documentation for permit appli- cations. Ce (: Sub-task 10.03 -General Agency Consultation During the implementation of the program,liaison will be developed and maintained between the regulatory agencies and the study teams.Beginning in early April,the Federal and State agencies,with responsibility for the resources in the project area will be notified of the anticipated work.The project concept plans,.as prepared by SWEC and the subcontractors,will be reviewed by Woodward-Clyde relative to the concerns of the regulatory agencies.Subsequently,Woodward-Clyde will represent the Project Team at appropriate agency meetings,and will be available to act as a liaison between the agencies and members of the project team.In this capacity,Woodward- Clyde will consult with the agencies and offer assistance relative to permit compliance.Initial contact with any and al?agencies wili te through the Power Authority. Sub-task 10.04 -Instream Flow Studies Introduction During the study period of the project,the flow release schedules on the Bradley River will be evaluated to define flows adequate for maintenance of important fish spawning and rearing areas.The hydrologic and fisheries information included in the Final Environmental Impact Statement (FEIS)will be combined with the recent U.S.G.S stream gage information and data collected during summer fisheries and hydrologic studies and will be analyzed using the U.S.Fish and Wildlife Service instream Flow Methodology.This technique is particularly well suited for predicting effects of water allocation and proposed streamflow alterations on existing (or desired)riverine fishery habitat. .G:4agi o™,This program will begin shortly after the contract is awarded and will be completed by 30 September 1983.in mid-April,a reconnaissance survey of the project area will be conducted and will be used to design continued field studies.These additional studies will be conducted by Woodward-Clyde hydrologists and fishery biologists.Beginning late in April 1983,Woodward- Clyde will conduct meetings with the regulatory agencies to define the detailed scope of the studies. Based upon the information presented in the FEIS,the following field program has been outline for the study effort. Planning and Reconnaissance One element of the present Bradley Lake studies is to gather pertinent information on the distribution and abundance of anadromous fishes inhabiting the lower Bradley River.A literature review and compilation of unpublished data from agency files will be supplemented by interviews with local fishery experts and brief reconnaissance survey of the project area. This information will be synthesized into a working document from which data gaps are identified and a field program designed to address the information needs. To understand the habitat utilization of anadromous fish in the Bradley River,the incremental methodology of instream flow assessment will be used to quantify anticipated effects of the proposed Bradley Lake hydroelectric project on fish habitat.This methodology was developed by the U.S.Fish and Wildlife Service's Cooperative Instream Flow Service Group (IFG),Fort Collins,Colorado,primarily as a communication and negotiation tool.It ts particularly well suited for examining the effects of water allocation and proposed steamflow alterations on existing (or desired)riverine fishery habitat.The effects are expressed through changes of an index value called WUA (wighted usable area)--total surface area of the study reach expressed as an equivalent surface are of optimal fish habitat for critical species and life stages. Cy C The incremental methodology links fish habitiat utilization and open channel hydraulics to describe the availability of fish habitat as a function of streamflow.This methodology is based on the theory that fish habitat in rivers can be described on the basis of such streamflow dependent variables as depth,velocity,cover,and substrate.Therefore,it can be used in those situations where the flow regime and channel structure are the major factors controlling the available fish habitat and therefore the fishery resource.Field conditions must be compatible with the assumptions of the methodology;(1)steady state flow conditions exist within a rigid channel and (2)individuals of a fish species respond directly to available hydraulic conditions. Application of the methodology is comprised of six steps:(1)literature review,field observation,and consultation to determine the seasonal species composition and distribution within the stream;(2)study reach selection using either a critical reach and/or representative reach approach;(3)field measurement of hydraulic and stream channel characteristics using a multiple transect approach;(4)literature review,expert consultation,field observations and measurements to validate or determine species preference or tolerance for selected streamflow dependent variables (habitat utilization criteria);(5)hydraulic simulation to determine the amount and spatial distribution of depth-velocity combinations at unobserved streamflows with respect to substrate and cover conditions;and (6)calculation of WUA utilizing the results of steps 4 and 5. The incremental methodology will allow for two approaches to study reach selection --critical reach and representative reach (Trihey and Wegner, 1981).Under the critical reach concept,the study reach is selected on the basis that some physical or chemical characteristic of the reach is limiting the fishery resource.The critical reach concept requires a rather extensive knowledge of the stream's hydrology and channel geometry in addition to species-specific life history requirements.The level of knowledge of hydrologic and biologic interactions on the lower Bradley River is considered to be insufficient to using the critical reach approach at this stage of the study. §-34 Cs (. The representative reach approach reflects recognition of the importance of the structure and from of the entire stream in sustaining fish populations. The characteristics of the watershed and the resulting instream hydraulic and water chemistry conditions establish the limits of the species distribution.Study reaches are selected for the purpose of quantifying relationships between streamflow and physical habitat conditions at one or more locations (representative reaches)which collectively explain the general habitat characteristics of the entire river segment inhabited by the species of interest.The representative reach concept is particularly appropriate when only limited life history information is available,and critical habitat conditions cannot be identified with any degree of certainty. The planning and reconnaissance efforts for the first stage of the Bradley River instream flow studies will concentrate on the selection of the instream flow study reaches.The lower Bradley River will be divided into homogeneous segments based on biological considerations (known seasonal and spatial fish distribution),channel morphology,gradient,and _flow regime.Candidate representative reaches (possible study reaches)will be tentatively selected within each of the river segments and noted on topographic maps prior to the field reconnaissance.The actual study reaches will be selected following an on-the-ground examination of the river. Each study reach will be selected to meet two criteria.The reach must be representative of the river segment.in which it is located,and it must provide pertinent biologic and hydraulic information that will help answer questions regarding project flows. Study reaches will be selected by a team of Woodward-Clyde fisheries biologists and a hydraulic engineer.The team will fly the project area and will walk portions of each segment of the river during a two-day reconnaissance.During this phase needed permits will be obtained to sample the study area.Equipment needed for field work will be identified,obtained and mobilized for use.Data management procedures for the studies will also be established. C.( Field Data Collection Field data collections will be conducted by two field teams,a hydrology team and a fishery team.The hydrology team will consist of the hydrology task leader and one technician.The fishery team will consist of the fishery task leader and two technicians. During the first scheduled field trip,the fishery team would work with the hydrology team to set up benchmarks,headstakes,supports for taglines,and other tasks.During the field trips in July,when flows are greater,the fishery team will also coordinate their work with the hydrology team and help them with the instream flow measurements.The fishery team will be able to collect sufficient data to carry out the instream flow assessment. Assumptions made for cost evaluation of this scope of work were:1)boats and motors would be available for the field data collections from the U.S.G.S. or U.S.Army Corps of Engineers,or the Power Authority and 2)equipment from other projects being conducted for the Power Authority by Woodward- Clyde Consultants could be borrowed for the Bradley Lake field trips. Hydrology Channel Geometry and Streamflow:Transects will be located within each study reach to define both its nydraulic and habitat characteristics.The number of transects will vary among study reaches;they may range from as few as four to as many as 12.To facilitate the hydraulic simulation modeling effort, the farthest downstream transect at each study reach will be located at a hydraulic control.Transects above the lowest transect will be positioned to characterize the general cross-sectional shape and longitudinal steambed profile within the study reach.Additional transects may also be selected to ensure definition of typical microhabitat conditions within the study reach. G.(0 Once established,the end points of the transects will be permanently marked with steel rods (headstakes)driven flush with the ground surface and their elevations will be surveyed.A cross-sectional profile will be surveyed for each transect.Steambank distances between transects will also be measured. Depth and velocity information necessary to calibrate a hydraulic model of the reach will be obtained at each transect for selected streamflows between mid-April and late July.Hydraulic measurements will be collected for three different streamflow levels (calibration flows)at those study reaches where the |FG-4 hydraulic simulation model is evaluated to be applicable,and for two calibration flows where the WSP computer program is applicable. Depths and velocities will be measured along each transect at several points (verticals)referenced to the left bank headstake.The number of verticals per transect will depend on the streambed configuration,the flow level,and the complexity of the velocity distribution.Velocity measurements will be made with a March McBirney Model!201 electromagnetic current meter.Depth and velocity measurements will likely be obtained using a top-set wading rod. In water too deep or unsafe to wade,a boat will be attached to a tagline stretched across the river at the transect.The two boats and outboard motors required for the study effort will be furnished by the Power Authority at no cost to Woodward-Clyde.The equipment will be returned to the Power Authority at the completion of the study.Whenever possible,the Marsh McBirney current meter will be attached to a wading rod and used from the boat.If necessary,the current meter can be attached to a weighted cable and suspended from the boat.Water surface elevations will be measured at every transect in the study reach for each of the calibration flows. A staff gage,comprised of a surveying rod facing attached to a steel fencepost driven into the streambed,will be installed at each study reach. The staff gage will be read and recorded whenever a crew member was near the study reach.The staff gage is used to evaluate whether or not the discharge remains constant during the work period that hydraulic data are collectad. Cy . ( A recording gage (data pod)will be installed at the outlet of the stream flowing into the Bradley River near Section 29.The recording gage will be- able to continuously record flows from this stream and data from the gage will be collected and developed for project use. Substrate and Cover:Standard sampling technique and classification (coding)criteria will be used to visually evaluate substrate and cover conditions at each transect.A substrate scale will be used to describe gravel and cobble size characteristics for suitability for salmonid spawning. A simple cover code will be used to describe cover,a habitat characteristic. Substrate and cover conditions will be recorded at each of the transects in each of the study reaches. Fisheries Program:Fishery field studies will consist of three field sampling trips,at least two of which will be conducted synoptically with hydrology studies to enhance the usefulness of data collected by the two programs and to allow the fishery task leader to evaluate substrate and cover in- conjunction with hydrological discharge measurements for use in the IFG physical habitat simulation model (PHABSIM)and to provide support in carrying out the hydrology field work. Seasonal Species Composition and Distribution:A variety of sampling equipment will be used to investigate the Bradley River fish population. Baited minnow traps will be used to sample small resident and juvenile anadromous salmonids.Fyke nets or gill nets will be set to sample larger fish.Also,where conditions permit,sections of stream will be seined. Collection by electroshocking will be performed along selected reaches. Studies will be conducted during spring (18-25 April),summer (25 July-2 August),and late summer (17-24 August).These surveys should provide an insight to the distribution of fish by season.All of these techniques have been chosen on the basis of successful performance in nearby drainages.It is also propose to conduct overflights to allow identification of the distribution of anadromous salmonids and their movement into the system. oe (,C Fish collected during the survey will be measured,weighed,and identified. They will also.be examined for sexual maturity.Scales will be taken from representative individuals of the target species,particularly from parr or smolt of anadromous species.These scales may be analyzed at a later date to obtain information on growth and rearing. Identification of Habitat Use:Seasonal habitat utilization will be identified for important species and for other fish species collected coincidentally. Habitat characterization will be primarily directed to spawning areas and rearing areas.Migratory pathways will also be identified if feasible. Spawing Areas.Spawning is probably the life function of the fish most sensitive to many of the potential impacts of the project.Aerial (Cif possible)and ground level survey will conducted to identify spawing areas during the field season.Photography will be used to document spawning densities,where visibility permits. Rearing Areas.Rearing habitats are of critical imporatance to fish populations.Juvenile fish are generally more vulnerable to impacts, predation and competition stresses in the freshwater system than adults. These contribute to their greater sensitivity to environmental changes. Adult resident fish spend their entire lives in fresh water and are also sensitive to environmental changes.Rearing areas will be identified by use of direct observation,electroshocking and baited minnow traps. Where feasible,seining can also be used to collect juveniles.Fyke nets have also been successfully used to collect juvenile fish in other drainages and are useful in indicating relative abundance or movement. Migratory Pathways.Migratory pathways can be identified or inferred from spawning habitat.The primary purpose of examining such pathways is to identify areas in the waterway which may prevent access to spawning or rearing areas during altered flow regimes.O23!Ley)ie) Habitat Characterization.In order to utilize the incremental flow methodology,habitat utilization will need to be characterized and habitat utilization curves derived. A habitat utilization curve is a mathematical representation of the response of a species/life stage (e.g.,coho salmon juvenile)to a streamflow dependent variable (e.g.,velocity).The curves are used within an analytical framework to represent the suitability of each flow- dependent variable as an element of the physical habitat requirements of the species/life stage of interest. These curves are based on the assumption that individual fish tend to inhabit the most favorable microhabitat conditions within the total range of condition represented.They will use less favorable conditions with lesser frequency and will eventually leave the area,if possible,before microhabitat conditions become lethal.It is further assumed that individual fish will be most frequently observed inhabiting their most preferred habitat conditions (i.e.frequency of observation is accepted as being indicative of preferred habitat utilization).Such curves may be based upon field observations,the scientific literature and expert opinion. Woodward-Clyde will develop habitat reference criteria for.selected salmonid life stages know to inhabit the Bradley River.Curves will be developed,if appropriate,for spawning pink,socxeye,and coho salmon with respect to three variables --depth,velocity,and substrate.Fry and juvenile curves will also be developed but only with reference to depth and velocity for juveniles of important species.Cover may also be use if sufficient data are obtained. Data Analyses Hydraulic Simulation:Knowledge of the physical habitat parameters is often essential to biological analysis of riverine environments.The incorporation of hydraulic simulation modeling into the IFG's methodology makes the most efficient use of limited field observation to describe the occurrence of depths and velocities under a broad range of unobserved steamflow conditions.Two different hydraulic models are availalbe for use with the incremental methodoloy --the |FG-4 and the WSP (Milhous,et al 1981). The WSP model is a water surface profile program which has been modified to provide very detailed depth and velocity information.The model can be used to predict the horizontal distribution of depth and mean column velocity over a range of steamflows with a minimum of one set of field data.The IFG-4 model provides the same type of hydraulic predictions as the WSP model!but is more stongly based on field data then hydraulic theory.A minimum of three data sets are recommended for calibration of the IFG-4 model.Both models are based on the assumption that steady flow conditions exit within a rigid stream channel.They are most applicable to steams of moderate size. The selection of the model to be used for the Bradley River instream flow studies will be made at the time the study reaches are selected.[FG-4 will likely be used for reaches without tidal influence.WSP may be used on those reaches whose hydraulics are influenced by tides.The models will be run for each study reach for a range of flows. (.( x"wt Calculation of Weighted Usable Area:The HABTAT computer model; calculates WUA.This index value represents the availability of potential fish habitat as a function of streamflow.WUA is defined as the total surface area of the study reach expressed as an equivalent surface area of optimal physical habitat for a specific life stage of a particular species.WUA is calculated through the following four-step process:(1)the total surface area within the study reach is divided into a number of cells and the depth- velocity combination calculated for each cell with respect to substrate at a given streamflow;(2)a weighting factor is obtained from the habitat utilization curves for each of the flow-dependent variables (depth,velocity, and substrate),and a composite weighting factor is calculated for each cell; (3)the total surface area of each cell is multiplied by its respective composite weighing factor;and (4)the resultant surface area are totalled to provide an index of habitat availability within the study reach for each species/life stage being analyzed. Calculation of WUA does not totally describe the actual quantity or quality of available fish habitiat.It does,however,provide a structured analytical approach for utilizing commonly recognized steamflow dependent microhabitat conditions to describe fish habitat in riverine environments.Thus,a change in WUA can generally be accepted as a good indicator of the effect a change in streamflow would have on fish habitat.This parameter will be used to evaluate the potential effects of the proposed Bradley Lake hydroelectric project on selected fish habitats in the lower Bradley River,and to select potential flow regimes that will reduce the identified effects. Fishery Data Analyses:This phase of the fishery program will include the tasks necessary to reduce and evaluate fishery data colleted during the reconnaissance and field study phases.This will include analysis of habitat utilization and seasonal distribution based upon collected data.Relative abundance will be examined and characterized for important species and life stages. These analyses will be combined with other information obtained to produce preliminary habitat utilization curves.These will describe the relationship between fish habitat and flow.These curves will then be used in assessing WUA at altered flows.This will be done by entering the data into the FISHFIL portion of the HABTAT program. Sub-task 10.05 -Report The report will summarize the fishery and instream flow studies conducted during 1983 on the lower Bradley River.The method of selecting the study reaches will be presented.Field methodology and results will be summarized.Habitat utilization and fish habitat/flow relationships will be characterized.Results of the hydraulic and weighted usable area modeling will be summarized in tables and graphs.A discussion will be presented that interprets the results of the field work and modeling in terms of the relative effects of various proposed flow regimes on habitat and the fishery resource. A summary of field data and model results will be included as appendices. TASK NO.11 -CONS iRUCTION FACILITIES Included under this task are the engineering and design efforts and associated cost for the review and evaluation of certain select facilities of the pro- posed Bradley Lake Hydroelectric Project.The performance of the sub-tasks identified below will be accomplished by R&M Consultants,Inc.(R&M),as subcontractor to SWEC,and member of the Project Team. Data on land status for project related lands would be furnished to the project by the Power Authority.The Power Authority will develop costs for land aqui- sition.SWEC will develop the cost of clearing of project lands and for the transmission line connecting the Bradley Lake development to the transmission line proposed by Homer Electric Association. SWEC will review the costs as determined by the Corps for miscellaneous project facilities and upgrade these costs as may be necessary. R&M will furnish labor,material,equipment,and other services including field data collection and performance of surveys,as required to perform the engineering-design studies and cost estimates for the following sub-tasks. Sub-task 11.01 -Access Roads R&M will gather and review existing maps,reports and soils information for the development of engineering design standards and parameters affecting project access road design.This task will include a review of ground surveys,borrow sources and existing design criteria.A field reconnaissance will be made and alternative design criteria will be addressed.Conceptual design drawings will be prepared of selected alignments and road configurations. Cost estimates will be reviewed and new cost estimates prepared for alternatives selected. -d4ies) Sub-task 11.02 -Barge Basin &Dock REM will gather and review existing maps,reports,soils information and bathymetry data covering the barge basin and dock alternative locations.A field reconnaissance will be made to examine field conditions at the various sites.Alternative dock types will be considered and various basin configurations will be evaluated.Conceputal design drawings together with cost estimates will be prepared for the alternatives and their associated| access roads. Sub-task 11.03 -Camp Facilities REM will gather and review existing maps,reports,soils information and proposed construction manpower loading as it pertains to the proposed permanent and temporary camps and utilities.The construction camp will be evaluated as a means of possible cost savings in operating a separate camp in the dam area thereby reducing helicopter transport costs until a usable road can be developed.Cost estimate will be prepared for the permanent and temporary camps. Sub-task 11.04 -Surveying REM will gather and review survey data in the project area and provide surveying services necessary to locate the major test holes to be drilled by the geotechnical consultant.Maps will be prepared showing locations of test holes. Sub-task 11.05 -Basin Water Yield Data made available since publication of the Corps of Engineers Design Memorandum No.1 -Hydrology will be collected and reviewed for its impact on water yield and downstream flow.Updated monthly flow records developed by the Corps of Engineers will not be modified unless additional work on glacial flow contributions is conducted.Also an evaluation will be made to ascertain the flows into the Bracley River from drainage areas downstream of the lake outlet. Qe'o GC.a abs Sub-task 11.06 -Glacial Hydrology Glaciers cover approximately 36%of the Bradley Lake basin,or approximately 20 square miles.They are located in the region of highest precipitation. Region wide,glaciers have been receding during the 20th Century,including during the historical period of flow record for Bradley River.Additional water above the input precipitation flows past a stream gage if the glacier is wasting away.For example,for the area of glaciers in the Bradley Lake basin,and additional annual runoff of 18 cfs/yr would occur for every foot of glacier ice melted in that year.The change in runoff would primarily occur from June through September.Discussions with glaciologists indicate that many West Coast &Alaskan glaciers may have reached equilibrium in the last 10-20 years,that is,they are no longer retreating.Consequently,a change in the hydrologic regime of the system has occurred,analogous to a significant land-use change in other basins.The scope of work on glacial hydrology is designed to determine the volume of ice lost in the last 30 years;determine if there were any major changes in the'rate of ice lost during this period,and to adjust historical flow records accordingly. Control surveys of high-elevation points near the glaciers will assist in determination of relative elevation changes of the glaciers over time,using aerial photos taken in 1952,1974 and 1977 or 1982.Photogrammetric mapping of 10 cross-sections/glacier will be conducted by North Pacific Aerial Surveys.Determination of volume changes will be done at the Geophysical Institute,University of Alaska,under the cirection of Or.Will Harrison. Dr.Harrison will also attempt to apply results of studies of Wolverine Glacier,a 7 sq.mi glacier located 90 miles to the northeast of the Bradley basin glaciers.The results of the above studies will be utilized to develop criteria to adjust the summer flow records of the affected years.The adjusted records will reflect a climate scenario where the glaciers remain in equilibrium. (:(f Sub-task 11.07 -Reports R&M will prepare and issue summary and/or fetter type reports,discussingtheevaluationofavailabledataonConstructionFacilities;studies performed and results;cost estimates and alternative cost savings;and,engineering- design criteria and/or parameters compiled for Project use in the development of the cost estimates.vs)' TASK NO.12 -TRANSMISSION LINES Included under this task will be the conceptual engineering and design and the cost of related services for the performance of the following sub-tasks.These Sub-tasks will be performed by Dryden &LaRue Consulting Engineers. Sub-task 12,01 -Data Review This effort will review published studies pertaining to the transmission line from the Bradley Lake Powerhouse to the new proposed Homer Electric line and from Soldotna to Anchorage.The review is intended to cover all readily available documents.A brief summary of these documents will be included in the Draft Report. Sub-task 12.02 -Project Administration This task will provide the necessary manhours to oversee the review process of Sub-tasks 12.01,12.03,and 12.04. Sub-task 12.03 -Preliminary Cost Estimate Actual construction costs for existing transmission lines similar to the Bradley Lake/Homer and Anchorage/Soldotna lines will be collected.A cost per mile for each applicable facility will be extracted from the available data. The cost per mile will be adjusted to 1983 and judgment used to relate design and construction similarities.An estimated cost per mile in 1983 will be established for the two proposed transmission lines.There will be no effort to develop detail unit costs. Sub-task 12.04 -Draft Report A report will be developed from the efforts of tasks described above.This report will be the only deliverable for the Review and Preliminary cost effort. The complete effort will be an office review only.No field investigation is "ncluded. (.(2we For the following,Sub-tasks 12.05,12.06,12.07,and 12.08,it is assumed that the selected Bradley Lake Project will serve the Kenai Peninsula area only. Therefore,the project will not require a transmission line from Soidotna to Anchorage and detailed study of this transmission line is beyond the scope of this study. Sub-task 12.05 -Project Administration This Sub-task will provide the necessary manhours to oversee a conceptual design,a detailed cost estimate,and preparation of report,Sub-tasks 12.06, 12.07,and 12.08 respectively. Sub-task 12.06 -Conceptual Engineering This Sub-task will develop design criteria in sufficient detail to select a tower and conductor type for the 18 mile transmission line from the power plant to the proposed Homer Electric line.The selection will not be optimized, only a resonable choice for the design criteria will be establised.A field reconnaissance with a geologist will establish general routing criteria and estimated soil conditions.A possible line corridor will be established and drawn on maps.The corridor will consider;land status,geology,design criteria,environmental impacts and engineering experience to arrive at a likely corridor. Sub-task 12.07 -Conceptual Line Design and Cost Estimate The data from Sub-task 12.06 will be used to develop a conceivable line design. The design will include;type of structure,conductor,foundation types,voltage, visual and electrical effects,and a suggested construction technique.A unit breakdown for major construction components will be established,and a detailed cost estimate for each unit developed. Sub-task 12.08 -Report A report will be developed from the efforts of the Sub-tasks described above. This report will be the major deliverable for the Conceptual Design effort. Sketches and unit descriptions will be in sufficient detail for additional cost estimating. ce TASK NO.13 -SELECTION AND DEVELOPMENT OF INSTALLATION Based on the results of previously performed tasks of engineering,design, geotechnical,environmental and cost-economic analyses,and on the assumptions that an alternative power plan using Bradley Lake is attractive, the Project Team wiil choose a hydroelectric installation that would best develop the energy potential of the Bradley Lake system in response to the adopted power plan scenario.As part of its selection process the Project team will consult with its SWEC Technical Review Board ,who wili wake a visit to tne site. Having selected an installation,engineering and design studies will be. performed and cost and economic evaluations made to further develop the conceptual design of installation.Develooment will address the civil structures,the various project facilities,and the project equipment and systems.Power study and economic analyses,for the selected project, would be performed under Task 8. In addition,SWweC will calculate:(1)project design floods and area capacity curves,(2)average distribution and duration curves,(3)reservoir regulatory and discharge-power characteristics,(4)diversion tunnel rating curves,(5)curves on power tunnel hydraulic losses,(6)spillway and tailwater rating curves,and (7)economic diameter analyses for the tunnel and penstock. Drawings showing plans,elevations,sections,and other data required for reasonably depicting and estimating the selected project will be developed. Based on quantities taken-off from these drawings and,together with data on equininent and systems required for the plant,SWEC will cevelop a cost estimate for the construction of the selected project.ui'Galee adh fooeerek TASK NO.14 -PREPARATION OF FEASIBILITY REPORT This task provides for the preparation of a Feasibility Report.The report will include preparation of text,drawings,graphics,photographs,and materials as developed during the feasibility study.Expenses associated with this task will include publication,mailing,communications,and reproduction charges. Initially the report will be prepared as a Draft Feasibility Report and 6 copies will be submitted to the Power Authority for review and comments. Subsequent to including the Power Authority's comments and responses into the Draft report,the Final Feasibility Report will be issued and 25 copies furnished to the Power Authority. Selected SWEC personnel will assist the Power Authority and participate in a presentation to the Alaska Power Authority's Board on the technical and economic feasibility of the project.!wtia) eeaTASK NO.15 -CONSULTANTS This task includes the participation of specialist consultants.Areas of involve- ment will include technical and cost-economic aspects of the Project.The Project has identified the following for consultant participation: °Technical Review Board °Power Studies and Economic Evaluation Approach °Cost-Estimate Review °Other Project Needs BRADLEY LAKE HYDROELECTRIC PROJECT Contractor: Stone &Webster Engineering Corporation APPENDIX C Article C-1.Subcontractors: The Contractor shall not enter into any subcontracts for any services subject of this Agreement without prior written approval of the Alaska Power Authority. Article C-2.Key Personnel: The following personnel are considered to be essential to the work to be performed under this Agreement:The Contractor shall give reasonable advance notice of any substitutions,and shall submit justification in sufficient detail to permit evaluation of the impact of any substi- tutions on the Project.No substitutions shall be made without the written consent of the Power Authority's Contracting Officer,which consent shall not be unreasonably withheld. 1 Function Name Principal In Charge R.Conlon Project Manager J.J.Garrity Deputy Project Manager T.Critikos Chief Project Hydro Mechanical Engineer K Chief Project Electrical .G.Lawrence Engineer G.A.St.Onge Chief Project Geotechnical Engineer P.J.Mayrose Dryden &LaRue D.LaRue R&M Consultants,Inc.V.Gretzinger Shannon &Wilson,Inc.F.Brown Woodward Clyde,Consultants M.Joyce Article C-3.Release and Waiver of Liens: The Contractor agrees that upon the completion of services rendered hereunder the Project or premises shall be free and clear of any mechan- ic's and other liens of the Contractor and any and all of its successor, assigns,materialmen,laborers,vendors,and/or subcontractors who mayfurnishanylabor,material services,fixtures,apparatus,machinery, Page l improvements,repairs,or alterations in connection with the services rendered hereunder. The Contractor shall deliver a waiver of liens,in any acceptable forms, to the Power Authority at the time of completion of the services. Article C-4.Royalties,Patents,and Licenses: The Contractor shall pay all royalties and license fees in connection with its services under this Agreement.It shall defend all suits or claims for infringement of any patents,letters patent,copyrights,or trademarks,and shall save the Power Authority harmless from loss on account thereof except that the Contractor shall not be responsible for any such loss when a particular process or product of a particular manufacturer or manufacturers is specified by the Power Authority, unless the Contractor has been notified prior to.the signing of the Agreement that the particular process or product is patented or is believed to be patented. Article C-5.Rejection of Work: The Contractor is responsible for proper performance of the Work.The Power Authority may reject any work found to be defective or not in accordance with the specifications contained in Appendix B hereto, regardless of the stage of completion,the time or place of discovery or error,and whether the Power Authority previously accepted any or all of the services through oversight or otherwise. Contractor assumes professional and technical responsibility for perfor- mance of its services to be provided hereunder in accordance with recognized professional standards of good engineering practice.Con- tractor's professional liability arising out of or in connection with the services shall be limited to providing corrective engineering services without charge to the State for those engineering services which fail to meet the above standards and which are promptly reported in writing to Contractor within one (1)year following completion of Contractor's services. Article C-6.Waiver: The waiver by one party of any breach of this Services Agreement or the failure of one party to enforce at any time,or for any period of time, any of the provisions hereof,shall be limited to the particular in- stance,shall not operate or be deemed to waive any future breaches of this Service Agreement,and shall not be construed to be a waiver of any provision,except for the particular instance. Page 2 Article C-7..Entire Agreement: This Services Agreement represents and incorporates the entire under- standing of the parties hereto,and each party acknowledges that there are no warranties,representations,covenants,or understandings of any kind,matter or description whatsoever,written by either party to the other except as expressly set forth and hereinafter written.The Power Authority and the Contractor hereby agree that any purchase orders, invoices,confirmations,acknowledgements or other similar documents executed or delivered with respect to the subject matter hereof shall not be considered part of this Agreement.This Services Agreement shall not be subject to change or modification unless by the execution of another instrument in writing subscribed to by a duly authorized officer of each of the parties hereto. Article C-8.Severability: If any provisions of this Services Agreement shall be held to contravene or be invalid under the laws of any particular state,country,or jurisdiction where used,such contravention shall not invalidate the entire Services Agreement,but it shall be construed as if not contain- ing the particular provision or provisions held to be invalid in the particular state,country,or jurisdiction and the rights or obligations of the parties hereto shall be construed and enforced accordingly. Articles C-9.Notices: Any notice required to be given by either party hereto shall.be reducedtowritingand,unless receipt of such notice is expressly required by the terms hereof,shall be deemed effectively served when deposited in the mail in a sealed envelope with sufficient first class postage affixed,and addressed to the party to whom such notice is directed at such party's place of business,which in the case of the Power Authority shall be: Eric P.Yould Executive Director Alaska Power Authority 334 West 5th Avenue Anchorage,Alaska 99501 and in the case of the Contractor shall be: Stone &Webster Engineering Corporation Denver Operations Center Greenwood Plaza P.0.Box 5406 Denver,Colorado 80217 Attn:R.J.Conlon Page 3 or such other address as either party shall hereafter furnish to the other party by written notice as herein provided. Article C-10.Insurance: Refer to Attachment No.C-l entitled "Feasibility Studies Specification" dated March 16,1983,which by the reference herein is incorporated and made a part hereof. Article C-11.Compensation: The Power Authority shall pay the Contractor for services performed for this project to cover the following items as hereinafter defined: (a)Salary:Salaries (including holiday and vacation allowances)oforganizationoritsaffiliatesforthetimetheydirectlywork on the project as defined in Appendix 'B':Engineering,Industrial, Cost and Scheduling,Forecasting,Quality Assurance,Purchasing, Computer,Project Services,Project Management,Construction Specialists,and Construction Managers.Enclosed in Attachment C-2 is a listing of the personnel classifications and the salary rate ranges for the classifications. (b)Overhead and Fringe Benefits:The Contractor shall be paid as follows for Overhead and Fringe Benefits: 1.The Contractor shall be paid for Overhead costs incurred in connection with work performed at its home offices for the Power Authority under this contract as follows: a.Fixed Overhead rate equal to 70 percent of direct Straight time Salary charges of (a)above.The fixed overhead rate is valid until completion of services under this Agreement. 2.The Contractor shall be paid for Qverhead costs incurred in connection with the work performed at the dedicated project field office in Anchorage for the Power Authority for Con- tractor's personnel assigned at that location under this contract as follows: a.Fixed Overhead rate equal to 23.5 percent of direct straight time Salary charges of (a)above and paragraph 4 below.The fixed Overhead rate is valid until completion of services under this agreement. 3.Contractor shall also charge a provisional rate of 9 percent for fringe benefits on direct straight time Salary charges of(a)above and paragraph 4 below in =accordance with Page 4 (d)ioNContractor's corporate policy.Such rate shall be adjusted to actual on calendar year basis. 4.For personnel assigned to the Anchorage Project Office, excused absent time shall be charged to the project as ordi- nary working time. These rates are applied in accordance with the Contractor's established and uniformly applied accounting system. Direct Non-Salary Costs:Payment for direct costs shall be made to the Contractor for those costs which are directly attributable to the work,including: The costs of all materials and supplies used in the performance of the Project. The cost of project field office in Anchorage. Costs for reproduction of plans,specifications,reports,and other data,and for computer services at rates in effect at the time of usage per the attached in Attachment No.3. Long distance communication costs. All costs associated with outside consultants,subcontractors,and other outside services and facilities. Costs incurred for travel and subsistence of personnel engaged in the performance of the Project in accordance with the Contractor's established personnel policies.(See Attachment No.6). Laboratory testing. Postage Relocation costs in accordance with Contractor's established policies. Rental of special equipment and special field offices at rates to be approved by the Power Authority. Any other costs not described above which are proper charges to the Project and approved by the Power Authority. Fee Cost:The fee is equal to 11 percent of the total of direct Salaries,overhead and fringe benefits.No mark-up for fee on anydirectnon-salary costs as defined in Paragraph (c)above will be Page 5 oNaNallowed except 3.5 percent of subcontract costs as a subcontract handling fee. (e)Account of Costs:The Contractor shall maintain books and accounts of the Recoverable Cost in accordance with generally accepted accounting principles and practices.The Power Authority,during the Contractor's normal business hours for the duration of this contract,and for a period of three (3)years after the completion of the contract,shall have access to these books and accounts to the extent required to verify that the Recoverable Costs incurred hereunder have been charged in accordance with terms of this contract and that items of direct costs so claimed have in fact been incurred,provided,however,that any negotiated fixed rates for overhead,computer and reporgraphics will not be subject to audit. Article C-12.Estimated Costs: The costs estimated for performing the services of this contract are shown on Appendix 8B of this contract and are inclusive of salary costs and all other reimbursable expenditures.Said costs are not to.be exceeded without prior written approval. Articles C-13.Submission of Invoices and Payments: (a)The Contractor shall submit monthly invoices to the Power Authority within 25 days of each month-end and in accordance with this Appendix C,Article C-l1.Billing shall reflect actual expendi- tures and shall provide full support.Individual salary informa- tion will provided if required under separate cover to the Power Authority's Director of Finance. (b)Fee as defined in Appendix C,Article C-11 (c),shall be paid monthly as 11 percent of the monthly direct salaries,overhead and fringe benefits until 75 percent of the estimated total fee has been paid.The remaining 25 percent of the Fee shall be held in retention by the Power Authority until completion of services as defined in Appendix B of this contract. (c)The Power Authority shall pay invoices within 30 days of receipt ofsaidinvoicesbythePowerAuthority.Should any discrepancies.befoundbythePowerAuthority,the Power Authority will pay the invoice and require the Contractor to provide supporting documenta- tion and/or corrective action,within the next 30 days.If supporting documentation is not received withing 30 calendar days,the Power Authority will reduce the next invoice accordingly.The Contractor will not be compensated for any reduction in billing until the Contractor has cleared the deficiencies to the satisfac- tion of the Power Authority. Page 6 (d)All invoices submitted shall include a certification of an officer of the corporation as to its accuracy and completeness. Article.C-14.Services: (a)The Contractor shall furnish or cause to be furnished all services, materials and equipment necessary for performance of the work described in Appendix "B". (b)The amounts budgeted as compensation for each work task defined in Appendix "B"are as follows: Task Amount 1.Project Management &Administration $256,500.00 2.Data Collection _ 8,800.00 3.Review of Data 12,700.00 4.Conceptual Design of Common Items 93 ,600 .00 5.Conceptual Design of 60 MW,90 MW,and 135 MW Plants 67 ,600.00 6.Power Study and Economic Analysis Approach 16,000.00 7.Quantity Development and Construction Cost Estimate 39,200.00 8.Economic Model And Engineering & Economic Evaluation 27,300.00 9.Geotechnical Investigations 248 400.00 10.Instream Flow Studies 262,900.00 11.Construction Facilities 217,400.00 12.Transmission Lines 75,500.00 13.Selection and Development of Installation 49,000.00 14.Preparation of Feasibility Report 55,200.00 15.Consultants '67,100.00 TOTAL $1,497 ,200.00 Page 7 (c)Schedule:The Contractor shall perform the services described in Appendix "B"in accordance with the following schedule: Start work:Not later than seven days after notice of award (based on award not later than April 20,1983). Submit draft feasibility report:October 1,1983, Submit final feasibility report:24 days after receipt of Power Authority comments on draft report. Articles C-15.Limitation of Funds: At no time will any provision of this agreement make the Power Authority liable for payment for performance of work under this Agreement inexcessoftheamountswhichhavebeenappropriatedbytheAlaskaStateLegislatureanddesignatedforexpenditureforthepurposeofthis Agreement. The Contractor will not incur any expenses exceeding the allotted amount unless and until the Power Authority has notified the Contractor in writing that such allotted amount has been increased and has specified in such notice an increased amount constituting the total amount allot- ted to the Project. ! In the event that the Contractor expects the allotted amount will be exceeded by the costs and fee that are incurred in accomplishing the work that is a part of this contract,the Contractor will notify the Power Authority in writing as soon as such exceedance is expected. The amount presently available for payment is $1,497,200.00. Article C-16.Purchase and Billing Instructions: The Power Authority is providing the Contractor with detailed purchase and billing instructions under Attachment No.C-4. Article C-17.OQwnership of Equipment and Property: All equipment purchased with funds of the State on this contract will bebilledasaseparatelineitemandinventorycontrolofproperty(Attac- hment No.5)maintained until final Acceptance or Termination of the contract. 1.Title to Property:Title to all property furnished by the Power Authority shall remain in the Power Authority except as otherwise provided in this Article.Except as otherwise provided by the Contracting Officer,title to all materials, equipment,supplies,and tangible personal property of every Page 8 kind and description acquired for the Power Authority by the Contractor,the cost of which is allowable under this con- tract,shall pass directly from the vendor to the Power Authority. 2.Identification:To the extent directed by the Contracting Officer,the Contractor shall identify Power Authority pro- perty coming into the Contractor's possession or custody by marking or segregation in such a way,as directed by to the contracting Officer,its ownership by the Power Authority. 3.Disposition:The Contractor shall make such disposition of Power Authority property which has come into the possession or custody of the Contractor under this contract as the Contract- ing Officer shall direct. Article C-18.Force Majeure: No failure or omission by either party to carry out or observe any of the stipulations or conditions of this Contract,except the obligations to make payments hereunder,shall give rise to any claim against the party in question or be deemed a breach of contract if such failure or omission arises by reason of Force Majeure. The term "Force Majeure",as employed herein shall mean acts of God, strikes,lock-outs or other industrial disturbances,lack or failure of transportation facilities,acts of the public enemy,ways,blockades, insurrection,riots,epidemics,landslides,earthquakes,storms, lightening,fire,floods,explosions,and any other events not within the reasonable control of the party affected. Article C-19.Consequential Damages: In no event shall contractor and its subcontractors be liable for special consequential or indirect damages including but not limited to loss of use or loss of profits and the State releases Contractor and its subcontractors from any liability of this nature. Article C-20.Limitation of Liability Between Contractor and the State: Contractor's total aggregate liability arising out of or in connection with this Contract from any and all causes shall not exceed an amount equal to Five Hundred Thousand Dollars ($500,000)and the State hereby releases Contractor from any liability in excess thereof.Limitation on liability and releases from liability express in this Contract shall be enforceable even in the event of the fault,negligence or otherwise of the party released or whose liability is limited and shall extend to officers and employees of such party. Page 9 Article C-21.Clarification of Appendix A,Article 6: At the end of line 2,add "including reasonable costs necessary to bring the work to an orderly conclusion". Article C-22.Nondisclosure: The Contractor agrees that it will not divulge to third parties without the consent of the Power Authority any information obtained from or though the Power Authority in connection with the performance of this Contract unless:(i)the information is known to the Contractor prior to obtaining the same from the Power Authority,(ii)the information is, at the time of disclosure by the Contractor,then in the public domain, or (iii)the information is obtained by the Contractor from a third party who did not receive same,directly or indirectly,from the Power Authority.The Contractor further agrees that it will not,without the prior written consent of the Power Authority,disclose to any third party any information developed or obtained by the Contractor in the performance of this Contract,except to the extent that such informationfallswithinoneofthecategoriesdescribedin(i),(ii),or (iii), above. If so requested by the Power Authority,the Contractor further agrees to require its employees and Subcontractors,if any,to execute a non- disclosure agreement,in a form satisfactory to the Power Authority, prior to performing any services under this contract. Article C-23.Attachments: The following attachments are hereby made a part of this Contract. C-1.Alaska Power Authority Professional Services Contract Feasibility Studies Specifications. C-2.SWEC salary rate ranges and personnel classifications. C-3.SWEC computer and reporgraphic rates. C-4.Billing instructions. C-5.Policies for inventory control. C-6.SWEC personnel policies and procedures. C-7.Alaska Power Authority purchasing instructions. Page 10 - ALASKA POWER AUTHORITY ATTACHMENT NO.C-4 TO PROJECT SERVICES AGREEMENT BILLING INSTRUCTIONS The monthly billing will be based on actual disbursements (cashbasis)and will provide total support and adequate audit trails. This means that the system should summarize financial transactions and will provide a means of tracing the detailed components. Special provisions are indicated at #3.b and #3.c. Internal Control: The Contractor's bill shall be prepared by their accounting depart-ment and shall be approved by the Project Manager. The monthly bill will be verified by the Project Manager andProjectAccountantandapprovedforpaymentbythePowerAuthority Director of Finance and/or the Executive Director. ¢ Form of Billing:7 ° 3.a The Contractor will proyi e the Power Authority with a compre-hensive billing within 16)days of the end of the monthlyaccountingcycleorcatedarmonth,whichever applies. 3.6 The Contractor wil]reflect on the monthly billing the current month's actual expenditures in the same format of the Cost Estimate which is part of the contract.The various activ- ities by task will be summarized under main titles and will constitute the total monthly bill for the project. 3.c."Progress billing"will be accepted for amounts totaling$100,000 and over inclusive or (estimated payroll,fringebenefits,overhead costs),and other incurred actual expendi- tures.The Power Authority will recognize payment of 60%of estimated payroll,fringe benefits and overhead costs and 100% of other supported actual expenditures.Fees shall not beincluded. "Progress billing"will also be accepted for purchase of equipment or other large expenditures totaling $100,000 andover. 3.d.The monthly billing for each calendar month will reflect the total amounts of expenses incurred and any "Progress Billing"will be indicated after the "Total"as adjusting entries to reduce the amount due. Revised 3/83 Pace 1 3.e The Power Authority's objective in recognizing "Progress Billing is to streamline the Contractor's cash flow so that the Contrac- tor may expedite its own commitments to the subcontractors and vendors.The Power Authority requires that the Contractor will allow payments on account to the subcontractors included in the special and/or progress billing in amounts proportionate to the petting and the payment received by the Contractor for the givenilling. 4.Other Direct Costs -Expenses: 4.a Shall be billed as identified per Cost Estimate and/or Cost Estimate revisions.Any meaningful deviation from Cost Estimate and/or approved Revised Cost Estimate must be footnoted.Each expenditure will be supported.by a copy of original paid invoiceorothertraditionallyaccepteddocumentofsupport. 4.b Any allocation of costs will be supported by detailed allocation schedule. 4.c State and Local Taxes:the Alaska Power Authority is a tax exempt public corporation of the State of Alaska and will upon letterapplicationbytheContractor,provide the Contractor with a Sales Tax and Tax Exempt Certificate for the period of Contractor's performance under this contract. 5.Subcontractors: The Contractor will provide the Power Authority with copies of contractsforeachsubcontractoratthebeginningoftheprojectorcontractswill be provided according to the ongoing participation schedule of each subcontractor of the Project. The Contractor will indicate each subcontractor on the monthly billing as a line item and will provide full support for individual transactions leading up to the total billed.The Power Authority expects that the same basic billing prerequisites of the Contractor will apply to thesubcontractorsbillings(cash basis and 100%support). State and Local Taxes:(See 5.2)The Power Authority will issue specific certificates of tax exemption for each subcontractor accordingtoneedandonlyformajorpurchases.It will be the responsibility of each subcontractor to notify the prime Contractor and the Power Authority on a timely basis of the need of such document. 6.Form of Billina Documents: 6.a The Alaska Power Authority requires invoices to be submitted with documented cost summaries by Contractor,by subcontractor,to include the following supporting schedules. Revised 3/83 Pace 2 s -a,' "oN " wea?= ae Tae or oan 1.Payroll: a.DOirect labor,excluding overtime b.Fringe benefits c.OQverhead d.Overtime (overtime does not carry fringe benefits and :overhead on the premium portion of the overtime).ee .Other direct costs:WM°a.One line item for total equipment purchases. b.Detailed back-up for equipment purchases. c.As a Separate schedule,one line item for other direct costs. d.Schedule of all other direct costs. 4.Subcontractor cost by Contractor. 5,Subcontractor Handling Fee 6.Total invoice. 6.b The Contractor will provide the Authority with a current inventory of all purchased equipment as a supplement to the billing document. 7.Form of Payment: The Power Authority will provide payment through the Alaska DepartmentofCommerceandEconomicDevelopment(Juneau Office)by wire transfer to any bank indicated by the Contractor for amounts over $100,000;payments for less than $100,000 will.be made by warrant.Contractorswithoutofstateheadquarterswillsetupasystemthatwillminimize the problem of remitting payments from their main office,aiming toreducethenumberofdaysformaildeliveryandclearanceofoutof State checks for payments to be made within the State of Alaska. 8.Contractor's Responsibilities: The Contractor hereby acknowledges its responsibilities for correctly invoiceing the Authority for costs incurred by it under this Contract,including invoices from subcontractors which Contractor approves forpayment.The Contractor must properly document and use due care in the invoicing of costs to the Authority. Revised 3/83 Page 3 osATVACHMENT NO.C-1 ALASKA POWER AUTHORIT) PROFESSIONAL SERVICES CONTRACT FEASISILITY STUDIES SPECIFICATIONS State Saved Harmless:kexcont as otherwise provided in this paragraph the/Contraccor snall indemnify,save harmless,and defend the State,its officers,agents and employees from liability of any nature or kind,including costs andexzenses.for or on account of any and all legal actionor claims of any cnaractarwhatsoeverbythirdcartiesresultingfrominjuriesordamagessustainedbyanypersonorpersonsorpropertyasaresuitofanyerror,omission or negligentactoftheContractor,its agents,or subcontractors relating to the perfernanceafthiscontract.All legal action or claims including cefense costs resultingfreminjuriescrdamagessustainedbyanyperson(s)or property arising fromperformanceofthiscontractbytheContracter,its acents or subcsntracscr,snalil be apportioned on a comparative fault basis where State liability is cue to active negligence on the part of the State.. where the State and the Contractor are jointly ltable,the Contractor'sliabilitytathirdpartiesshallbelimitedtothepreceedsofthelimits of-insurance required,including maximum allowable deductibles or self-insured----- -retentions.Further,the Contractor's liability to the State shall not beaffectedbytheapplicationofanyaggregatedinsurancelimitsontherecuiredinsuranceexceptanyprojectagcregateinsurancelimits.The State and theAuthorityagreetowaivetheirrigntsofrecoveryforliabilityinexeassofcherequiredlimits. insurance:During the life of this contract,the Contractor shall purchaseangmaintaininsurancewithacarrierorcarrierssatisfactorytoOesartmentofAdministration,Division of Risk Management,covering injury to persons orpropertysufferedbytheStateofAlaskaorathirdparty,as a result oferrorsorcmissionsoroperationswhicharisebothoutofandduringthecoursaofthiscontractbytheContractcsr.The coverage will also providecrotectionacainstinjuriestoallemployeesoftheContractorencacedinworkuncerthiscontract.Satisfactory evidence of insurance will be furnished zo tne Contracting Officer prior to beginning work under this contract.Thisevidencewillprovideawrittencancallation,non-renewal or material chance withapriornoticeof30days.Insurances companies shown on such evidence shali have accaptable financial ratines.Failure to furnish satisfactory evidencacfinsuranceorlacseofthepolicyisamaterialbreachandcroundforternine-tion of the Contractor's services. Sevora pervorming under this contract,satisfactsry evidence of the followingcoverageswillbeprovided. 1.Workers'Compensation Insurance:The Contractor shail provide and maintzin for ali employees of the Contractor encaced in work under this contract, workers'Compensation Insurance as required by AS 23.20.045 Carcrme70 include: .Statutsry coverace for states in which emsicyees are encegine in work;.Emslover's Liability Protection in the amount of $500,000 cer sersen/S209 ,000 per occurrenceCc.Eroed Form Ail States Eadorsenent;¢.All State and Federal Acts where applicable;e.'Ycluntary Comsensation Encorsement. comcrahensive General Liability with coverage Timits of $1,000,000 CSL peroccurrenceandannuaiaggregate. To incluéa: @.Premises Qrerations;2.iInderendens Contractors; ¢.Precucts/Complet ed Operations (maintained for two years after complesicaeTcontract: : :Elan ket Contractual;¢ e.explosion,Collapse and Underground (XCU)coverace;7.Gwner''s/Contr actor's Protactive Liability;¢.irsad Form Comprehensive General Liability Endorsement (1806-222 orecuiveient).7 Comerehensive Automobile Liability with coverage limits of $1,060,000 CSL per occurrenceTaincluea: 2.-411T Owned Vehicles; 5.All Hired Vehicles; ¢.All Non-Cwned Vehicles; ¢.Uninsured Motorists. Frovessional Liability:Coverage for all errors,omissicns or negiicent actwricataeContractsroremoloyeesmaymakewnicnresultinfinanciallesst9 the Stzte of Alaska. cs recuired:$200,900-per claim and project agareaate.If pvolicy isrittenona"Claims Made"basis,the policy must be warranted to be maintained Or a nericd of three years after completion of the work hereunder. Uneer this Section (4),the Contractor's ligbility shallbe limited to S200,0C,inclucing caductibies or self-insured retanticns. 5.Aircraft/Watercraft Liability:Combined Single Limit of $1,000,000 for Bodily injury,PasSenger Liability and Property Damage Liability.* a.Owned Aircraft/Watercraft b.Non-Owned Aircraft/Watercraft c.Hired,Chartered or Rental Aircraft/Watercraft. 6.Similar coveraces and limits as stated in paragraphs 2,3 and 5 above will be required of any subcontractors. *To be included wnen aircraft or watercraft are to oe used in performance of tnecontract,2icther ts de meced by Contractor for owned aircraft/watercrarTt or tersons/firms contractes with. "arcn 15,i283aU,arte (..C, ATTACHMENT NO.C-2 Personnel Classifications Salary Rate (including Holiday and Vacation)Rances Low High A 23.06 69.23 B 19.34 45.79 ° Cc 16.13 42.65 D 14.33 42.65 E 14.00 38.07 F 10.18 33.61 G 8.51 30.84 H 7.81 26.50 I 5.78 17.40 J 4.11 12.55 These rates are subject to change annually on October 1. ATTACHMENT C-2 10/0 1/82 STONE &WEBSTER ENGINEERING CORPORATION PAGE CORPORATS PERSONNEL INFORMATION MANAGEMENT SYSTEM PERSONNEL CLASSIFICATION SYSTEM (PS-GIM071) POSITION CLASSIFICATION A CODE TITLE B27 ECONOMIST,CONSOLTING,SENIOR M65 MANAGER,SAFETY,FIELD M81 MANAGER OF PROJECTS,SENIOR NO1 MANAGER,DEPARTMENT NQ2 MANAGER,DEPARTMENT,ASSISTANT N67 MANAGER,DEPUTY,ENGINEERING N71 MAJAGER,CONSOLTING GROUP N33 MANAGER,RESIDENT,SENIOR N97 DIRECTOR,DEPOTY,ENGINEERING P4t MANAGER,LABOR RELATIONS &SAFETY 344 DIRECTOR,CONSTRUCTION,DEPUTY 392 ENGINEER,CONSULTING 406 ENGINEER,DIVISION,CHIEF 407 ENGINEER,CONSULTING,SENIOR 546 MANAGER,OPERATIONS CENTER,ASSISTANT 552 MANAGER,FROJECT,SENIOR 598 MANAGER OF PROJECTS 600 MANAGER,CONSTRUCTION,SENIOR 601 MANAGER,CONSTROCTION . 603 MANAGER,CONST,LABOR RELATIONS &SAFETY,FIELD 612 MANAGER,DESIGN 6193 MANAGER,ENGINEERING 621 MANAGER,ENGIN©&ERING,ASSISTANT 624 MANAGER,FROJECT 646 MANAGER,RESIDENT 854 SUPERINTENDENT,GENERAL *PERICDIC DENDCA WILL BE £SSUED TO REFLECT ACDITIONS Cy (. 10/01/82 STONE &WEBSTER ENGINEERING CORPORATION PAGE CORPORATS PERSONNEL INFORMATION MANAGEMENT SYSTEM PERSONNEL CLASSIPICATIUN SYSTEM (PS-GTMO71) POSITION CLASSIFICATION B CODE TLILE B25 MANAGER,ACCOUNTING 101 SUPERVISOR,SENIOR (TITLED) M11 MANAGER,CONSTRUCTION,PROJECT M13 MANAGER,DIVISION N37 MANAGZR,SPECIAL PROJECTS S06 SUPERINTENDENT,SERVICES,CONSTRUCTION,FIELD $09 SUPERINTENDENT,QUALITY CONTROL,PIELD 757 SOPERINTENDENT OF ENGINEERING 408 ENGINEER,DIVISION,CHIEF,ASSISTANT 587 MANAGER,ASSISTANT 838 SUPERINTENDENT OF CONSTRUCTION *PERZTODIC Al DENSA WILL SE ISSUED TO RESLECT ACOITIONS ©(x: Ws Is82 STONE &WEBSTER ENGINEERING COXPORATION PAGE 3 CORPURATE PERSONNEL INFPURMATION MANAGEMENT SYSTEM PEKSONNEL CLASSIFICATION SYSTi£m (PS<-GTNO71) POSITION CLASSIFICATION Cc Cube TITLE B26 ECONOMIST,CONSOLTING E67 ENGINEEX,PROCESS,PRINCIPAL 03 MANAGER,FIELD,LABOR KELATIUNS,AREA M17 MANAGER,DIVISION,ASSISTANT P63 ENGINEER,QUALITY ASSU&ANCE,CHIEF R26 MANAGER,SECTION TO SUPERVISOR,CONSTRUCTION EQUIPMENT,CHIEF Ts?SUPERINTENDENT,COST &SCREDULE CONTROL 020 ACCOUNTANT,.PROJECT,SENIOR 243 CONSULTANT,SENTOR 317 CONSULTANT 558 MANAGER,CONSTRUCTION SERVICES,ASSISTANT 340 SUPERINTENDENT OF CONSTRUCTION,ASSISTANT C,,Ce STONE &WEBSTER ENGINEERING CORPORATION PAGE10/01/82 4 CORPORATE PERSONNEL INFORMATION MANAGEMENT SYSTE=M PERSONNEL CLASSIFICATION SYSTEM (PS<-GTM071) POSITION CLASSIFICATION . D CODE TITLE B18 SUPEAVISOR,CONSTRUCTION SYSTEMS 519 ANALYST,CONSTRUCTION SYSTEMS,SENIOR Bu6é CONSULTANT,CONSTROCTION TOOLING TECHNOLOGY E65 ENGINEER,OPERATING,SENIOR LO2 SUPERVISOR (TITLED) LO3 SUPERVISOR,ASSISTANT (TITLED) M10 MANAGER,CONTRACTS M63 MANAGER,PROJECT,ASSISTANT R28 MANAGER,SECTION,ASSISTANT Rat SUPERVISOR,COST AND SCHEDOLE CONTROL R30 SUPERVISOR,CONSTHUCTION,CHIEF,INSTROMENTS Sos SOPERINTENDENT,QUALITY CONTROL,FIELD,ASSISTANT $34 SUPERVISOR,CONSTKOCTION,PAINTING,SZNIOR Ty SUPERVISOR,CONSTRUCTION,IRONWORKEK-RIGGER,CHIEP 316 COORDINATOR,PLANNING 362 ENGINZER,RESIDENT,SENIOR 377 ENGINEER,(TITLED),SENIOR 461 ENGINEER,SUPERVISING 471 COORDINATOR,ESTIMATING 622 MANAGER,ENGINELRING,ASSISTANT TO 631 MANAGER,OFFICE 6438 MANAGER,CONSTRUCTION,ASSISTANT 746 SPECIALIST,PLANNING 769 SUPERVISOR,CONSTXUCTION,ELeCTRiCaL,CHIEF 770 SUPERVISOR,CONSTRUCTION,CAKPENTER,Cilzr 843 SUPERINTENDENT,QUALITY CONTKOL,FIELD,SENIOR 845 SUPERVISOR,CONSTRUCTION,CH1s?,PIPING 10/01/82 CORPORATE bc:ane sTONz &WEBSTER ENGINEERING CORPORATION PERSONNEL INFORMATION MANAGZMENT SYSTIM PERSONNEL CLASSIFICATION SYSTEM (PS-GTM071) PAGE POSITION CLASSIFICATION E CODE TITLE Ala AGENT,PURCHASING,SENIOK A59 ADMINISTRATOR,SECURITY,SENIOR BO8 MANAGER,OPERATION CENTER,ASSISTANT TO 5 COORDINATOR,ENGINEERING,COST,SZNIOR 337 ANALYST,CONSTRUCTION SYSTEMS IT 3x82 ADMINISTRATOR,CONTRACT II D33 MANAGER,DESIGN,ASSISTANT TO DY3 SCIENTIST,SENIOR,(TITLED) £04 ENGINEER,COST,CONSTROCTION,CHIEF £09 ENGINEER,CONSTRUCTION,CHIZFP E49 ENGINEZR,PLANNING,CONSTRUCTION,Culzr,ASSISTANT £57 ENGINEER,PLANNING,CONSTRUCTION,CHIZErP MOS MANAGER,AREA-SAFETY,PIELD MSO MANAGEK,MATERIALS N55 SPECIALIST,CONTRACTS N73 ENGINEER,MANAGEMENT SYSTEMS,SENLUR N75 MANAGEK,PROJECT SAPETY Pig PRYSICIST,RADIOLOGICAL dEALTH,SENIOR Peg MANAGER,CONTRACTS,PROJECT Pu?MANAGZR,PROJECT LABOR RELATIONS R32 ADMINISTRATOR,CONTRACT,SENIOR R43 SUPERVISOR,CONSTRUCTION SERVICES 67 SPECIALIST,CONSTRUCTION $17 SUPERVISGR,CONSTRUCTION,CARPINTER,SENIOR S19 SUPERVISOR,CONSTRUCTION,ELECTRICAL,SENIOR S26 SUPERVISOR,CONSTRUCTION,INSTRUMENT,SENIOR S28 SUPERVISOR,CONSTHOCTION,IRONWORKER-RIGGER,SENIOK $32 SUPZRVISUR,CONSTRUCTION,MECHANICAL,SZNIOR S42 SUPERVISOR,CONSTRUCTION,PIPING,SENIOR S4&y SUPERVISOR,CONSTRUCTION,STROCTROAL,SENIOR S43 SUPERVISOR,CONSTROCTION,WELDING,SENIOR TO?SUPERVISOR,CONSTRUCTION EQVOUIPMENT,SeNIOR TH3 SUPERINTENDENT,CONSTROCTION SERVICES,ASSISTANT Tay SUPERVISOR,CONSTRUCTION,PAINTING,CHIEP T6?7 SUPERVISOK,TRAINING,SENIOK , w30 MANAGER,RECORDS 021 ACCOUNTANT,PROJECT 040 ARCRITECT 340 DESIGNER,PROJECT 349 DISTRICT MANAGER,QUALITY ASSURANCE,PROCURMNT,AST 351 DISTRICI MANAGZR,QUALITY ASSURANCE,PROCUKEMENY 355 ENGINEER PROJECT DESIGN 379 ENGINEER (TITLED) 395 ENGINEER,COST,SENIOR 405 ENGINEER,PLANNING,SENIOR PERIODIC ACDENDA WILL BE 4 SSUZD TO REFLECT ADOITIONS ra 0 /01fs2 CORPORATE C.oNSTONE &WESSTER ENGINEERING CORPORATION PEKSONNEL INFORMATION MANAGEMENT SYSTEM PERSONNEL CLASSIFICATION SYSTEM (PS-GTM071) PAGE POSITION CLASSIPICATION E CUOE TITLE 309 ENGINEER,DIVISION,CHIE?,ASSISTANT TO 449 'ENGINEER,RESIDENT | 456 ENGINEEK,RESIDENT,ASSISTANT 438 GEOLOGIST,SENIOR511INSPECTOR,CONSTRUCTION,CHIEF . 576 MANAGER,PROJECT ACCOUNTING,ASSISTANT TO 795 SOPERVISOR,CONSTRUCTION,BOILER 846 SUPERVISCR,CONSTRUCTION,CHIEF,STROCTURAL 847 SUPERVISOR,CONSTROCTION,CHIEP,WELDING Bug SUPERVISOR,CONSTRUCTION,CHIEP,LABOR 850 SUPERVISOR,CONSTROCTION,CHIEF,MECBANICAL 899 SUPERVISOR,LABOR RELATIONS,SENIOX $60 ANALYST,SYSTEMS,SENIOR C-2-7 *FERICDIC ADDENDA WILL SE ISSUED TO R=aFLECT ACDITIONS 10/01/82 STONE &WEBSTER ENGINEZRING CORPORATION PAGE 7 CORPORATE PERSONNEL INFORMATION MANAGEMENT SYSTEM FERSONNEL CLASSIFICATION SYSTEM (PS-GTM071) "OSITION CLASSIPICATION F . 'CODE TITLE A115 ADMINISTRATOR,LABOR RELATIONS,SENIOK A58 ADMINISTRATOR,SECURITY 281 ASSOCIATE,ENGINEERING,SENIOR Dot DESIGNER,SENIOR,LEAD DO2 DESIGNER,GRAPHIC,SENIOR,LEAD 053 DESIGNER,CONSTRUCTION,SENIOR D92 SCIENTIST,(TITLED) E05 ENGINEER,COST,CONSTRUCTION,CHIEF,ASSISTANT £12 ENGINEER,CONSTRUCTION,SENIOR E75 ENGINEER,ESTIMATING E76 ENGINEER,ESTIMATING,SENIOR E94 ENGINEER,COST,CONSTROCTION,SENIOR K51 ADMINISTRATOR,SENIOR (TITLED) K60 ANALYST,SENIOR (TITLED) £51 SPECIALIST,TRAFFIC,SR Nw4 MANAGER OFFICE ADMINISTRATION NzS MANAGER,PROJECT PERSONNEL 'N35 MAN.GER,SENIOR ENGINEERING,ASSISTANT TO N60 MANAGER,DEPARTMENT,ASSISTANT TO N72 ENGINEER,MANAGEMENT SYSTEMS Nos MANAGER,DIVISION,ASSISTANT TO N88 ENGINSER,CONSTRUCTION ESTIMATING,SENIOR P17 PHYSICIST,RADIOLOGICAL HEALTH P19 MANAGER,PROJECT SECURITY P99 PLANNER,CHIEP ROO ADVISOR,REGULATORY K18 SPECIALIST,TECHNICAL SUPPORT,SENIOR R36 SUPERVISOR,INSPECTION QUaLILTyY CONTROL ko3 SPECIALIST,PURCHASING,SENIOR R92 SOPERVISOR,SAFETY,CHIEF ky3 SOPEXVISOR,SAFETY,SENIOR K96 SUPERVISOR,ASSISTANT S20 SUPERVISOR,CONSTRUCTION,IRONWORKER-RIGGER $30 SUPERViSOR,CONSTKUCTION,LABOR,SENIOR S56 SUPERVISOR,CONSTRUCTION,EQUIPMENT S64 SUPERVISOk,OFFICS,SENIOR T33 SUPERVISOR,SECURITY,SENIOR TS6 SUPERVISOR,INSPECTION,QUALITY CONTROL,CHI«F T65 SOPERVISOR,TRAINING T37 ENGINEER,CONSTRUCTION,ESTIMATING,CHIEF,ASST w31 SUPERVISOR,RECORDS O22 ACCOUNTANT,PROJECT,ASSISTANT 253 DESIGNER,TEMPORARY,SENIOR 320 COCRDINATOR,ENGINEERING,COST 336 DESIGNER,SENIOR *PERIUDIC ADDENDA WILL BL ISSUED TO REFLECT ACDITIONS eee 10/01/82 CORPORATE C STONE &WEBSTER ENGINEERING CURKPORATION PEKSONNEL INFORMATION MANAGEMENT SYSTEM PERSONNEL CLASSIFICATION SYSTEM (PS-GTMO7'1) PAG! POSITION CLASSIPICATION P CODE TITLE 356 ENGINEER-DESIGN 381 ZNGINEER 3388 ENGINEER,CONSTRUCTION396ENGINEER,COST 403 ENGINEER,PLANNING,CONSTRUCTION,SENIOR 415 ENGINEER,FIELD,CHIEF 433 ENGINEER,OFFICE,CHIEF 442 ENGINEER,PLANNING 448 ENGINEER,QUALITY CONTROL,SENIOR 457 ENGINEER,COMPUTER APPLICATIONS,SENIOR 437 GEOLOGIST 497 DESIGNER,TEMPORARY,FIELD,SENIOR 615 MANAGER,CONSTRUCTION SERVICES,ASSISTANT TO b67 SUPERVISOR,MATERIAL CONTROL,SENIOR 753 ANALYST,PROGRAMMER,SENIOR Joi AGENT,PURCHASING Foy COORDINATOR,PURCHASING 786 SUPERVISOR,CONSTROCTION,PIPING 787 SUPERVISOR,CONSTRUCTION,STRUCTURAL 733 SUPERVISOR,CONSTRUCTION,WELUING 783 SUPERVISOR,CONSTROCTION,INsSTROMENT 791 SUPERVISOR,CONSTRUCTION,REINFORCEMENT 792 SUPERVISOR,CONSTRUCTION,LABOR 793 SUPERVISOk,CONSTRUCTION,MECHANICAL 794 SUPERVISOR,CONSTRUCTION,PAINTING 796 SUPERVISOR,CONSTRUCTION,CARPENTERS 737 SUPERVISOR,CONSTRUCTION,ELECTRICAL 916 SUPERVISOR 983 TIMEXEEPER,CHIEF (.( 10/01/82 STONE &WEBSTER ENGINEERING CORPORATION PAGE CORPORATE PERSUNNEL INFORMATION MANAGEMENT SYSTEM PERSONNEL CLASSIFICATION SYSTEM (PS<-GTI40071) POSITION CLASSIFICATION G CODE TITLE B36 ANALYST,CONSTKOCTION SYSTEMS I 850 AUDITOR,RESIDENT ws B3t ADMINISTRATOR,CONTRACT I DO3 DESIGNER,GRAPHIC,SENIOR DOoYy DESIGNER,FIELD,SENIOR D10 DESIGNER,FIELD D4a2 GEOLOGIST,ASSOCIATE DS2 DESIGNER,CONSTROCTION D917 SCIENTIST,ASSCCIATE D383 ENGINEER,SAFETY,SENIOR B91 EXPEDITER,PROJECT,SENIOR E93 ENGINEER,COST,CONSTRUCTION E993 EXFEDITER,SPECIALIST K52 ADMINISTRATOR (TITLED) Kot ANALYST (TITLED) M90 SUPERVISOR,MATERIAL CONTROL MyS MODEL MAKER,SENIOR N26 SUPERVISOR,PROJECT PERSONNEL P97 COORDINATOR,INSPZCTION,SENIOR R17 SPECIALIST,TECHNICAL SUPPORT R50 SPECIALIST,CONSTROCTION II RSz SPECIALIST,CONSTRUCTION IIT Rol SPECIALIST,PORCHASING S23 SUPERVISOR,CONSTROCTION,ELECTRICAL,ASSISTANT S43 SUPERVISOR,CONSTROCTION,PIPING,ASSISTANT Sua SUPERVISOR,SECURITY Tuo TIMEKESSER,CHIEP,ASSISTANT Ts SPECIALIST,TRAINING [If T39 SPECIALIST,ASSOCIATE TECHNICAL SUPPORT Wed EDITUK/WRITER,SENIOR (TITLED) 006 ACCOUNTANT,SENIOR 014 ADMINISTRATOR,CONTRACT 054 BUYZR,SENIOR |: 259 DESIGNER,TEMPORARY,FIELD 296 COORDINATOR,TRAINING 338 DESIGNER 339 ARCHITECT,DESIGN 373 ENGINEER,PLANNING,CONSTRUCTION 384 ASSOCIATE,ENGINEZRING 390 ENGINEER,COMPUTER APPLICATIONS 419 ENGINZER,FIELD,SENIOR 447 ENGINEER,QUALITY CONTROL 463 ENGINEER,PLANNING,FIELD,SENIOR 480 ENGINZER,OPFICS,SENIOR 508 REPRESENTATIVE,GOALITY ASSUKANCE,PHOCUREMENT,SR ®PEXLODIC ADDENDA WILL BE ISSU#D TO R2FLeCT ACDITIONS 10/01/82 STONE &WEESTER ENGINEERING CUkPORATION PAGE 10 CORPORATE ©PERSONNEL INFORMATION MANAGEMENT SYSTEM PERSONNEL CLASSIFICATION SYSTEM (PS-GTMO71) PUSITION CLASSIPICATION G CODE TITLE 514 INSPECTOR,QUALITY CONTROL,SENIOR 516 REPRESENTATIVE,QUALITY ASSURANCE,FROCUXEMENT S45 INSPECTOR,CONSTRUCTION,SENIOR 671 CONTROLLER,MATERIAL,SENIOR 676 SUPERVISOR,EXPEDITING,FIELD 755 PROGRAMMER,SYSTEMS 763 AGENT,PURCHASING,ASSISTANT 827 SUPERVISOR,OFFICE 898 SUPERVISOR,LABOR RELATIONS 932 SUPERVISOR,SAFETY 959 ANALYST,SYSTEMS *PERICDIC ADDENDA WILL 22 ISSUZD TO REFLECT aADDITICNS C,( By 10/01/32 STONE &WEBSTER ENGINEERING CORPORATION PAGZ 11 CORPORATS PERSONNEL INFORMATION MANAGZMENT SYSTEM PERSONNEL CLASSIFICATION SYSTZM (PS-GTM071) POSITION CLASSI?ICATION B CODE ,TITLE A02 ADMINISTRATOR,CONTRACT,ASSISTANT Ais ADMINISTRATOR,LABOR RELATIONS,ASSOCIATSA173ADMINISTRATOR,SAFETY,ASSOCIATES A25 ADMINISTRATOR,RECORDS A33 ANALYST AS6 -ILLUSTRATOR,ARTIST,SENIOR Au6 ASSISTANT,LICENSING,SENIORA930ATTENDANT,MEDICAL AS9 ASSISTANT,LICENSING Bu2 ADMINISTRATOR,RECORDS,SENIOR DOs DESIGNER,GRAPHIC DOS DRAFTER,SENIOR D43 GEOLOGIST (CD),ASSOCIATES p51 DESIGNER,CONSTRUCTION,ASSOCIATE De5 DESIGNER,(LIMITED) pos ENGINEER,SAFETY E02 ENGINEER,COST,PIELD E03 ENGINEER,COST,FIELD,SENIOR E90 EXPEDITER,PROJECT £98 EXPEDITER,SENIOR F16 COORDINATOR,SYSTEMS B F25 AIDE,TECSNICAL,SENIOR P40 AIDE,ENGINZFRING,SENIOR FS5 SPECIALIST,PXOJECT RECORDS A F60 SPECIALIST,QUALITY ASSURANCE LS2 SPECIALIST,TRAPFIC NOS MODEL MAKER,TEMPORARY -N06 MODEL MAKZR,T2MPORARY,SENIOR N17 ENGINEER,ESTIMATING,PIELD N27 SUPERVISOR,PROJECT PERSONNEL,ASSISTANT N90 NURSE,INDUSTRIAL,RN P24 PHYSICIST,HEALTH. P27 PROGRAMMER (CD) 257 SUPERVISOR,CONSTRUCTION,EQUIPMENT,ASSISTANT R5?SPECIALIST,CONSTRUCTION I R69 SPECIALIST,PURCHASING,ASSISTANT R87 SUPERVISOR,DATA PROCESSING $27 SUPERVISOR,CONSTRUCTION,INSTROMENT,ASSISTANT $31 SUPERVISOR,CONSTRUCTION,LABUR,ASSISTANT $33 SUPERVISOR,CONSTRUCTION,MECHANICAL,ASSISTANT S38 SUPERVISOR,CONSTRUCTION,PAINTING,ASSISTANT S85 SUPERVISOR,CONSTRUCTION,STRUCTURAL,ASSISTANT $49 SUPERVISUR,CONSTRUCTION,WELDING,ASSISTANT S52 SUPERVISOR,DATA,QUALITY S62 SUPERVISOR,OFFICE,ASSISTANT *PERICDIC ADDENDA WILL Si ISSUED TO REFLICT ACOLDIONS 10/01/82 |STONE &WEBSTER ENGINEERING CORPORATION PAGE 12- CGRPCRATE PERSONNEL INFORMATION MANAGEMENT SYST2ZM PERSONNEL CLASSIPICATION SYSTEM (PS-GTM071) POSITION CLASSIFICATION 8 CODE TITLE S99 SECRETARY,SENIOR TS3 SPECIALIST,TRAINING 1 Tb2 SPECIALIST,TRAINING,SENIOR 173 COORDINATOR,DATA COMMUNICATIONS,SENIOR T77 ENGINEER,FIELD,ESTIMATING,SENIOR re4 ANALYST,FIELD,ESTIMATING Wo}EDITOR/WRITER (TITLED) W62 EDITOR/WRITER,ASSOCIATE (TITLED) Wo3 EDITOR/WRITER,ASSISTANT ¥31 SPECIALIST,WORD PKOCESSING,SENIOK Y6d AIDE,DIVISION,SENIOR Y94 SPECIALIST,DATA ENTRY,SENIOR 005 ACCOUNTANT 003 AIDE,ENGINEERING C O16 ASSISTANT,ADMINISTRATIVE,SsNIOA 036 ADMINISTRATIVE ASSISTANT 047 ARTIST,GRAPHIC _ 051 BUYER 065 ANALYST,COST,PIELD,SENIOR 093 ASSISTANT,ADMINISTRATIVE,DIVISION 228 EXPEDITEk,FIELD II 254 DESIGNER,TEMPORARY 255 DRAFTER,TEMPORARY,SENIOR 2o1 DRAFTER,TEMPORARY,FIZLL 333 ENGINEER (CD) 421 ENGINEER,FIELD 439 ENGINEER,OFFICE 440 ENGINEER,PLANNING,FIELDpyresENGINEER,QUALITY CONTROL,ASSISTANT 505 ILLUSTRATOR,ENGINEERING,SENIOR 512 INSPECTOR,CONSTRUCTION 513 INSPECTOR,QUALITY CONTROL II 519 INSPECTOR,SAFSTY,SENIOR 675 EXPEDITER,PIELD,SENIOR 04d MODEL MAKER 703 OPERATOR,COMPUTER,SENIOR 739 PARTY CHIEF 754 ANALYST,PROGRAMMER 756 PROGRAMMER 823 ASSISTANT,STAFP gut SUPERVISOR,LABOR RELATIONS,ASSISTANT 905 TECHNICIAN,LABORATORY 976 TIMEKZ=PYR,SZNIOR 2 DHRIGDIC ADDENDA WILL se ISSUED TO SEPLECT ADDITIONS (.|GC. 10/0 1/82 STONE &WEBSTER ENGINEZRING CORPORATION PAGE 13 CORPORATE PERSONNEL INFORMATION MANAGEMENT SYSTEM PERSONNEL CLASSIFICATION SYSTEM (PS-GIM071) POSITION CLASSIFICATION I CUBE TITLE. A24 ADMINISTRATOR,RECORDS,ASSISTANT AS5 ILLUSTRATOR,ARTIST A57 ILLUSTRATOR,ARTIST,JUNIORA738ANALYST,ASSISTANT B01 AIDE,ADMINISTRATIVE,SENIOR BOS SPECIALIST,LABOR RELATIONS 360 COORDINATOR,QUALITY DATA DOS DRAFTERD143DRAPTER,PIELD,SENIOR D12 DRAFTER,PIZLD D19 ANALYST,DOCUMENTATION INDEX D25 SCHNICIAN,ENGINEERING MODEL Do3 DRAPTER,(LIMITED) Des DRAFTER,SENIOK (LIMITED) D70 COOP,DRAFTER Dy0 Coup,DRAFTER,SENIOR DY4 SCIENTIST (CD),ASSOCIATE £10 ENGINEER,OFPICS,ASSISTANT B11 ENGINEER,FIELD,ASSISTANT E81 ENGINEER,FIELD COST,ASSISTANT P02 OPERATOR,COMPUTER B F03 OPERATOR,COMPUTER C , FO9 TECHNICIAN,COMPUTER GRAPHICS B F10 TECHNICIAN,COMPUTER GRAPHICS C P15 COORDINATOA,SYSTEMS A P20 ASSISTANT,ACCOUNTING A F21 ASSISTANT,ACCOUNTING B P29 TECHNICIAN,LIBRARY B F30 ASSISTANT,LISRARY A P35 TECHNICIAN,RECORDS MANAGEMENT A P36 TECHNICIAN,KECORDS MANAGEMENT B F37 TECHNICIAN,RECORDS MANAGEMENT C Puy PROOPREADER B P43 ASSISTANT,EDITORIAL A Fug ASSISTANT,EDITORIAL 3 FS1 SPECIALIST,PROJECT SYSTEMS A Ko5 ANALYST (CD) Nay GUARD,SARGZNT N91 NURSE,INDUSTRIAL,LON p20 OFFICER,SITE,CIVIL RIGHTS P28 ENGINEER,PLANNING,FIELD,ASSISTANT P63 INSPECTOR,SAFETY II P64 PROGRAMMER,ASSOCIAT: R70 SPECIALIST,PERSONNEL T78 AIDE,TECHNICAL 10/01/82 Co C. STONE &WEBSTER ENGINEERING CORPORATION PAGE 14 CORPORATE PEKSONNEL INFORMATION MANAGEMENT SYSTEM PERSONNEL CLASSIFICATION SYSTEM (PS-GTM071) POSITION CLASSIPICATION bd CODE TITLE T79 "AIDE,TECHNICAL C 792 TIMEKEEPER Y28 OPERATOR,WORD PROCESSING B Y29 SPECIALIST,WORD PROCESSING A Y30 SPECIALIST,WORD PROCESSING 8 Y40 SECRETARY A Yui SECRETARY 5 Y51 AIDE,DOCUMENT CONTROL 8 Y52 SPECIALIST,DOCUMENT CONTROL A Y61 COORDINATOR,TRAVEL 5 Yo COORDINATOR,TRAVEL C Y66 AIDE,DIVISION 8B Y67 AIDE,DIVISION C X72 COORDINATOR,DATA COMMUNICATIONS A X73 COORDINATOR,DATA COMMUNICATIONS B x75 AIDE,ADMINISTRATIVE C Y76 SPECIALIST,AOMINISTRATIVE 77 SPECIALIST,ADMINISTRATIVE,SENIOR Y92 OPERATOR,DATA ENTRY C 004 AIDE,ADMINISTRATIVE 3B 007 AIDZ,ZNGINEERING A 008 AIDE,ENGINEERING B 027 AIDE,ADMINISTRATIVE 939 STUDENT,COOPERATIVE. 083 ANALYST,COST,FIELD 130 COORDINATOR,DOCUMENTATION 145 COORDINATOR,DOCUMENTATICN,SENIOR 155 COORDINATOR,OATA ENTRY 156 COORDINATOR,DATA ENTRY,SENIOR 229 CONTROLLER,MATERIAL 1IZ 260 DRAPTER,TEMPORARY,FIELD,SENIOR 282 CONSTRUCTION ASSISTANT,PIPING,SENIOR 287 CONSTRUCTION ASSISTANT,STRUCTURAL,SENIOR 288 CONSTRUCTION ASSISTANT,WELDING,SENIOR23849CONSTRUCTIONASSISTANT,MECHANICAL,SENIOR ud 2XPEDITER 504 ILLUSTRATOR,ENGINEERING 515 INSPECTOR,QUALITY CONTOL I S18 INSPECTOR,SAFsTY §56 CONTRULLER,MATERIAL II5638OPERATOR,INSTRUMENT,SURVEY,II 6382 EXP£OITER,FIELD I 706 OFPTICER,SECURITY 962 TYPIST,SENIUR ®PERIODIC ACSENDA WiLL SE ISSUED TO R22FLzECT ALCDITICNS "10/01/82 STONE 6 WEBSTER ENGINEERING CORPORATION CORPORATE PERSONNEL INFORMATION MANAGEMENT SYSTEM PERSONNEL CLASSIFICATION SYSTEM (PS GTM071) PAGE 15 POSITION CLASSIFICATION J CODEz TITLE AS2 APPRENTICE,FIELD AS4 APPRENTICZ,ARTIST BO2 AIDE,OFFICE 1 503 AIDE,OPFICZ 11 B74 BUYER,BKSSISTANT DO7 DRAFTER,JUNIOR Day CLERK,DATA Ded COOP,DRAFTER,JUNIOR D62 DRAFTER,JUNIOR (LIMITED)D980 COOP,APPRENTICE PO OPERATOR,COMPUTER A FO8 TECSNICIAN,COMPUTER GRAPHICS A £28 TECHNICIAN,LIBRARY A P43 PROOFPREADER A M94 MODEL MAKER,APPRENTICE©N34 OPERATOR,DATA ENTRY NYS OPERATOR,DATA ENTRY,SENIOR N98 OPERATOR,TELEPHONE,SENIOR P62 INSPECTOR,SAFETY I P79 ASSISTANT,PURCHASING P39 SPECIALIST,SZCORITY RYO REVIEWER,DATA,QUALITY Ts6 EXPEDITER,FIELD,ASSISTANT x02 AIDE,OFFICE A YO2 AIDE,OFFICE B Y03 AIDE,OFFICE,SENIOR Y06 TYPIST A YO?TYPIST 8 Y10 OPERATOR,TELEPHONE A Y27 OPERATOR,WORD PROCESSING A Y4s WRITER,ORDER A Ysa AIDE,DOCUMENT CONTROL A Y60 COORDINATOR,TRAVEL A Y65 AIDE,DIVISION A Ys0 OPERATOR,PLOTTER A Ysi -OPERATOR,PLOTTER B ysu OPERATOR,REYPUNCS A Yes OPERATUR,KEYPUNCH 3 Y#6 OP&RATOR,REYPUNCH C X90 OPERATOR,DATA ENTRY A 91 OPERATOR,DATA ENTRY 2 003 AIDE,ADMINISTRATIVE A 011 AIDS,TECHNICAL A 033 ASSISTANT,ACCOONTING,SENIOR 058:OPERATOR ROD I *PERIODIC ADDENDA WILL BE ISSULD TUREZLECT ACOITICNS 10/01/82 STONE &WEBSTER ENGINEFRING CORPORATION PAGE 16 CORPORATE PERSONNEL INFORMATION MANAGEMENT SYSTEM PERSONNEL CLASSIPICATION SYSTEM (PS-GTM071) POSITION CLASSIFICATION J CODE TITLE O84 ANALYST,COST,FIELD,ASSISTANT 097 CLERK,ACCOUNTING 048 CLERK,ACCOUNTING II 113 CLERK,DATA,QUALITY,SENIOR 136 :,DATA QUALITY 159 CLERK,ENGINEERING,SZNIOR 152 CLERK,ENGINEERING 202 CLERK,MAIL 204 CLERK,MAIL,SENIOR 235 OPERATOR,MACHINE,REPRODUCTION,JUNIOR 233 OPERATOR/PROGRAMMER,COMPUTER 234 ASSISTANT,COST 249 CLERK,RECORD,SENIOR {A) 250 CLERK,RECORD 230 CONSTRUCTION ASSISTANT,MECHANICAL 281 CONSTRUCTION ASSISTANT,MECHANICAL,JUNIOR 283 CONSTRUCTION ASSISTANT,PIPING 285 CONSTRUCTION ASSISTANT,ELECTRICAL,SENIOR 286 CONSTRUCTION ASSISTANT,ELECTRICAL,JUNIOR 230 CONSTRUCTION ASSISTANT,WELDING,JUNIOR 291 CONSTRUCTION ASSISTANT,PIPING,JUNIOR 301 CLERK-TYPIST 302 'CLLRK-TYPIST,SENIOR 304 CLERK-TYPIST,JUNIOR 305 CONSTRUCTION ASSISTANT,ELECTRICAL 306 CONSTRUCTION ASSISTANT,STKUCTURAL 307 CONSTRUCTION ASSISTANT,STRUCTURAL,JUNIOR 308 CONSTRUCTION ASSISTANT,WELDING 330 COORDINATOR,CONTROL,PRODUCTION 484 ATTENDANT,FIRST AID 668 CONTROLLER,MATERIAL I 724 OPERATOR,CAMERA 731 OPERATOR,TELEPHONE 745 ASSISTANT,PLANNING 760 OPERATOR,MACHINE,REPRODUCTION,SENIOR 762 'OPERATOR,MACHINE,REPRODUCTION 777 RECEPTIONIST 306 OPERATOR ROD IZ §30 GUARD,SECURITY 962 TECHNICIAN,QUALITY CONTROL 964 SCHNICIAN,QUALITY CONTROL,ASSISTANT 967 TRACER OR APPRENTICE 368 TIME CHECKER 975 CLERK,TIME 1 986 OPERATOR,INSTRUMENT,SURVZY,I a SNDA WILL 32 ISSUEDTO RaePLECT ADDITIONS &.¢3 10/0 1/82 STONE &WEBSTSR ENGINEERING CURPORATION PAGE 17 CURPCRATE PERSONNEL INFORMATION MANAGEMENT SYSTEM PERSONNEL CLASSIFICATION SYSTEM (PS-GTMO71) POSITION CLASSIFICATION J CODE TITLE 987 CLERK,TIME II *PeRTOOIC ALCENDA WILL BSE ISSUED TO REPLECT ADDITIONS January 3,1983 ATTACHMENT NO.C-3 STONE &WEBSTER ENGINEERING CORPORATION BILLING RATES FOR COMPUTER GRAPHICS,CADEPS AND MICRO COMPUTER Effective January 1,1983,the above noted cost centers will utilize the following rate structure for services performed.These rates are subject to revision. Computer Graphics All Inclusive *$30.00 per hour Cadeos Connect Time 30.00 per hour Data Terminal (VT100)Service 10.00 per hour Disk Storage -006 per block average per month Plotted Output 75 per page Micro Computer All Inclusive 6.00 per hour *Rate established on September 1,1980. October 25,1982 STONE &WEBSTER ENGINEERING CORPORATION COMPUTER CHARGES The following rates for Engineering Computing Center will be charged effective October 25,1982.These rates are subject to revision. Rates KEYPUNCHING AND VERIFYING -(KEY)$8.50/hour IN-HOUSE COMPUTER 370/3033 -(3665)See Attachment Al CALCOMP PLOTTER =-(CLMP)$65.00/hour TIME SHARING -(CSS)Charged at cost In-house Terminal Connect Time $15.00/hour DATA TERMINAL SERVICE:(TEXT)- Text Connect Time ) $2.00/hour Text Storage Charges -$.004/PSR/night Output Units (Text Line Charge),$.002/unit a.Printed Output b.Punched Output ce.Archiving Out and In DATA INPUT SERVICE:(INPT) Input Connect Time Charge $2.00/hour Input Storage Charges §.004/PSR/night Input Line Charge $.002/line Attachment (Al) August 13,1982 STONE &WEBSTER ENGINEERING CORPORATION REPROGRAPHICS RATE SCHEDULE The following rates for Reprographics and Related Services will be chargedeffectiveSeptember20,1982.These rates are subject to revision. Rates DIAZO SECTION Diazo Prints $.07 per sq.fr. Diazo Folding -15 each print Diazo Collating .0o3 "" Sepia -20 per sq.ft. Sepia Mylar 70 Ui e " PHOTOGRAPHIC SECTION Mylar Washoff 4.50 per sq.£t. Process Prints -3.00 """ Autopositives 2.00 ""™"* Camera Film 3.50 """ Contact Photographs 1.00 """ Negative Photographic Film 1.75 "™* Photographic Enlargements 2.00 """™ Microfilm Enlargements -Paper 2.00 "™* Microfilm Enlargements -Mylar 4.00 """™ Contact Negatives 3.00 """ 35 WM Slides 4.00 each Overhead Visual Mounting 75060" Passport/Visa Photographs 5.00 per set of 2 Photographer 45.00 per hr. DUPLICATING SECTION Duplicating Sulphite Bond -8 1/2"x 11" 1-50 copies per original -C6 each Sulphite Bond -8 1/2"x 11" each additional 50 copies or fraction thereof per original 70 " 3033 Job Rates Cards Read (SYSIN Cards) Cards Punched (Cards Punched) Data sets temporary (Public Disk Data sets each use) Data sets permanent (Private Disk Data sets each use) Disk Data set storage per Track/week Tape "mounts"™(Tape Data Sets) Job Failure Minicnum step (Minimum Charges) Minimum step non-prime (Minimum Shift Charges) Priority Charge Printing one part (1 Part SYSOUT Lines) Printing four part (4 Part SYSOUT Lines) Calculated core rate Tape Storage TSO Connect Tine Extended runs Tape excps Other escps Non-prime discount (Shift discount) CICS cpu units CICS Connect Time $.003 each $.005 each $.07 each $.25 each $.08 each $.80 each $.75 each $.75 (I£executed) $.45 (If executed) $2,500/hr.(plus calcu- lated rate $3,000/hour) $.001/line $.003/line $3,000/hour $.35 each/week $15.00/hour Normal calculated rate ($3,000/hour) -003 seconds (added to CPU time) .003 seconds (added to CPU time) 40%of total time units unless min.step $3,000/hour $1.50/hour Item changed since the previous rate schedule is indicated by an "*". Rates DUPLICATING SECTION (CONT'D) Duplicating (Cont'd) Sulphite Bond -11"x 17" 1-50 copies per original §.14 each Sulphite Bond =11"x 17" each additional 50 copies or fraction thereof per original 1.50 60 lb.Bond -8 1/2"x 11" 1-50 copies per original .08 each 60 lb.Bond =8 1/2"x 11" each additional 50 copies or fraction thereof per original 80 60 lb.Bond -11"x 17" 1-50 copies per original 18 each 60 1b.Bond -11"x 17" each additional 50 copies or fraction thereof per - original 1.70 Strathmore Bond -8 1/2"x 11" 1-50 copies per original 12 each Strathmore Bond -8 1/2"x 11" each additional 50 copies or fraction thereof per original 1.40 Xerox Color Prints -90 each Xerox Films or Labels 45 " 2080 Bond Copies (Formerly 1860).75 per sq.ft. 2080 Vellum Copies (Formerly 1860):1.00 """ PLANOGRAPH Sulphite Bond -8 1/2"x 11" plate plus 100 copies or fraction thereof 11.50 Sulphite Bond -8 1/2"x 11" each additional 100 copies or fraction thereof 2.50 Vellum -8 1/2"x 11"plate plus 100 copies or fraction thereof , 20.C0 Vellum -8 1/2"x 11"each adéitional 100 copies or fraction thereci 9.29 PLANOGRAPH (CONT'D) Sulphite Bond -11"x 17"plate plus 100 copies or fraction thereof Sulphite Bond -11"x 17"each additional 100 copies or frac- tion thereof Vellum -11"x 17"plate plus 100 copies or fraction thereof Vellum -11"x 17"each additional 100 copies or fraction thereof Sulphite Bond -11"x 23"plate plus 100 copies or fraction thereof Sulphite Bond -11"x 23"each additional 100 copies or frac- tion thereof Vellum -11"x 23"plate plus 100 copies or fraction thereof Vellum -11"x 23"each addi- tional 100 copies or fraction thereof COLOR PRINTING 8 1/2"x 11"-Each color plate plus 100 copies or fraction thereof 8 1/2"x 11"=Each color each additional 100 copies or frac- tion thereof 11"x 17"-Each color plate plus 100 copies or fraction thereof 11"x 17"-Each color each additional 100 copies or fraction thereof 11"x 23"-Each color plate plus 100 copies or fraction thereof 11"x 23"=Each color each additional 100 copies or fraction thereof "INDEX TAB SHEETS 100 copies or fraction therect Rates $20.00 5.00 40.00 18.00 32.00 6.00 55.00 20.00 25.00 6.00 35.00 8.00 45.00 10.00 6.00 -4- Rates DECALS Plate plus 100 copies or fraction thereof _$20.00 MYLAR 8 1/2"x 11"=100 copies or fraction thereof 30.00 11"x 17"-100 copies or ; fraction thereof ,60.00 11"x 23"=100 copies or fraction thereof 75.00 BINDERY Collating -per 50 sheets or fraction thereof ' -30 Punching -per 50 sheets or fraction thereof -30 Offset Folding -per 50 sheets - or fraction thereof .30 Stapling per set -05 Inserting and Booking per page or book 235 19 Hole Binding per book 1.50 Acco Cover Books per book 1.50 Plastic Packaging per package -30 Hand Bindery Work per hour.15.00 MICROFILM SECTION 35 MM Microfilm Aperture Cards,35 ™-80 each Roll Fila -25 per frame Duplicate Silver Aperture Cards -70 each Duplicate Aperture.Cards -20 =" 35 MM Microprints 50 " Microprints on Vellum 1.00 -5- Rates MICROFILM SECTION (CONT'D) 16 *™Microfilm Film Processing per roll $1.50 Roll Film 40.00 each 16 MM Cartridges 42.50 " Cartridges only 3.00 Splicing 5.00 Cartridge loading 1.00 Duplicate Silver Fil=z per 100 feet or fraction thereof 12.50 Microfiche Original Fiche 8.50 each Duplicate Silver Fiche 35 " Duplicate Fiche 25 " Reader Printer Copies 40 " COM Fiche 2.75 " EMBOSSED PLASTIC PLATES Printed:-1.00 each set of 4 Blanks .40 ly "we Uh wy ALASKA POWER AUTHORITY ATTACHMENT NO.C-4 TO PROJECT SERVICES AGREEMENT BILLING INSTRUCTIONS The monthly billing will be based on actual disbursements (cash basis)and will provide total support and adequate audit trails. This means that the system should summarize financial transactions and will provide a means of tracing the detailed components.Special provisions are indicated at #3.b and #3.c. Internal Control: The Contractor's bill shall be prepared by their accounting depart- ment and shall be approved by the Project Manager. The monthly bill will be verified by the Project Manager and Project Accountant and approved for payment by the Power Authority Director of Finance and/or the Executive Director. 7 Form of Billing:47 , i V43.a The Contractor will proyide the Power Authority with a compre- hensive billing within/15)days of the end of the monthly accounting cycle or calerdar month,whichever applies. 3.b The Contractor will reflect on the monthly billing the current month's actual expenditures in the same format of the Cost Estimate which is part of the contract.The various activ- ities by task will be summarized under main titles and will constitute the total monthly bill for the project. 3.c."Progress billing"will be accepted for amounts totaling$100,000 and over inclusive or (estimated payroll,fringe benefits,overhead costs),and other incurred actual expendi- tures.The Power Authority will recognize payment of 60%of estimated payroll,fringe benefits and overhead costs and 100% of other supported actual expenditures.Fees shall not beincluded. "Progress billing"will also be accepted for purchase ofequipmentorotherlargeexpenditurestotaling$100,000 and over. 3.d.The monthly billing for each calendar month will reflect thetotalamountsofexpensesincurredandany"Progress Billing" will be indicated after the "Total"as adjusting entries to reduce the amount due. Revised 3/83 Nea mn ? 3.e The Power Authority's objective in recognizing "Progress Billing" is to streamline the Contractor's cash flow so that the Contrac- tor may expedite its own commitments to the subcontractors and vendors.The Power Authority requires that the Contractor will allow payments on account to the subcontractors included in the special and/or progress billing in amounts proportionate to the pitting and the payment received by the Contractor for the givening.; Other Direct Costs -Expenses: 4.a Shall be billed as identified per Cost Estimate and/or Cost Estimate revisions.Any meaningful deviation from Cost Estimate and/or approved Revised Cost Estimate must be footnoted.Each expenditure will be supported.by a copy of original paid invoiceorothertraditionallyaccepteddocumentofsupport.° 4.b Any allocation of costs will be supported by detailed allocation schedule. 4.c State and Local Taxes:the Alaska Power Authority is a tax exempt public corporation of the State of Alaska and will upon letterapplicationbytheContractor,provide the Contractor with a SalesTaxandTaxExemptCertificatefortheperiodofContractor's performance under this contract. Subcontractors: The Contractor will provide the Power Authority with copies of contractsforeachsubcontractoratthebeginningoftheprojectorcontractswillbeprovidedaccordingtotheongoingparticipationscheduleofeach subcontractor of the Project. The Contractor will indicate each subcontractor on the monthly billing as a line item and will provide full support for individual transactions leading up to the total billed.The Power Authority expects that the same basic billing prerequisites of the Contractor will apply to thesubcontractorsbillings(cash basis and 100%support). State and Local Taxes:(See 5.2)The Power Authority will issuespecificcertificatesoftaxexemptionforeachsubcontractoraccordingtoneedandonlyformajorpurchases.It will be the responsibility of each subcontractor to notify the prime Contractor and the Power Authority on a timely basis of the need of such document. Form of Billina Documents: 6.a The Alaska Power Authority requires invoices to be submitted with documented cost summaries by Contractor,by subcontractor,to include the following supporting schedules. Revised 3/83 Pace 2 aa ft ay we 1.Payroll: a.Direct labor,excluding overtime b.Fringe benefits c.Qverhead d.Overtime (overtime does not carry fringe benefits andoFoverheadonthepremiumportionoftheovertime)..Fee. 3.Other direct costs: a.One line item for total equipment purchases. b.Detailed back-up for equipment purchases. c.As a separate schedule,one line item for other direct costs. d.Schedule of all other direct costs. 4.Subcontractor cost by Contractor. 5,Sub-untractor Handling Fee 6.Total invoice. 6.b The Contractor will provide the Authority with a current inventory of all purchased equipment as a supplement to the billing document. Form of Payment: The Power Authority will provide payment through the Alaska DepartmentofCommerceandEconomicDevelopment(Juneau Office)by wire transfer to any bank indicated by the Contractor for amounts over $100,000;payments for less than $100,000 will.be made by warrant.Contractorswithoutofstateheadquarterswillsetupasystemthatwillminimize the problem of remitting payments from their main office,aiming to reduce the number of days for mail delivery and clearance of out of State checks for payments to be made within the State of Alaska. Contractor's Responsibilities: The Contractor hereby acknowledges its responsibilities for correctly invoiceing the Authority for costs incurred by it under this Contract, including invoices from subcontractors which Contractor approves for payment.The Contractor must properly document and use due care in the invoicing of costs to the Authority. Revised 3/83 Page 3 ATTACHMENT NO.¢-5 POLICIESFOR INVENTORY COKTROL PROPERTY POLICIES AND PROCEDURES "All property acquired with funds of the Stet Policies exAvSit shall institute a Preserty Accounting Mznval cf#s and Procedures fer Contractcr and a2c *subcontrecter.tickscscure sets forth only minimum recut renents,end innsStstheContractororeachsutcentractsrfromestas-ning jnzernal contes s which exceed these minimum stane Contractor and each subcontractor shall apecint individual(s) identified as a preperty custodian ("Preperty Custodian")wie shall be responsible for maintzinine current and acevrateinventoryrecordsoftheAlaskzPowerAuthority(""PewerAuthority")property under their control.The persons $odesicnatedshallbeidentified,in writing,to the FowerAutherity's Oepartment of Property Ménece ment,shrouch the Power Authority's Property Manacer. General zta of Ans by theContractorerbyanysubcontractoristhepropertyofchePowerAuthority.These policies and procecures shall apply 29alltangibleproperty(i)which is accuired for the'Power Autnority by the Coentracesr or its subesntracts for the -pertormance of services,che cos®ot watch is allowabie uncertheCont:rack,and (ii)which is transferred to the ContractsoritssubcsntrzctsrsfromthePowerAuthority!$contracts:and subcontractsss.fer the duration cf 'the Prejece,che paysical and fiscal coners]cf the inventsry will be the Contractor's and subcentracter's respensizility in eecordance with the requirements of the Contract. canst zctsr is responsicle for the performance of their susec:rectos(s)application of these responsibiiities as require-ments of the Contract. Definition of Contrsiled Frooerty Controiled sreperty shall meapropertycwnedORUNOEXTHECONTRCL CF THE seven AUTHORITY3 record ct such preserty is a mandcatery entry en the master -inventory if any of the foilowing facters ere erpiicas thy Le p a a]°saa af ” :meen tiS Current vziue ts $5cc.Co cr more,rvs ancacr2ge, :aa : ot pe :.reg2rciess of Funcing scurte om means if eccuisttion,anc ae with a useable life af more than one year,with ex- Ceotions of items that,when installed,become an inte. gral part of another unit of property. The $500.00 cut-off does not apply ta sensitive prspertyoritemsofpersonaiissue,furniture,test equiomant,or office machines.These specific items are csnsidarec controlled property recardiess of cost and mst have aPropertyControlNumber("PCN")appiiea and recorded. Sensitive Proserty (Greup A): This classification of preperty inciuces items of unusz2 fature that warrant tight controis,and items that wounotnormally,by virtue of cast,ce cantrolied,tu because of other circumstances mst be. Exampie:firearms,cameras,radios,items subject ¢ extraordinary pilferace,risk,etc.Also,itams 6c personal issue,furniture,test equipment,end office machines.A PCN shall be assigned to all sensitive property items and an faventsry of such items maintained. Consumable Proserty (Group 8): This classification of preperty jinciudes items with an expected life of one year or less,such as szail tools and,other items which are regularly consumed,such that controls weuid ¢reate a burdan in maintaining accurata' inventory reesrds., Example:Hand tools,driils,saws,etc.These itams must be esntrclled with the use of fluorescent orance paint,etehines,or other means that woule easily idenci- fy item(s}as the property of the Power Authority. Smail tcols and consumables area nct assicned a PCN. However,all purchases of small tsals and expendabies will be eporopriately cast coded to a separate SMALL TCOLS ACCOUNT and/or a "Consumable Account".These account balances will be monitored for rezsonabieness. PURPOSE AND OSJECTIVES A. 3.a)To standardize oroperty accounting procedures. To establish 2 program of aood management by ¢groviding ashysic2lcountandevaluationofpersonalpropertyassets. To furnish the Power Authority a current list,as requested, cf any class cf property and location. od ' a 2s visilish an inventory file es a master contrc!. IV. Ge (; To provide information that will eliminate unnecessary pur-€, chases due to lack of information of current inventory.Aiso, this will point toward better utilization of Power Authority-owned property and prevent pyramiding of stock. F.Provide immediate information to the Power Authority for cther emergency needs.. G.Instill in the Contractor and each subcontractsr the impar- tance and necessity of accurate record keeping end proper care of Power Authority-owned property. RCLE CF CONTRACTOR The Contractor will: A.Maintain a current,complete,and accurate inventory in comolfance with the procedures and standards of the Fewer Authority. 8B. Renort to the Power Autherity's Property Manager any chances concerning ¢sntrolled Power Authority-owned property. C.Foliow standardized mathods for marking and identifying Fower Authority-owned preperty.. 0.Maintain a leg of PCN's containing PCN DECAL Number,and cther information:pertinent to the Power Authority in order to maintain an accurate inventory., E.Conform to procedures established for transfer of property. F.Conform to procedures established for resorting sroperty lest, stolen,damaged beyond use without recair,and propers destroyed by accident. G.onfora to procedures for resorting/contirming destruction of property. INVENTORY PROCSDURES An inventory will be presared by Contractor and each subcontractor and drawn frem information supplied by physical inventory resorts from the camp and the Contractor's field office in Anchorace cr anyotherapplicablelocation.The geographic location will be iden- tified by keeping senarate inventary for the "Camp”and the "Field Office -Anchorage",or any other applicable location,f2ch item will be clearly ceserited and,if applicable,serial numSer,medelnumer,ett.,will be added;date of purchase and cost (net invoice gius freicht)will be indicated too.Generz]supplies,small tools,and consumables need net Se listed. A comclece inventory wiil be mace availabie to the rower Authority cn in "as recuired casts",and en a mentniv testis.Contracter enc 4S)C-ee .a each subcontractor will provide a list of acditions and deistions.Contractor and each suscentractor will aopoint a Property Custodianforeachinventorylecation.Each Property Custodian witl te resconsiole for reportin the loss,theft,damace,cr destructionassconasthesituationbecomesknown.[f the incident involves notification of local poiica authority,this Fact should de nectedandacopyofthepolicereporsattached,along with any susportineinformationsuchasmamasandstatementsofwitness(es}. P2CrEnTY CONTROL NUMSERS AND DECALS Contracter and any subcontractor will be assicned a block ov FCK'sandGecais.fzeh decal will be assigned a PCNnumber which ne beissuedinnumericalsequence.When an item becomes the property cr the Pewer Authority,the PCN decal will be'affixed to the item Sy the dasicnated Property Custodian.The controlled items will atthattimeberecordedandresortedtothePowerAuthority.A copyefthepurchaseorderandtheinvoicewithitsassienedPCNisto be sens ts the Preperty Management Oesartment of the Power Auzherity with each original inventory update. A.Maekine of Prooerty All Power Authority property shall be mustered and identified with property contre]decals,etching,or paint,acesrding tosizeorlocationoftheitamconsidered.The numsers and codes used by the Contractor and each subcontractor must be indesendent from Contractor and each subcontractsr inventcry numbers.Markings cf vehicles or large equipment and/or all' structures should be painted or marked ta read: ALASKA POWER AUTHORITY CONTRACTOR NAME INVENTORY NUMBER in determining where to place the FCN Ceczis,ao hard and fase males ara set forth,as much deoends on the item being cen-trolled and the type of marking used.[ft is important to have the Decal where it can be easily seen.The intent is that its location is to be as uniform as possible and nat cbscured or 'sresenting difficuity of accessibility. When it fs not practical to use a PCN Decal or the use of stencil with point,etching needle,staei disk,paints crctherpracticalmethedmustbeusec.Hhen marking is cene SvenvmeansotherthanQecal,the Oeczl,17 crenumoerec,=e se cescroved,tO pravent tne acudle use of any rCN ceing czused sy inaavertent epolication of the decal to ancther item.Cop).Seogerty Reesrds: The Power Authority shail cirect the use of tv the Contractors enc each su ze amovezSieore Vsshow ath 'fl xeg inventory and charged with all subsequent purchases and shali be reduced by all property traded in,condemned,or otherwise Gisposed of,The accuracy of the property.records shall beverifiedperiodicallybyactualinspectionofthesropertyby Contractor and/or the Power Authority.Contractor end ez¢ subcontractor are required to take 2 physical inventory ¢propercies annually and at other times if required by thPowerAuthority.As of June 30,of each vear,2 shysical inventory will be taken by the Contractcr and e2chsubcsntractor,and the resulting fiscal resorts will be mace2availzbletothePowerAuthoritynotTaterthanthefoliowing July 31.Contractor and each subcontractor,with the ésprovai ef the Power Authority,may transfer,seii,or trace insugpiies,materials,and equigment which is surplus,cSsolets,er unused;and the Contractor and each subcontractor shall make preser adjustments in the accounts of the Contractor or subcontractor concerned. "hort<rINVENTORY PROCEDURES In order to establish standards and procedures,Inventory procedureandreferencedcontrolledpropertyinventoryformshavebeen implemented.Whenever an inventory is required,compliance tc this procedure is mandatory as is proper use of the form when anplica-ble. All "items of controlled Pewer_Authority property must be listed. _General supply items need not be listed unless required by specific controls.Examples:a jack hammer,automatic nailing machine,or desk e2iculator would be listed,but not the bits,nails,or pacer cnat Seceme consumed in using the equipment. Becausa rtually every area presents unicue factors to be csn-sidered inaertcmming a physical inventory,the planning of thetaskislefttothediseretionoftheContractorandeachsubcen- tractor. An additicnal form is ta be included listing items cf transferredproperty"rem another csntractsr.fter reviewing the inventoryresortsthedesignatedcustodianwilladdnewitemswhichwillhave PCN's affixed to them,or delete items when transferred or disposed of ser applicable procecures.PCN Gecal or numSers should not be applied to any items without approval by the Contractor or sudcan- tractor Property Custodian. Cneg the designated Property Custodian has compleced an inventeryreport,that resort will be filed as back-up unti'y 2 subsequentrecordissubmittedreflectinganupdateoftheinformationresort-ed.This back-up file will be made available to the preperty audit personnel when and if required in the pervormance cf aucit cuties. The Property Custedian must maintain adcecuata ccocumant2tica to iiity for ail eccuisitic tTicns ¢ SAL INSTRUCTIONS FOR FORMS Zach Contractor and/or Subcontractor will receive a bicck of Cx's and Cecals. As items ere purchased and received,a numbered PCX Dec2ai will De assigned and attached. List all items of Pewer Authcrity contrelled preperty.Aprly PON stickers to all items of more than $500.00 purchase priceritemsofsensitiveproperty. Tvoe@ or print ali entries. fach PCN will be recorded,in numerical order,cn the property acquisition sheet. ch prsperty inventory sheet will shew twenty numerically isted items.Individual lines are to Se usec for each FCN At che end of an accounting period,each item will 5e postetotheledgerinitsprepertycatesery.Examsles of jederentriesareasfollows:cffice equipment,office furniture,service equipment,transportation equipment,heavy ecuipment, anc structures,etc. Leccer entries will reflect tot2zls cf all accountable items. Losses will be deleted from the master inventory 'ist upon:approval of the Power Authority's Property Manager. Sema items can be numbered as 2 unit giving the cuantitmakinguptheunit.An example would be a set of wrenches. Net all indivicual items are listed,but groups consisting oflikeitemswillbeassicnedaPCN.The tct2i numer in ezch greuo will be entared on the proserty acsuisiction sheet. In the "Deseriotion”column,enter information that deseribes item in a common and concise language. if mere ssac2 is recuired for any item,enter 2 check mark in the remarks column,end make notes on the back of the form, Ze sure to indicate the line number you are commenting about, List part or seri2l number when available. Enter the date cf acquisiticn. ater che inventory unit price and total. ch pace is to Se numbered in secuence.if]"rtwra]fva3<.p)?>a<armibetiaéactx_<dn Q.Ge sure your report is dated and signed on each sheet beforesendingittothePowerAuthority, Note:Each Property Custodian must keeo an up-to-date file of the inventory he/she has signed for.. VISL.PROPERTY TRANSFER In case Power Authority property fs to be transferred from cone contractor or subcontractor,the following steps must be taken: A.Nocity the Power Authority of the transfer. 8.Fill out transfer form giving proper identification informa-tion.This is ta inmelude the original assigned Ci, cgescription,serial number,and condition esde. Hote:Once an item has been assicned a PCN,that number willremainwiththeindividualitemthroughtheremaincercfit useful life.At NO time will an item be assigned a new PCN, C.Actual transfer can be made only after Contracter and each subcontractor has sioned and dated the transfer ferm.At this time,the necessary changes will be made'on the property records of the Contractor and each subcontractor. a A r e¢ IX.LOST,STOLEN,DAMAGED,OF DESTROYED PROPERTY A.Contractor and each sub¢ontractsr will implement a methed for processing reports covering lost or stolen,damaged or da- stroyed preperty. 8.Completa background information must be furnished to the Pewer Authority's Property Manager. C.The employee involved in any less must submit a rescr2 tohis/her supervisor relating to the details 2s to when and how the less occurred;name and address cf witnesses to the loss; steos taken to recover;whether State and local police author. ities were called,and the results.The Contractor will then forward this dat2 to the Power Authority Property Manager. D.«If damace results in tatal destructicn,the word destrovedwillbe-entered as the first or last word in description block:the damaced block wil!De checked as "Status cf Proper- ty"entry. E.The Property Custodian will review the resort to ascertain that all necessary information is entered,and that ali necessary supporting cocuments are attached. Camaced sreperty which is no longer usabie or not econcmiczily receirabie may be excessed,or may Se certified es castmcyed 22 tha discretion anc cirection of the Freoserty Custecian A complete record,along with all supporting information for all inventory deletion,must be retained on file and made available upon request for auditing purposes. "oNve.:LOIN,. March 1,1983 ATTACHMENT C-6 PERSONNEL POLICIES AND PROCEDURES BRADLEY LAKE PROJECT OFFICE ANCHORAGE,ALASKA INTRODUCTION Personnel Policies and Procedures contained in this document have been written to provide direction and guidance to Stone &Webster Engineering Corporation personnel hired/assigned the Anchorage,Alaska Bradley Lake Project Office (BLPO).In many cases,the Personnel Policies and Procedures Manual (a/k/a Blue Book)will apply.If so,the section will be duly noted. Policy 1.01 EMPLOYMENT PROCEDURES A.The principali-in-charge will be responsible for the starfing of the Ancnorage,Alaska BLPO,and for communicating all Stone &Webdster policies to assigned employees,including those policies written toward Equal Opportunity and Affirmative Action.The signature approvals required for the Anchorage BLPO hires will remain the same as in all other office locations. in many instances,it may not be feasible for the Personnel Department to personally interview applicants for positions in that office.Telephone interviews will be utilized whenever in-person interviews are not possible. All local nires will be informed that their employment will be specifically for this job and will end at the completion of the joo.Altnough transfer to another Stone &Wedster Engineering Corporation location at the end of tne job is possible,the Company cannot guarantee that a suitaole opening may exist which could utilize the individual's exnerience and capabilities. B.Minimum Ag2 Requirements Personnel nired to work in the Anchorage BLPO should be at least 18 years of age.Since specific state regulations govern employment of younger individuals,the Personnel Department should be consulted when such ana individual is being considered for employment. along witm appropriate benefit enrollment forms,a W-! CS ''.ye wee NE ag fo Personnel Policies &Procedures Ancnorage, Pazg2 2 Policy 1.02 Policy 1.03 Policy 1.04 Policy 1.05 Policy 1.06 Alaska BLPO CAREER ADVANCEMENT PRCGRA? Same as outlined in the Stone &Webster Engineering Corporation Policies and Procedures Manual. REFERENCE VERIFICATION Same as outlined in the Stone &Webster Engineering Corporation Policies and Procedures Manual. EMPLOYEE ARREST RECORDS Same as outlined in tne Stone &Weoster Engineering Corporation Policies and Procedures Manual. REQUEST FOR EMPLOYMENT AND REFERENCE CHECKS Same as outlined in the Stone &Webster Engineering Corporation Policies and Procedures Manual. COOPERATIVE EDUCATION (CO-OP)PROGRAMS Same as outlined in the Stone &Webster Engineering Corporation Policies and Procedures Manual. a f. We 'Personnel Policies &Procedures Ancnorage,Alaska BLPO Page 3 Policy 2.01.HOURS OF WORK A.Workweek The official workweek for tne Anchorage BLPO consists of seven (7)consecutive days starting at 12:01 a.m. Saturday.The standard workweek is comprised of 38-15 hours of five (5)7-7S hour days Monday througn Friday.The standard workday will be from 7:30 a.m.to 4:i1Sp.m.A lunen period of one hour is unpaid and will be scheduled by the Anchorage BLPO principal-in-charge. B.Shirt Differential Same as outlined in tne Stone &Wesster Engineering Corporation Personnel Policies &Procecures Manual. C.Irregular hours Same as outlined in tne Stone &Webster Engineering Corporation Personnel Policies &Procedures Manual. D.Limited Payroll Employees Same as outlined in the Stone &Webster Engineering Corporation Persor.nel Policies &Procedures Manual. E.Personnel on Temoorary (Per Diem)Assignment Personnel assigned to the Anchorage BLPO on a temporary (per diem)basis will be required to work from 7:30 a.n. to 61S p.m.4@-7§$hours per week). The two (2)extra hours per day (10 hours per week)will be used to offset time off at the end of each five-week work period to which they will be entitled under our Tempocary Assignment Policy.Sucn individuals'total work nours per year will equate to an individual working 2Q-1S hours per week in that office. Personnel Policies &Procedures Ancnorage,Alaska BLPO Page 4 Policy 2.02 OVERTIME A.Exemct Personnel -Extenced Workweek The definition for extended workweek is the same as is outlined in the Stone &Webster Engineering Corporation Personnel Policies &Procedures Manual.Specific 'Anchorage BLPO extended workweek policies are as follows: l.Exemot Personnel Who Have Relocated to Anchorage (Non-Temporary Assignment) Personnel in this category will be paid at straight time for all hours worked above3§-JSnours per week as long as customary approvals have been received prior to the performance of such work.Also included are any exempt personnel hired locally. 2.Exemot Personnel on Temporary (Per Diem)Assignment As previously mentioned,Exempt personnel on temporary (per diem)assignment will be required to work an additional two (2)nours per day above the normal _1-1S hour per day schedule.These additional hours will be paid as regular work time and not as extended workweek,since they will be used to offset time off at the end of each five-week work period.However,any hours worked above 4-7S8 hours per day andd8-fhours per week,will be considered eligible for extended workweek compensation,as long as the customary approvals ar: received prior to tne performance of such work. An individual who agrees to work any or all of the period of compensatory time,will be paid for hours worked according to the extended workweek policy (i.e.at straight time rates).Again,such time worked will require the appropriate customary approvals prior to the performance of sucn work.badoDmot Personnel -Non-Temocrary Assignment or Local -oxemot employee is paid 1 1/2 times his te for all time worked in excess of in any stancerd worting day.Such 3 so be paid at tne rate of 11/2 eir résuler nourly rate for all time worked aays and two (2)times their reguler nourly r tim?worked on Suncezys. h f XSQ.oNPersonnel Policies &Procedures Ancnorage,Alaska BLPO Page 5 Policy 2.03 Policy 2.04 An employee who works on an observed holiday will be compensated for the holiday.In addition,such employee will receive 1 1/2 times the regular hourly rate during standard working hours and 2 1/2 times the regular hourly rate for time worked in excess of 7:75 hours on sucn day. 2.Non-Exempt Personnel on Temporary (Per Diem) Assignment As previously mentioned,Non-Exempt personnel on temporary (per diem)assignment will be required to work an additional two (2)hours per day above the normal 'l-7S hour per day schedule.Federal law requires that these additional hours be paid at a premium rate (i.e.time and 1/2).Suen time will also be used to offset time off at the end of each five-week work period,for trips back to the regular assignment location as outlined in Policy 8.03. An individual who agrees to work any or all of the period of compensatory time,will also be paid for hours worked at 1 1/2 times his regular hourly rate.If time is worked on Saturday,Sunday,or a holiday,the premium rates as mentioned in Paragraph Bl above,will be in effect. PAY DAYS AND FORMS OF PAYMENT All Exempt and Non-Exempt personnel working in the Anchorage BLPO will be paid on a montnly basis on the last regular workday whicn precedes the 26tn of the month.All personnel will be paid by check,and may,upon written authorization, autnorize tne Treasury Division to mail their salary check to any aesignated bank within the United States. MEAL AND PARKING ALLOWANCES Same as outlined in the Stone &Webster Engineering Corporation Personnel Policies &Procedures Manual. tfe ea Personnei Policies &Procedures "Anchorage,Alaska BLPO Page 6 Policy 3.01 Policy 3.02 Policy 3.03 Policy 3.04 Policy 3.05 GROUP INSURANCES Same as outlined in tne Stone &Webster Engineering Corporation Personnel Policies &Procedures Manual. QUALIFIED PLANS Same as outlined in the Stone &Webster Engineering Corporation Personnel Policies &Procedures Manual. TUITION ASSISTANCE PLAN Same as outlined in the Stone &Webster Engineering Corporation Personnel Policies &Procedures Manual. MISCELLANEOUS BENEFITS Same as outlined in the Stone &Webster Engineering Corporation Personnel Policies &Procedures Manual. WORKER'S COMPENSATION Same as outlined in the Stone &Webster Engineering Corporation Personnel Policies &Procedures Manual. (.CNehbe Personnel Policies &Procedures Ancnorag2,Alaska BLPO Page 7 Policy 4.0i. Policy 4.02 PAID AND UNPAID ABSENT TIME Same as outlined in tne Stone &webdster Engineering Corporation Personnel Policies &Procedures Manual. Personnel on Temporary (per diem)Assignment in Anchorage will be entitled to a period of compensatory time after each five-week work period.Such adsent time will be chargeable to Code 9.If any or this period is worked,payment will be in accordance witn Policy 2.02 as outlined previously. LEAVES OF ABSENCE Same as outlined in the Stone &Webster Engineering Corporation Personnel Policies &Procedures Manual. NO Personnel Policies &Procedures Ancnorage,Alaska BLPO Page 8 Policy 5.01 HOLIDAYS Holidays ooserved in the Ancnorage BLPO will be the same as those observed by tne Alaska Power Authority in Ancnorage. Ce.C :aed we Personnel Poiicies &Procedures Ancnorage,Alaska BLPO Page 9g Policy 6.01 VACATION Same as outlined in the Stone &Webster Engineering Corporation Personnel Policies &Procedures Manual. Personnel Policies &Procedures Ancnorage,Alasxa BLPO Paze 10 Policy 7.01 TERMINATIONS Same as outlined in tne Stone &Webster Engineering Corporation Personnel Policies &Procedures Manual. Policy 7.02 MILITARY SERVICE Same as outlined in the Stone &Webster Engineering Corporation Personnel Policies &Procedures Manual. Policy 7.03 SEVERANCE Same as outlined in tne Stone &Webster Engineering Corporation Personnel Policies &Procedures Manual. PAGES C-6-11 through C-6-22 not used Ww Personnel Policies &Procedures *Ancnorage,Alaska BLPO Page 23 omPolicy 8.02a RELOCATION -TRANSFERS TO SITE AND RETURN This policy will not be required until Stone &Webster Engineering Corporation personnel are assigned to the actual project site. This policy will be provided at a later date after all factors of campsite living are taken into consideration. Page C-6 -24 Not Used e Personnel Policies &Procedures "Ancnorage,Alaska BLPO Page 25 Policy 8.03 TEMPORARY ASSIGNMENTS A.TEMPORARY ASSIGNMENTS ANTICIPATED TO BE MORE THAN ONE MONTH (4 WEEKS)BUT SIX MONTHS OR LESS The employee will be reimbursed for expenses incurred during a temporary assignment to Anchorage in accordance with the following: 1. a. Travel Time By Air:Actual Time (minimum one day) OR By other public transportation:Actusl time by moss direct route (minimum one day).Note: Sucn travel is discouraged.Special approval required Transportation Expenses a.The employee will be reimbursed for the cost of less-than-first class air fare plus associated ground expenses., OR The employee will be reimbursed for the cost of other public transportation,provided that travel is made via the most direct route.See note under 1.b. Travel Expenses a.The employee will be reimoursed for the actual and reasonaodle cost of commercial lodging accommodations for up to the number of authorized travel days,provided that receipts are suodmitted. Tne employee will also be reimoursed $31.00 for each authorized travel day for expenses (food, teleonone,tips,etc.). Personnel Policies&Procedures Anchorage, Page 26 Alaska BLPO Settling-in Expenses The employee will be reimbursed for temporary living expenses for a period of up to 14 days to include the actual and reasonable cost of commercial lodging plus $31.00 per day for expenses (food,telephone, tips,ete.). Travel for Family Members In lieu of an equivalent number of trios back to the regular assignment location (as outlined in Paragrapn 7)authorized family members may accompany the employee to Anchorage.The employee may expense the following during periods of travel and settling-in: a.(1)The cost of less-than-first class airfare plus associated ground expenses for their travel to Anchoraze. OR a.(2)If it is more practical and convenient for tne employee and family to use other public transportation,the employee will be reimbursed for the cost of that transoortation,provided they travel by the most direct route.See Note under lb. o.$31.00 for the employee's spouse and $18.00 for each unmarried dependent child under age 22 per day for expenses (food,telepnone,tips,etc.). Cc.The employee will be reimodursed for the actual and reasonable cost of commercial lodging accommodations for family members for up to the number of autnorized travel days,provided that receipts are suomitted. Per Dien After tne temporary living expense period,the employes will receive a per diem of $80.00*for each full day that the employee remains in Anchorage. When tne employee's assignment or combination of assignments (within 180 days of eacn otner)in Ancnorage exceeds 180 calencar days (6 months),the $60.00 per diem rate paid to tnat employee will be reaucec to $60.00 (75 per cent of the original per agiem rate). Personnel Policies &Procedures "Anchorage,Alaska BLPO Page 27 Tnis reduced per diem rate will be paid from the 18lst calendar day through the completion of the assignment(s)in Ancnorage., a.Business Travel If,during a Temporary Assignment,the employeeisrequiredtotravelandremainovernightat another location,the per diem will be reduced to $30.00 to cover the cost of maintaining suitable living accommodations in Anchorage. The Company will also reimburse the employee for actual and reasonable travel expenses which conform with SwWEC Financial Management Procedures Manual issued June,1980,and any revisions thereto. In the event that unusual conditions (e.g. uroan lodging costs)cause the above $30.00 allowance to be insufficient,the employee may submit an expense account including a description of tne circumstances and copies of pertinent lodging receipts (or lease)and be reimbursed for such deficit.However,if the employee is required to return to the Regular Assignment location for sucn travel,the employee will not be allowed to expense the cost of any commercial lodging accommodations at that location,since the employee is able to stay at home. Authorized Trios Home On the day the employee returns to the Regular Assignment location (or authorized substitute location)the per diem will be reduced to $30.00 to cover the cost of maintaining commercial lodging accommodations in Anchorage and will continue for eacn day the employee remains overnignt at tne Resular Assignment location (or authoriz«d substitute location). The employee will be allowed an additional $15.00 on the day of return to the Regular Assignment location (or autnorized substitute location)for food and other costs.On the day the empioyée returns to aAncnorase,the per diem will be restored to the authorized amount. (.(,wag' Personnel Policies &Procedures Anchorage,Alaska BLPO Page 28 ec.Suspension of.Per Diem Per diem will not be paid during a period of leave of absence,jury duty,or military leave.No per diem will be paid for a weekend which precedes,follows,or falls within a leave of absence,jury duty or military leave of two or more days. T.Authorized Trios Home* a.Subject to job requirements,the employee will be reimoursed for one (1)trip back to the Regular Assignment location after every five (5)week work period via less-than-first class airfare,plus associated ground expenses.The employee will be allowed up to six and tws thirds(6 :%)working days off in conjunction witn the trip. b.Under some circumstances,it may be more practical for an employee to travel toa location other than the location of the Regular Assignment.Such travel will require prior written Executive Approval for each trip and the costs expensed shall not exceed the cost of the employee's trip to the Regular Assignment location. Cc.If extended workweek or other circumstances prevent an employee from returning home on an authorized trip,the employee may elect to have the spouse and/or family members travel to Anchorage provided the travel is approved in advance by the principal-in charge,or designee. *Personnel on Temporary Assignment will work a 4875 hour workweek.Personnel on such assignment,however,will only work 327.Shours during the week immediately following their return trip so that their total nours per year may equate to the numcer of hours worked by personnel assigned to tne Anchorage BLPO on Non-Temoorary Assignment. ( Personnel Policies &Procedures Ancnorage,Alaska BLPO Page <4 Per diem will remain at the authorized rate and the spouse's equivalent transportation expenses to Anchorage will be reimbursed to the employee,but will not exceed the cost of the employee's trip home.The employee will still be entitled to the six and fie tidydaysabsenceperiod. An employee,who because of job requirements, is requested to work during all or a portion of the period of compensatory time off,will be entitled to the authorized per diem rate and paid in accordance with our Overtime Policy 2.02 for the day(s)which are worked. d.Trips may be accumulated over a period of twelve (12)montns so that family members may travel together.However,no more than eight (8)total round-trip tickets (for employee/spouse/family)may be expensed in any one calendar year.This total number of trips will be reduced for the first calendar year by the number of family member trips used at the beginning of the assignment in conjunction with Paragrapn 5. Local Transportation Whenever feasible,the employee is expected to proviae a personal vehicle for travel between an Anchorage residence and the Anchorage BLPO,or for other business travel.The employee will be reimoursed for sucn business mileige at the currently aporoved rate per mile.If the employee will nave no vehicle available in Anchorage: a.A Designated Representative will coordinate the lease/rental of a compact automobile to be shared by up to four (4)employees at the lowest available rate.No reimbursement will be made for gasoline,but the driver of the venicle will be reimbursed for the above agesignated business mileage at the rate of $.10 per mile. b.In the case where an employee is requested by the client to rent/lease a four-wheel drive venicle or pickup truck,a Designated Representative will coordinate the lease/renta at the lowest available rate.No reimbursemen will be made for gasoline,but the driver of tne venicile will se reimbursed for the ateve 1 c ere war tt 274xstQUSToSThL€ee2 2D Ths TAT Il osamaeeaee Personnel Policies &Procedures Na Anchorage,Alaska BLPO Page 30 9. 10. Cash Advances a.An employee starting a Temporary Assignment may require a casn advance to travel to Anchorage and cover hotel/motel and food costs while settling-in. Arrangements for such advances are to be made through the cognizant Personnel Department by submitting the employee's expected itinerary showing travel mode (air or auto),family members included,and itemized estimated expenses for mileage,hotel/motel,food,etc. The Personnel Department may approve a cash advance for reasonable expected expenses for the first four weeks of an assignment up toa maximum of $2,000.00. An expense account snould be submitted at the end of the first four-week period.Thereafter, the employee should complete expense accounts on a weekly basis. When more cash is required,the employee should submit a petty cash request directly to the Project Menager,or designee.That petty cash should balance the employee's account to date and may include an advance of up to $900.00 of anticipated per diem and other expenses. Additional Provisions The Personnel Manager,or designee,of the cognizant Personnel Department will have discretionary latitude in three specific areas: ae Authority to approve expenses up to a maximum of $500.00,which,although additional to those authorized,are consistent with the intention of the Temporary Assignment Policy. Authority to approve expenses which,al*nougn aiffrerent from tnose authorized,repress:it a cost saving to the Company. Authority to approve an extension of settling-in expenses for up to 14 days. An appropriate explanatory statement will be incluced on the actual expense accounts covering items apcroved in accordance with a.,b.,and. actove. Pages C-6-31 &C-6-32 Not Used Co (-. Personnel Policies &Procedures Ancnorage,Alaska BLPO Page 33 _Policy 8.03a .TEMPORARY ASSIGNMENTS-APPENDIX I Same as outlined in the Stone &Webster Engineering Corporation Personnel Policies &Procedures Manual. Personnel Policies &Procedures Anchorage,Alaska BLPO Page 34 Policy 8.04 TEMPORARY ASSIGNMENTS ADVISORY OPERATIONS DIVISION See Policy 8.03. Personnel Policies &Procedures ancnorage,Alaska BLPO Page 35 Policy 8.05 USE OF EMPLOYEE OWNED VEHICLES,AIRCRAFT,CHARTERED AIRCRACT ,AND RENTED VEHICLES ON COMPANY BUSINESS Same as outlined in the Stone &Webster Engineering Corporation Personnel Policies &Procedures Manual. Fersoniel Policies &Procedures aAncnorage,Alaska BLPO Page 36 Policy 8.06.BARGAINING UNIT TEMPORARY ASSICNMENTS (OF MORE THAN SIX (6) MONTHS ).= Not applicable to Anchorage,Alaska location. Pm Pooietuddh foligies &Prociaures AnNcnuorege,ALaska BLPO Page 37 Poiicy 9.01 Policy 9.02 Policy 9.03 AFFIRMATIVE ACTION PROGRAM Same as outlined in the Stone &Webster Engineering Corporation Personnel Policies &Procedures Manual. AFFIRMATIVE ACTION PROGRAM -HANDICAPPED Same as outlined in the Stone &Webster Engineering Corporation Personnel Policies &Procedures Manual. AFFIRMATIVE ACTION PROGRAM DISABLED VETERANS AND VETERANS OF VIETNAM ERA Same as outlined in the Stone &Webster Engineering Corporation Personnel Policies &Procedures Manual. Note:Also see the Denver Operations Center Affirmative Action Program Manual. Attachment No.C-7 ALASKA POWER AUTHORITY PURCHASING REGULATION Purchase limitations are as per Contract. It is the responsibility of the contractor and each subcontractor te exercise prudent discretion in making any purchase of equipment, materials,or personnel services for the project.Each contractor will be held responsible for any abuse o*the required prudent discretion in the purchase process. The following regulations will apply: A.AS 36.98 Professional Service Contracts:The prime and/or subcontractor shall perform the following for contracts in excess of $25,000. (1)Give public notice soliciting proposals by publication at least three times in one or more newspapers, (c}first notice shall be published not less than 30-days before the date on which the contractor expects to enter into contract, (3)review the Register of Professional Services Contractors maintained by the Commissioner arc availabie through the Alaska Power Authority. (4*request for proposals (RFP)must be extended to a suffi- cient number of prospective providers of the required services to assure that public interest in competition is adequately served, (5)proposals from at least six persons or firms shall be solicited for contracts ecve!l or greater than $100,CCC, (6.preposals frem et least three persons cr firms shail be solicited for centracts cv 'ess than $166,0C0, (7;maintain an auditable record of al}precurement acticns. 5 AS 37.C&Contractue?Services,Purchase.cr Séle.Tne prime erd/or subcertrector shel?perform the fotiowire: oe(1)When the procurement is estimated to exceed $5,000. Sealed bids shall be solicited,when practicable, (2)advertise in a newspaper calculated to reach prospective bidders, (3)post notices in public places within the area where the work is to be performed, (4)solicit bids from known source, (5)bids must be sealed and opened in public at the hour and date stated in the notice, (6)contract shall be awarded to the lowest responsive, responsible bidder. The Power Authority may limit the solicitation of bids cr negotiate directly if it finds that it is in the best interest of the State. Alaska Bidder Preference.An Alaskan bidder shall receive the five percent "Alaska bidders preference”as provided in AS 37.05.230. Emergency purchases may occur when arn immediate demand for supplies, materials,or contractual services is required in preventing loss ef life or property.Each emergency purchase must be approved by the Project Manager.This authority may also be delegated to the project supervisor in the field. Each emergency purchase must be substantiated by a full explaration of the nature of the emergency.This justifica- tion must accompany the payment documerts when submitted to the Power Authority. RECEIVED C eS OCT 19 1982 APR-83-R-£027 STATE OF ALASKA PAROIMNEROE ADMINISTRATIONBECONGMIGOtSORMENTPennciieadIVPOSERYRESONTRACTNEGOTIATIONS This form must be executed prior to entering negotiations regarding PROFESSIONAL SERVICE CONTRACTS when the contract amount is in excess of $2,500 in an annual period.Tne PROFESSIONAL SERVICES CONTRACTUAL RELATIONSHIP QUESTIONNAIRE on the reverse side of this form must be completed in all circumstances.)Refer to Administrative Manual,Section 8000 for further instructions. Department ns Division Contract Type Commerce&Economic Development.Alaska Power Authority 5E -|Amount of Contract Period Covered WA $18,000,000.00 "From February 1,1983 to June 30,1987 Purpose(s)of Contract Contractor will provide all services necessary to accomplish final design of the Bradley ake Hydroelectric Project,Services will include preparation and submittal or application for the Federal Energy Regulatory Commission license,site investigations,study of design alter- atives as presented by existing feasibility studies,preparation of design memoranda_and preparation of final contract plans and specifications forconstruction of all major project features, We intend to negotiate with the following persons or firms.Agencies SHOULD list at least three choices or explain why it is not possible. "Narne Address Alaska Business License R,F.P,to be advertised in local and out of state news papers,solicited Ci yes O)No|hearrre Addrese Alaska Business License from clients listed in G.S.&S.Professional Services Commodity Listing and to |Uves UnoNameAddressAlaskaBusinessLicense nown sources,O ves ONo Name Address Alaska Business License O Yes O No Name Address Alaska Business License O ves Ono Name Address Alaska Business License oa]Yes O NoauocetanyvataOY77),Udupvels Mose Mgt 10.15-F2BudgetEntryCodeBRUNameCollocationCode 07.73.04.72.04 Alaska Power Authority 08.73.4.724.389 FOR THE DEPARTMENT Department Head or Authorized Representative |Title Date-(|ay _- The concurrence of the Department of Administration is sought so that we may proceed to negotiate the above contract. CONCUR Administration ;Tithe}ya'pris ey i _eRe Date dd+,|NS CUSEADT REICHSOMMITTER "oct 1 9 19 be The proposed contract must be forwarded to the Department of Administration after contractor and Departmental signatures have béen | affixed but prior to execution or effective date,for final approval. 02-189 (Rev.7/81) a PROFESSIONAL sit.ICES contractuhtlareb Mribn:<auf $rfonwaine Proposed Contractor To be selected through competatice evaluation.er Cone meee YES 1.Will the contractor be subject to supervision by agents,officials,or employees of the state?PE MANSE dey :Tape res ne2.Will the state be involved in training the contractor as to the methidds!and/or techniques that ate,tobe used toaccomplishtheworkthatistobedone?Tey Lye get Photttn sy Pa 3.Will it be necessary for the contractor to render the services personally?xX 4.Will the contractor be hiring/firing,supervising and financing payment of non-state employees in conjunction with the fulfillment of the proposed contract?X 5. Wiil the state retain the right to specify the hours (e.g.,start/stop times,minimum or maximum hours,days of week,etc.)during which the contractor is to accomplish the work required by the agreement? If so,what will be the nature of the specification? 6.Will the state retain the right to specify the location at which the contractor will perform the required services? 7.Will the state retain the right to specify the order or sequence in which the tasks involved will be accomplished?{|X 8.Wil!the contractor be paid based upon time worked (e.g.,hours,days,months){in contrast to payment for xXcompletionofaproductor,in the case of progress payments,a specified portion of the total product)? 9,Will the contractor be reimbursed for miscellaneous expenses,such as travel,over and above the compensation agreed upon for the services to be rendered?(check ''not applicable'if no miscellaneous expenses,such as X travel,will be involved in accomplishing the work to be done}. 10.Will the state supply tools and materials necessary for the contractor to accomplish the work to be done? (check "not applicable'column if no tools and/or materials are involved in the work to be done). 1.Will the contractor be exposed to the risk of a financial loss under the terms of the proposed agreement?Xx 12.Will the contractor be afforded liability protection under state purchased insurance policies? If so,what type of coverage? 13.Is the contractor currently a party to agreements for the provision of similar services to non-state entities?X 14.Does the contractor make his/her services available to the general public (i.e.,maintain an office in a public place,advertise in yellow pages,trade journals,etc.)?X 15.Will the state be supplying office or other work space for the use of the contractor?(check "not applicable” if work space is only incidental in providing the required services). 16.Will the state be able to discharge the contractor prior to completion of contract for reasons other than fail-Xuretoperformasspecifiedbytheagreementortheunavailabilityofappropriatedfunds? 17.Will the agreement make the defaulting party liable for payment of damages rising out of the failure to per-Xxform? 18.Will the state have the right of first call on the services of the contractor?X 19.Will the contractor be bound to comply with the general policies and procedures govering the behavior of Xxstateemployeesbytheproposedagreement? 20.Why is it deemed preferable to contract for the required services instead of hiring an employee to provide them? Services required are complex and highly specialized in narure and will require the efforts of many various disciplines.Hiring employees to provide these services would not be practical. tthe above statements are true and correct to the best of my knowledge.a .\rh "Executive Director Ly O A382 Comments on any &f the above answers may be appended. Neae (<M ENOMENT TO COWS RACT 'DEPARTMENT OF Commerce &Economic Development Alaska Power AuthoritySTATEOFALASKA ATN No.83-0502 This agreement is Amendment No.1 to the Professional Services Contract between the State of Alaska,DepartmentofCommerce&Economic Development and Stone &Webster Engineering Corp. Previous period of performance 4-15-83 to 12-31-83 .Comodity code type 7301 .Enc.Doc./AV# CC08-3132 : In accordance with the provisions of the above referenced contract,the parties to that contract agree that the services to be performed by the contractor under the contract are amended as follows: Original Contract $1,497,300.00 Amendment No.1 $686,050.00 New Total $2,183,250.00- See attached amendment No.1 for additional scope of work. The period of performance under the contract is extended by 90 days to 3.3)-84 .In full consideration of the contractor's performance under this amendment,the State shall pay the contractor $686,050.00 All other terms of the contract remain in effect. This amendment has no effect until it is approved by the Department of -Administration. LD CONTPACTOR eens ka Power Authority.a<AlaStone&Webstef Engineering Corporation »\'\U KI zi ey PSKAVECNK Director \Eric P:YouldbyKAb__-Executive Rober J.Conlon Date / SEP 3 0 1983 Vice/President \K oe lols Date September 29,1983 Office of the Commissioner approval Date Sufficient funds have been appro-,THE DEPARTMENT OF ADMINISTRATIONpriatedandareavailableforthe amount of thi iendment.Approval by ritte FOR THE CONTRAST RES'W COMMITTEE Date OCT 20 1983,Budget (Officer G301/0801-3 CC08-3312 Original Contract $1,497,200 ATN 83-0502 Amendment No.1 $686,050 Code 7301 Revised Total $2,183,250 AMENDMENT NO.1 The following Amendment to Contract CC08-3132,dated April 15,1983,for the Bradley Lake Hydroelectric Project between Stone &Webster Engineering Corporation (SWEC)and the Alaska Power Authority is hereby agreed to. ARTICLE 3 -PERIOD OF PERFORMANCE. Change the End Date to March 31,1984.The effective date of this amendment is October 1,1983. APPENDIX B:SCOPE OF WORK Add the following: ARTICLE B-3 FERC LICENSE APPLICATION OBJECTIVES The work to be accomplished consists of the preparation of the Federal Energy Regulatory Commission (FERC)License Application for the Bradley Lake Hydroelectric Project.The License Application will be prepared in accordance with the Code of Federal Regulations,CFR 18,April 1983, Subpart E -Application for License for Major Unconstructed Project and Major Modified Project.The services provided by Contractor (SWEC)will include all efforts necessary for the preparation and submittal to the Power Authority of the License Application except for those items specifically identified as being prepared by the Alaska Power Authority or otherwise specified. The work includes the reproduction of review copies of the various drafts of the license application sections,10 copies of the draft license application,10 copies of the Preliminary Supporting Design Report,and 50 copies of the final license application.The copies of other existing Bradley Lake reports that may be required for FERC submittal will be furnished by the Alaska Power Authority. Stone &Webster Engineering Corporation (SWEC)shall have prime responsibility for the work described herein.The organizations listed below will be subcontractors to SWEC for specific services. Organization Location Service Woodward-Clyde Anchorage,AK Environmental Dryden &LaRue Anchorage,AK Transmission R&M Consultants Anchorage,AK .Construction Facilities and Exhibit G The schedule for preparation of the License Application is extremely tight. Therefore,to have the maximum resources readily available to ensure meeting the schedule,SWEC will carry out much of the work in its Denver Operations Center. GENERAL The scope of work will be performed under the following tasks: Task 50 -Project Management and Administration _This task will reflect the services and costs for Stone &Webster Engineering Corporation as required for the management and administration of the work outlined in subsequent sections of this Appendix B. (.C Task 51 -Preparation of FERC License Application This task will reflect the services and costs for the following work by Stone &Webster Engineering Corporation for the preparation of the License Application:Exhibits A through D;the Report on Geological and Soil Resources of Exhibit E;and Exhibit F,as outlined in subsequent sections of this Appendix B.This task also includes services and costs by Stone & Webster Engineering Corporation to support the agency consultation process. Task 52 -Preparation of Environmental Input to FERC License Application This task will reflect the services and costs for work by Woodward-Clyde Consultants for the preparation of the License Application Exhibit E - Environmental Report,except that portion which shall be prepared by Stone &Webster Engineering Corporation and other subcontractors under other tasks,as outlined in subsequent sections of this Appendix B.This task also includes the services and costs for the agency consultation process. Task 53 -Participation in Agency Consultation Process for Transmission Line Routing This task reflects the services and costs for work by Dryden &LaRue Consulting Engineers,as required for the participation with the agencies regarding the location of the transmission line from the Bradley Lake Hydroelectric Project to the proposed Homer Electric line connection. Task 54 -Participation in Agency Consultation Process for Construction Facilities and the Preparation of Exhibit G This task reflects the services and costs for work by R&M Consultants,Inc. as required for the participation with the agencies regarding the construction facilities and the preparation of Exhibit G. Task 55 -FERC Coordination SWEC will participate in coordination'activities with the Alaska Power Authority and FERC.This task reflects the services and costs by SWEC as required to provide continued coordination with the Alaska Power Authority and FERC throughout the preparation of the Bradley Lake Hydroelectric Project License Application.The utilization of budgets for this task will be authorized on an as-needed basis by the Alaska Power Authority to meet the FERC request for additional information and data throughout the License Application period up to the time of submittal of the License Application to the Alaska Power Authority. Task 56 -Moose Population Data Collection This task reflects the services and costs for work by Woodward-Clyde Consultants for moose population data collection. SPECIFIC WORK DESCRIPTION TASK 50 -PROJECT MANAGEMENT AND ADMINISTRATION Project Management and Administration This covers task efforts and services to continue general project management,administration,and support services necessary to develop the FERC License Application which are not allocated to other specific tasks. Activities included in this task are project scheduling,subcontract administration,project accounting,récord maintenance,clerical,general coordination with the Power Authority,and other management and general administration work that is required to complete the License Application. The Principal-in-Charge will charge his management time to this task.The Project Manager and Deputy Project Manager will charge all of their time to this task. All expenses related to the development of the License Application will be included under this task.Such expenses will cover travel costs,per diem costs,payroll taxes,communications,mailing,reproduction costs,word processing,computer,and other expenses. Monthly Reports Monthly reports will not be prepared.Monthly accounting of costs will, however,be provided.The monthly accounting of costs will include an accrual-type cash flow report for the actual and projected costs by month in tabular form.Items for which invoices have not been received by the end of the preceeding month will be estimated for the cash flow report and updated in the next month's report. Management The SWEC Principal-in-Charge of the work will be in close communication with the Alaska Power Authority throughout the course of the FERC License Application work. The SWEC Project Manager and the Deputy Project Manager will be assigned for the duration of the FERC License Application work and will be available on a day-to-day basis to the Power Authority throughout the study period. Clerical Services Clerical services required by the project to maintain files and to prepare communications,progress reports,and the License Application will be included in this sub-task.The clerical budget is based upon scheduling a full-time clerk throughout the work effort,a second clerk during the peak month,and ATMS support clerical personnel as may be required for the preparation of contract changes with SWEC's subcontractors. Loom-oSupporting Headquarters Services Included under this sub-task will be the supporting headquarter's services in direct support of the project such as purchasing,project accounting,the construction specialist,and cost and estimate reviews.The technical supporting headquarter's staff will charge their time to the applicable licensing tasks. TASKS 51,52,53,54 and 55 -FERC LICENSE APPLICATION INITIAL STATEMENT The initial statement will be prepared by the Alaska Power Authority and made available to SWEC for incorporation into the FERC License Application. EXHIBIT A -PROJECT DESCRIPTION Exhibit A is a description of the project.The project includes more than one dam with associated facilities,the main Bradley Lake dam and the Middle Fork Diversion dam.Each dam and the associated component parts must be described together as a discrete development.The description will include: 1.The physical composition,dimensions,and general configuration of dams,spillways,penstocks,powerhouses,tailraces,or other structures. 2.The normal maximum water surface area and normal maximum water surface elevation (mean sea level),including gross.storage capacity of the impoundments. 3.The number,type,and rated capacity of the proposed turbines and generators. 4,The number,length,voltage and interconnections of the primary transmission lines. 3.A description of miscellaneous mechanical,electrical,and transmission equipment. 6.A description of all lands of the United States that are enclosed within the project boundary described by the Exhibit G,Project Maps,identified and tabulated by legal subdivisions of a public land survey,by the best available legal description.The tabulation will also designate the total acreage of the lands of the United States within the project boundary. SWEC will develop a draft of this exhibit for the review of the Alaska Power Authority and its legal counsel.SWEC will make the required changes and resubmit Exhibit A to the Alaska Power Authority as part of the FERC License Application. EXHIBIT B -PROJECT OPERATION AND RESOURCE UTILIZATION This work involves the preparation of the project operation and resource utilization,Exhibit B.The project includes more than one dam with associated facilities,the main Bradley Lake dam and the Middle Fork Diversion dam.A _statement will be prepared for the main Bradley Lake Hydroelectric Project development containing the following items.The statement of the Middle Fork Diversion development will be limited only to items 1 and 2 as follows: 1.A description of each alternative site considered in selecting of the proposed site. 2.A description of any alternative facility designs,processes,and operations that were considered. 3.A statement as to whether operation of the power plant will be manual or automatic,an estimate of the annual plant factor,and a statement of how the project will be operated during adverse, mean,and high water years. An estimate of the dependable capacity and average annual energy production in kilowatt-hours (or mechanical equivalent),supported by the following data: The minimum,mean,and maximum recorded flows in cubic feet per second of the stream or other body of water at the power plant intake or point of diversion,with a specification of any adjustment made for evaporation,leakage,minimum flow releases (including duration of releases),or other reductions in available flow;a flow duration curve indicating the period of record and the guaging stations used in deriving the curve;and a_specification of the critical streamflow used to determine the dependable capacity. An area-capacity curve showing the gross storage capacity and usable storage capacity of the impoundment,with a rule curve showing the proposed operation of the impoundment and how the usable storage capacity is to be utilized. The estimated hydraulic capacity of the power plant in terms of flow and efficiency (cubic feet per second at one-half, full,and best gate),and the corresponding generator output in kilowatts. A tailwater rating curve. A curve showing power plant capability versus head and specifying maximum,normal,and minimum heads. C. (It is assumed that the estimate of the dependable capacity and average annual energy production in kilowatthours [or mechanical equivalent],area-capacity curve,reservoir rule curve,and tailwater rating curve are available from the SWEC Bradley Lake Hydroelectric Project Feasibility Report without change.) 3.A statement of system and regional power needs and the manner in which the power generated at the project is to be utilized, including the amount of power to be used onsite,if any,supported by the following data: Load curves and tabular data,if appropriate. Details of conservation and rate design programs and their historic and projected impacts on system loads. The amount of power to be sold and the identity of proposed purchaser(s). 6.A statement of the Alaska Power Authority's plans for future development of the project or proposed water power project on the affected stream or other body of water,indicating the approximate location and estimated installed capacity of the proposed developments.(This statement is based upon the assumption that there are no future development plans.) SWEC will prepare a draft of Exhibit B which will include a drawing(s) showing the area-capacity curve,rule curve,tailwater rating curve,and a curve showing power plant capability versus head for the main Bradley Lake Hydroelectric Project development.The preliminary draft will be submitted to the Alaska Power Authority for review.SWEC will make the required changes and resubmit Exhibit B to the Alaska Power Authority as part of the FERC License Application. See ose EXHIBIT C -PROPOSED CONSTRUCTION SCHEDULE The work involves the preparation of a proposed construction schedule for the project,Exhibit C.The construction schedule will contain: 1.The proposed commencement and completion dates of construction of major project works. 2.The proposed commencement date of first commercial operation of each generating unit. EXHIBIT D -PROJECT COSTS AND FINANCING The work involves the preparation of a statement of project costs and financing,Exhibit D.The statement will contain: 1.A statement of estimated construction costs,including: The cost of any land or water rights necessary to the development. The total cost of all major project works. Indirect construction costs such as costs of construction equipment,camps,and commissaries. Interest during construction. Overhead,construction,legal expenses,and contingencies. 2.A statement of the estimated average annual cost of the total project as proposed,specifying any projected changes in the costs (life-cycle costs)over the estimated financing or licensing period, and including: Cost of capital (equity and debt). °Local,state,and federal taxes. Depreciation or amortization. 10 chestatte te Low (."v eee Operation and maintenance expenses,including interim replacements,insurance,administrative and general expenses,and contingencies. (Additional data to be furnished by the Alaska Power Authority.) A statement of the estimated annual value of project power based on the estimated average annual cost of obtaining an equivalent amount of power (capacity and energy)from the lowest cost alternative source of power,and specifying any projected changes in the costs (life-cycle costs)of power from that source over the estimated financing or licensing period. A statement describing other electric energy alternatives such as gas,oil,coal,and nuclear-fueled power plants and other conventional hydroelectric plants. A statement and evaluation of the consequences of denial of the license application and a brief perspective of what future use would be made of the proposed site if the proposed project were not constructed. A statement specifying the sources and extent of financing and annual revenues available to the Alaska Power Authority to meet the initial capital costs and the estimated average annual costs. (This information will be furnished by the Alaska Alaska Power Authority.) The Alaska Power Authority will develop the proposed sources and extent of financing for the project and will provide SWEC with the required text for insertion into Exhibit D.SWEC will prepare the remaining sections of this Exhibit for the Alaska Power Authority's review.SWEC will make the required changes to submit Exhibit D to the Alaska Power Authority as part of the FERC License Application. 11 EXHIBIT E -ENVIRONMENTAL REPORT This work includes the efforts and costs to prepare the Environmental Report.The report information will be organized and referenced in accordance with the FERC requirements.Environmental information will be obtained from the results of all previous studies.lf the requested information is not applicable,statements will be prepared explaining why a requirement is not applicable. Exhibit E will be prepared in close coordination with the Alaska Power Authority with the consultation of appropriate federal,state,and local resource agencies.Consultation will be documented by appending to the Environmental Report a letter from each agency consulted that indicates the nature,extent,and results of the consultation. Public participation relative to the development of the project will be conducted and reported by the Alaska Power Authority.The results of these proceedings will be reported by the Alaska Power Authority and included in the Environmental Report. Exhibit E will be prepared in a manner to thoroughly utilize the existing Susitna FERC License Application,the Corps of Engineers'Final Environmental Impact Statement and Design Memoranda,and the SWEC Bradley Lake Hydroelectric Project Feasibility Report.It is assumed that these documents provide an adequate presentation and summarization of all existing information relevant to the project.An extensive agency contact and search for additional or new information (or a new analysis of that information)will not be conducted. Exhibit E is divided into the following sections: 1.General Description of the Locale 2.Report on Water Use and Quality 12 C.C; Report on Fish,Wildlife,and Botanical Resources Report on Historic and Archaeological Resources Report on Socioeconomic Impacts Report on Geological and Soil Resources Report on Recreational Resources Report on Aesthetic Resources Report on Land Use Alternative Locations,Designs,and Energy Sources List of Literature-oODODDANDWHhW-_-odWoodward-Clyde will perform all Exhibit E work except the preparation of the report on geological and soil resources by SWEC and Dryden &LaRue's participation during agency consultation on the location of the transmission line from the Bradley Lake Hydroelectric Project to the proposed Homer Electric Line.The Alaska Power Authority will conduct and document the public participation program. General Description of the Locale A general description of the environment of the project area and its immediate vicinity will be prepared to include the project location and general information helpful to understand the environmental setting. Report on Water Use and Quality A report will be prepared on water use and quality.The report will discuss water quality and flows and will contain baseline data sufficient to determine the normal and seasonal variability;the impacts expected during construction and operation;and any mitigative,enhancement,and protective measures proposed.This report will be prepared in close consultation with the state and federal agencies responsible for the management of water quality and quantity in the affected stream or other body of water.Specifically,the report will include: 13 C,a A description of existing instream flow uses of streams in the project area that would be affected by construction and operation, estimated quantities of water discharged from the proposed project for power production,and any existing and proposed uses of project water for other purposes. A description of the seasonal variation of existing water quality affected by the proposed project,including (as appropriate) measurements of:significant ions,chlorophyll "a",nutrients, specific conductance,pH,total dissolved solids,total alkalinity, total hardness,dissolved oxygen,bacteria,temperature, suspended sediments,turbidity,and vertical illumination. A description of the existing Bradley Lake and the Middle Fork Diversion including surface area,volume,maximum depth,mean depth,flushing rate,shoreline length,substrata classification, and gradient for streams directly affected by the proposed project. A quantification of the anticipated impacts of the proposed construction and operation of project facilities on water quality and downstream flows,temperature,turbidity,and nutrients. A description of measures recommended by federal and state agencies and the Alaska Power Authority for the purpose of protecting or improving water quality and stream flows during project construction and operation;an explanation of why the Alaska Power Authority has rejected any measures recommended by an agency (if any);and a description of the Alaska Power Authority's alternative measures to protect or improve water quality stream flow. 14 Co C: 6.A description of groundwater in the vicinity of the project, including water table and artesian conditions;the hydraulic gradient;the degree to which groundwater and surface water are hydraulically connected;aquifers and their use as water supply; and the location of springs,wells,artesian flows,and disappearing streams.This will also include a description of anticipated impacts on groundwater and measures proposed by the Alaska Power Authority and others for the mitigation of impacts on groundwater. 7.As an appendix,one of the following: A copy of the water quality certificate (or agency statement that such certification is waived)as described in Section 401 of the Federal Water Pollution Control Act. A copy of a dated letter from the Alaska Power Authority to the appropriate agency requesting such certification. Report on Fish,Wildlife,and Botanical Resources A report will be prepared that describes the fish,wildlife,and botanical resources in the vicinity of the project;expected impacts of the project on these resources;and the mitigation,enhancement,or protection measures proposed.This report will be based on the results of all previous studies. The report will be prepared in consultation with the state agency or agencies with responsibility for these resources,the U.S.Fish and Wildlife Service, the National Marine Fisheries Service,and any state or federal agency with managerial authority over any part of the proposed project lands.The report will contain: 1.A description of existing fish,wildlife,and plant communities of the project area and its vicinity,including any downstream areas 15 C C: that may be affected by the proposed project and the area within the transmission line corridor or right-of-way.A map.of vegetation types should be included in the description.For species considered important because of their commercial or recreational value,the information provided should include temporal and spatial distributions and densities of such species. Any fish,wildlife,or plant species proposed or listed as threatened or endangered by the U.S.Fish and Wildlife Service or National Marine Service will be identified. A description of the anticipated impacts on fish,wildlife,and botanical resources of the proposed construction and operation of project facilities,including possible changes in size,distribution, and reproduction of essential populations of these resources and any impacts on human utilization of these resources. A description of any measures or facilities recommended by state or federal agencies for the mitigation of impacts on fish,wildlife, and botanical resources or for the protection or enhancement of these resources,the impact on threatened or endangered species, and an explanation of why the Alaska Power Authority has determined that any measures or facilities recommended by an agency are inappropriate as well as a description of alternative measures proposed by the Alaska Power Authority to protect fish, wildlife,and botanical resources. The following material and information regarding any mitigation measures or facilities proposed for implementation of construction: Functional design drawings. °A description of proposed operation and maintenance procedures for any proposed measures or facilities. 16 An implementation,construction and operation schedule for any proposed measures or facilities. An estimate of the costs of construction,operation,and maintenance of any proposed facilities or implementation of any measures. °A statement of the sources and amount of financing for mitigation measures or facilities.(To be furnished by Alaska Power Authority.) A map or drawing showing,by the use of shading, crosshatching,or other symbols,the identity and location of any proposed measures or facilities. Report on Historic and Archaeological Resources A report will be prepared that discusses any historical and archaeological resources in the project area,the impact of the proposed project on those resources,and the avoidance,mitigation,and protection measures proposed. The report will be prepared in consultation with the State Historic Preservation Offices (SHPO)and the National Park Service of the U.S. Department of the Interior. The report will contain the following: 1.A description of any discovery measures such as_surveys, inventories,and limited subsurface testing work recommended by the specified state and federal agencies for the purpose of locating,identifying,and assessing the significance of historic and archaeological resources that would be affected by the construction and operation of the proposed project,together with a statement of the Alaska Power Authority's position regarding the acceptability of the recommendations. 17 C (. The results of surveys,inventories,and subsurface testing work recommended by the state and federal agencies listed above, together with an explanation by the Alaska Power Authority of any variations from the survey,inventory,or testing procedures recommended. An_identification (without providing specific site or property locations)of any historic or archaeological site in the proposed project area,with particular emphasis on sites or properties either listed in,or recommended by the SHPO for inclusion in,the National Register of Historic Places that would be affected by the construction of the proposed project. A description of the likely direct and indirect impacts of proposed project construction or operation on sites or properties either listed in,recommended by the SHPO for inclusion in,or recommended as eligible for,the National Register of Historic Places. A management plan for the avoidance of,or mitigation of,impacts on historic or archaeological sites and resources based upon the recommendations of the state and federal agencies listed above and containing the Alaska Power Authority's explanation of variations from those recommendations. The following materials and information regarding the mitigation measures described under the management plan: °A schedule for implementing the mitigation proposals. An estimate of the cost of the measures. A statement of the sources and extent of financing. 18 7.Five copies of any survey,inventory,or subsurface testing reports containing specific site and property information,and including maps and photographs showing the location and any required alteration of historic and archaeological resources in relation to proposed project facilities will be provided. Report on Socioeconomic Impacts A report will be prepared that identifies and quantifies the impacts of constructing and operating the project on employment,population,housing, personal income,local governmental services,local tax revenues,and other factors within the towns and boroughs in the vicinity of the project. The report will include: 1.A description of the socioeconomic impact area. ' 2.A description of employment,population,and personal income trends in the impact area. 3.An evaluation of the impact of any substantial in-migration of people on the impact area's governmental facilities and services such as police,fire,health and educational facilities,and social programs. 4.Onsite manpower requirements and payroll during and after project construction,including a projection of total onsite employment and construction payroll provided by month. 5.Plans for camp facilities and access to and from the site. 6.Numbers of project construction personnel who: 19 Currently reside within the impact area. Would commute daily to the construction site from places situated outside the impact area. Would relocate on a temporary basis within the impact area. 7.A determination of whether the existing supply of available housing within the impact area is sufficient to meet the needs of the additional population. 8.Numbers and types of residences and business establishments that would be displaced by the proposed project,procedures to be utilized to acquire these properties,and types and amounts of relocation assistance payments that would be paid to the affected property owners and businesses. 9.A fiscal impact analysis evaluating the incremental local government expenditures in relation to the incremental local government revenues that would result from the construction of the proposed project.Incremental expenditures may include (but would not be limited to)school operating costs,road maintenance and repair,public safety,and public utility costs. Report on Geological and Soil Resources A report will be prepared on the geological and soil resources in the project area and other lands directly or indirectly affected by the project's development and impacts of the project development on those resources. Maps will be prepared which show the location and description of geologic and soil conditions. This report will include: 20 1.A detailed description of geological features,including bedrock lithology,stratigraphy,structural features,glacial features, unconsolidated deposits,and mineral resources. 2.A detailed description of the soils,including the types, occurrence,physical and chemical characteristics,erodability,and potential for mass soil movement. 3.A description showing the location of existing and potential geological and soil hazards and problems,including earthquakes, faults,seepage,subsidence,solution cavities,active and abandoned mines,erosion,and mass soil movement,and an identification of any large landslides or potentially unstable soil masses which could be aggravated by reservoir fluctuation. 4.A description of the anticipated erosion,mass soil movement,and other impacts on the geological and soil resources due to construction and operation of the project. 3.A description of any proposed measures of facilities for the mitigation of impacts on soils. Report on Recreational Resources A report on a recreation plan will be prepared that describes the use, design,and development of project recreational facilities and public access to the project area.The recreation plan will consider the needs of the physically handicapped.The Alaska Power Authority will provide input to this section in terms of recreational facilities to be provided as part of the project development. Public and private recreational facilities provided by others that would abut the project will be noted in the report.The report will be prepared in 21 ¢C consultation with appropriate local,regional,state,and federal recreation agencies and planning commissions,the National Park Service of the U.S. Department of the Interior,and any other state or federal agency with managerial responsibility for any part of the project lands. The report will contain: 1.A description of any areas within or in the vicinity of the proposed project boundary that are included in,or have been designated for study for inclusion in: °The National Wild and Scenic Rivers Systems. °The National Trails System. °A wilderness area designated under the Wilderness Act. 2..A detailed description of existing recreational facilities within the project vicinity;the public recreational facilities which are to be provided by the Alaska Power Authority at its sole cost or in cooperation with others no later than three years from the date of © first commercial operation of the project;and those recreation facilities planned for future development based on anticipated demand.When public recreation facilities are to be provided by other entities,the Alaska Power Authority and those entities should enter into an agreement on the type of facilities to be provided and the method of operation.Copies of agreements with cooperating entities are to be appended to the plan. 3.A provision for a shoreline buffer zone that will be within the project boundary,above the normal maximum surface elevation of the project reservoir,and of sufficient width to allow public access to project lands and waters and to protect the scenic,public recreational,cultural,and other environmental values of the reservoir shoreline. 22 C - Estimates of existing and future recreational use at the project,in daytime and overnight visitation (recreation days),with a description of the methodology used in developing these data. A development schedule and cost estimates of the construction, operation,and maintenance of existing,initial,and future public recreational facilities,including a statement of the source and extent of financing for such facilities. A description of any measures or facilities recommended by the agencies consulted for the purpose of creating,preserving,or enhancing recreational opportunities at the proposed project,and for the purpose of ensuring the safety of the public in its use of project lands and waters,including an explanation of why the Alaska Power Authority has rejected any measures or facilities recommended by an agency. A drawing or drawings,one of which describing the entire project area,clearly showing: The location of project lands,and the types and number of existing recreational facilities and those proposed for initial development,including access roads and trails as well as facilities for camping,picnicking,swimming,boat docking and launching,fishing,and hunting;and provisions for sanitation and waste disposal. The location of project lands and the type and number of recreational facilities planned for future development. The location of all project lands reserved for recreational uses. The project boundary (excluding surveying details)of all areas designated for recreational development,sufficiently referenced to the appropriate Exhibit G drawings to show 23 that all lands reserved for existing and future public recreational development and the shoreline buffer zone are included within the project boundary.Recreational cottages,mobile homes,and year- round residences for private use are not to be considered as public recreational facilities,and the lands on which these private facilities are to be developed are not to be included within the proposed project boundary. Report on Aesthetic Resources A report will be prepared that describes the aesthetic resources of the proposed project area;the expected impacts of the project on these resources;and the mitigation,enhancement,or protection measures proposed.The report will be prepared following consultation with federal, state,and local agencies having managerial responsibility for any part of the , project lands or lands abutting those lands.The report will contain: 1.A description of the aesthetic character of lands and waters directly and indirectly affected by the proposed project facilities. 2.A description of the anticipated impacts on aesthetic resources from construction activity and related equipment and material,and the subsequent presence of proposed project facilities in the landscape. 3.A description of mitigative measures proposed by the Alaska Power Authority,including architectural design,landscaping,and other reasonable treatment to be given project works to preserve and enhance aesthetic and related resources during construction and operation of proposed project facilities. 24 €.C 4.Maps,drawings,and photographs sufficient to provide an understanding of the information required under this subparagraph.Maps or drawings may be consolidated with other maps or drawings required in Exhibit E. Report on Land Use A report will be prepared that describes the existing uses of the proposed project lands and adjacent property,and those land uses which would occur if the project is constructed.The report will reference the discussions of land uses in other sections of this exhibit.The report will be prepared following consultation with local and state zoning or land management authorities,and any federal or state agency with managerial responsibility for the proposed project or abutting lands.The report will include: 1.A description of existing land use in the proposed project area, including an identification of wetlands,floodlands,or prime or unique farmland as designated by the Soil Conservation Service of the U.S.Department of Agriculture,the Special Area Management Plan of the Office of Coastal Zone Management,National Oceanic and Atmospheric Administration,and lands owned or subject to control by government agencies. 2.A description of the proposed land uses within and abutting the project boundary that will occur as a result of project development and operation. 3.Aerial photographs,maps,drawings or other graphics sufficient to show the location,extent,and nature of the land uses. Alternative Locations,Cesigns,and Energy Sources An environmental assessment will be prepared addressing the following: 25 1.Alternative sites considered in arriving at the selection of the project site. 2.Alternative facility designs,processes,and operations that were considered and the reasons for their rejection. 3.Alternative electrical energy sources such as gas,oil,coal,and nuclear-fueled power plants;purchased power or diversity exchanges;and other conventional and pumped -storage hydroelectric plants. 4,The overall consequences if the license application is denied. This environmental assessment will be prepared by Woodward-Clyde.Dryden &LaRue will participate regarding the Jocation of the transmission line from the Bradley Lake Hydroelectric Project to the proposed Homer Electric line. Some limited participation is anticipated by R&M Consultants concerning the previously studied alternatives. List of Literature A list of all publications,reports,and other literature which were cited or otherwise utilized in the preparation of any part of the environmental report will be prepared. EXHIBIT F -GENERAL DESIGN DRAWINGS General Design Drawings will be prepared of the principal project works as described in Exhibit A and in supporting information used as the basis of design.Exhibit F will be prepared to be preliminary in nature and the License Application shall so state.Drawing sizes and formats shall conform to the latest FERC guidelines. 26 The drawings will show all major project structures in sufficient detail to provide a full understanding of the project,including: Plans (overhead view) Elevations (front view) Profiles (side view) Sections Preliminary design drawings will be submitted with the application. The final Exhibit F is not included in this Scope of Work. A Preliminary Supporting Design Report will be prepared furnishing supporting information to demonstrate that existing and proposed structures are safe and adequate to fulfill their stated functions;this information must be submitted in a separate report at the time the application is filed.The report will include: An assessment of the suitability of the site and the reservoir rim stability based =on geological and subsurface investigations,including investigations of soils and rock borings and tests for the evaluation of all foundations and construction materials sufficient to determine the location and type of dam structure suitable for the site. Copies of boring logs,geology reports,and laboratory test reports.(The Alaska Power Authority will duplicate existing reports for submittal to FERC.) An identification of all borrow areas and quarry sites and an estimate of required quantities of suitable construction material. Stability and stress analyses for all major structures and critical abutment slopes under all probable loading conditions, including seismic and hydrostatic forces induced by water loads up to the Probable Maximum Flood as appropriate. 27 The basis for determining seismic loading and the Spillway Design Flood in sufficient detail to allow an independent staff evaluation. 4,The Final Supporting Design Report will be submitted at the time the final Exhibit F is submitted and is not included in this Scope of Work. The Preliminary Exhibit F and the Preliminary Supporting Design Report will be prepared by SWEC. EXHIBIT G -PROJECT MAPS Project maps will be prepared by R&M Consultants in accordance with the FERC requirements for Exhibit G and in the required size and format. Multiple sheets will be required.Sheets will be numbered consecutively,and each sheet will bear an insert sketch showing the entire project and indicating that portion of the project depicted on that sheet. The project maps will show: 1.Location of the project and principal features.The maps will show the location of the project as a whole with reference to the affected stream or other body of water and,if possible,to a nearby town or any other permanent monuments or objects such as _roads, transmission lines,or other structures that can be noted on the map and recognized in the field.The map will also show the relative locations and physical interrelationships of the principal project works and other features described in Exhibit A and shown on drawings in Exhibit F. 2.Project boundary.The map will show a project boundary enclosing all of the principal project works and other features described in 28 C.C Exhibit A and shown on drawings in Exhibit F.Accurate survey information will not be available at the time the license application is filed;a tentative boundary will be submitted.The boundary will enclose only those lands necessary for operation and maintenance of the project and for other project purposes,such as flowage,public recreation,shoreline control,or protection of environmental resources.The boundary on land covered by a public land survey will be shown on the maps at sufficient points to permit accurate platting of the position of the boundary relative to the lines of the public land survey.The lands which are not covered by a public land survey will be described by the best available legal description of the position of the boundary, including distances and directions from fixed monuments or physical features if possible.The boundary will be described as follows: Impoundments.The boundary around a project impoundment will be not more than 200 feet (horizontal measurement)from the exterior margin of the reservoir,defined by the normal 'maximum surface elevation,except where deviations may be necessary in describing the boundary according to the method used,or where additional lands are necessary for project purposes,such as public recreation. Continuous features.The boundary around linear project features such as access roads,transmission lines,and conduits will be described by specified distances from center lines.The width of such corridors will not exceed 200 feet unless good cause can be shown for a greater width.Several sections of a continuous feature will be shown on a single sheet,with information showing the sequence of continuous sections. 29 fo,iS i aCyase Noncontinuous features.The boundary around noncontinuous project works such as dams,spillways,and powerhouses will enclose only those lands that are necessary for the safe and efficient operation and maintenance of the project,or for other specified project purposes such as public recreation or protection of environmental resources. The boundary will be described by a combination of the following methods: (i)Contour lines. (ii)Specified courses and distances. (iii)If the project lands are covered by a public land survey,lines upon or parallel to the lines of the survey. Federal lands.Public lands and reservations of the United States ("Federal Lands")that are within the project boundary,such as lands administered by the U.S.Forest Service,Bureau of Land Management,or National Park Service,or Indian tribal lands,and the boundaries of those federal lands,will be identified as such on the maps by: Legal subdivisions of a public land survey of the affected area (a protraction of identified township and section and section lines is sufficient for this purpose). °The federal agency,identified by symbol or legend,that maintains or manages each identified subdivision of the public land survey within the project boundary. Non-federal lands.For those lands within the project boundary not previously identified,the maps must identify by legal subdivision: 30 Lands owned in fee by the Power Authority and lands that the Power Authority plans to acquire in fee. Lands over which the Power Authority has acquired or plans to acquire rights to occupancy and use other than fee title, including rights acquired to be required by easement or lease. REM Consultants will locate the project boundary and will provide the base data for the legal description prepared under Exhibit A by SWEC. Subsequent to the application filing,there may be changes to the project boundary.If changes should be required,the Alaska Power Authority will need to submit,following the completion of project construction,a final Exhibit G showing the extent of the changes.This work is not included in this Scope of Work.Also,no field surveying work is included in this Scope of Work. TASK 56 -MOOSE POPULATION DATA COLLECTION This task covers efforts to collect information on moose migrations during the fall/winter of 1983.The task objective is to document,through aerial observations,the pattern of moose activity in the upper Bradley Reservoir drainages during the fall migration and wintering seasons.Observations will be concentrated during the fall migration,with some observations occurring throughout the winter to assess winter use of the area.A total of 35 separate observations between the date of authorization to proceed and late April 1984 are budgeted.Observations will be made from a fixed-wing aircraft. 31 APPENDIX C ARTICLE C-14 SERVICES -Add the following tasks to paragraph (b): Task No. 50 51 52 53 54 35 56 Description Project Management and Administration Preparation of FERC License Application a.Initial Statement $0 b.Exhibit "A"4,100 c.Exhibit "B"18,072 d.Exhibit "C"2,543 e.Exhibit "D"10,552 f.Exhibit "E"96,335 g.Exhibit "F"39,864 h.Exhibit "G"0 Preparation of Environmental Input to FERC License Application Participation in Agency Consultation Process for Transmission Line Routing a.Transmission Line $1,000 b.Consultation 4,175 Participation in Agency Consultation Process for Construction Facilities,and preparation of Exhibit G a.Exhibit "G"$22,836 b.Consultation 4,658 FERC Coordination Moose Population Data Collection Subtotal Amendment No.1 And revise the total to "$2,183,250." 32 Amount $177,248 131,466 279,730 5,175 27,494 28,776 36,101 $686,050 C C: ARTICLE C-14 SERVICES (Continued) Paragraph (c)delete on line 5 "October 1,1983"and add "October 24,1983" also add "submit FERC License Application and Preliminary Supporting Design Report to the Alaska Power Authority on February 1,1984". Add the following new paragraph (d) (d)"The Contractor shall perform no work,or incur any costs,under tasks 53b,54b and 55,without prior written approval of the Alaska Power Authority.Such approval shall be requested in writing by the Contractor seven (7)days in advance of the anticipated requirement to perform work under these tasks.The request shall describe the work to be performed and the amount necessary for performance.The Alaska Power Authority will issue approval or disapproval in writing within five (5)days after receipt of the Contractor's request.Under no circumstances shall the contractor incur costs in excess of the total of the cumulative amounts so approved,subject to Article C-15 of this contract.” ARTICLE C-15 LIMITATION OF FUNDS On the last paragraph delete "$1,497,200."and add "$2,183,250." ARTICLE C-23 ATTACHMENTS C-2 -Add "SWEC salary rate ranges and personnel classification as of October 1,1983. C-3 -Delete "SWEC computer and reprographic rates"and add "SWEC computer and reprographic rates dated August 22,1983." 33 C,aawa All other terms and conditions of the contract remain unchanged. Stone &Webster Engineering Corp. By Robert ConlonVicePresident Date September 23,1983 Approved Department of Commerce and Economic Development By Date Original Contract $1,497,200 Amendment No.1 686,050 $2,183,250RevisedTotal 34 Alaska Power Authority By Eric P.Yould Executive Director Date Approved Department of Administration By Date ATTACHMENT NO.C-2 SWEC SALARY RATE RANGES AND PERSONNEL CLASSIFICATION AS OF 10/1/83 Personnel Salary Rate Ranges Classifications (Including Holiday and Vacation Allowances) Low High A 23.00 73.00 B 19.00 47.00 Cc 16.00 44.00 D 14.00 44.00 E 14.00 40.00 F 10.00 35.00 G 8.00 32.00 H 7.00 28.00 I 5.00 19.00 J 4.00 14.00 Thes rates are subject to change annually on October 1,1983. August 22,1983 ATTACHMENT NO.C-3 STONE &WEBSTER ENGINEERING CORPORATION BILLING RATES FOR COMPUTER GRAPHICS,CADEPS AND MICRO COMPUTER The above noted cost centers will utilize the following rate structure for services performed.These rates are subject to revision. Rates Computer Graphics All Inclusive $30.00 per hour CADEPS Connect Time 30.00 per hour Data Terminal (VT100)Service 10.00 per hour Disk Storage .006 per block average per month Plotted Output .75 per page Micro Computer (IBM PC-100) All Inclusive except communication modems which are billed at cost.250.00 per month * Items changed since the previous rate schedule are indicated by an "*". August 22,1983 STONE &WEBSTER ENGINEERING CORPORATION COMPUTER CHARGES The following rates for the Engineering Computing Center are currently charged and are subject to revision: Rates DATA ENTRY SERVICE - KEYPUNCHING AND VERIFYING $8.50/hour IN-HOUSE COMPUTER -3081,4341 See Attachment Al CALCOMP PLOTTING $65.00/hour TEXT TERMINAL SERVICE Connect Time $2.00/hour Document Storage $.004/PSR/night Output Units $.002/unit a.Printed Output b.Archiving Out Cc.Archiving In INPUT TERMINAL SERVICE Connect Time $2.00/hour Document Storage $.004/PSR/night Output Units $.002/unit a.Archiving Out b.Archiving In CALMA SYSTEM $30.00/hour WANG SYSTEM $8.71/hour IBM Display Writer (all inclusive except communications modems which are billed at cost)$400.00/month * Items changed since the previous rate schedule are indicated by an "*". -1- Al ECC -IN-HOUSE COMPUTER RATES Input Cards Read Punched Output Printed Output -1-Part Paper Printed Output -4-Part Paper Temporary Data Set Usage Permanent Data Set Usage Tape Mounts CPU Usage Rate EXCP Charge Non-prime Shift Discount Minimum Executed Step Charge - Prime Shift Minimum Executed Step Charge - Non-prime Shift Priority CPU Usage Rate Increment DATA STORAGE CHARGES Disk Data Set Storage -3350 Tape Storage ADDITIONAL ON-LINE APPLICATION CHARGES TSO Connect Time CICS Connect Time VM Connect Time oN$.003 each $.005 each $.001/line $.003/line $.07 each $.25 each $.80 each $3,400/hour .0027 seconds added to CPU time $.45 $2,800/hour * $.08/track/week $.35/reel/week $15.00/hour $1.50/hour $1.50/hour Items changed since the previous rate schedule are indicated by an "*". August 22,1983 STONE &WEBSTER ENGINEERING CORPORATION REPROGRAPHICS RATE SCHEDULE The following rates for reprographics and related services are currently charged and are subject to revision: DIAZO SECTION Rates Diazo Prints $.07 per sq.ft. Diazo Folding .15 each print Diazo Collating .03 each print Sepia .20 per sq.ft. Sepia Mylar ./0 per sq.ft. PHOTOGRAPHIC SECTION Mylar Washoff Process Prints Autopositives Camera Film Contact Photographs Negative Photographic Film .90 per sq.ft. .0O per sq.ft. .0O per sq.ft. .50 per sq.ft. .00 per sq.ft. .f5 per sq.ft.aoARWANNHAWNWAlo)oOPhotographic Enlargements per sq.ft. Microfilm Enlargements -Paper .0O per sq.ft. Microfilm Enlargements -Mylar .0O per sq.ft. Contact Negatives .0O per sq.ft. 35 MM Slides .00 each Overhead Visual Mounting .75 each Passport/Visa Photographs .00 per set of 2 Photographer 45.00 per hour DUPLICATING SECTION Duplicating Sulphite Bond -8-1/2"x 11" 1-50 copies per original .06 each Sulphite Bond -8-1/2"x 11” each additional 50 copies or fraction thereof per original .70 Sulphite Bond -11"x 17” 1-50 copies per original .14 each Rates DUPLICATING SECTION (CONT'D) Duplicating (Cont'd) Sulphite Bond -11"x 17" each additional 50 copies or fraction thereof per original $1.50 60 Ib.Bond -8-1/2"x 11" 1-50 copies per original .08 each 60 Ib.Bond -8-1/2"x 11” each additional 50 copies or fraction thereof per original °.80 60 Ib.Bond -11"x 17" 1-50 copies per original .18 each 60 Ib.Bond -11”x 17" each additional 50 copies or fraction thereof per original 1.70 Strathmore Bond -8-1/2"x 11" 1-50 copies per original ..12 each Strathmore Bond -8-1/2"x 11" each additional 50 copies or fraction thereof per original 1.40 Xerox Color Print .90 each Xerox Film or Labels .45 each 2080 Bond Copies (Formerly 1860).(5 per sq.ft. 2080 Vellum Copies (Formerly 1860)1.00 per sq.ft. PLANOGRAPH Sulphite Bond -8-1/2"x 11" plate plus 100 copies or fraction thereof 11.50 Sulphite Bond -8-1/2"x 11" each additional 100 copies or fraction thereof 2.50 Vellum -8-1/2"x 11" plate plus 100 copies or fraction thereof 20.00 Vellum -8-1/2"x 11" each additional 100 copies or fraction thereof 9.00 Sulphite Bond -11"x 17" plate plus 100 copies or fraction thereof 20.00 PLANOGRAPH (CONT'D) Sulphite Bond -11"x 17" each additional 100 copies or fraction thereof Vellum -11"x 17" plate plus 100 copies or fraction thereof Vellum -11"x 17" each additional 100 copies or fraction thereof Sulphite Bond -11"x 23" plate plus 100 copies or fraction thereof Sulphite Bond -11"x 23" each additional 100 copies or fraction thereof Vellum -11"x 23" plate plus 100 copies or fraction thereof Vellum -11"x 23” each additional 100 copies or fraction thereof COLOR PRINTING 8-1/2"x 11"-Each Color plate plus 100 copies or fraction thereof 8-1/2"x 11"-Each Color each additional 100 copies or fraction thereof 11"x 17"-Each Color plate plus 100 copies or fraction thereof 11"x 17"-Each Color each additional 100 copies or additional fraction thereof 11"x 23"-Each Color plate plus 100 copies or fraction thereof 11"x 23"-Each Color each additional 100 copies or fraction thereof INDEX TAB SHEETS 100 copies or fraction thereof $5.00 40. 18. 32. 35. 20. 25. 35. 45. 10. 00 00 00 .00 00 00 00 .00 00 .00 00 00. .00 Rates DECALS Plate plus 100 copies $20.00 or fraction thereof MYLAR 8-1/2"x 11"-100 copies or fraction thereof 30.00 11"x 17"-100 copies or fraction thereof 60.00 11"x 23"-100 copies or fraction thereof 75.00 BINDERY Collating -per 50 sheets or fraction thereof -.30 Punching -per 50 sheets or fraction thereof .30 Offset Folding -per 50 sheets or fraction thereof .30 Stapling per set .O5 Inserting and Booking per page or book .35 19 Hole Binding per book 1.50 Acco Cover Books per book .1.50 Plastic Packaging per package .30 Hand Bindery Work per hour 15.00 MICROFILM SECTION 35 MM Microfilm Aperture Cards 35 MM -80 each | Roll Film .25 per frame Duplicate Silver Aperture Cards .(0 each Duplicate Aperture Cards .20 each 35 MM Microprints .90 each Microprints on Vellum 1.00 each 16 MM Microfilm Film Processing per roll 1.50 each Roll Film 40.00 each 16 MM Cartridges 42.50 each Cartridges only 3.00 each Splicing 9.00 each Cartridge Loading 1.00 each Duplicate Silver Film per 100 ft.or fraction thereof 12.50 MICROFILM SECTION (CONT'D) Microfiche Original Fiche Duplicate Silver Fiche Duplicate Fiche Reader Printer Copies COM Fiche Embossed Plastic Plates Printed Blanks GRAPHICS SECTION * Diazo Transparency Film 8-1/2 x 11 Technisheen Covers 8-1/2 x 11 9x 12 3M Transparent Color Key 10 x 12 3M Opaque Color Key 10 x 12 I.N.T.8-1/2x11 11 x 14 35 MM Kodalith Color Slide Black &White or Color Prints (processing only) Camera (Pos One) Color Prints Color Transparencies 8-1/2 x 11 Rates hnWO.00 .40 .00 .00 .00 .00 .50 each .39 .25 .40 5 each each each each each set of 4 each set of 4 sheet * sheet * sheet * sheet * sheet * sheet * sheet * roll * roll * roll * each * each * each * each * Items changed since the previous rate schedule are indicated by an *. -5- (C : - STATE OF ALASKA AMENOMENT TO CONTRACT Department of Commerce &Economic Development/Sut 3/uv Alaska Power Authority ATN No.83-0502 This agreement is Amendment No.2 to the Professional Services Contract between the State of Alaska,Department of Commerce &Fconomic Development and Stone &Webster Engineering Co. Previous Period of Performance 4-15-83 to 3-31-84 Commodity Code Type 7301 .Enc.Doc/AV#ccO8-3132 -- In accordance with the provisions of the above referenced contract,the parties to that contract agree that the services to be performed by the contractor under the contract are amended as follows: Original Contract $1,497,300 Amendment No.Il 686,050 Amendment No.2 No Cost Total $2,183,350 Extend Completion Date to Collect Data for the FERC License Application. The period of performance under the contract is extended by 60 Days to ;6-1-84 .In full consideration of the contractor's overformance under this amdnement,the State shall pay the contractor $No Additional CostAllothertermsofthecontractremainineffect. This amendment has no effect until it is approved by the Department of Administration. CONTRACTOR Hone&Webster EngineeringeparTMENT Alaska Power Authority7))L, Robert y Conlon Larry D/Crawford so Aw PR Date 3-«S-6 Office of the Commissioner Approval Date 4-4 -$Y OR Wi Eauarecis FIsk [if LOY EYSufficientfundshavebeenTHEDEPARTMENTOFADMINISTRATION appropriated and are avail- able for the amount of this Approval by PPP OVEDSignaturei4 | i amendment, 2 Ud oun.Budget Officer i _3,THS-CONTRACT REVIEW COMMITTEE ; °Title APR 1.0 1984 Date wey Te ae oer cgggnoerereaa1956/154 4 Vendor No.Amendment No. SWE316 3 STATE OF ALASKA ; Commodity Gade Tipe 7301 AMENDMENT TO PROFESSIONAL SERVICES CONTRACT |S*ovmbrance Doe:NovAV No.CCO08-3132 ATN Number 83-0502 This agreement is between the State of Alaska, Oepartment of Commerce &Economic Development hereafter,the State,and Contractor Stone &Webster Engineering Corporation hereafter,the Contractor Mailing Address Street or P.O.Box City State Zip Code 245 Summer Street Boston Massachusetts 02107 Previous period of performance Amended period of performance FROM:4-15-83 To:6-1-84 FROM:6-1-84 To:8-1-84 Previous amount of contract This amendment is for This amended contract shali not exceed a total of $2,183,350.$50,000 $2,233,350. In accordance with the provisions of the above referenced contract,the parties to that contract agree that the services to be performed by the con- tractor under the contract are amended as follows:(Use reverse for continuation of amended provisions if necessary.)ded Scope of work:TASK 58 Whén directed by the Contracting Officer or the APA Project Manager,the contractor shall 1.Reproduce additional copies of the FERC license application. 2.Assemble and reproduce an addendum'to the FERC license application. 3.Distribute FERC license applications and addendums if any,to mailing list to be provided by FERC through the APA, Quantities of the above documents will be established at time the directive to proceed with the work is given.For the amount of $50,000 allocated for this Amendment,it is estimated tt 75 copies of the present FERC License Application can be reproduced and furnished. ...ce to be paid for this additional work will be actual costs of assembly,reproduction, and distribution plus mark ups and fees established by this contract but not to exceed$50,000. In full consideration of the contractor's performance under and including this amendment,the State shall pay the contractor a new total not toexceed$29 2335 350. The period of performance under this contract is increased by 60 days to _8-1-84 Except those provisions inclusive to this amendment,all other terms and conditions of the contract remain in effect. IN WITNESS WHEREOF the parties hereto have executed this amendment.Certified Funds Available D (Leen S/ig Jeu CONTRACTOR STATE Name of Firm Division of Stone &Webster Engineering Corporation Alaska Power Authority_ Signature of Authorized Representative Date oeofjectDirectorMicdpedl SaOG?Platt Whey IS,19 PY SE4TypedorPrintedNameofAuthorizedRepresentative7,Typed orSane of Project DirectorJ.J.M.Plante Larry D.Crawford Title Title Vice President Executive Director APPROVAL BY THE CONTRACTING AGENCY APPROVAL BY THE DEPARTMENT OF ADMINISTRATION NOTICE!This certifies the avgM&bility of funds.|am aware that certifying false,inaccurate,or misleading documents consptutgs an unsworn falsification punishable under AS 11.56.210.se Signature of Head of Confaciforpocncy oF Designee ;. T 'Printed Name of Authorizing Official KJUN |1984 | tRrdA.Lyon Title z | Commissioner ; Date arrae:»EY THE CONTRACT REVIEW COMMIT:5-31-24 etsy Lectin:LbNOTICE!This amendment has no effect until It is approved by the Department of Administration' Qe STATE OF ALASKA DEPARTMENT OF ADMINISTRATION REQUEST FOR APPROVAL OF CONTRACT OR AMENDMENT CHECK ONE: C)Initial Contract %Amendment 1.TYPE OF CONTRACT (CODES):ATN NUMBER: 7301 83-0502 2.CONTRACT AMOUNT:2a.AMENDMENT AMOUNT:3.ENCUMBRANCE DOCUMENT NO. (Document must be attached) $2,183,350 $50,000 CCO08-3132 4.CONTRACT PERIOD:BEGINNING DATE:ENDING DATE:AMENDED DATE: 4-15-83 6-1-84 8-1-84 REASON FOR AMENDMENT: Added Scope of work: provided by EREG through the APA. Reproduce additional copies of the FERC License Application,Assemble and Reproduce an Addendum to the FERC Application and Distribute to addressee on the mailing list 4a.VENDOR CODE NO.4b.FEDERAL TAX 1.0.NO.(SSN or EIN): |SWE 316 £041875140 §.SOLICITATION INFORMATION: Notice placed in Alaska newspapers of general circulation?YES {J NO GS &S Professional Services Register used?C Yes [ONO Other (Specify) 6.PROCUREMENT METHOD USED: Formal Request for Proposal Issued?OO YES O NO Informal Request for Proposal Issued?O YES OC)NO Letter of Interest and Qualification Issued?0 YES O NO Alternative Procurement Method (Specify): =__. Was contractor selected based solely on point system?YES ONO v |certify that allAne above is true and |have complied with all the requirements.|SINaTURE (Head "Tee acti g Agency)DATEHf5-3)-84RichardA.Lyon CONTRACTING AGENCY Alaska Power Authority 02-092 (REV 3.83) \to_4 C -Vendor No.Amen timer?*c.| a,|'SWE316 a STATE OF ALASKA Commodity Gode Typ0 seem 7301 AMENDMENT TO PROFESSIONAL SERVICES CONTRACT |Srcumtrance O0e:NovAV No.CC08-3132 ATN Number 83-0502 This agreement is between the State of Alaska, Oepartment of Commerce &Economic Development hereafter,the State,and Contractor Stone &Webster Engineering Corporation hereafter,the Contractor Mailing Address Street of P.O.Box City State Zip Code 245 Summer Street Boston Massachusetts 02107 Previous penad of pertormance Amended penod of pertormance rrom:.4/15/83 TO:8/1/84 FROM:8/1/84 TO:7/1/85 Previous amount of contract This amendment is tor This amended contract snuii not exceed a totai of $2,233,350 $4,034,200 $6,267,550 In accordance with the provisions of the above referanced contract,the parties to that contract agree that the services to be performed by the con-tractor under the contract are amended as follows:(Use reverse tor fon of 9 its y) 1)Added Scope of Work: Phase 1 -Licensing Support and Coordination,as per Appendix B this Amendment. 2)Cost of Services 60 Original Contract $1,497,300 Amendment No.1 686,050 Amendment No.2 No Cost Amendment No.3 50,000 Amendment No.4 4,034,200 - TOTAL $6,267 550 ¥yO in full consideration of the contractor's performance under and including this amendment,the State shall pay the contractor a new total not toexceed$6,267,550" The period of performance under this contract is increased by 11_months to 7-1-85 Except those provisions inclusive to this amendment,ail other terms and conditions of the contract remain in effect. IN WITNESS WHEREOF the parties hereto have executed this amendment.Certified Funds Avoilcble t At Qasm _6/2 7/84 CONTRACTOR STATE 40 A.Kese Why Wy Name of Firm Division of nd Stone &Wetste?Engineering Corporation Alaska Power Authority . Signature of Aythoriz fort ative Oate Nin,t Le DateLeaha6-19-69 e/24/Ef Typed or Arinted Name/ot Authonzed Representative higlrg MLofProject Oiregty 4 Uf Robert J.Konlon *'Larry D.eevanae Title Title Vice President Executive.Dixe. ONitAPPROVALBYTHECONTRACTINGAGENCY|caTET weNOTICE!This certifies the availability of funds.|arn aware (fat certifying faise,inaccurate,or ThSR,9 tee an omta e under AS 11.56.210, Signature of Head of Contracting Agency of Designee iae JUL 101984 of Printed Name of Authorizing Official '|a hanaffi Lyon ce Title EV THE CONTRACT REVIEW COMMITicc a Mier dle gq {o ley -, l -;NOTICE!This amendmentfies no effect until It is approved by the Department of Administration i AMENDMENT NO.4 The following Amendment to Contract CC08-3132,dated April 15,1983,for the Bradley Lake Hydroelectric Project between Stone &Webster Engineering Corporation (SWEC)and the Alaska Power Authority is hereby agreed to: ARTICLE 3 -PERIOD OF PERFORMANCE Change the End Date from 8-1-84 to 7-1-85 APPENDIX B:SCOPE OF WORK Add the following: Appendix B "-Exhibit A -Phase 1 Survey Control "-Exhibit B Phase 1 Licensing Support and Coordination Phase 1 Transmission Line "Exhibit C -Phase 1 Geotechnical Investigations "-Exhibit D Phase 1 Environmental Activities The detail scope of work is described on pages B-1 through B-23 in this Amendment No.4. B-1 C Sheet 1 of 6 May 1984 APPENDIX B -SCOPE OF WORK PHASE |-LICENSING SUPPORT AND COORDINATION BRADLEY LAKE HYDROELECTRIC POWER PROJECT GENERAL This scope of work includes the furnishing of labor,material,and services and the performance of the work ,as outlined herein,by the Contractor and its Subcontractors,all as required by the Power Authority to gather and assess additional data on project site conditions in support of the Federal Energy Regulatory Commission (FERC)License Application.The scope cf work will include resolvement of questions,supplying additional supplemental information in response to FERC identified deficiencies and other activities and tasks that become necessary in order to comply with and obtain a FERC license for the Bradley Lake Hydroelectric Power Project. Ie is difficult to assess the specific requirements that could develop as a result of FERC review of the Application.The work to be performed,which is directly related to this FERC review process,will greatly depend upon the FERC's:review of the Application for License and requirements and findings resulting from such review.Therefore,in scoping out the services to be included under the Phase 1 work effort,the Contractor and its Subcontractors have developed their scope of work on past experience; feedback information from recent agency meetings and consultations;and on certain anticipated areas where additional information and/or further clarification or data collection may be anticipated to reasonably be requested by FERC.'The extent of the Contractor's work shall be limited only by the availability of funds designated for this purpose. The Contractor shali,during this licensing period,have prime responsibility for the work described herein.The organizations listed below will be subcontracted by the Contractor for providing the services, as specified: Organization Location Services Noodward-Clyde Anchorage Environmental R&M Consultants Anchorage Construction Facilities Dryden &LaRue anchorage Transmission System R&M Consultants Anchorage Geotechnical In addition,this scope of work includes the furnishing of labor,material, and services and the performance of the work,as outlined herein,%y the Contractor,all as required to obtain necessary permits and licenses other than the FERC license. Sheet 2 of § Mav 1984 The Contractor shall carry ouc a substantial amount of its efforts from its Anchorage,Bradley Lake Project Office.Some support will be required from Contractor's headquarters office. SPECIFIC SCOPE OF WORK Task 1 -FERC License Coordination The Contractor's Deputy Project Manager of Engineering and Design and License Coordinator shall respond to the requirements of this task bv communicating,exchanging of information and coordinating the logistical and tachnical support,all as required in response to FERC inquiries for clarification,supplemental information and for the resolvement of deficiencies.The License Coordinator shall have the responsibility for this task.He will utilize other project personnel to initiate corrective actions,provide the Power Authcrity and FERC with expert consultants who are familiar with the project,initiate any studies that might be required, document studies,and provide technical text to amend the application.[In addition,the Licensing Coordinator will be responsible cto provide liaison between the Power Authority -Project -FERC and,when appropriate, affected agencies and public groups.Scheduling of efforts and tasks needed for the timely development of responses will be the responsibility of the Licensing Coordinator. Task 2 -Engineering Support -FERC License and Other Permits - The performance of this task reauires che support and services of the Contractor and two of its Subcontractors,R&M Consultants and Dryden & LaRue.As such,the task has been divided ineo three sub-tasks,as follows: Task 24 -Contractor's Engineering Support caEy|ERC License: This sub-cask includes the Contractor's efforts and professional services, as required,for the performance of engineering studies,development of conceptual designs,acquisition of data,data review,and development of supplemenral information reports responding to FERC requests for additional technical information and deficiencies. The .Contractor shall provide to che Power Authority and FERC,expert consultants who are familiar with the proiect,initiate any studies that mignt be required,document the studies,and provide the technical text needed co amend the Applicartiou to correcr deficiencies.The availability of these personnel and services would also be extended to the Power Authority in response to or consultation with interested agencies and/or public groups.Technical resyonses will be developed within 60 days for submittal to the Power duthority.The FERC responses will be reviewed and submitted bv the Power authority.The Contractor will prepare the appropriata documents for Power Authority's review and use. Sheet 3 of 6 May 1984 The Contractor's scope of services under this sub-task has been based on providing the following: l.Expert consultation and testimony to FERC. 2.Preparation of supplemental information on the Probable Maximum Flood and the handling of this flood. 3.Preparation of a supplemental information on the Project Design Flood and the handling of this flood.&.Preparation of a supplemental information on alternative modes of project operation to determine peaking operation and peaking-base load operation of the Bradley Lake Project in meeting area energy and capacity needs. 5.Preparation of a supplemental information on project economic evaluation;reflecting the alternative peaking and peaking-base load operational modes of the Bradley Lake Project. 6.Preparation of additional FERC Exhibit F drawings and supplemental information to the Preliminary Supporting Design report (not final Exhibit drawings or the Preliminary Supporting Design Report). 7.Clarifications and/or amplification of FERC Exhibits A and 8 descriptive write-ups. 8.Clarifications and/or amplification of FERC Exhibic D. 9.Clarifications and additional information of Exhibit G (not final Exhibit drawings).: 10.Preparation of reports,data,and information,all'as may be required by the above,including reproduction and issuance of reports,supplemental information,and data. Other Permits,Licenses,and Authorizations: This sub-cask includes the activities required to obtain all the necessarv permits and licenses other than the FERC license.The initial casks will be to develop a work plan for permits to be submitted,to identify additional required permits and to determine che status of existing permits.agency review requirements will be identified and a coordinatad review process established during this phase.Data for input to obtaining permits will chen be prepared based on a schedule of permit submission deadlines.When applicable,this sub-task will include activicies relating to compliance with various conditions sect forth in each permic or license. Work products resulting from the efforts under this sub-cask are:1)List of Project Required Permits and Licenses;2)Permit Applicacion Review Process Report;3)Input Data for the Prapararion of Permits and Licenses; and 4)Status Reports. B-4 Sheet 4 of 6 May 1984 The Contractor is prepared to provide these services to the extent budgeted for in its not -to-exceed cost of services. Task 2B -Survev Control The scope of work to be provided under this sub-task by subcontractor R&M Consultants is detailed in Exhibirc A,attached. Task 2C.-Transmission Line Alignmenc The scope of work to be provided under this sub-cask by subcontractor Dryden &LaRue is detailed in Exhibit B,attached. Task 3 -Geotechnical-Investigations and Suovort Services The performance of this task requires the support and services of the Contractor and its subcontractor R&M Consultants.As such,the task has been divided into two sub-casks,as follows: Task 34 -Contractor's Support Under this sub-task the Contractor will be responsible for providing the technical personnel and services to direct and coordinate the "Geotechnical Professional Services and Field Investigations"program.The Contractor's personnel will be responsible for overseeing the subcontractor's proposed field program in order that scheduling of specific geotechnical investigative efforts will satisfy the project needs and char the work will be performed in a timely and sequential manner.One of the main items of engineering is to evaluate the results of the geotechnical investigation as they are obtained,to determine their impact on the existing project and to adjust the proper designs and investigation accordingly.The technical personnel will te responsible for the Liaison required by project and to the Power Authority,in order to be responsive to FERC inquiries on projectgeotachnicalaspects.These personnel will be responsible for the interpretation of data resulting from the geotechnical investigations efforts,and for the developmenc and distribution of geotechnical reports and criteria.In addition,they will be responsible for the review of subcontractor's billings to ascertain that cime,material,labor,and cost accurately reflect the work performed and are acceptable for payment. Approval for payment will remain a Project Manager responsibilic Task 3B -Subcontractor's Geotechnical Services The scope of work to be provided by R&M Consultants under this suo-cask is given by Exhibit C,attached. Sheer 5 of 6 May 1984 Task 4 Environmental Supvort Services The performance of this task requires support and services from the Contractor and its subcontractor,Woodward-Clyde Consultants,[Inec.As such,the task has been divided into two sub-tasks,as follows: Task 44 =Contractor's Support Under this sub-cask,the Contractor will be responsible for providing support and services for the liaison and coordination of the environmental professional and field services,as required by the performance of the Phase 1 environmental studies. Task 43 -Phase Ll Environmental Study Program The scope of work to be provided under this sub-task is given by Exhibit D, attached, Task 5 Project Management and Administration This task covers the efforts and services required for general project management,administration,and support services necessary to the FERC License Application review,other permits and licenses,implementation and coordination process,which are not allocated to other specific tasks. Activities included in chis task are project scheduling,subcontract administration,project accounting,record maintenance,clerical, coordination with the Power Authority,and other management and general administration work that is required to respond to FERC and other permits and licenses needs as these arise from its review and processing of the License Application. The Principal-in-Charge,Project Manager,Project Clerical and Off-Project Support Services will charge all of their time to this task.These personnel will be supported by the Deputy Project Managers,Chie®Project Estimator and Project Contract Administrator as needed for the performance of their functions. All Contractor's expenses related to the FERC License and other permits coordination and support efforts will be included under this task.Such expenses will cover rent,equipment purchase/lease,travel costs,payroll taxes,communications,mailing,reproduction costs,word processing, computer,and other authorized expenses. C B-6 C: Sheet 6 of 6 May 1984 Monthly Revorts Monthly reports will be prepared to give a narrative of progress including monthly accounting of costs.The monthly accounting of costs wiil include an acctual-type cash flow report for the actual and projected costs by month in tabular form.Items for which invoices have not been received by the end of the preceding month will be estimated for the cash flow report and updated in the next month's report. Management The Contractor's Principal-In-Charge of the work will be in close communication with che Power Authority throughout the course of the FERC license and other permits coordination and support effort. The Contractor's Project Manager,the Deputy Project Manager and License Coordinator,will be available on a day-to-day basis to the Power Authoricy throughout the designated period of Phase lL. Clerical Services Clerical services required by the project to maintain files and to prepare communications,progress reports,technical reports,and supplemental information material will be included in this task. Supporting Services Included under this sub-task will be the supporting on project and headquarter's services such as purchasing,project accounting,and cost and estimate reviews.The cechnical supporting on project and headquarter's staff will charge their time to the applicable licensing coordinating and support tasks. APPENDIX B Exhibit a Sheet 1 of 2 May 1984 SCOPE OF SERVICES PHASE 1 -SURVEY CONTROL BRADLEY LAKE HYDROELECTRIC POWER PROJECT 1.0 INTRODUCTION The efforts and activities outlined below reoresents the scope of work to be provided by Contractor's subcontractor R&M Consultants,Inc.,under Task 28.. 2.0 GENERAL SCOPE OF WORK Phase 1 studies relate to providing the surveying and mapping efforts;the compilation,development,and evaluation of additional physical data;and, the logistics and coordination needs for providing the services and/or collecting the data identified within this Exhibirc 4. 3.0 SPECIFIC SCOPE OF WORK -TASK 23 3.1 PROGRAM MANAGEMENT The program management effort addresses the overall scope of work andprovidesformanagement,clerical,accounting,and other services necessary to support and respondto the administrative needs of the specific work efforts and contract requirements. 3.2 SURVEYS The scope of work is providing the control surveying and mapping efforts required for the project structures and facilities as described in the subsequent sections of this Exhibit 4. 3.2.1 Control Survevs Control surveys will be performed to expand and strengthen the vertical and norizontal control ac the project site in order to provide an accurate correlation and control of all surveys required for the project. The survey control network will be expanded to encompass ali areas reauiring engineering design (glaciers,laka,damsites,cunnel,powerhouse, access roads,camp areas,borrow areas and transmission line)to a ninimum of Third Order Class |specificarions.a4 first order vertical network will be run from the powerhouse vicinity to the main damsice via the general access road corridor,permanent first order benchmarks will be established at the powerhouse,Sheep Point,lower camp,cwo locations along the access corridor and at the main damsite. B-8 ( APPENDIX B Exnibic A Sheet 2 of 2 May 1984 3.2.2 Sita Soecific Tovographv Site specific topographic maps will be developed using conventional electrical survey methods combined with computer data reduction in specific project.areas,including the dam,spillway and quarry areas,diversion dam, camp sites,staging areas,Nuka Glacier diversion and powerhouse area. Scale and contour interval of the mapping will be determined by SWEC Engineers.All mapping will conform to national mapping standards for the specific scale and contour interval. 3.2.3 Barze basin Topogravhv/Bathemetrvy Upland and tideland topography will be obtained by conventional survey technique utilizing .electronic light wave survey instrumentation. Bathemetry will be obtained by simultaneous positioning of a boat mounted recording fathometer from onshore survey control.All field data will be computer processed and mapped at the scale and contour interval as determined by SWEC Engineers. 3.3 ENGINEERING DATA ACQUISITION 3.3.1 Meterological Data The scope of work is the collection of existing data on wind and the reduction and analysis of these data,as they may relate to the design of the dam at Bradley Lake,the project transmission line,and the powerhouse structure. 3.3.2 Barge Basin and Dock Review of existing data and define design loadings and traffic parameters to better establish the general corridor for the access channel,based on such review and onsite visits of the channel area during low tide periods. 4.0 SCHEDULE Phase |management,survey,and engineering data acquisition is scheduled to begin by upon authorization and will extend over a three month period. 5.0 WORK PRODUCTS Survevs Topographic Mans of Specific areas. Engineering Data Operational Instrumentation for Hydrologic Studies APPENDIX B Exhibit B Sheet 1 or 1 May 1984 SCOPE OF SERVICES PHASE 1 =-ENGINEERING SUPPORT -TRANSMISSION LINE BRADLEY LAKE HYDROELECTRIC POWER PROJECT 1.0 INTRODUCTION The efforts and activities outlined below represent the scope of work to be provided by Contractor's subcontractor Dryden &LaRue,Consulting Engineers,under Task 2C., 2.0 SCOPE OF WORK Phase |studies include che services and costs required for the performance of preliminary designs of the two circuit transmission line and to coordinate with the Contractor and its subcontractors on the approximate alignment and location of transmission line structures.This is required under the Phase |geotechnical investigations program (by others)for the location of exploratory borings along the transmission line route. 3.0 WORK PRODUCTS Develop a preliminary map showing approximate location of key transmission line structures for use in the geotechnical investigations program, B-10 (Cvom APPENDIX B Exnibit C Sheet l or 2 May 1984 SCOPE OF SERVICES PHASE 1 -GEOTECHNICAL INVESTIGATIONS BRADLEY LAKE HYDROELECTRIC POWER PLANT 1.0 INTRODUCTION THE EFFORTS AND ACTIVITIES OUTLINED BELOW REPRESENT THE SCOPE OF WORK TO BE PROVIDED BY THE CONTRACTOR'S SUBCONTRACTOR R&M CONSULTANTS,INC.UNDER TASK 3B.THIS TASK SHALL NOT BE INITIATED WITHOUT PRIOR WRITTEN APPROVAL BY THE ALASKA POWER AUTHORITY. 2.0 SCOPE OF WORK Phase L studies include the services and costs required for the performance of geotechnical investigations at each of the project facilities.The work includes technical and administrative management of the study,review and evaluation of previous studies,reports,data -and other information, gathering and developing field and office data,participation in project review meetings,and preparation of a Site Conditions Report. Geologic reconnaissance,hand trenching,seismic refraction surveys, borings and in-situ testing will be used to gather field data.In-situ tests include cone penetrometer,vane shear,rock stress,well pumping, oriented core and permeability measurements.Groundwater levels will be measured in the borings during drilling and in observation wells and piezometers installed in a number of the completed drill holes. Appropriately experienced and qualified engineers/geologists will observe and monitor drilling and sampling investigation efforts.This includes supervising all field sampling and testing,logging and photographing the core and keeping detailed drilling legs of the subsurface conditions encountered.: , Index and engineering properties of various soils,rock and concrete aggregate will be measured by laboratory testing. All surveys necessary to lay out or locate the field work will be performed. R&M Consultants,Inc.provides all camp,logistics and transportation necessary to perform the geotecnnical investigations. C B-11 4 APPENDIX B Exhibit C Sheet 2 of z May 1984 3.0 SCHEDULE The program will begin with planning and office preparation.Field drilling work would start approximately 7 weeks after authorization for the work and would be completed abouc 15 weeks thereafter.The first draft of the Final Site Conditions Report would be submitted to the Engineers approximately 6 months after field work is started. 4.0 WORK PRODUCTS A Site Conditions Report will be prepared thac includes the pertinent informacion and data gathered during the geotechnical investigations program. APPENDIX B Exhibit D Sheet lL of 12 May 1984 SCOPE OF SERVICES PHASE L -ENVIRONMENTAL ACTIVITIES BRADLEY LAKE HYDROELECTRIC POWER PROJECT 1.0 INTRODUCTION The efforts and activities outlined below represent the Scope of Work to be provided by Contractor's subcontractor Woodward-Clyde Consultants,Inc., under Task 4B. 2.0 GENERAL SCOPE OF WORK Phase |studies include three deficiency studies,and three supplemental data request studies.These programs are summarized below with specific scopes-of-work,schedules,and budget estimates for each program provided herein. 2.1 DEFICIENCY STUDIES There are three topics that previous efforts leading to the preparation and submission of the Exhibit E document of the FERC license application did not allow to be addressed in sufficient detail to meer regulatory requirements of the FERC for hydroelectric license applications. These anticipated deficiency studies include: 1)completion of the ground survey for cultural resources; 2)completion of the vegeration map of project lands;and 3)preparation of quantification estimates of impacts to terrestrial resources, Studies objectives and probable start dates are summarized in the following table. These topics are deficient primarily because the current project design has veen modified from that proposed by the Corps of Engineers.Thus,the existing data base for these topics does not cover all project features. Because all three are required by the Exhibit E of the FERC regulations,it is likely that FERC will require completion of these data. APPENDIX B Exhibit D Sheec 2 of 12 May 1984 PHASE |-DEFICIENCY STUDIES Study Topic Objective Start Data Cultural Survey Complete ground inspection Upon of non-surveyed project lands Authorization Vegetation Map Complete mapping of project Upoon lands _authorization Impact Quantification Provide quantification Upon Authorization 2.1.1 Cultural Survey Over 15 miles of transmission line and 2.5 miles of access road have not been surveyed from the ground for the presence of cultural resources.A program designed in consultation with the State Historic Preservation Officer will be conducted in these areas.Discovered resources will be photographed and reported to all appropriate parties. In addition to the ground survey,archival research on the potential historic sites at the Hilmer Olsen fox farm cabins,and the Battle Creek cabins will be conducted to confirm the significance of these sites. Archival work will be conducted at the Pratt Museum in Homer,and with local persons knowledgeable in the historical resources of upper Kachemak Bay. The cultural program requires about 4 weeks to complece including 8 days of field time. 2.1.2 Vegetation Map The vegetation mapping program will complete existing mapping prepared by the U.S.Fish and Wildlife Service in 1980.An area of approximately 30 sq mi remains to be mapped along the transmission line west of the Fox River valley.This map will be prepared using the same classification scheme used by Fish and Wildlife using both aerial photography interpretation and limited ground verification. The mapping effort will require about 4 weeks of effort. APPENDIX B Exhibit.D Sheet 3 of 12 May 1984 2.1.3 Impact Ouantification In 1980 the U.S.Fish and Wildlife Service completed a quantification of terrestrial impacts using the Habitat Evaluation Procedures (HEP). However,since the current project design differs from that assessed using HEP,these estimates are no longer valid. The quantification estimate study will use existing data,and the application of HEP or similar models agreeable to local agencies to re-calculate terrestrial impacts for current project designs.This program can begin at anytime,but should be implemented ac least by May or early June 1984.About 8 weeks will be required for its completion. 2.2 SUPPLEMENTAL DATA REQUEST STUDIES Based upon a review of the Bradley Lake Project,and upon che initial comments of local agencies,there are three supplemental data studies that are necessary to allow more accurate conclusions to be drawn about specific project impacts. These programs and approximate start dates are summarized in the following table. PHASE |--SUPPLEMENTAL DATA STUDIES Study Topic Objective Start Date Water Temperature Establish annual temperature Upon regime for 1)Bradley Lake art Authorization 135 ft depth,2)for North Fork and Middle Fork,and 3)for the lower Bradley River Embrvo Survival Estimate natural survival on Upon lower Bradley River spawning Authorization areas Nuka River Gaging Establish contribution flow Upon from Nuka Glacier to the sauchorization Nuka River APPENDIX B Exhibit D Sheet 4 of 12 May 1984 -2.1 Water Temperature The temperature studies are designed to establish annual temperature regimes at various locations in the project area to provide a basis for predicting project flow temperatures on the lower Bradley spawning beds and in the tailrace channel.Lake temperatures will be measured throughout che year at the 135 fc depth co provide data useful in predicting powerhouse tailrace temperatures.River temperatures will be measured in the North Fork,Middle Fork,and lower Bradley to establish annual temperacurea profiles and predict temperatures of the lower Bradley River flows.The present data base indicates that the temperatures of the project flows in the lower Bradley River during the spawning period may be about 6°,which may influence the numbers of spawning salmon. Temperatures will be recorded using continuous-recording devices at seven locations;three of these locations are currently instrumented for recording temperatures.The program will record temperatures for a complete year.The continuation of this program will be scoped out and budgeted under the Phase 2 studies. 2.2.2 Spawning Bed Embrvo Survival : Salmon embryo survival estimates are necessary to provide information of natural spawning success.Currently there are no data available on spawning success for the lower Bradley River spawning areas.Because of the high spawning flows followed by low incubation flows,it is anticipated in Exhibit E of the FERC application that natural spawning success is low since most spawning areas are probably de-watered and possibly silted during winter flows.Understanding natural spawning success rates could influence discussions of "trade-offs"regarding mitigations of project impacts.This understanding of natural spawning success will also provide the point-of-reference against which future project monitoring of fish use of the lower Bradley can be compared. Standard hydraulic egg pump equipment will be used to gather data. Observations of alive and dead eggs and alevins will be recorded.Fiald work will require one trip of 4 days. 2.2.3 Nuka River Gazing This program is designed to establish the percent contribution of the Nuka Glacier to the lower Nuka River to assess the importance of diverting glacier flows on fish habitat and passage in the lower reaches of the Nuka River.No data are currently available on the propertion of lower Nuka River flow coming from the Nuka Glacier. APPENDIX B Exhibic D Sheet 5 of 12 May 1984 Data will de collected from two continuous recording stations that measure river stage.These will be converted to stream flow using a rating curve based on a series of streamflow measurements.Stations will be located immediately below the Nuka Glacier lake,and near the fish block on the lower river. Stations will be maintained for one year with installation planned for upon authorization.The scope of work and budgec for the continuation of this program will be reflected in the Phase 2 efforts. 3.0 SPECIFIC SCOPE OF WORK -TASK 43 3.1 PROGRAM MANAGEMENT 3.1.1 Objective The management task ensures overall supervisory control and coordination between all study components.This task is also responsible for all administrative and budget controi for the project. 3.1.2 Scove of Work Implementation of this task will include participation at client and applicant management meetings,and attendance at all agency consultation meetings.In addition,this task includes internal coordination of technical design,man-power scheduling and budget accounting for all study components. 3.1.3 Schedule ° This task will be active from the initiation to complerion of all project components.For the implementation of Phase 1 programs proposed herein it is anticipated this task will require a project manager for an average of one-half cime,and a project secretary for an average of one-quarter time from award of contract through completion. 3.2 CULTURAL RESOURCE SURVEY 3.2.1 Objective The primary objective of this pregram is to complete the ground survev of cultural resources on project lands.4 secondary objecrive is to conduct an archival review of the potential historical sites ac the Hilmer Olsen fox farm cabins and Battle Creek cabins.This review will assess the significance,and confirm the identity of all remaining cabins and associated structures at these sites. B-17 ' APPENDIX B Exhibit D Sheet 6 of 12 May 1984 3.2.2 Scope of Work 3.2.2.1 Pedestrian Field Survey Approximately 2.5 miles of access road right-of-way and 15.3 miles of transmission line corridor have not been surveyed for the identification of cultural resources.an intensive pedistrian field survey will be completed for these areas.The lavel of survey intensity,width of corridor to be surveyed,and precise survey methodology will be designed in consultation with che State Historic Preservacion Officer.All identified cultural resources will be photographed,recorded on site record forms,and plotted on USGS 1:63,360 topographic maps.A report will be prepared documenting the method,theory,and resuits of the work suitable for submission to the Office of History and Archaeology.Five copies of the report,including maps,will be submitted to FERC as part of the Exhibit E license document. 3.2.2.2 Archival Research and Informant Interview A potential historic fox farm site is located approximately 350 feet south of the proposed Martin River access road on a tidal slough southwest of Battle Creek.This site may be adversely impacted due to the construction of the proposed access road.Archival research and informant interviews to firmly identify this resource are warranted. Such research will be an initial step in determining the resource's significance and fucure management needs.The archival research will be conducted at the Pratt Museum in Homer.Persons knowledgeable in the historic resources of the Bradley Lake vicinity would also most likely reside in the Homer area.Results will be incorporated into the report mentioned above,The Hilmer Olsen site will be similarly archived. 3.2.3 Schedule This program will begin upon authorization and will require about 4 weeks for completion. 3.3 VEGETATION MAPPING 3.3.1 Background In 1980,the USFWS classified the vegeration of the project area (as defined by the Corps of Engineers)as well as a 0.5 mile wide buffer around the project area.Cover types for most of the mapping were delineated from color infrared aerial photographs and wera field verified.Black and white aerial photographs were used to classify the vegetation east of Bradley Lake including the upper inundacion area. Exnibit D Sheet 7 of 12 May 1984 The classification scheme used for the mapping was devised by Ciereck and Dyrmess (1980).This classification scheme if a four-level,hierarchical system.During the 1980 mapping,vegetation was classified to Level III. The project area and adjacent buffer described by the Corps of Engineers encompasses current project lands except for a 30 sq mi area around the transmission line corridor in the Caribou Hills Region.This is the only portion of the project area that has not been vegetatively mapped. 3.3.2 Objective The principal objective of chis study program is to complete the vegetation mapping of the current project area as required by the FERC regulations. This objective will be accomplished through the execution of two tasks. fe)Delineate vegetation types from aerial photographs. Q Ground verify type boundaries. 3.3.3 Scope of Work Vegetative type boundaries will be delineated on acetate overlays of photographs for the Caribou Hills Regions.The classification will follow chat which was used in the remainder of the project area. Field verification of che type boundaries will occur after the initial mapping is complete.Verification will involve a one-day visit to the site.The investigator will visually check.the boundaries and type designations from the air and,where mosaics of vegetation occur,types will be analyzed from the ground.During this site visit,all corrections will be made on the acetate overlays. The final mapping process will involve incorporating the area mapped during this study into the map that has already been prepared. 3.3.4 Schedule Ie is anticipated thar this program can be completed within a 4 week period. B-19 APPENDIX B exhibic D Sheec 8 of 12 May 1984 3.4 QUANTIFICATION OF TERRESTRIAL IMPACTS 3.4.1 Background During the interagency studies of the COE project,the impacts on the terrestrial environment were quantified using the USFWS Habitat Evaluation Procedures (HEP).Habitat losses were quantified based upon the project designs prepared by the Corps of Engineers.Because current designs have been modified from those proposed by the Corps,the analyses prepared for the Environmental Impact Statement are no longer valid and are not included condinExhibitE of the FERC application. To adequately address the FERC regulations,impacts on terrestrial habitats and wildlife must be quantified.This will be accomplished during this study program. 3.4.2 Objective The primary objective of this program is to quantify the impacts from the project on the terrestrial environment including vegetation,birds,and mammals.This objective will be accomplished through the execution of three tasks. fe)Quantify the amount of habitat occupied by each project facility. fe)Assess the type and areal extent of habitat changes adjacent to project facilities. fe)Evaluate the influences on wildlife populations from the loss of habitat or change in habitar features. 3.4.3 Scove of Work To assess the influences of the project on che terrestrial environment,a quantitative assessment technique will be used.There are two principal quantizicacion techniques currently in use,che Habitat Evaluation Procedures (HEP)developed by USFWS and the Delphi Technique developed ov the Rand Corporation and adapted for use in Alaska by the Susitna Hydroelectric Project team. Both methodologies make use of models co predict the influences of a development.The models are based upon the observed responses of selected species 'co change in habitac characteristics.Estimates of change in population size are then made,based upon the anticipated changes ina habitat f2arures related to project activities. B-20 ast APPENDIX B Exhibit D Sheet 9 of 12 May 1984 Prior to beginning the analysis,meetings will be held with representatives of USFWS and ADF&G to resolve which quantitative assessment technique will be used.This decision will be based,in part,on which models are considered most appropriate for use in the Bradley Lake area..The meetings will also be used to decide which species are to be analyzed.During the USFWS HEP analysis of the Bradley Lake area,fourteen species were initially selected.Due to particularly low abundance in the project area, three of these species were eliminated.For cost purposes we are assuming that a maximum of six indicator species will be chosen. 3.4.4 Schedule Based upon the following assumptions,it is anticipated that this study can be completed in six weeks from initiation in early May.Assumptions include: °A concensus is reached with the agencies on the methodology,indicator species,and models within two weeks. fe)All information needed for input to the models has already been collected, fe)All information relative to habitat characteristics and models can be obtained within one week after a decision has been made on the methodology that will be used. 3.5 WATER TEMPERATURE 3.5.1 Objective The objective of the water temperature studies is to collect data to establish annual temperature regimes at various locations in the project area to providea basis for predicting project flow temperatures on thelowerBradleyRiverspawningbedsand°in the powerhouse tailrace channel. 3.5.2 Scove of Work The program will include maintenance of three existing water temperature stations and installation and maintenance of four new stations.Data collection at the outlet of Bradley Lake,in the North Fork Bradley River, and in the lower Bradley River will be comcrinued to extend the data base in these locations.Continuous-recording temperarure instruments will be installed in the Middle Fork Bradley River ac the site or the USGS gaging station and just upstream of its confluence with the North Fork,in the Nurth Fork just upstream of its confluence with the Middle Fork and in Buadley Lake at a deoth of 135 fr.Data will be reduced to record the mean,minimum,and maximum temperatures on a daily,weekly,and mnonchlv basis.Data will be analyzed further to predict the temperature regimes in the lower Bradley River and the powernouse tailrace during project opgrations. APPENDIX B Exhibit D Sheet 10 of 12 May 1984 3.5.3 Schedule The program will begin with a planning and mobilization effort beginning upon award of contract.New equipmenc will be installed and existing equipment will be serviced.Subsequent trips to service the stations will be conducted in late July 1984,late October 1984,and late March 1985. Data reduction and analysis will be conducted as the data is retrieved from the field.Final analyses and predictions of project flow temperatures will be completed by mid 1985. 3.6 SALMON EMBRYO SURVIVAL 3.6.1 Objective The objective of this task is ta verify the potential of mainstem habitats in the lower Bradley River for production of pink salmon.Many of the potential project benefits to fishery resources relate -to improved conditions for pink salmon. These benefits are based on the assumption that mainstem areas will provide replacement habitat under project operation.This program will provide information regarding th value of mainstem habitat to pink salmon by studying embryo production in the lower river. 3.6.2°Scove of Work Preliminary sampling in the Bradley River have provided conflicting results with regard to presenc pink salmon production.Adults in spawning condition were collected from mainstem habitats indicating some production. However,spring sampling had failed to locate ourmigracing fry indicacing no production.Pre-emergent sampling would provide information regarding both spawning activity and embryo survival in the Bradley River. Areas identified as potential spawning sites will be sampied using a hydraulic egg pump to determine presence of embryos.Ratio of live and dead eggs and alevins will e determined.A subsample of eggs and alevins will be preserved to verify species identification and development stage. Sampling will be conducted at 10-30 locations in each of five pocential spawning areas.The number of samples will depend on che size of the spawning area. Co B-22 Co APPENDIX B Exnibiec D Sheet Ll of 12 May 1984 3.6.3 Schedule Field sampling should occur immediately upon authorization or at about the same time Alaska Department of Fish and Game is conducting similar pre-emerzgent studies in other Kenai Peninsula streams.Similar field sampling would allow Bradley River productivity to be compared to adjacent streams.a final report of sampling results could be prepared immediately, however,the comparisons to other streams will have to wait until ADF&G completes their reports. 3.7 NUKA RIVER GAGING 3.7.1 Objective The objective of the Nuka River gaging is to collect streamflow data sufficienc to quantify the impaces to the Nuka River fisheries from the proposed diversion of Nuka Glacier flows. 3.7.2 Scove of Work The data will be collected continuously by obtaining a continuous record of river stage and converting these data into streamflows using a rating curve based on a series of streamflow measurements.The program includes several elements,The planning and mobilization phase will include one reconnaissance site visit to identify potential gage sites.Two gages are planned:one will be just downstream of the outlet of the proglacial lake and the other will be near the fish blockage.Equipment will be purchased during this phase.The next phase is field installation and data collection.Equipment will be installed at the selected gage sites and Streamflow measurements will be conducted.A minimum of three to four measurements will be made over a range of flows to define a reliable rating curve at each site.The gages will be operated for at least one vear to establish che seasonal changes.The data analvsis phase will include computations to convert river stage into streamflow,evaluate the ratio of glacier streamflow to downstream flows,and assess the representativeness of the collected data.A report will be prepared during the final phase which will present the results of the data collection and analysis phases. 3.7.3 Schedule The program will begin in early spring with planning efforts and a reconnaissance of the site area.Most effort during this trip will be expended at the downstream site.The gage at the lower sita will be installed in early June and the upper site will be investigated for potential site locations.This gage will be installed in late June. Streamflow measuremenrs are planned during each of che installarion trios to the field.additional streamflow measurements and gage maintenance will be conducted in August 1984,and June 1985.The equipmenr will be removed on the last trip if additional data collection is not planned.The final report is scheduled for Ocrobder 1985. &APPENDIX B WORK PRODUCTS Monchly Reports on Project Status Report on Pedestrian Field Survey Findings Report on Archival Research and Informane Interview Mapping of Transmission Line Vegeration Summary Report on Quantification of Terrestial Impacts Summary Report on Water Temperatures Nuka River Gaging Report Exhibit D Sheec 12 of 12 May 1984 APPENDIX -C ARTICLE C-14 SERVICES Add the following tasks to paragraph (b): Task No.Description Amount 1.FERC License Coordination $50,680 2.Engineering Support -FERC License 519,526 and other permits 3.Geotechnical Investigations 2,430,195 4,Environmental Activities 198,335 5.Project Management &Administration 835,464 SUBTOTAL AMENDMENT NO.4 $4,034,200 And revise the total to "$6,267,550". On paragraph (c)Schedule,amend the previous period of performance from August 1,1984,(Amendment No.3),to July 1,1985,for this Amendment No.4, ARTICLE C-15 LIMITATION OF FUNDS On the last paragraph delete "$2,183,250"(on Amendment No.1)and add $6,267,550 ($50,000 for Amendment No.3 and $4,034,200 for this Amendment No.4). All other terms and conditions remain unchanged. °alllnm.og.ET EY PETE STATE OF ALASKA rye Pe Vf bem i } DEPARTMENT OF ADMINISTRATION JUL =21986REQUESTFORAPPROVALOFCONTRACTORAMENDMENTEPART"7 OF COMMERCEnave"Es ane +Oe -O LOGINC OEVELOPMENTrmMOMIMISTRATIVESERVICES CHECK ONE iJ Initial Contract xX Amendment 1,TYPE OF CONTRACT (CODES).ATN NUMBER: __7301 __83-0502 2.CONTRACT AMOUNT-{2a.AMENDMENT AMOUNT.3.ENCUMBRANCE DOCUMENT NO. |(Oocument must be TAY_$2,183,350.00 |$4,034,200 NC0&-313 2 ZAV8S -006S[3 CONTRACT PERIOS.i BEGINNING DATE |ENDING DATE:|AMENDED DATE: I.|4-15-83 |g-1-84 |7-1-85"REASONFOR AMENDMENT Added Scope of Work. Phase |Licensing Support and Coordination,per attached Appendix "B". i 8a,VENDOR CODE NO.Tab.FEOERAL TAX 1.0.NO.(SSN or EIN), | .SWE 316 |£041875140 5.SOLICITATION INFORMATION:N/A Notice placed in Alaska newspapers of general circulation?-]YES Cc NO |GS &S Protessional Services Register used?O YES Li NO i i Other (Specify) | \ { }¢PROCUREMENT METHOD USED: ( |Formal Request for Proposal issued?YES CY NO } Informal Request for Proposal Issued?(3)YES 1 NO 'Letter of Interest and Qualification Issued?-YES »'NO !Alternative Procurement Method (Specify): i Was contractor selected based solely on point system?[2 YES C!NO certify that all the above is true and |have complied with all the requirements.,.LogNATUREeeejoate|CONTRACTING AGENCYy71if|i Dba f EF ;. . ;'Alaska Power Authority*2Richard A'Lyon 'D2-092 (REY 3-83} nd .Venoor No.Amenoment No. |SWE 316 5STATEOFALASKACommoaityCoaeType 7301 Encumorance Ooc.NoJAV No.AMENDMENT TO PROFESSIONAL SERVICES CONTRACT Cc08-3132 ATN Numoer 83-0502 A This agreement is between the State of Alaska, Department of Commerce and Economic Development hereafter,the State,and Contractor Stone &Webster Engineering Corporation hereafter,the Contractor Mailing Address Street or P.O.Box City State Zip Coae 245 Summer Street Boston Massachusetts 02210 Previous pero of pertormance Amenced penod of pertormance From:8/1/84 to.7/1/85 From:7/1/85 to:3/1/86 Previous amount of contract This amendment is tor This amended contract shail not exceed a total of s 6,267,450 s 6,169,900 s 12,437,350 In accordance with the provisions of the above referenced contract,the parties to that contract agree that the services to be performed by the con-tractor under the contract are amended as follows:(Use reverse for tion of d "tl sary.)1)Added Scope of Work:Appendix B -Phase 1 -Part A of Project Engineering and Design 2)Updated Contract Articles:Article C-2,Key Personnel;Article C-9,Notices; Article C-14,Services:Article C-15,Limitation of Funds; and Article C-23,Attachments. 3)Cost of Services: Original Contract $1,497,200 Amendment No.1 686,050 Amendment No.2 No Cost Amendment No.3 50,000 Amendment No.4 4,034,200 Amendment No.5 6,169,900 TOTAL $12,437,350 In full consideration of the contractor's performance under and including this amendment,the State shall pay the contractor a new total not to exceed $_12,437,350 . The period of performance under this contract is increasedidesnersad by _Ficht Months to 3/1/86 Except those provisions inclusive to this amendment,all other terms and conditions of the contract remain in effect. IN WITNESS WHEREOF the parties hereto have executed this amendment. CONTRACTOR STATE Name of Firm Orwiseon of Stone &Sebstar Engineering Corporation Alaska Power Authority2aA Signature of Lauive Date sur Of ec Date aYi6-12-65 |BUODAL (lt7/&s Typed or Printed Mame of Authonzed Representative Types or Printea Name of Prorect DirectorrobertJ.Conlon Robert D,Heath Title Tite Vice President.Executive Director APPROVAL BY THE CONTRACTING AGENCY APPROVAL SY THE DEPARTMENT OF ADMINISTRATION: NOTICE!This certifies the avaitadality of tuncs.|am aware that certifying faise,inaccurate,or ry cmmisleacingdocumentsCons:tutes an unswom falsification punishable under AS 11.56.210.\/hee D=_By)Signature of Head of Contracting A y or Designee wet oem of Printed Name of Authonzng Offrcsal Loren H.Leunsburvy | JUN 25 1985 WfMie4a Commissioner ' -(114 [a BY THE cONTMAST REVIEW COMM PD4 NOTICE!This amendment has a0 effect until Ht ts appr VayeBeadtltaterTUE rue et onAMENDMENT #5 Contract CC08-3132,dated April 15,1983,for the Bradley Lake Hydroelectric Project between Stone and Webster Engineering Corporation (SWEC)and the Alaska Power Authority is hereby amended and agreed to as follows: ARTICLE 3 =Period of Performance. Change the End Date from July 1,1985 to March 1,1986. APPENDIX B:Scope of Work,Phase 2 -Part A of Project Engineering and Design The detail Scope of Work described on the attached is hereby made a part of this Contract. The Amendment No.5 Scope of Work,Phase 2 =Part A_of Project Engineering and Design represents a portion of the total engineering and design efforts.This portion consists,in general,of management and administrative efforts;engineering-design efforts in preparation of the "Site Preparation"construction contract;the performance of the final design geotechnical investigations;continuation of licensing and permitting efforts;the performance of environmental services;and the engineering,design,and other services needed to support these efforts. Also,the Scope of Work under Amendment No.5 includes the engineering and design activities necessary to initiate final design of the Project and maintain project schedule for placement of the general Contract. The services to be provided are for a four-month period,during which time resolution of engineering and design scope and project schedule will be made for a Contract amendment for the remainder of the final design of the project. BL D-64 The engineering and design services for the performance of the "Site Preparation"construction contract shall be scheduled so that the drawings and specifications are complete and available to the Power Authority by February 1,1986. The final-design services for the designated four-month period include the initiation of engineering and design,as well as administration, project support and management on all areas of the work,including but not limited to,dams,spillway,cofferdams,diversions,intake channel, power conduits,powerhouse,tailrace and substation.This work will involve all major engineering disciplines including electrical, mechanical,civil,structural and geotechnical,as well as cost, estimating,planning,scheduling and accounting.This work also includes efforts necessary to secure office space in Anchorage for the Stone &Webster Engineering Corporation engineering and design work; with money allocated sufficient to support an 18-month commitment for this space. Engineering,design and other services,as may be required beyond the aforementioned four-month period for the remainder of the final design leading to the issuance of the "Tunnel-Reservoirs"contract;the "Powerhouse"contract;and the "Transmission Line™contract are not included under Amendment No.5.These services and associated costs will be addressed under a future contract amendment for Phase 2 -Part B of Engineering and Design. BL-D-64 APPENDIX B =SCOPE OF WORK PHASE 2 -PART A OF PROJECT ENGINEERING AND DESIGN BRADLEY LAKE HYDROELECTRIC PROJECT GENERAL This Scope of Work includes the furnishing of all labor,material,and services for the performance of the work,as outlined herein,by the Contractor and its Subcontractors,all as required for Phase 2 -Part A of Project Engineering and Design of the project structures,facilities, equipment and other project related efforts. The Contractor shall have prime responsibility for the work described herein.The organizations listed below will be subcontracted by the Contractor to provide engineering and design support services,as specified. Organization Location Services R &M Consultants Anchorage Geotechnical Investigations for Final Design R &M Consultants Anchorage Engineering and Design for the Construction Facilities of Project In addition to the above,the Contractor shall enter into three subcontracts,with firms to be selected through a competitive bid process;one for the final design geotechnical investigations;one for the 1985 environmental program;and one for helicopter services for geotechnical investigations and final-design. The Contractor shall carry out a substantial amount of its efforts from its Anchorage,Bradley Lake Project Office.Some support will be required from Contractor's Offices in Denver,Colorado and Boston, Massachusetts.The Contractor and its subcontractors shall provide the services covered herein in accordance with the cost limitations of this Contract. BL-D-64 B-1 TASK 7 -UNDIFFERENTIATED ENGINEERING AND DESIGN ACTIVITIES The efforts and services under this task are to be held in reserve by the Power Authority and shall be authorized by the Power Authority,in writing,on an as needed basis. BL-D-64 B-2 TASK 8 -CIVIL-STRUCTURAL FACILITIES Task 8 includes the following Work Packages: FCO5B FCO5C FCOS5D FCOSE FCOSF FCO5G FCOSH FCOSI BL-D-64 Clearing &Grubbing Temporary and Permanent Camps Utilities Aggregate and Concrete Supply Barge Basin and Dock Access Roads Airstrip Geotechnical Investigations WORK PACKAGE FCO5B CLEARING &GRUBBING DESCRIPTION OF SCOPE The scope of this work package is to delineate the areas and specify the criteria to which all construction areas are to be cleared and grubbed. The construction contractors responsible for the construction of project facilities will be responsible for clearing areas of his own con- struction,such as:the powerhouse,the tatilrace,the dam,and all other areas necessary to complete the job.Design efforts will include delineating the areas to be cleared,and writing specifications to define the allowable methods of clearing,grubbing and disposing of the trees and shrubs. The work also includes quantity take-offs,the development of bid schedules and the preparation of an engineer's estimate of construction costs. The above described scope of work will be under the responsibility of Contractor's subcontractor,R &M Consultants,Inc.,with coordination and interface support being provided by the Contractor. WORK PACKAGE PRODUCTS Technical Specifications Clearing,Grubbing and Disposal Drawings 2 Miscellaneous Plan Sheets (NOTE:clearing limits for the other projects in this work package will be shown on the respective plans). Other Products Input into the Environmental Considerations Input into the Application for Local Permits and Licenses BL-D-64 B-4 -sWORK PACKAGE FCO5C TEMPORARY AND PERMANENT CAMPS DESCRIPTION OF SCOPE The scope of this work package is the final planning,location and design of the temporary construction and permanent maintenance camps. The final configuration of the construction camps will be the respon- sibility of the selected construction contractor.The purpose of this work package is to select viable areas,based on preliminary designs, and to determine performance criteria.The construction contractor will be responsible for the final design and construction of the temporary camps in accordance with his specific needs.The permanent maintenance camp,on the other hand,will be completely designed under this work package.Included will be final site selection;review of geotechnical data;performance specifications and schematic layouts for three duplex prefabricated houses;a garage,shop and warehouse facility;and restoration of the entire upper and part of the lower camp site. This task will also provide support and liaison between the R &M Consultant's Design Engineer,the Construction Manager and the Power Authority. The work also includes quantity take-offs for bid schedule,the development of bid schedules and the preparation of an engineer's estimate of construction costs. The above described scope of work will be under the responsibility of Contractor's subcontractor,R &M Consultants,Inc.,with coordination and interface support being provided by the Contractor. BL-D-64 B-5 WORK PACKAGE PRODUCTS Technical Specifications Site Access and Drainage -Temporary Temporary Camps (performance criteria) Permanent Maintenance Camp Restoration of Construction Camp Areas Drawings 2 Access Grading and Drainage within Permanent Camp 2 Temporary Camp Sites 4 Duplex Housing Units -2 Each 4 Duplex Transient Housing/Office Unit -1 Each 9 Warehouse,Shop and Garage Building Other Products Input into the Environmental Considerations Input into the Application for Local Permits and Licenses Permanent Site Three Alternative Evaluation BL-D-64 B -6 WORK PACKAGE FCO5D UTILITIES DESCRIPTION OF SCOPE Permanent Housing and Maintenance Facilities The Scope of Work includes the engineering and design of the various utilities needed for the operation of permanent housing camp facilities and maintenance facilities,including water,sewer,power,satellite television reception equipment,fuel,and solid waste.Solid waste disposal site,fuel,sewage septic systems,water sources/treatments will be selected based on geotechnical,hydrologic and topographic exploration data for use with the permanent housing and maintenance facilities.Permanent utilities will be designed to be built and ready when the permanent facilities they will serve are ready for use.Site feasibility will be investigated for the development of the water source,sewage disposal and power utilities at three site locations for the selection of the permanent housing and maintenance facilities.The selected site will be topographic surveyed and mapping performed. Temporary Construction Camp The Scope of Work includes the engineering and design of the various utilities needed to support the development and operation of a 300-person temporary construction camp in the area selected for the lower camp site,including water,sewer,and solid waste disposal. Solid waste disposal site,sewage treatment,and water sources/treatment will be selected based on geotechnical,hydrologic,and topographic data.The solid waste disposal site will be selected for development in compliance with State and regulatory agency guidelines.The water source for the construction camp will be from a 12-inch screened well, located in the vicinity of a previously tested site.Sewage treatment for the temporary construction camp will be based on the development of aerated lagoons or other acceptable means.The design for the treatment facility will be based on peak flows that could result from the event that raw sewage from the possible upper camp site would need to be discharged for treatment.The physical arrangements and details of the BL-D-64 B-7 temporary construction camp utilities will be presented on drawings or sketches,as required.Fuel storage areas will be designated and conceptual drawings prepared to show work pads in lined and diked areas. Performance criteria will be determined for the temporary utilities.A completely designed,construction bid package will be prepared for the permanent facilities.Design of the utilities will be based on geotechnical explorations,surveys,volume analysis,selection of appropriate technology for each utility,final design of each component, and preparation of construction bid packages. The work also includes quantity take-offs for bid schedule,the development of bid schedules and the preparation of an engineer's estimate of construction costs. This task will also provide support and intermittent liaison between the R &M Consultant's Design Engineer,the Construction Manager and the Power Authority. The above described scope of work will be under the responsibility of Contractor's subcontractor,R &M Consultants,Inc.,with coordination and interface support provided by the Contractor. WORK PACKAGE PRODUCTS Technical Specifications Water Systems and Wells Temporary Sewage Treatment Systems Permanent Sewage Treatment Systems Electrical Distribution (permanent) Fuel Storage and Service Island (Complete Specification for Permanent Facilities and Conceptual Performance Specification for Temporary Facilities) Solid Waste Disposal (Complete Specification for Permanent Facilities and Conceptual Performance Specification for Temporary Facilities) BL-D-64 B-8 Drawings Temporary Camp Other Products 1 S|&Site Plan Well and Associated Details Sewage Lagoon and Associated Details Solid Waste Camp Site Plan Water and Sewer System Solid Waste Electrical and Satellite Television Receiver Input into the Environmental Considerations Input into the Application for Local Permits and Licenses BL-D-64 WORK PACKAGE FCOS5E AGGREGATE AND CONCRETE SUPPLY DESCRIPTION OF SCOPE The scope of this work package is to identify the source of material needed for road construction and concrete aggregate for Project.The exact amount and types of material for aggregate and concrete needed will depend on the final design of the roads,dam,tunnel,powerhouse, tailrace,and other facilities and structures.Included in the effort will be identification of needs,coordination with foundation and structural engineers on other work packages,review of borrow source reports,delineation of borrow pit,design of aggregate crushing/screening/stockpiling operations,design of flood retention dike,lower rock quarry development,design of aggregate washing and settling pond,and conceptual design of concrete batching plant operation. Construction Management,quality control and mix design,are not part of this scope. The work also includes quantity take-offs for bid schedule,the development of bid schedules and the preparation of an engineer's estimate of construction costs. The above described scope of work will be under the responsibility of Contractor's Subcontractor R &M consultants,Inc.The Contractor will coordinate and interface with the Subcontractor and will provide the engineering and quantity data needed to develop the aggregate and concrete supply. WORK PACKAGE PRODUCTS Performance Criteria Aggregate Plant Concrete Batch Plant BL-D-64 B -10 Drawings 1 Mining Plan for Aggregate Source Vicinity Map and General Setup Typical Settling Pond Design Retention Dike Rip-Rap Quarry Mining PlanWwWw=EeOther Products Input into the Environmental Considerations Input into the Application for Local Permits and Licenses BL-D-64 B-ll WORK PACKAGE FCOSF BARGE BASIN AND DOCK DESCRIPTION OF SCOPE The scope of this work package is the final location,orientation and design of the barge access channel,turning basin,dock,small boat facility,and service road. The work will consist of detailed efforts including final optimization of channel and turning basin location and cost dredging effort; sedimentation,current,and wave height studies;slope stability studies;design dredging operation and disposal area;foundation and Structural design of dock;engineers estimate of quantities and construction cost;bid documents;design reviews,revisions,and reports. This task will also provide support and liaison between the R &M Consultant's Design Engineer,the Construction Manager and the Power Authority. The above described scope of work will be under the responsibility of Contractor's subcontractor,R &M Consultant's,Inc.,with coordination and interface support being provided by the Contractor. WORK PACKAGE PRODUCTS Technical Specifications Excavation and Disposal Dock Structure and Appurtenances Small Boat Landing Ramp Channel Markers BL-D-64 B -12 Drawings 14 Marine-Civil 14 Dock Details and Bridge 4 Borrow and Disposal Area Details 2 Rip-rap Details Other Products Input into the Environmental Considerations Input into the Application for Local Permits and Licenses BL-D-64 B-13 WORK PACKAGE FCO5G ACCESS ROADS DESCRIPTION OF SCOPE The scope of this work package is the final design of the access roads, including the primary access between the powerhouse and the dan, airstrip to powerhouse access,borrow access,and Battle Creek bridge abutment design,Included in the design effort are evaluation of centerline borehole data and other geotechnical information,review of ground surveys,confirmation of borrow sources and spoil areas,defining the alignment,design of a typical structural sections,design of drainage structures (temporary and permanent),establishing a reclamation plan for the temporary roads and preparation of the plans and specifications required for the construction of the roads. This task will also provide support and liaison between the R &M Consultant's Design Engineer,the Construction Manager and the Power Authority. The work also includes quantity take-offs for bid schedule,the development of bid schedules and preparation of an engineer's estimate of construction costs. The above scope of work will be under the responsibility of Contractor's subcontractor,R &M Consultants,Inc.,with coordination and interface support being provided by the Contractor. WORK PACKAGE PRODUCTS Technical Specifications Permanent Roads and Minor Appurtenances Temporary Roads Drainage Structures Battle Creek Bridge (Performance) BL-D-64 B-14 aN.Drawings Vicinity Map and Standard Notes Quantity Summary Tables Typical Sections &Slope Details Double Plan and Profile at 1"=50'Scale Single Plan &Profile at 1"=50'Scale Culvert Details,Including Ditch Rip-Rap Rip-rap Armor Details Guard Rail and Sign Details &Tables Bin Wall/Reinforced Earth Details Bridge Abutments wowFFDBDwDHYLDRFDW-KHeHMiscellaneous Details Other Products Input into the Environmental Considerations Input into the Application for Local Permits and Licenses BL-D-64 B -15 WORK PACKAGE FCO5H AIRSTRIP DESCRIPTION OF SCOPE The scope of this work package is the final design of the airstrip to Utility Stage 1 standards,including runway,heli-pad,apron, delineation,unheated storage building.Included in the design effort are surveys,design of structural sections,and preparation of the plans and specifications required for the construction of the airstrip. Lighting and electrical power to the airstrip are not included. A 2600-foot long runway will be surveyed.The location of the runway will be identified by R&M's engineer.The survey team will permanently monument reference monuments to the selected centerline for future construction survey reference. The centerline of the runway will be profiled at 100-foot station intervals,plus breaks (one-foot vertical change)for the runway length, plus an additional 1500-feet from each end.The runway will be cross-sectioned at a maximum of 100-foot intervals.Cross-sections will extend at least 200-feet each side of centerline (400-feet total minimum width)for the entire runway length,plus 300-feet past each end. Cross-sections will be extended in the proposed apron areas to extend 200-feet past th edge of the proposed apron. All surveying will meet or exceed National Geodetic Survey Specifications for third-order,Class II.All surveys will be based on the Bradley Project Control Network and will be referenced to Bradley Project datum.AIl field notes will be reduced and a topographic map will be prepared.The map scale will be one-inch equals 50 feet,with a one-foot contour interval.Mapping will meet or exceed the National Mapping Standards and conform to the previous 1984 topographic mapping. BL-D-64 B-16 Cross-sectional data will be entered into the project computer earthwork data base for use during design.Approach zone and clear zone profiles will be digitized from the existing aerial photogrammetric topographic mapping and plotted for use during design. This task will also provide support and liaison between the R &M Consultant's Design Engineer,the Construction Manager and the Power Authority. The work also includes quantity take-offs for bid schedule,the development of bid schedules and preparation of an engineer's estimate of construction costs. The above scope of work will be under the responsibility of Contractor's subcontractor,R &M Consultants,Inc.,with coordination and interface support being provided by the Contractor. WORK PACKAGE PRODUCTS Technical Specifications Airstrip and Appurtenances Drawings 1 Vicinity Map and Standard Notes 2 Double Plan and Profile,including Drainage Details,Windsock and Segmented Circle Details 1 Apron Detail,Typical Sections 1 Temporary Storage Details 1 Airport Layout Sheet Other Products Input into the Environmental Considerations Input into the Application for Local Permits and Licenses BL-D-64 B-17 WORK PACKAGE FCO5I GEOTECHNICAL INVESTIGATIONS DESCRIPTION OF SCOPE The scope of this work package is the performance of the Final-Design Geotechnical Investigations for the project.Under this scope of work the Contractor will be responsible for subcontracting a field drilling and sampling program and for overseeing and managing the drilling and sampling program in order that scheduling of specific geotechnical investigative efforts will satisfy the project design and that the work will be performed in a timely and sequential manner.The Contractor is to evaluate the results of the geotechnical investigations as they are obtained,to determine their impact on the proposed project and to adjust for proper designs and investigations accordingly.Contractor's technical and field management personnel will be responsible for the liaison required by project and to the Power Authority.The technical staff will be responsible for the interpretation of data and distribution of resulting reports and criteria. Assisting the Contractor in the work will be its subcontractor R &M Consultants,Inc.The work under subcontractor's scope includes techni- cal and administrative management of the geotechnical program,review and evaluation of previous studies,report,data and other information, gathering,and developing field and office data,participation in Project Review Meetings,and preparation of the Final Site Conditions Report.Appropriately experienced and qualified engineers/geologist will observe and monitor the drillings and sampling investigations.This includes supervising all field sampling and testing,logging and photographing the core and keeping detailed drilling logs of the subsurface conditions encountered.The work also includes indexing of engineering properties of various soils,rock and other sampled material,including laboratory testing and shipment of rock cores and selected soil samples to the Power Authority's Eklutna storage yard. Surveys necessary to lay out and locate the field work will be performed by subcontractor.The subcontractor will also be responsible for providing the liaisons needed to support the drilling and sampling program with helicopter transportation and with communications. WORK PRODUCTS Final Site Geotechnical Conditions Report Rock Core Samples Soil Samples Laboratory Test Results BL-D-64 B-19 TASK 9 -MECHANICAL-ELECTRICAL FACILITIES No work is required under Amendment No.5 for this task. BL-D-64 B -20 TASK 10 -PROJECT FACILITIES SUPPORT Task 10 includes the following Work Packages: FS66A -Project Engineering Construction Specialist. BL-D-64 B -21 WORK PACKAGE FS66A PROJECT ENGINEERING CONSTRUCTABILITY REVIEW DESCRIPTION OF SCOPE The scope of this work package is the effort required by the con- struction specialist resident in the project office to assist in the review the various project engineering design criteria,designs, drawings,and specifications that will be prepared under Task 8.The effort would be accomplished during the initial stages of final design in order that the design criteria and proposed designs receive constructability review prior to design drawings and specifications preparation. This package would also include the construction input for the P/2 Management System for its application to the Project. WORK PACKAGE PRODUCTS Constructability Memoranda toBL-D-64 B -to TASK Il -PROJECT SERVICES Task 11 includes the following Work Packages: MS9OA Cost Control MS90B Planning and Scheduling MS 90D Capital Cost Estimates MS92A Project Accounting MS94A Project Purchasing MS94D Management and Administration of Subcontractors MS95A Project Clerical BL-D-64 B -23 WORK PACKAGE MS9OA COST CONTROL DESCRIPTION OF SCOPE ENGINEERING SERVICES COST AND ESTIMATING 1.Engineering Services Contract Cost Estimates &Budget Forecast A forecast of expenditures will be prepared by month for the work period budgeted under Amendment No.5.This forecast will serve as the control document for budget control (baseline budget forecast estimate)and for monitoring additions,deletions or changes to the Scope of Work. Actual costs will be monitored and compared against this baseline document on a monthly basis and any variances will be explained. Authorized changes during each month will be separately itemized in terms of scope,man-hours and costs. The Estimate Budget Forecast showing amounts expended,amounts committed,and forecasts to complete the work will be revised on a monthly basis. The development and reporting of budgeted,committed and actual costs will be in accordance with the Work Breakdown Structure and Project Management System Guidelines, Engineering Services Subcontracted Costs The budgets and forecasts of expenditures of the Contractor's subcontractors for the cost and services included under Amendment No.5 will be prepared and monitored on a monthly basis.An account of each subcontractor's budget,cumulative expenditure through the reporting month,estimated cumulative through the current month,cumulative percent expended and percent complete for the reporting and current month will be prepared.These costs will be summarized and included with other Engineering Services costs and reported to the Power Authority. BL-D-64 B=24 3.P/2 Management System The Contractor will furnish the services and perform those efforts necessary to develop,input and process the cost related data on each of the Amendment No.5 Tasks using the P/2 Project Cost Processor module based on the Work Breakdown Structure developed for the project.A cost data base will be developed for each of the Tasks for use in monitoring and tracking changes or adjustments to authorized budgets.Cost reports of Task efforts will be prepared for Project and Power Authority use.Also,the Contractor will initiate similar efforts to develop and input the cost related data for Work Packages,other than those identified and scoped under Amendment No.5,leading to the development of a data file for the total Project engineering and design efforts.In addition, the Contractor will input the detailed cost data for the Project Cost Estimate that is included in the FERC License Application in the project cost control system. WORK PACKAGE PRODUCTS Engineering Services Estimate and Forecast of Expenditures Subcontractor Estimates and Forecasts Expenditure Forecast and Monitoring Reports BL-D-64 B =25 WORK PACKAGE MS90B PLANNING AND SCHEDULING DESCRIPTION OF SCOPE ENGINEERING SERVICES PLANNING AND SCHEDULING The planning and scheduling efforts required to support the engineering, design,procurement,licensing,and bid package preparation is included in this Work Package.This scope includes assistance to management in the definition of schedule objectives and the analyses and reports of the progress towards meeting those objectives.It includes the efforts to implement and operate the P/2 Management System for the engineering work and provide summary level,working level,and detail support level schedules for the various aspects of the services included under Amendment No.5.In addition,the P/2 Management System will be implemented for the remaining engineering services not included in Amendment No.5.Schedules and baseline budget manhours will be developed. It also includes the development of construction schedules in sufficient detail to support engineering,design and procurement interface require- ments.Initially this will be done by the Contractor's Construction Specialist and Chief Planning Engineer with the concurrence of the Project Manager and the Alaska Power Authority.When the Construction Manager's contract is executed SWEC will transfer the responsibility of planning and scheduling the construction activities to him.SWEC will continue to review the Construction Schedule to evaluate whether changes will be required for the engineering,design and procurement schedules. WORK PACKAGE PRODUCTS Management System for Engineering and Design BL-D-64 B -26 Ne Schedules Project Summary Network Detailed Engineering Schedules for Services Covered in Amendment No.5 Reports Monthly Schedule Analysis Report BL-D-64 B -27 WORK PACKAGE MS 90D COST ESTIMATES DESCRIPTION OF SCOPE The Scope of this Work Package is the effort and support needed to prepare,review and approve the Engineer's Estimate for the Site Preparation Contract.The Scope would also include supporting the Power Authority in developing a Capital Cost Estimate for the Project. WORK PACKAGE PRODUCTS 'Baseline Budget Estimate for Project Engineer's Estimate-Site Preparation Contract BL-D-64 B -28 WORK PACKAGE MS92A PROJECT ACCOUNTING DESCRIPTION OF SCOPE 1,PROJECT ACCOUNTING:Includes the services of the Project Account- ing staff located in the Contractor's Headquarters.The following is a brief description of these services: Banking arrangement for the project Billing or cash advance procedure Cash forecastse Vouchered invoices and contract/subcontract payments Payment of Project Office charges Timekeeping and payroll Monthly financial and accounting reports =Oo8wmDOww>Sales/Use Tax Requirements WORK PACKAGE PRODUCTS As above BL-D-64 B -29 WORK PACKAGE MS94A PROJECT PURCHASING DESCRIPTION OF SCOPE 1.PURCHASING PROCEDURES:The effort required to develop a Project Purchasing Procedure. 2.PROJECT PURCHASING:The effort required to support the project's requirements and assist the Alaska Power Authority in purchasing functions.It will consist of managerial direction and supervision to assure that purchasing policies meet specific project require- ments.The following activities will be performed as required: A.Maintaining liaison with project and subcontractors B.Coordination in-house and with the Power Authority Cc.Review of Inquiry Letters for purchase/contracts to ensure conformance with Project Purchasing Policies and Procedures D.Comparison of Bids including listing of exceptions E.Review letter of recommendation for award WORK PACKAGE PRODUCTS Project Purchasing Policies and Procedures Assistance in Preparation of Comparison of Bids BL-D 64 B -30 WORK PACKAGE MS95A PROJECT CLERICAL DESCRIPTION OF SCOPE 1.PROJECT CLERICAL:Includes the direct office services in support of the project.All Administrative Assistant's and the project clerical personnel charge time to this work package. Activities of on-project clerical services include,but are not limited to,the following: A.Processing:incoming and outgoing mail,internal communica- tions;time sheets;Contractor's design drawings;licensing material;travel forms;all pertinent typing;logging, routing,tracking,distribution and filing. Maintenance of various controlled documents (making and checking changes):Project Procedures Manual;Division Guidelines;Management System Manuals,and Project Job Books. Calculations:maintain log and files;Project Report;typing and distribution. Support of management,engineering,and design:staffing telephone directors;typing,filing,and copying in addition to the above. WORK PACKAGE PRODUCTS As above BL-D-64 B -31 TASK 12 -PROJECT MANAGEMENT AND ADMINISTRATION Task 12 includes the following Work Packages: MA96A Supervision and Administration MA97A Staff Services Off Project MA97B Supervision Off Project MA98A Licensing and Permits MA98C Public Information Assistance MA98D Environmental Services MASSA Reports and Records Management BL-D-64 B-32 WORK PACKAGE MS96A SUPERVISION AND ADMINISTRATION DESCRIPTION OF SCOPE l.SUPERVISION AND ADMINISTRATION:Includes the supervision and administration of the total project effort.The Project Manager's time and some of the time for the Deputy Project Managers is charged here. The following is a list of some of the major activities and ser- vices performed: .Liaison with Alaska Power Authority .Coordination with the Engineering Staff .Liaison with the Project Service Groups .Review and monitoring of scope change orders and addenda A B Cc D.Coordination of project administrative matters E F.Review and monitoring of Work Package activities ist -Development of the Project Management plans which include: )Project Procedures Manuals °Planning sessions for the implementation of the Management System for engineering and design °Preparation of networks for critical items for early schedule visibility 1.Contract status review including preparation and presentation of amendments to contract J.Analysis of Cost and Schedule trends including developing plans for resolution of issue and corrective actions to bring the Project Plan,(Costs,Schedules,Budgets,Work Plans)back to base line K.Making monthly Project Status Reports L.Coordinate and interface with Subcontractors, Construction Manager and the Alaska Power Authority BL-D-64 B -33 WORK PACKAGE PRODUCTS Project Procedures Manual Project Status Reports Schedule Fragments for Critical Items Cash Forecasts Project Financial Reports BL-D-64 B -34 WORK PACKAGE MS97A STAFF SERVICES OFF PROJECT DESCRIPTION OF SCOPE Included in this work package are clerical services performed in the Denver Operations Center and the Boston Offices,which are in support of work associated with the Bradley Lake Project.These activities in- clude,but are not limited to,time card processing,personal account Statements,vacation schedules and personnel files. The Travel Coordinator responsible for coordinating the use of discount- ed air fares and transportation arrangements,when requested,will charge time to this work package. Also included in this work package is the effort required for special drafting or graphics arts services.This work includes preparation of report covers,artist's renderings,special graphs or charts,overhead slides and presentation material, WORK PACKAGE PRODUCTS As above BL-D-64 B -35 WORK PACKAGE MS97B SUPERVISION OFF PROJECT DESCRIPTION OF SCOPE l. WORK SUPERVISION -OFF PROJECT:The supervisory work of Engineering and Support Service Division Managers to provide technical and mana- gerial support and review of project designs and services is charged to this work package.This work also includes engineering specialists who provide direct technical support and guidance to project engineering personnel.Computer applications specialists will provide technical assistance and guidance to data entry personnel for both hardware and software applications. PACKAGE PRODUCTS BL-D- As above 64 B -36 WORK PACKAGE MS98A LICENSING AND PERMITS DESCRIPTION OF SCOPE The Scope of this work package includes the activities required in continuing the efforts and services for supporting the FERC Licensing and Regulatory Agency permitting requirements,leading to the issuance of the FERC License and Regulatory Agency permits. WORK PACKAGE Additional Support and Information to FERC License Application Requirements., Preparation and Submittal of Regulatory Agency Permits BL-D-64 B-37 WORK PACKAGE MS98D ENVIRONMENTAL SERVICES DESCRIPTION OF SCOPE GENERAL The efforts and activities outlined below represent the Scope of Work to be provided by Contractor and its subcontractor.The subcontractor is to be selected by competitive bidding.The sub-tasks described herein represent the environmental activities required for the year 1985. Subsequent environmental activities will be accomplished by separate subcontractors to be selected by separate competitive bidding. SCOPE OF WORK The required environmental services are of two types:1)field data collection and evaluation,and 2)consulting services.The tasks are each described separately.Stone &Webster would manage the 1985 subcontract work and subcontract management of subsequent environmental work would be turned over to the Alaska Power Authority. Task 1 -Lower Bradlev River Salmon Escapement The Lower Bradley River Salmon Escapement is a baseline data and monitoring program designed to enumerate returning adult salmon.The goal of this program is to:1)establish baseline salmon escapement for returns in high and low escapement years prior to plant operation;and, 2)compare results to established mitigation goals.A subsequent program will establish salmon escapement after plant operation begins. This is a monitoring program which will require eight (8)years of data collection and analysis beginning in 1985.The Scope of Work included herein is for the 1985 program only.This 1985 study will consist of a sampling program to enumerate the returning adult pink salmon in the Bradley River presently. B -38 Task 2 -Lower Bradley River Water Temperatures Water temperature sampling will be conducted in the lower Bradley River. Sampling in the river will provide baseline temperature data and will be a continuation of services relative to an existing temperature monitoring system.Temperatures are presently monitored "continuously" by three meters installed at Tree Bar Reach and Riffle Reach in the mainstem and one location on the North Fork.These temperature meters will be field maintained and data retrieved until December 1985. Task 3 -Bald Eagle Nesting Survey In early November 1985,an aerial survey using a fixed-wing aircraft shall be conducted to identify nest trees and to document the presence of adult bald eagles near the nest trees.The survey will encompass the area between the Martin River delta and the Box Car Hills just north of Caribou Lake and far enough southeast,east and north to cover all areas subject to effects of facility construction and operation.Flights will be conducted such that birds are not harassed or otherwise disturbed. WORK PACKAGE PRODUCTS Reports and Memoranda B -39 WORK PACKAGE MS99A REPORTS AND RECORDS MANAGEMENT DESCRIPTION OF SCOPE l. WORK REPORTS AND RECORDS MANAGEMENT:Includes the development,mainte- nance and supervision of a Project Records Management Plan.The plan is for collection,identification,indexing,maintenance, storage retrieval and turnover of project applicable records to Alaska Power Authority and to the Contractor's Records Retention Center.The Plan shall also establish guidelines for the methods and schedule for disposal of specific project records.The activity under this work package will also include distribution and control of various project reports. PACKAGE PRODUCTS Project Records Management Plan. B -40 TASK 98 -INITIAL ENGINEERING AND DESIGN ACTIVITIES The Scope of this Task is Stone &Webster Engineering Corporation engineering and design activities necessary to initiate final design of the Project and maintain project schedule for placement of the general Contract.The money allocated to this Task is for a four-month period during which time resolution of engineering and design scope and project schedule will be made for a Contract amendment for the remainder of the final design of the project. The work will include initiation of engineering and design,as well as administration,project support and management on all areas of the work, including but not limited to,dams,spillway,cofferdams,diversions, intake channel,power conduits,powerhouse,tailrace and substation. This work will involve all major engineering disciplines including electrical,mechanical,civil,structural and geotechnical,as well as cost,estimating,planning,scheduling and accounting. B=-4l TASK 99 -ANCHORAGE DESIGN OFFICE The scope of this Task is Stone &Webster Engineering Corporation efforts and expenses required to secure and furnish office space in Anchorage for Stone &Webster Engineering Corporation engineering and design work;with sufficient funds allocated to support commitment for this space and appurtenant furnishings and equipment.Stone &Webster Engineering Corporation will lease office space in Anchorage for an 18-month period,including rental/purchase of office equipment and supplies.The lease shall be placed prior to the completion of this Amendment and the funds for the foregoing are authorized in this Amendment.All contracts for leasing of office space and lease/purchase of office equipment shall be approved by the Power Authority,in advance. B-42 APPENDIX C ARTICLE C-2.REY PERSONNEL Substitute the following listing of key personnel. Function Name Principal-in-Charge R.J.Conlon Project Manager J.J.Garrity Deputy Project Manager -T.Critikos Engineering and Design Deputy Project Manager -N.A.Bishop,Jr. Environmental &Licensing Deputy Project Manager -D.P.Ryan Cost,Schedule &Administration Chief,Project Hydro-Mechanical J.Hron Engineer Chief,Project Geotechnical P.J.Mayrose Engineer R&M Consultants,Inc.Bob A.Dortch Vice President ARTICLE C-9.NOTICES Substitute the following for Power Authority's representative for notification: Mr.Robert D.Heath Executive Director Alaska Power Authority 334 West Fifth Avenue Anchorage,AK 99501 ARTICLE C-14..SERVICES Add the following tasks to paragraph (b): TASK NO.DESCRIPTION AMOUNT 7 Undifferentiated Engineering and $400,000 Design Activities 8 Civil-Structural Facilities 2,841,808 9 Mechanical-Electrical Facilities 0 10 Project Facilities Support . 64,166 ll Project Services 186,416 12 Project Management and 914,743 Administration 98 Initial Engineering &Design Activities 910,767 99 Anchorage Design Office 852,000 SUBTOTAL AMENDMENT NO.5 $6,169,900 and revise the total to $12,437,350 On paragraph (c)Schedule,amend the previous period of performance from July 1,1985,(Amendment No.4),to January 1,1986,for this Amendment No.5. ARTICLE C-15 LIMITATION OF FUNDS On the last paragraph delete $6,267,450 and add $12,437,350 ($1,497,200 original contract,$686,050 for Amendment No.1,$50,000 for Amendment No.3,$4,034,200 for Amendment No.4 and $6,169,900 for this Amendment No.5). ARTICLE C-23.ATTACHMENTS C 2 Add "SWEC Salary Rates,Ranges and Personnel Classification as of October 1,1984." C-3 Delete "SWEC Computer and Reprographic Rates"and add "SWEC Computer,Computer Graphics,and Reprographic Rates, dated January 25,1985,March 26,1985,and January 7,1985, respectively. ALL OTHER TERMS AND CONDITIONS REMAIN UNCHANGED. ATTACHMENT NO,C=-2 . SWEC SALARY RATE RANGES AND PERSONNEL .CLASSIFICATION AS OF 10/1/84 Personnel Salary Rate Ranges Classifications (Including Holiday and Vacation Allowances) Low High A 25.24 76.35 B 20.47 52.34 Cc 15.78 50.74 D 15.12 47.07 E 14.52 42.29 F 10.26 37.12 G 9.46 32.58 H 8.38 26.89 I 5.63 19.32 J 4.48 13.28 These rates are subject to change annually on October 1,1984. 10/12/68 ( STONE &WEBSTER ENGINEERING CORPORATION PAGE 1 CORPO RATE PERSONNEL INFORMATION MANAGEMENT SYSTEM PERSONNEL CLASSIFICATION SYSTEM (PS=GTM071) POSITION CLASSI FICATION A CODE fITLeE 327 ECONOMIST,CONSULTING,SENIOR B32 ANALYST,CONSULTING,SR D76 DEPUTY SUPERINTENDENT OF ENGINEERING 077 DIRECTOR OF QUALITY ASSURANCE D85 DIRECTOR,PLANT SERVICES 086 DEPUTY DIRECTOR,PLANT SERVICES 330 MANAGER,QUALITY CONTROL;RESIDENT M14 MANAGER,DEVELOPMENT,BUSINESS M27 MANAGER,ENGINEERING,SENIOR M65 MANAGER,SAFETY,FIELO M81 MANAGER OF PROJECTS,SENIOR NO1 MANAGER,DEPARTMENT NO2 MANAGER,DEPARTMENT,ASSISTANT N67 MANAGER,DEPUTY,ENGINEERING N71 MANAGER,CONSULTING GROUP N93 MANAGER,RESIDENT,SENIOR N97 DIRECTOR,DEPUTY,ENGINEERING Pai MANAGER,LABOR RELATIONS &SAFETY 344 DIRECTOR,CONSTRUCTION,DEPUTY 392 ENGINEER,CONSULTING 4N6 ENGINEER,DIVISION,CHIEF 407 ENGINEER,CONSULTING,SENIOR 546 MANAGER,OPERATIONS CENTER,ASSISTANT 552 MANAGER,PROJECT,SENIOR 598 MANAGER OF PROJECTS 600 MANAGER,CONSTRUCTION,SENIOR 601 MANAGER,CONSTRUCTION 603 MANAGER,CONST,LABOR RELATIONS &SAFETY,FIELD 612 MANAGER,DESIGN 619 MANAGER,ENGINEERING 621 MANAGER,ENGINEERING,ASSISTANT 625 MANAGER,PROJECT b4&6 MANAGER,RESIDENT 354 SUPERINTENDENT,GENERAL e PERIOOIC ADDENDA WILL BE ISSUED TO REFLECT ADDITIONS (| 10712784 STONE &WEBSTEF ENGINEERING CORPORATION PAGE 2 CORPORATE PERSONNEL INFOPMATION MANAGEMENT SYSTEM PERSONNEL CLASSIFICATION SYSTEM (PS=GTM071) POSITION CLASSIFICATION 3 CODE TITLE B25 MANAGER,ACCOUNTING L01 SUPERVISOR,SENIOR (TITLED) i411 MANAGER,CONSTROCTION,PROJECT M18 MANAGER,DIVISION N37 AANAGER,SPECIAL PROJECTS S06 SUPERINTENDENT,SERVICES,CONSTRUCTION,FIELD $99 SUPERINTENDENT,QUALITY CONTROL,FIELD T52 SUPERINTENDENT,ENGINEERING,ASSISTANT TS7 SUPERINTENDENT OF ENGINEERING 176 ESTIMATOR,CHTEF 408 ENGINEER,DIVISION,CHIEF,ASSISTANT 537 MANAGER,ASSISTANT &38 SUPERINTENDENT OF CONSTRUCTION *PERIOO®SC ADDENDA WILL BE ISSOED TO REFLECT ADDITIONS 10712784 STONe &WEBSTEK FNGINEERING CORPORATION CORPORATE PERSONNEL INFORMATION MANAGEMENT SYSTEM PCRSONNEL CLASSIFICATION SYSTEM (PS=GTMQ71) POSITION CLASSIFICATION Cc CODE TITLE B26 ECONOMIST,CONSULTING Eo7 ENGINEER,PROCESS,PRINCIPAL M03 MANAGER,FIELD,LABOR RELATIONS,AREA M17 MANAGER,DIVISICN,ASSISTANT P86 3 ENGINEER,QUALITY ASSURANCE,CHIEF R26 MANAGER,SECTION T06 SUPERVISOR,CONSTRUCTION EQUIPMENT,CHIEF Ta7 SUPERINTENDENT,COST &SCHEDULE CONTROL 020 ACCOUNTANT,PROJECT,SENIOR 243 CONSULTANT,SENIOR 317 CONSULTANT 9538 MANAGER,CONSTRUCTION SERVICES,ASSISTANT 540 SUPERINTENDENT OF CONSTRUCTION,ASSISTANT bse *PERIODIC ADDENDA WILL BE ISSUED TO REFLECT ADDITIONS PAGE 3 10712784 STONE &WEBSTER ENGINEERING CORPORATION PAGE 4 CORPORATE PERSONNEL INFORMATION MANAGEMENT SYSTEM PERSONNEL CLASSIFICATION SYSTEM (PS-GTM071) POSITION CLASSIFICATION D CODE TITLE 318 SUPERVISOR,CONSTRUCTION SYSTEMS B19 ANALYST,CONSTRUCTION SYSTEMS,SENIOR B86 CONSULTANT,CONSTRUCTION TOOLING TECHNOLOGY £63 ENGINEEK,OPERATING,SENIOR LO 2 SOPERVISOR (TITLED) 0 3 SUPERVISOR,ASSISTANT (TITLED) M10 MANAGER,CONTRACTS M68 MANAGER,PROJECT,ASSISTANT 285 MANAGER,TRAFFIC &CORPORATE SERVICES x28 MANAGER,SECTION,ASSISTANT RY 1 SUPERVISOR,COST AND SCHEDULE CONTROL x90 SUPERVISOR,CONSTRUCTION,CHIEF,INSTRUMENTS $8 SUPERINTENDENT,QUALITY CONTROL,FIELD,ASSISTANT S34 SUPERVISOR,CONSTRUCTION,PAINTING,SENIOR ri SUPERVISOR,CONSTRUCTION,IRONWORKER@RIGGER,CHIEF 316 COORDINATOR,PLANNING 326 CONSULTANT,PROCESS 362 ENGINEER,RESIDENT,SENIOR 377 ENGINEER,(TITLED),SENIOR 461 ENGINEER,SUPERVISING 471 COORDINATOR,ESTIMATING 622 MANAGER,ENGINEERING,ASSISTANT TO 631 MANAGER,OFFICE 648 MANAGER,CONSTRUCTION,ASSISTANT 746 SPECIALIST,PLANNING 769 SUPERVISOK,CONSTRUCTION,ELECTRICAL,CHIEF 770 SUPERVISOR,CONSTRUCTION,CARPENTER,CHIEF 3843 SUPERINTENOENT,QUALITY CONTROL,FIELD,SENIOR 845 SUPERVISOR,CONSTRUCTION,CHIEF,PIPING \ *PERIODIC ADDENDA WILL 3E ISSUED TO REFLECT ADOITIONS 10712784 ((oe STONE &WEBSTER ENGINEERING CORPOKATION PAGE 5 CORPORATE PERSONNEL INFORMATION MANAGEMENT SYSTEM PERSONNEL CLASSIFICATION SYSTEM (PS-GTM071) POSITION CLASSIFICATICN "3 CODE TITLE A18 AGENT,PURCHASING,SENIOR A5Y AOMINISTRATOR,SECURITY,SENIOR B08 MANAGER,OPEKATION CENTER,ASSISTANT TO B15 COORDINATOR,ENGINEERING,CCST,SENICR 837 ANALYST,CONSTRUCTION SYSTEMS II 382 AOMINISTRATOR,CONTKACT II 033 MANAGER,DESIGN,ASSISTANT 10D093SCIENTIST,SENIOR,(TITLED) £04 ENGINEER,COST,CONSTRUCTION,CHIEF =09 ENGINEER,CONSTRUCTION,CHIEF £49 ENGINEER,PLANNING,CONSTRUCTICN,CHIEF,ASSISIANT £57 ENGINEER,PLANNING,CCNSTRUCTION,CHIEF MOY MANAGER,AREA"SAFETY,FIELC 450 '4ANAGER,MATERIALS N55 SPECIALIST,CONTRACTS N73 ENGINEER,MANAGEMENT SYSTEMS,SENIOR N75 MANAGER,PROJECT SAFETY 218 PHYSICIST,RADIOLOGICAL HEALTH,SENICR P4y MANAGER,CONTRACTS,PROJECT P47 MANAGER,PROJECT LAGOR RELATIONS k32 ADMINISTRATOR,CONTRACT,SENIOR R43 SUPERVISOR,CONSTKUCTION SERVICES R67 SPECIALIST,CONSTRUCTION 317 SUPERVISOR,CONSTRUCTION,CARPENTER,SENIOR $19 SUPERVISOR,CONSTRUCTION,ELECTRICAL,SENIOR S26 SUPERVISOR,CONSTRUCTION,INSTRUMENT,SENIOR $28 SUPERVISOR,CONSTRUCTION,IRONWORKER"RIGGERK,SENIOR $32 SUPERVISOR,CONSTRUCTION,MECHANICAL,SENIOR S42 SUPEFVISOR,CONSTRUCTION,FIPING,SENIOR S4y SUPERVISOR,CONSTRUCTION,STRUCTRUAL,SENIOR S48 SUPEPVISOR,CONSTRUCTION,WELDING,SENIOR T07 SUPERVISOR,CONSTRUCTION ECUIPMENT,SENIOR T43 SUPERINTENDENT,CONSTRUCTION SERVICES,ASSISTANT Tag SUPERVISOR,CONSTRUCTION,PAINTING,CHIEF T67 SUPERVISOR,TRAINING,SENIOR w30 MANAGER,RECCROS 021.ACCOUNTANT,ERCJECT 040 ARCHITECT 340 DESIGNER,PRCJECT34u9DISTRICTMANAGER,QUALITY ASSUKANCE,PROCURMNT,AST 351 DISTRICT MANAGER,QUALITY ASSURANCE,PROCUREMENT 355 ENGINEER=PROJECT DESIGN 379 ENGINEER (TITLED) 395 ENGINEER,COST,SENIOR 405 ENGINEER,PLANNING,SENIOR *PERIODIC ADDENDA WILL BE ISSUED TO REFLECT ADDITIONS 10712784 CORP OPATE (,STCNE&WEBSTER ENGINEERING CORPO..TION PAGE 6 PERSONNEL INFORMATION MANAGEMENT SYSTEM PERSONNEL CLASSIFICATICN SYSTEM (PS=-GTM071) POSITION CLASSIFICATION E CODE TITLE 409 ENGINEER,OIVISION,CHIEF,ASSISTANT TC a4yg ENGINEER,RESIDENT 456 ENGINEER,RESIDENT,ASSISTANT 488 GEOLOGIST,SENICR 511 INSPECTOR,CONSTRUCTION,CHIEF 576 MANAGER,PROJECT ACCOUNTING,ASSISTANT TO 795 SUPERVISOR,CONSTRUCTION,BCILER 846 SUPERVISOR,CONSTRUCTION,CHIEF,STRUCTURAL 847 SUPERVISOR,CONSTRUCTION,CHIEF,WELDING 849 SUPERVISOR,CONSTROCTION,CHIEF,LABOR 850 SUPERVISOR,CONSTRUCTION,CHIEF,MECHANICAL 899 SUPERVISOR,LABOR RELATIONS,SENIOR 9460 ANALYST,SYSTEMS,SENIOR *PERIODIC ADDENDA WILL SE ISSUED TO REFLECT ADDITIONS ;an ' 10/12/84 STONE &WEBSTER ENGINEERING CORPL «ATION PAGE 7 CORPORATE PERSONNEL INFORMATION MANAGEMENT SYSTEM PERSONNEL CLASSIFICATICN SYSTEM (PS=GTM071) POSITION CLASSI FICATION F CONDE TITLE A15 AOMINISTRATOR,LABOR RELATIONS,SENIORA5S&ACMINISTRATOR,SECURITY AS i ASSOCIATE,ENGINEERING,SENIOR D911 DESIGNER,SENICR,LEAD D0N2 DESIGNER,GRAPHIC,SENIOR,LEAD D8 CESIGNE,FIEIC,LEAD,SENICR 053 CESIGIER,CONSTRUCTION,SENIOR 092 SCIENTIST,(TITLEDO) E05 ENGINEER,COST,CONSTRUCTION,CHIEF,ASSISTANT £12 ENGINEER,CONSTRUCTION,SENIOR E75 ENGINEER,ESTIMATING E76 ENGINEER,ESTIMATING,SENIOR ;E94 ENGINEER,COST,CONSTROCTION,SENIOR K51 ADMINISTRATOR,SENIOR (TITLED) K60 ANALYST,SENIOR (TITLED) LS1 'SPECIALIST,TRAFFIC,SK M82 MANAGER,TRANSPORTATION SERVICES,PASSENGER NV4 MANAGER OFFICE ADMINISTRATION N25 MANAGER,PROJECT PERSONNEL N35 MANAGER,SENIOR ENGINEERING,ASSISTANT TC N60 MANAGER,DEPARTMENT,ASSISTANT TG N72 ENGINEES,MANAGEMENT SYSTEMS N84 MANAGER,DIVISICN,ASSISTANT TO N88 ENGINEER,CONSTRUCTION ESTIMATING,SENIOR N92 ENGINEER,CONSTRUCTION,ESTIMATING P17 PHYSICIST,RADIOLOGICAL HEALTH P19 MANAGER,PROJECT SECURITY P40 PROGRAMMER,SYSTEMS,SENIOR P84 MANAGER,TRAFFIC,ASSISTANT P99 PLANNER,CHIEF ROO ADVISOR,REGULATORY k18 SPECIALIST,TECHNICAL SUPPORT,SENIOR R36 SOPERVISOR,INSPECTION QUALITY CONTRCL R63 SPECIALIST,PURCHASING,SENIOR R92 SUPERVISOR,SAFETY,CHIEF R93 SUPERVISOR,SAFETY,SENIOR R98 SUPERVISOR,ASSISTANT $20 SUPERVISOR,CONSTRUCTION,IRONWORKER=RIGGER $30 SUPERVISOR,CONSTROCTION,LABOR,SENIOR S56 SUPERVISOR,CONSTRUCTION,EQUIPMENT S64 SUPERVISOR,OFFICE,SENIOR T33 SUPERVISOR,SECORITY,SENICR T56 SUPERVISOR,INSPECTION,QUALITY CONTROL,CHIEF T65 SUPERVISOR,TRAINING T75 SPECIALIST,SYSTEMS,SENIOR *PERIODIC AODENDA WILL SE ISSUED TO REFLECT ADDITIONS 10712784 sTeNh 6 WEBSTER ENGINEERING CORE .ATION PAGE 8 CORPORATE PERSONNEL INFORMATION MANAGEMENT SYSTEM PERSONNEL CLASSIFICATION SYSTEM (PS=GTM071) POSITION CLASSI FPICATICN F CODE TITLE T87 ENGINEER,CONSTRUCTION,ESTIMATING,CHIEF,ASST w31 SUPERVISOR,RECCRDS 022 ACCOUNTANT,PROJECT,ASSISTANT 068 BUYER,PROJECT,SENIOR 253 DESTGIER,TEMPOKARY,SENIOR 320 COORDINATOR,ENGINEERING,CCST 336 CESIGNER,SENICR 356 ENGINEER=DESIGN 331 ENGINEER 385 ENGINEER,CONSTRUCTION 396 ENGINEER,COST 803 ENGINEER,PLANNING,CONSTRUCTION,SENICR 415 ENGINEER,FIELO,CHIEF 433 ENGINEER,OFFICE,CHIEF $42 ENGINEES,PLANNING 848 ENGINEER,QUALITY CONTROL,SENIOR 457 ENGINEER,COMPUTER APPLICATIONS,SENIOR 487 GECLOGIST 497 DESIGNER,TEMPORARY,FIELD,SENIOR $37 MANAGER,PROJECT,ASSISTANT TO 615 MANAGER,CONSTRUCTION SERVICES,ASSISTANT TO 667 SUPERVISOk,MATERIAL CONTROL,SENIOR 753 ANALYST,PROGRAMMER,SENIOR 761 AGENT,PURCHASING 764 COORDINATOR,PURCHASING 736 SUPERVISOR,CONSTRUCTION,PIPING 787 SUPERVISOR,CONSTRUCTION,STRUCTURAL 788 SOPERVISOR,CONSTRUCTION,WELDING 789 SUPERVISOR,CONSTRUCTION,INSTRUMENT 791 SUPERVISOR,CONSTROCTION,REINFORCEMENT 792 SUPERVISOR,CONSTRUCTION,LABOR 793 SUPERVISOR,CONSTRUCTION,MECHANICAL 794 SUPERVISOR,CONSTRUCTION,PAINTING 796 SUPERVISOR,CONSTRUCTION,CARPENTERS 797 SUPERVISOR,CONSTRUCTION,ELECTRICAL 916 SUPERVISOR 983 TIMEKEEPER,CHIEF *PERIODIC ADDENDA WILL BE ISSUED TO REFLECI ADDITIONS ° 10712784 STCNE &WEBSTER ENGINEERING COR:JRATION PAGE 9 CORPORATE PERSONNEL INFORMATION MANAGEMENT SYSTEM PERSONNEL CLASSIFICATION SYSTEM (PS=GTM071) POSITION CLASSIFICATICN G CODE TITLE B36 ANALYST,CONSTRUCTION SYSTEMS I B50 AUDITOR,RESIDENT BR1 ADMINISTRATOR,CONTRACT I C03 DESIGNER,GRAPHIC,SENIOR DO9 DESIGNER,FIELC,SENIOR D110 DESIGNER,FIELD D42 GEOLCGIST,ASSOCIATE D52 CESIGNER,CONSTRUCTION 566 OfSIGNER,SENIOR (LIMITED) 09 1 SCIENTIST,ASSOCIATE 099 ENGINEER,SAFETY,SENIOR E91 EXPEDITER,PROJECT,SENIOR E93 ENGINEER,COST,CONSTRUCTION E99 EXPEDITER,SPECIALIST K52 ADMINISTRATOR (TITLECL) K61 ANALYST (TITLED) M90 SUPERVISOR,MATERIAL CCNTROL M95 -MODEL MAKER,SENIOR N26 SOPERVISOR,PROJECT PERSONNEL N69 MANAGER,AST,PASSENGER TRANSPORTATION SERVICES P97 COORDINATOR,INSPECTICN,SENIOR R17 SPECIALIST,TECHNICAL SUPPCRT R50 SPECIALIST,CONSTRUCTION II R52 SPECIALIST,CONSTRUCTION III R61 SPECIALIST,PURCHASING $23 SUPERVISOR,CONSTRUCTION,ELECTRICAL,ASSISTANT S43 SUPERVISOR,CONSTRUCTION,PIPING,ASSISTANT $84 SOPERVISOR,SECURITY T40 TIMEKEEPER,CHIEF,ASSISTANT T89 SPECIALIST,TRAINING ITI T99 SPECIALIST,ASSOCIATE TECHNICAL SUPPORT W60.EDITCR/WRITER,SENIOR (TITLED) 006 ACCOUNTANT,SENIOR 018 AOMINISTRATOR,CONTRACT 054 BOYER,SENIOR 259 DESIGNER,TEMPORARY,FIELD 296 COORDINATOR,TRAINING 338 CESIGNER 339 ARCHITECT,DESIGN 373 ENGINEER,PLANNING,CCNSTRUCTION 384 ASSOCIATE,ENGINEERING 390 ENGINEER,COMPOTER APPLICATIONS 419 ENGINEER,FIELO,SENICR 4a7z ENGINEER,QUALITY CONTROL 463 ENGINEER,PLANNING,FIELO,SENIOR *PERIODIC ADDENDA WILL BE ISSUED TO REFLECT ADOITIONS 10712784 STONE &WEBSTER ENGINEERING CORPORATION PAGE 10 CORPORATE PERSONNEL INFORMATION MANAGEMENT SYSTEM PERSONNEL CLASSIFICATION SYSTEM (PS=GTM071) POSITION CLASSIFICATICN G CODE TITLE 480 ENGINEER,OFFICE,SENICR 598 REPRESENTATIVE,QUALITY ASSURANCE,PROCUREMENT,SR 514 INSPECTOR,QUALITY CONTROL,SENIOR 516 REPRESENTATIVE,QUALITY ASSURANCE,PROCUREMENT 545 INSPECTOR,CCNSTRUCTICN,SENIOR 671 CONTRCLLER,MATERIAL,SENIOR 676 SUPERVISOR,EXPEDITING,FIELD 755 PROGRAMMER,SYSTEMS 763 AGENT,PURCHASING,ASSISTANT 827 SUPERVISOR,OFFICE 898 SUPERVISOR,LAZOR RELATIONS 932 SOPERVISCR,SAFETY 959 ANALYST,SYSTEMS *PERIODIC ADDENDA WILL BE ISSUED TO REFLECT ADDITIONS PAGE 1110412783STONE&WEBSTER ENGINEERING CORPUnATION CORPORATE PERSONNEL INFORMATION MANAGEMENT SYSTEM PERSCNNEL CLASSIFICATICN SYSTEM (PS-GTM071) POSITION CLASSI FICATION Hi CODE TITLE AQ2 ADMINISTRATOR,CONTRACT,ASSISTANT A13 ACMINISTRATOR,LABOR RELATICNS Al ADMINISTRATOR,LABOR RELATIONS,ASSOCIATE A17 ADMINISTRATOR,SAFETY,ASSCCIATE A25 ACMINISTRATOR,RECORCDS A33 ANALYST AS6 ILLUSTRATOR,ARTIST,SENIOR Ak6 ASSISTANT,LICENSING,SENICR A88 ASSOCIATE,LICENSING A90 ATTENDANT,MEOICAL A99 ASSISTANT,LICENSING B40 COORDINATOR,COMPUTER OPERATIONS B4&2 ADMINISTRATOR,RECORDS,SENIOR BOY CESIGNER,GRAPHIC D95 DRASTER,SENIOR 037 DRAFTER,TEMPORARY,SENIOR D43 GEOLCGIST (CD),ASSOCIATE DS1 DESIGNER,CONSTRUCTION,ASSOCIATE D65 DESIGNER,(LIMITED) D98 ENGINEER,SAFETY E92 ENGINEER,COST,FIELC £03 ENGINEER,COST,FIELD,SENIOR E90 EXPEDITER,PROJECT E98 EXPEDITER,SENICR FO7 OPERATOR,SUPPORT,COMPUTER,SENIOR F16 CCCRDINATOP,SYSTEMS B F25 AIDE,TECHNICAL,SENIOR F4O AIDE,ENGINEERING,SENIOR FS2 SPECIALIST,PROJECT SYSTEMS B FS5 SPECIALIST,PROJECT RECORDS A F56 SPECIALIST,PROJECT FECORDS 8 F60 SPECIALIST,QUALITY ASSURANCE K28 ANALYST,PLANNING,FIELD,SENIOR LS2 SPECIALIST,TRAFFIC N05 MOCEL MAKER,TEMPORARY N06 MCDEL MAKES,TEMPORARY,SENIOR N 17.ENGINEER,ESTIMATING,FIELD . N27 SOPERVISOR,PROJECT PERSONNEL,ASSISTANT N78 NORSE,INDUSTRIAL,SENIOR EN N90 NORSE,INDUSTRIAL,RN P24 PHYSICIST,HEALTH P27 PROGRAMMER (CD) 2 33 PROGRAMMER,SYSTEMS,ASSOCIATE P57 SUPERVISOR,CONSTRUCTION,EQUIPMENT,ASSISTANT R51 SPECIALIST,CONSTRUCTION I *PERIODIC ADDENDA WILL 3E ISSUED TO REFLECT ADDITIONS 10712784 STONE &WEBSTER ENGINEERING CORPORATION PAGE 12 CORPORATE PERSONNEL INFORMATION MANAGEMENT SYSTEM PERSONNEL CLASSIFICATICN SYSTEM (PS=GTIM071) POSITION CLASSIFICATION H CODE TITLE R69 SPECIALIST,PURCHASING,ASSISTANT R87 SUPERVISOR,DATA PROCESSING S27 SUPERVISOR,CONSTRUCTION,INSTRUMENT,ASSISTANT $31 SUPERVISCR,CONSTRUCTION,LASOR,ASSISTANT $33 SUPERVISOR,CONSTRUCTION,MECHANICAL,ASSISTANT $38 SUPERVISOR,CONSTRUCTION,PAINTING,ASSISTANT S45 SUPERVISCR,CONSTRUCTION,STRUCTURAL,ASSISTANT sag SUPERVISOR,CONSTRUCTION,WELDING,ASSISTANT $52 SUPERVISCR,DATA,QUALITY Sf2 SUPERVISOR,OFFICE,ASSISTANT sag SECKETARY,SENICR T53 SPECIALIST,TRAINING I T62 SPECIALIST,TRAINING,SENIOR T73 CCORDINATOR,DATA COMMUNICATIONS,SENIOR T77 ENGINEER,FIELD,ESTIMATING,SENIOR T94 ANALYST,FIELD,ESTIMATING W61 EDITCR/WRITER (TITLED) W62 EDITOR/WRITER,ASSOCIATE (TITLED) W63 EDITCR/WRITER,ASSISTANT wq79 WRITER,TECHNICAL,ASSISTANT Y31 SPECIALIST,WORD PROCESSING,SENIOR X36 SPECIALIST,WORD PROCESSING SYSTEMS 8B Y54 SPECIALIST,DOCUMENT CONTROL,SENICR Y68 AIDE,DIVISION,SENIOR Y93 SPECIALIST,DATA ENTRY X¥94 SPECIALIST,CATA ENTRY,SENIOR 005 ACCOUNTANT 099 AIRE,ENGINEERING C 016 ASSISTANT,ADMINISTRATIVE,SENIOR 036 ADMINISTRATIVE ASSISTANT 047 ARTIST,GRAPHIC 051 BUYER 085 ANALYST,COS1,FIELD,SENIOR 093 ASSISTANT,AOMINISTRATIVE,DIVISION 228 EXPEDITER,FIELC II 254 DESIGNER,TEMPORARY 255.DRAFTER,TEMPORARY,SENIOR 261 DRAFTER,TEMPORARY,FIELD 3383 ENGINEER (CD) 421 ENGINEER,FIELD 839 ENGINESR,OFFICE 840 ENGINEER,PLANNING,FIELD aay ENGINEER,QUALITY CONTROL,ASSISTANT 505 ILLUSTRATOR,ENGINEERING,SENIOR 512 INSPECTOR,CCNSTRUCTION *PERIOOIC ADDENDA WILL BE ISSUED TO REFLECT ADDITIONS 10712784 STCNE &WEBSTER ENGINEERING COR:vRATION PAGE 13 CORPORATE PERSONNEL INFORMATION MANAGEMENT SYSTEM PERSCNNEL CLASSIFICATION SYSTEM (PS=GTM071) POSITION CLASSI FICATICN H CODE TITLE 513 INSPECTOR,QUALITY CCNTROL II 519 INSPECTOR,SAFETY,SENIOR 675 EXPEDITER,FIELC,SENIOR 680 MOCEL MAKER 703 OPERATOR,COMPUTER,SENIOR 739 PARTY CHIEF 754 ANALYST,PROGRAMMER 756 PROG RAMMER 823 ASSISTANT,STAFF 841 SUPERVISOR,LABOR RELATIONS,ASSISTANT 965 TECHNICIAN,LABORATORY 976 TIMEKEEPER,SENIOR *PERIODIC ADDENDA WILL 3E ISSUED TO REFLECT ADDITIONS 10712784 TONE &WEBSTER ENGINEERING CORPORATION PAGE 14 CORPOFATE PERSCNNEL INFORMATION MANAGEMENT SYSTEM PERSONNEL CLASSIFICATION SYSTEM (PS=GTM071) POSITION CLASSIFICATION T CODE TITLE A24 ADMINISTRATOR,RECORDS,ASSISTANT ASS ILLUSTRATOR,ARTIST A57 ILLUSTRATOR,ARTIST,JUNIOR A78 ANALYST,ASSISTANT BO1 AIDE,ADMINISTRATIVE,SENIOR BO5 SPECIALIST,LABCK RELATICNS B60 COORDINATOR,QOALITY CATA DN6 DRAFTER 311 DRAFTER,FIELD,SENIOR D12 DeAFTER,FIELD D139 ANALYST,DOCUMENTATION INDEX D25 TECHNICIAN,ENGINEERING MOCEL 036 CRAFTER,TEMPORARY D453 DRAFTER,(LIMITED) D64 DRAFTER,SENIOR (LIMITED) p70 CCOP,DRAFTER 080 CCOP,DRAFTER,SENIOR D94%SCIENTIST (CC),ASSOCIATF E10 ENGINEER,OFFICE,ASSISTANT Ev ENGINEER,FIELO,ASSISTANT E81 ENGINEER,FIELO COST,ASSISTANT FQ2 OPERATOR,COMPUTER B FQ3 OPERATOR,COMPUTER C FOS OPERATOR,SUPPCKT,COMPUTER B F06 OPERATOR,SUPPORT,COMPUTER C FO9 TECHNICIAN,COMPUTER GRAPHICS B F10 TECHNICIAN,COMPUTER GRAPHICS C FI5 COORDINATOR,SYSTEMS A F20 ASSISTANT,ACCOUNTING A F21 ASSISTANT,ACCOUNTING B F29 TECHNICIAN,LIBRARY B F 30 ASSISTANT,LIBRARY A F31 ASSISTANT,LISRARY B F35 TECHNICIAN,RECORDS MANAGEMENT A £36 TECHNICIAN,RECORDS MANAGEMENT B F37 TECHNICIAN,RECORDS MANAGEMENT C Fad.PROCFREADER PB Fug ASSISTANT,EDITCRIAL A F49 ASSISTANT,EDITORIAL £ FSO ASSISTANT,EDITCRIAL C FS1 SPECIALIST,PROJECT SY¥STEMS A F80 ILLUSTRATOR,ARTIST,JR (LTC) F8)ILLUSTRATOR,ARTIST (LTD) K27 ANALYST,PLANNING,FIELD K65 ANALYST (CD) *PERIODIC ADDENDA WILL BE ISSUED TO REFLECT ADDITIONS STONE &WEBSTER ENGINEERING CORPURATICN PAGE 1510/12/84 COPPORATE PERSONNEL INFORMATION MANAGEMENT SYSTEM PERSCNNEL CLASSIFICATION SYSTEM (PS=-GTM071) POSITION CLASSIFICATION I CODE TITLE L53 SPECIALIST,TRAFFIC,ASSISTANT N89 GUARD,SARGENT N91 NORSE,INDUSTRIAL,LPN P20 OFFICER,SITE,CIVIL RIGHTS P28 ENGINEER,PLANNING,FIELD,ASSISTANT P63 INSPECTOR,SAFETY II P64 PROGRAMMER,ASSCCIATE R70 SPECIALIST,PERSONNEL T78 AIDE,TECHNICAL 8 179 AIDE,TECHNICAL C T92 TIMEXEEPER y11 OPESATOR,TELEFHONE 8B Y12 OPERATOR,TELEPHONE C X22 OPERATOR,COMMUNICATIONS C X28 OPERATOR,WORD PROCESSING B Y 29 SPECIALIST,WORD PROCESSING A ¥30 SPECIALIST,WORD PROCESSING 3 Y35 SPECIALIST,WORD PROCESSING SYSTEMS A Y¥40 SECRETARY A Yai SECRETARY B ' ¥S1 AIDE,DOCUMENT CONTROL B X52 SPECIALIST,COCUMEND CONTROL A YS3 SPECIALIST,DOCUMENT CONTRCL 8B Y61 COCRDINATOR,TRAVEL B X62 COGRDINATOR,TRAVEL C Yos AIDE,DIVISION PB Y67 AIDE,DIVISION C Y72 COCRCINATOR,DATA COMMUNICATIONS A ¥73 CCORDINATOR,DATA COMMUNICATIONS B Y75 AIDE,ADMINISTRATIVE C X76 SPECIALIST,ADMINISTRATIVE Y¥77 SPSCIALIST,ADMINISTRATIVE,SENIOR X92 OPERATOR,DATA ENTRY C 004 AIDE,AOMINISTRATIVE B 007 AIDE,ENGINEERING A 008 AIDE,ENGINEERING 8B 027 AIDE,ADMINISTRATIVE 039 STUDENT,COOPERATIVE (TECHNICAL) 083 ANALYST,COST,FIELD 090 STUDENT,COOPERATIVE (NON-TECHNICAL) 130 CCORDINATOR,DOCUMENTATION 145 COORDINATOR,DOCUMENTATION,SENIOR 146 OPERATOR,TELEPHONE,SENIOR 155 COORDINATOR,DAIA ENTRY 156 COORDINATOR,OATA ENTRY,SENIOR *PERIODIC ADDENDA WILL BE ISSUED TO REFLECT ADDITIONS STONE &WEBSTER ENGINEERING CORPORATION PAGE 1610/12/34 CORPORATE PERSONNEL INFORMATION MANAGEMENT SYSTEM PERSONNEL CLASSIFICATION SYSTEM (PS-GTM071) POSITION CLASSIFICATION x CODE TITLE 229 CONTROLLER,MATERIAL III 256 DRAFTSMAN,TEMPORARY 260 DRAFTER,TEMPORARY,FIELD,SENIOR 282 CONSTRUCTION ASSISTANT,PIPING,SENIOR 287 CONSTRUCTION ASSISTANT,SfRUCTURAL,SENIOR 288 CONSTROCTION ASSISTANT,WELDING,SENICK 289 CONSTRUCTION ASSISTANT,MECHANICAL,SENIOR 481 EXPZDITER 504 ILLUSTRATOR,ENGINEERING 515 INSPECTOR,QUALITY CONTOL I 518 INSPECTOR,SAFETY 556 CONTFOLLER,MATERIAL II 568 OPERATOR,INSTRUMENT,SURVEY,[IT 682 EXFEDITER,FIEIC [I 706 OFFICER,SECURITY 982 TYPIST,SENIOR *PERIODIC AODENDA WILL BE ISSUED TO REFLECT ADDITIONS 10712784 STCNE 6 WEBSTER ENGINEERING CORPORATION PAGE 17 CORPORATE PEPSONNEL INSORMATION MANAGEMENT SYSTEM PERSONNEL CLASSIFICATION SYSTEM (PS=GIM071) POSITION CLASSI FICATICN J CODE TITLE A52 APPRENTICE,FIELC AS4&APORENTICE,ARTIST B92 AIDE,OFFICE 1 BN3 AIDE,OFFICE 11 B74 BOYER,ASSISTANT D497 DRAFTER,JUNIOP N13 DRAFTER,FIELD,JUNIOR Daya CLERK,DATA 060 CCGOP,DRAFTER,JUNIOR 261 APPRENTICE,(LIMITED) 062 ORAFTER,JUNIOR (LIMITED) D090 COOP,APPSENTICE FO 1 OPERATOR,COMPUTER A FOU CPERATOR,SUPPORT,COMPUTER A F08 TECHNICIAN,COMPUTER GRAPHICS A F298 TECHNICIAN,LIERARY A F4a3 PROOFREADER A K26 ANALYST,PLANNING,FIELD,ASSISTANT M94 MCDEL MAKER,APPRENTICE N94 OPERATOR,DATA ENTRY NYS OPERATOR,CATA ENTRY,SENIOR N98 OPERATOR,TELEPHONE,SENIOR P52 INSPECTOR,SAFETY 1 P79 ASSISTANT,PURCHASING P89 SPECIALIST,SECURITY R4O REVIEWER,DATA,QUALITY T3836 EXPEDITER,FIELC,ASSISTANT X01 AIDE,CFFICE A Y92 AIDE,CFFICE 2 Y93 AIDE,OFFICE,SENICR Y96 TYPIST A X97 TYPIST 3 Y10 COPERATCR,TELEPHCNE A Y20 OPERATOR,COMMUNICATICNS A Y21 OPERATOR,CCMMUNICATICNS B Y27 CPERATOR,WORD PROCESSING A Y&5 WRITER,CRDEK A Y46 WRITER,ORCER 8 Y50 AIDE,COCUMENT CCHNTRCL A Y60 COCRDOINATOR,TRAVEL A Y465 AIDE,DIVISICN A Y80 OPERATOR,PLOTTER A Y81 OPERATOR,PLCITER B Y84 OPEPATOR,KEYPUNCH A Y85 CPERATOR,KEYFONCH 8B *PERIODIC ADDENDA WILL BE ISSUED TO REFLECT ADDITIONS 10712784 STONE &WEASTER ENGINEERING CORPORATION PAGE 18 CORPORATE PERSONNEL INFORMATION MANAGEMENT SYSTEM PERSCNNEL CLASSIFICATICN SYSTEM (PS=GTM071) POSITION CLASSIFICATICN J COOE TITLE Y86 OPERATOR,KEYPUNCH C X90 CPERATOR,OATA ENTRY A 91 OPERATOR,DATA ENTRY B 001 AIDE,ADMINISTRATIVE A Q11 AIDE,TECHNICAL A 033 ASSISTANT,ACCOUNTING,SENIOR 058 OPERATOR ROD I 084 ANALYST,COST,FIELD,ASSISTANT 097 CLERK,ACCOUNTING I 098 CLERK,ACCOUNTING ITI 113 CLERK,DATA,QUALITY,SENIOR 136 CLERK,CATA QUALITY 150 CLERK,ENGINEERING,SENIOR 152 CLERK,ENGINEERING 292 CLERK,MAIL 294 CLERK,MAIL,SENIOK 215 OPERATOR,MACHINE,REPRODUCTION,JUNIOR 226 CLERK,RECORDS,SENICR 233 OPERATOR/PROGRAMMER,CCMPUTER 234 ASSISTANT,CCST 248 CLERK,RECCRD,SENIOR (A) 250 CLEPK,RECORCE 280 CONSTRUCTION ASSISTANT,MECHANICAL 281 CONSTRUCTION ASSISTANT,MECHANICAL,JUNIOR 283 CCNSTRUCTION ASSISTANT,PIPING 285 CONSTRUCTION ASSISTANT,ELECTRICAL,SENIOR 286 CONSTRUCTION ASSISTANT,ELECTRICAL,JUNIOR 290 CONSTROCTION ASSISTANT,WELDING,JUNIOR 291 CCNSTRUCTION ASSISTANT,PIPING,JUNICR 391 CLERR-TYPIST 302 CLERK TYPIST,SENIOR 304 CLERK-TYPIST,JONIOR 395 CONSTRUCTION ASSISTANT,ELECTRICAL 306 CCNSTRUCTION ASSISTANT,STRUCTURAL 307 CONSTRUCTION ASSISTANT,STRUCTURAL,JUNIOR 398 CONSTRUCTION ASSISTANT,WELDING -330-COORDINATOR,CCNTROL,PRODUCTION 484 ATTENDANT,FIRST AID 6638 CONTROLLER,MATERIAL I 724 OPERATOR,CAMERA 731 OPERATOR,TELEFRCNE 745 ASSISTANT,PLANNING 760 OPERATOR,MACHINE,REPRODUCTION,SENIOR 762 OPERATOR,MACHINE,REFRCOUCTION 777 RECEPTIONIST *PERIODIC ADDENDA WILL BE ISSUED TO REFLECT ADDITIONS (\. 10712784 STCNE &WEBSTER ENGINEERING CORPORATION PAGE 19 CORPORATE PERSONNEL INFORMATION MANAGEMENT SYS7EM PERSONNEL CLASSIFICATION SYSTEM (PS=GTM071) POSITION CLASSIFICATION J CODE TITLE 806 OPERATOR ROD II 810 GUARD,SECURITY 962 TECHNICIAN,QUALITY CONTROL 964 TECHNICIAN,QUALITY CCNIRCL,ASSISTANT 947 TRACER OR APPRENTICE 948 TIME CHECKER 975 CLERK,TIME [I 946 OPERATOR,INSTRUMENT,SURVEY,I 987 CLERK,TIME II *PERIOOIC ADDENDA WILL BE ISSUED TO REFLECT ADDITIONS (January 25,1984 STONE &WEBSTER ENGINEERING CORPORATION COMPUTER CHARGES The following rates for the Engineering Computing Center are currently charged and are subject to revision: Rates DATA ENTRY SERVICE - KEYPUNCHING AND VERIFYING $10.50/hour IN-HOUSE COMPUTER -3081,4341 See Attachment A1 CALCOMP PLOTTING $65.00/hour TEXT TERMINAL SERVICE Connect Time §7.50/hour Document Storage $.01/PSR/night Output Units a.Printed Output §.004/line b.=Archiving Out S$.120/PSR c.Archiving tn $.120/PSR INPUT TERMINAL SERVICE Connect Time $2.00/hour Document Storage S$.004/PSR/night Output Units S$.002/unit a.Archiving Out b.Archiving In IBM DISPLAY WRITER (all inclusive except $400.00/month communication modem which is billed at cost) ATTACHMENT At ECC -IN-HOUSE COMPUTER RATES Punched Output Printed Output -1-Part Paper Printed Output -4-Part Paper Temporary Data Set Usage Permanent Data Set Usage Tape Mounts CPU Usage Rate EXCP Charge Non-prime Shift Discount Minimum Executed Step Charge - Prime Shift Minimum Executed Step Charge - Non-prime Shift Priority CPU Usage Rate Increment DATA STORAGE CHARGES Disk Data Set Storage -3380 Tape Storage ADDITIONAL ON-LINE APPLICATION CHARGES TSO Connect Time CICS Connect Time VM Connect Time WANG SYSTEM January 25, $.005 each $.0011/line $.0033/line $.07 each $.25 each $.80 each $3,600/hour .0027 seconds added to CPU time 40% §.75 $.45 $2,800/hour $.20/track/week §.35/reel/week $10.00/hour $3.00/hour $1.50/hour S 8.71/hour 1984 March 26,1985 STONE &WEBSTER ENGINEERING CORPORATION BILLING RATES FOR COMPUTER GRAPHICS,CADEPS AND MICRO COMPUTER The above noted cost centers will utilize the following rate structure for services performed.These rates are subject to revision. Rates Computer Graphics CAD Equipment $35.00 per hour Optical Scanner $50.00 per hour SWEPS (Formerly Cadeps) Connect Time $35.00 per hour Data Terminal (VT100)Service $10.00 per hour Disk Storage .006 per block average per month Plotted Output ./5 per page Micro Computer 1.Microcomputers which meet one of the following conditions: A.The microcomputer is at a jobsite B.The microcomputer is dedicated to one project C.The computer is used for internal development by a single SWEC unit under one work order or a group of related work orders. Flat Rate $35.00 per day 2.Anchorage Office Microcomputer $300.00 per month 3.All other microcomputers Hourly Rate 10.00*per hour *Item changed since the previous rate schedule STONE &WEBSTER ENGINEERING CORPORATION REPROGRAPHICS RATE SCHEDULE January 7,1985 The following rates for reprographics and related services are currently charged and are subject to revision: DIAZO SECTION Diazo Prints $ Diazo Folding Diazo Collating Sepia Sepia Mylar PHOTOGRAPHIC SECTION Mylar Washoff $ Process Prints Autopositives Camera Film Contact Photographs Negative Photographic Film Photographic Enlargements Microfilm Enlargements -Paper Microfilm Enlargements -Mylar Contact Negatives 35 MM Black and White Slides 35 MM Color Slides (20 exp.) 35 MM Color Slides (36 exp.) 35 MM Duplicate Slides Halftone Negatives Overhead Visual Mounting Passport/Visa Photographs Photographer CIBACHROME Color Prints 8 1/2"x 11" 1-10 copies per original 11 and over per original 11"x 16 1/2" 1-10 copies per original 11 and over per original CIBACHROME Overhead Film Transparencies 8 1/2"x 11"per copy COMMERCIAL GRADE EKTRACHROMECOLOR PRINTS 8"x 10" 1 copy per original $ 2-10 copies per original 11 and up copies per original 8 1/2"x 11” 1 copy per original 2-10 copies per original 11 and up per original Page 1 of 8 Rates .08 per sq.ft. .20 each print .03 each print .30 per sq. .75 per sq. .60 each ft. ft. 75 per roll 5.00 per sq.ft. .75 each 5.00 per set of 2 45.00 per hour 6.00 each 5.00 each 9.00 each 7.50 each 13.00 each 11.00 each 5.25 each 3.75 each 15.00 each 6.50 each 4.50 each COMMERCIAL GRADE EKTRACHROMECOLOR PRINTS (cont'd) 11"x 14” 1 copy per original 2-10 copies per original 11 and up per original 16”x 20” 1 copy per origina! 2-10 per original 11 and up per original 20”x 24” 1 copy per original 2-10 per original 11 and up per original CUSTOM GRADE EKTRACHROMECOLOR PRINTS 8"x 10” 1 copy per original 2 and up per original 8 1/2"x 11° 1 copy per original 2 and up per original 11"x 14” 1 copy per original 2 and up per original 16”x 20” 1 copy per original 2 and up per original 20"x 24” 1 copy per original 2 and up per original DUPLICATING SECTION Duplicating Sulphite Bond -8-1/2"x 11” 1-50 copies per original Sulphite Bond -8-1/2"x 11" each additional 50 copies or fraction thereof per original Sulphite Bond -11"x 17" 1-50 copies per original Sulphite Bond -11"x 17” each additional 50 copies or fraction thereof per original 60 Ib.Bond -8-1/2”x 11" 1-50 copies per original 60 Ib.Bond -8-1/2"x 11" each additional 50 copies or fraction thereof per original Page 2 of 8 Rates 20.00 each 10.00 each 8.25 each 35.00 each 18.00 each 14.00 each 50.00 each 25.00 each 20.00 each 35.00 each 17.50 each 40.00 each 20.00 each 50.00 each 25.00 each 75.00 each 35.00 each 100.00 each 50.00 each .06 each .70 each .14 each 1.50 each .08 each .80 each January 7,1985 DUPLICATING SECTION (cont'd) 60 Ib.Bond 11"x 17” 1-50 copies per original 60 Ib.Bond -11"x 17" each additional 50 copies or fraction thereof per original Strathmore Bond -8-1/2"x 11" 1-50 copies per original Strathmore Bond -8-1/2"x 11" each additional 50 copies or fraction thereof per original Index Stock -8 1/2"x 11" 1 50 copies per original Index Stock -8 1/2"x 11" each additional 50 copies of fraction thereof per orginal Xerox Color Transparencies Xerox Color Prints Xerox Film or Labels 2080 Bond Copies 2080 Vellum Copies PLANOGRAPH Sulphite Bond -8-1/2"x 11” plate plus 100 copies or fraction thereof Sulphite Bond -8-1/2"x 11” each additional!100 copies or fraction thereof Vellum -8-1/2"x 11” plate plus 100 copies or fraction thereof Vellum -8-1/2"x 11" each additional 100 copies or fraction thereof Sulphite Bond -11"x 17" plate plus 100 copies or fraction thereof Sulphite Bond -11”x 17" each additional 100 copies or fraction thereof Vellum -11"x 17" plate plus 100 copies or fraction thereof Vellum -11"x 17" each additional 100 copies or fraction thereof Page 3 of 8 $ January 7, Rates .18 each 1.70 each .12 each 1.40 each .15 each 1.60 each 1.25 each 1 00 each .50 each .75 per sq.ft. 1.00 per sq.ft. 13.00 2.75 20.00 9.00 23.00 6.00 40.00 18.00 1985 PLANOGRAPH (cont'd) Sulphite Band -11”x 23" piate plus 100 copies or fraction thereof Sulphite Bond -11"x 23" each additional 100 copies or fraction thereof Vellum -11°x 23" plate plus 100 copies or fraction thereof Vellum:-11°x 23” each additional 100 copies or fraction thereof COLOR PRINTING 8-1/2"x 11°-Each Color plate plus 100 copies or fraction thereof 8-1/2"x T1°=Each Color each additional 100 copies or fraction thereof 11"x 17 -Each Color plate plus 100 copies or fraction thereof 11”x 17°-Each Color each additional 100 copies or additional fraction thereof 11°x 23"-Each Color plate plus 100 copies or fraction thereof Sulphite Bond -8-1/2"x 11” each additional 100 copies or fraction thereof Vellum -8-1/2"x 11" plate plus 100 copies or fraction thereof Vellum -8-1/2"x 11” each additional 100 copies or fraction thereof Sulphite Bond 11"x 17" plate plus 100 copies or fraction thereof Sulphite Bond -117 x 17" each additional!100 copies or fraction thereof Vellum -11"x 17” plate plus 100 copies or fraction thereof Vellum -117%x 17” each additional 100 copies or fraction thereof Page 4 of 8 January 7,1985 Rates 35.00 7.00 55.00 20.00 25.00 6.00 35.00 8.00 45.00 2.75 20.00 9.00 23.00 6.00 40.00 18.00 COLOR PRINTING (cont'd) Sulphite Bond -11"x 23" plate plus 100 copies or fraction thereof Sulphite Bond -11”x 23” each additional 100 copies or fraction thereof Vellum -11"x 23" plate plus 100 copies or fraction thereof Vellum -11"x 23” each additional 100 copies or fraction thereof COVER STOCK Cover Stock -9"x 12”plate plus 100 copies or fraction thereof Cover Stock -9"x 12"each additional 100 copies or fraction thereof Cover Stock -12"x 18”plate plus 100 copies or fraction thereof Cover Stock -12"x 18"each additional 100 copies or fraction thereof Cover Stock -12"x 24"plate plus 100 copies or fraction thereof Cover Stock -12"x 24"each additional 100 copies or fraction thereof INDEX TAB SHEETS 100 copies or fraction thereof DECALS Plate plus 100 copies or fraction thereof MYLAR 8-1/2"x 11"-100 copies or fraction thereof 11"x 17"-100 copies or fraction thereof 11"x 23”-100 copies or fraction thereof Page Sof 8 January 7,1985 Rates 35.00 7.00 55.00 20.00 25.00 10.00 35.00 12.00 50.00 14.00 8.00 25.00 30.00 60.00 78.00 BINDERY Collating -per 50 sheets or fraction thereof Punching -per 50 sheets or fraction thereof Offset Folding -per 50 sheets or fraction thereof Stapling per set Inserting and Booking per page or book 19 Hole Binding per book Acco Cover Books per book Plastic Packaging per package Acco Fasteners Cheshire/Perfect Binding Padding Hand Bindery Work per hour MICROFILM SECTION 35 MM Microfilm Aperture Cards 35 MM Roll Film Duplicate Silver Aperture Cards Duplicate Aperture Cards 35 MM Microprints Microprints on Vellum Keypunching or Furnished Cards Duplicate Silver Film per 100 ft.or fraction thereof 16 MM Microfilm Film Processing per rol! Roll Film Cartridges only Splicing Cartridge Loading Duplicate Silver Film per 100 ft.or fraction thereof Microfiche Original Fiche Duplicate Silver Fiche Duplicate Fiche Reader Printer Copies COM Fiche Page 6 of 8 Rates 1.00 .20 per pad 20.00 1.00 each .29 per frame .70 each 125 each .60 each 1.25 each .25 each 20.00 2.00 each 60.00 each 3.00 5.00 1.00 14.00 10.00 each .35 each .25 each .40 each 2.75 each January 7, MICROFILM SECTION (cont'd) Microfilm Miscellaneous 16 MM Roll Inspection 35 MM Aperture Card Inspection 105 MM Fiche Inspection Hand Microfilm Work per hour EMBOSSED PLASTIC PLATES Printed Blanks GRAPHICS SECTION Diazo Transparency Film Technisheen Covers 3M Transparent Color Key 3M Opaque Color Key I.N.T. 35 MM Kodalith Color Slide 8-1/2 x 11 8-1/2 x 11 9x12 10x 12 10x12 8-1/2 x 11 11x14 Black &White or Color Prints (processing only) Camera (Pos One) Color Prints Color Transparencies Black &White Pos Paper Positive or Negative Paper 5x7 8x 10 11x14 8-1/2x 11 8-1/2x11 12x18 8x10 10x12 Pace 7 of 8 Rates January 7, 6.00 per roll .40 each .40 each 20.00 per hour 1.00 each set of 4 .40 each set of 4 .40 sheet .60 sheet .80 sheet 1.30 sheet 2.30 sheet 4.55 sheet 5.90 sheet 4.30 roll 5.50 roll 3.00 roll 1.00 each 2.00 each 4.00 each 5.00 each .40 each 1.00 each .40 each .50 each 1985 GRAPHICS SECTION (cont'd) Positive Film Negative Film Other Materials Kroy Tape Mylar Blocking Film Transparency Frames Poster Board #300 Poster Board #1 Dry Mount Adhesive Typesetting Typesetting Paper Typesetting Film Typesetter Time 8-1/2 x 11 10x12 8-1/2 x 11 10 x 12 8-1/2x11 9x12 16x24 30x4030x40 - 16" 8" 12" 12" Page 8 of 8 Rates 1.00 each 1.30 each .85 each 1.10 each .27 foot .25 sheet .40 sheet 1.50 sheet .27 each 2.40 each 4.80 each .60 foot .30 each .45 each 1.70 each 13.00 hour January 7,1985