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. -AlASKA POWER AUTHORITY
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. ·.:SUSITNA HYDROELECTRIC ,,
·. PROJECT PROPOSAL
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JOIN·T VE~"TURE
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... AUGUST 16, 1982
VOLUME 1
1=~-CHNICAL PROPOSAl
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Susitna Joint Venture
Document Number
AL·ASKA POWER AUTHORITY \53
Please Return To 1,
DOCUMENT CONTROL
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·. ', SUSITNA HYDROELECTRIC
• ~ .
. •· i PROJECT PROPOSAL •
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.. ' APA-R~82-002
\ JOINT VENTURE
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··' '·AUGUST 16, 1982
· VOlUME 1
A .TECHNICA~L PROPOSAl
't.· .
. ,,~ BINDER 1 ..
TABLE ·OF CONTEN~-tl ;·;:~ '~-· :~' ; ~/
VOLUME 1 BINDER l
A. GF,NERAL
TRANSMITTAL LETTER
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CORPORATE COMMITMENT
JOINT VENTURE AGREEMENT
COMMENTS ON THE' DRAFT CONTRACT
B • STATEMENT OF WORK
EXECUTIVE SUMMARY
Introduction
Management and Organization
Management Team
Joint Venture Organization
Ge:n~;u;:al Operating Plan
Engineeoring Work Plan
Cost/Schedule Control
Environmental Compliance
Concluding Statement
C. EVALUATION CRITERIA
C(A) PERSONNEL
>'
ASSIGNMENT OF HARZA .... EBASCO JOINT VENTURE PERSONNEL
TO THE SUSITNA HYDROEI~ECTRIC PROJEC•r
Resumes
Project Matlagement
Engineering Operations
Project Control
Environmental and Regualtory
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12
14
16
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VOLUME 1· BINJJER 2
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·:JPint ·venture Management
OVerall Project Management
Engineering Operati6ns
Project Control
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Environmental and Regulatory Programs
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~ransitien Program
Positio~ Descriptions
Project Manage~ent
Project Manager (Anchorage)
Public Participation Program Manager (Anchorage)
Engineering Ope~ations
Engine~ring Operations Management (Anchorage)
Office Engineering Manager (Bellevue)
Lead Geologist (Bellevue)
Lead Geotechnical Engineer (Bellevue)
Laad Civil/Structural Engineer (Bellevue)
Lead Hydraulic Bngineer (Bellevue)
Lead Mech<~nical Engineer ( Be).levue)
Lead Elec·trical Engineer (Belle1.7Ue)
Lead Support Service Engineer (Bellevue)
Project Studies and Design Manager (Anc.hoJ:age)
Geotechnical Exploration Program Manager
(Anchorage)
Non-Technical Project Features Manager
{Anchorage)
Project Control
Project Control Manager (A.."lchorage)
Lead Cost/Schedule Control Engineer (Bellevue)
Lead Contract Administrator (Anc:Jorage)
Lead Cost/Schedule Engineer (Anchorage)
Account (Anchorage)
·-~.,Project Coordinator (Anchorage)
Environmental and Regulatory Programs
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VOLUME 1 BINDER 2
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Environmental and Regulatory Programs Manager
(Anchorage}
Agency Liaison (Anchorage)
FERC Licensing Coordinator (Anchorage)
Permits Coordinator (Anchorage)
Technical Programs (Anchorage)
Manpower Loading
~ Exhibits
B-1 Corporate Organization
B-2 Project Management Team
B-3 Management and Support Organization
B-4 Project Control Organization
B-5 Environmental ancl Regulatory Program f.1anagement
Organization
B-6 Bellevue Office Engineering Organization
B-7 Geotechnical Exploration Program Anchorage
C(B)
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17
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B-8 Design of Non-Technical F~cilities Management Organization
B-la Harza Engineering Operations
B-lb Harza Management Group Operations
B-lc Ebasco Company Organization -Operations
B-9 Man Loading by Month Anchorage Office & Field
Investigations
B-10 Man Loading by Month Bellevue Office
C(C) EXPERIENCE
1. Guri Hydroelectric l?roject
a. Project Description
b~ Services Provided
c. Dates of Design Work
d. Project Location and Ownership
• • • -~J.J.-
C(C)
1
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2
3
3
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VOLUME 1 BINDER 2
~: e. Cost of Design Services
f.~ '\Type of Contract
g .• '~lFERC Licensing
h. Cost Control and Scheduling
2. Chicago Tunnel and Reservoir Plan
a. Project Description
b. Services Provided
c. Dates of Design Work
d. Project Location
e. Cost of Design Services
f. Type of Contract
g. FERC Licensing
h. Cost Control and Scheduling
3. Bath County Pumped-Storage Project
a. Project Description
b. Services Provided
c. Dates of Design Work
d. Project Location and Owner
e. Cost of Design Services
f. Type of Contract
g. FERC Licensing
h. Cost Control and Scheduling
4. Keban Hydroelectric D~velopment
a. Project Description
b. Services Provided
c. Dates uf Design Work
d. Project Location and Ownership
e. Total Project Costs
f. Type of Contract
g. FERC Li CElnS ing
h. Cost Control and Scheduling
5. Ludingt01n Pumped Storage Project
a. Project Description
b. Services Provided
c~ Dates of Design Work
d. Project Location and Owner
e. Cost of Design Services
f. Type o:f Contract
g. FERC Licensing
h. Cost Control and Scheduling
C(i) EXPERIENCE IN COLD REGIONS
Harza Experience
surfell Hydroelectric Developme.~lt
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C(i)-1
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i, VOLUME 1 BINDER 2
Thorist~vatn Lake Diversion
Hraune.yj e\foss ·· H,yd.roe.lectr ic Project
. Other Exp·erienc'e
Ebasco Experience
Harding Lawson Experience
Rock Island Development Project
Seal Island Exploration Site
Barrow Otilidor System
Harris.on Bay Regional Study
EBA Engineering Consultants Ltd Experience
Frank.-Moolin & Associates Experi(.;rnce
Design Only Projects
Design and ~roject/Construd£ion Management
Design Review and Project/Construction
Management ..
Special Consultants
C ( j ) FERC LICENS·lNG EXPERIENCE
C(k) PREVIOUS JOINT VENTURE EXPERIENCE
(D) MANAGEMENT OF DESIGN
D(a) REVIEW OF PRIOR WORK AND IPEN~IFICATION OF
FURTHER STUDIES
INTRODUCTION
Previous Studies
Critical Factors
ENVIRONMENTAL STUDIES
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C(i)-3
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C(j)-1
C(k)-1
D(a)-1
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V~~LUMEl BINDER 2
GEOTECHNICAL
Revie~ and Ana1~ysis of Pertinent Data
D(a) --2
3
Design Concept.s and Design Memoranda 4
Detailed. Geottt~chnical Analyses and Studies 4
Embankment ·:oam 4
Re1;ict Charr:nels 8
HYDROLOGIC AND HYDRAULIC STUDIES 12
General 12
Hydrologic Studies 13
R.evierR and Evaluation of Previous Studies 13
Continued Hydrologic and Meteorologic Data.
Monitoring 14
Update and/or Upgrade River-Resource Flow,
Velocity r Depth Studies 14
Update and/or.Upgrade River-Reservoir Water
Temperature Studies 15
River Sedimentation Modeling Studies 16
River-Re.servoir Water Quality Modeling Studies 16
Update and/or Upgrade River-Reservoir Ice
Cover Studies 16
Optional Subtasks 17
Hydraulic Studies
Dam
Diversion Tunnels and Cofferdams
Spillways
Power Facilities
Low Level Release Facilities
17
17
18
18
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19
POWER SYSTEM STUDIES 20
Review of. Prior Studies D( a) -20
Further Studies 21
Transient Network Analysis (TNA) Studies 23
Short Circuit Studies 24
System Control and Relay Coordination Studies 24
ENERGY MANAGEMENT SYSTEM ( Et4S) STUD!ES 25
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VOLUME 1 BINDER 2
PROJEC~L' LAYOUTS D(a)-25
.26 Dam
!/ o·i-::;,;':~fsion Tunnels and Cofferdams 26
Spillways 26
Power Facilities 26
Low Level Release Facilities 27
Project Conceptual Layout 27
D(b) DESIGN OF TECHNICAL AND lqQN..,TECHNICAL FACILITIES D(b)
INTRODUCTION 1
PROJECT CONTROT.., OF TECHNICAL DOCUHENTS 4
IDENTIFICATION OF TASKS 8
Management, Meetings and Supporting
Investigations and Studies 8
Design of Technical Facilities 9
NON-~ECHNICAL FACILITIES 12
SCHEDULE OF TASKS 15
Civil Construction Contracts 17
Task 10: Civil Contract C-1 -Diversion
Tunnels and Facilities 17
Task 11: Civil Contract C-2 -Main Dam I 18
Task 12: Civil Contract C-3 -Main Dam II 18
Task 13: Civil Contract C-4 -Main Spillway I 18
Task 14: Civil Contract C-5 -Outlet Facilities
and Power Intake Structure 19
Task 15: Civil Contract C-6 -Power Facilities
and Access Tunnels 19
Task 16: Civil Contract C-7 -Main Dam III 19
Task 17: Civil Contract C-8 -Aggregate and
Concrete Production 21
Task 18: Civil Contract C-9 -Main Spillway II 22
Task 19: civil Contract c-10 -Spillway, outlet
Faciliti.es 1 Power Facilities :ompletion and
Equipment Installation 22
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VOLUME 1 BINDER ~
~rask 20: Civil Contract c-11 ~~·Willow Control
Center and Microwave Building, Install
Microwave System D(b)-22
Equipment Supply Contr~cts
Task 21, 22,and 28: A).~~lrbines, Generators and
Transformers
Task 25: Trashracks, Gates and Gate Operators
Task 23 and 33: Microwave System and Computer
Control System
'l'ask 24: Willow Control Center Equipment
Task 27: Outlet Facilities Gates and Valves,
Emergency Rel€:tase Gates and Steel Liner
Task 26, 29 through 32, 34 and 35: Other
· Mechanical and Electrical Ot:lner-Furnished
Equpment
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24
24
24
Network Scheduling of Engineering and Construction 25
Exhibits
D(b)-1 ScheduJ.:e of Tasks I -Studies, Inve.stigat:ions and
General Tasks
D(b)-2 Schedule of Tasks II -Engineering for Technical
F,:tcil i ties
D(b)-3 sc:hedule of. Tasks III -Engineering for Non-
Technical Facilities
D(b)-4 Net~Rark Schedule of Engineering and Construction
WORK FLOW DESIGN 31
General Sequence of .:J.ctivi ties 31
Design 31
Technical Specifications 31
Contract/Construction Drawings 32
Construction Quality Control Memoranda 32
Conditions of Contract 32
Bidders Lists 33
Bid Package 33
Final Review of Bid Packages 33
Engineer's Estimate 34
Assistance with Bid Analysis and Contract A\ilard 34
Inv..::>lvement During Constt"uction and Field
Information Feed-back to Design 36
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D(b)-5
D(b)-6
D(b)-7
O(b)-8
D(b)-9
VOLUME 1 BINDER 2
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Project Start-up and Operations and Maintenance
Training
Application of General Sequence of Activities
to Specific Project Features
DiV'ersion lJ~unnels and Facilities
D(b)
36
37
37
Main Dam 40
Review of Prior Work and Site Investigati-ons
Plan 40
Implementation of Site Investigations 41
nesign Concepts, Memoranda and Detailed Analysis 41
Instrumentation Systems 43
Power Facilities
Design
Design Memoranda
Detailed Design
Hydraulic Turbine Procurement
Design
Technical Specifications
Bi.d Analysis
Drawing Review and Shop Inspection
Access Raod
Seledtion of Design Subcontractor
Design Subcontract Management
Design
Exhibits
t3eneralized Work Flow Diagram -Design, Contract
Preparation and Bidding and Services During
Construction
Work Flow Diagram -Diversion Tunnels and
Facilities Contract c-1
Work Flow Diagram -Main Darn Contracts c--2, C-3
and C-7
Dam Design Activity Relationships
Work Flow Diagram -Power Station -First Stage
' Contract C-6
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so
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D(b)-10 Work Flow Dj,agram-Completion Contracto (Second
Stage Concrete and Equipment Installation)
Contract c-10
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VOLUME 1 BINDER 2
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D(b}-11 Work Flow Diagram Hydraulic Turbine Procurement
O(b)-12 vvo.rk Flow Diagram -Access Road j",
DE,TAILS OF THE TASKS
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VOLUME 1 BINDER 3
(D) MANAGEMENT OF DESIGN (Continued)
D(c) ENVIRONMENTAL PROGRAM
INTRODUCTION
Joint Venture Approach to Project Licensing
Development of Licensing Strategy
Technical Direction Management and :: .... eview
Ensuring Communication
Coordination With Other Project Activities
Quality Assurance
Data Management System
D(c)
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4
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7
Overall Scope of Environm.etntal Program 9
Environmental Work Plan Assumptions 10
Field Investig3tions 10
Generic Procedures for Field Program Planning 11
Liceusing Phas:e Field Studies 12
Construction Phase Field Program 14
Operation Phase Field Programs 16
TECHNICAL WCiR.i\ PJ,Jlli IMPLEMENTATION
Water Use and Qua-lity
Major 'l~~chnical Issues
Joint Venture Approach
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19
Fisheries and Aquatic Habitat 21
Major Technical Issues 21
Joint Venture Approach 21
Terrestrial Ecosystems 26
Major Technical Issues 26
J·oint Venture Approach 27
Historic and Archeological Resources 28
socioeconomic Studies 29
Joint Venture Approach 29
Soils and Geology 35
Recreation Resources 35
Assessment of Potential Effects on Existing
Recrea·tion Resources 35
neveloome:1t of the Recreation Plan and
Estimate of Future Use 37
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VOLUME 1 BINDER 8
Poc:t-License RecreaiAion\\Development D( c) -38.
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\\ .Esthetic Resources ·,,; 39
Development cf an Obj er.:t~~ve, Seasonal;
D~ta Base 39
Est;petic Quality Assessment 40
Ev:aluat:~on of the Significance of Impacts 41
Mitigation Planning 41
Land Use 42
Project Alternatives 43
Technical Parameters 43
Analysis of Railbelt Power Loads 44
Analysis of Environmental Impacts of
Energy Alternatives 44
Analysis of Environmental Impacts Associated
With Project Design Alternatives 45
POST-LICENSING ENVIRONMENTAL PROGRMl1 45
Exhibits
D(c)-1 Environmental Program {Flow Chart)
D(d) FERC LICENSE SUPPORT D(d)
General Organizational Approach l
subtask 1. Review Project Design and Operation 2
Subtask 2. Review Environmental Studies 2
Subtask 3. Review of FERC Request for
Supplemental Information 3
Subtask. 4. Assist in Responses to FERC Requests 4
Subtask 5. Assist in Preparation of Final
License Application · 5
Subtask 6. Review Agency and Public CollUnents
on License Application 5
Subtask 7. Modify Environmental Programs or
Project Features 5
Subtask 8. Assist in .Preparation of Responses
to Agency and Public Comments 6
Subtask 9. Review Draft EIS and Evaluate Public
and Agency Review 7
Subtask 10. Assist in Preparation of Power
Authority Comments on Draft EIS and on
Agency/Public Draft EIS Review 7
subt.ask 11. Review FERC Final EIS and Evaluate
Public/Agencies EIS Review 8
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VOLUME 1 BINDER 3
I
Subtask. 12 .• Assist in Preparatiq/h of Power
Authority Corrunents on the \J?iq,:il EIS and on
Agency and Public Final EI~f Review D( d) -9
Subtask 13. Evaluate FERC Proposed Licens~e
Conditions 10
Subtask 14. Modify Environmental Programs and
Fin~lize Project Design and Operations· 10
Subtas~ 15. Assist in Development and ·
Negot.~~a.tion of ·License Conditions 11
Subtask 0 l6. Implement Project Monitoring,
Mitigation, ~nd Enhanceaent Programs 11
Intervention in the License Decision 12
Exhibits
D(d)-1 FERC License ~pplication Process and Support
Activities
D(e&f) PERMITS AND LAND ACQUISITION
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Land Use Authorizatiens
Technical/Regulatory Permits and/or Approvals
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Exhibits
D(e&f)-1 Permitting Infractructure
D( e&f) -2 Land Use AutJJorizations and Permits/Approval
Required
D{g) LIAISON WITH CONSTRUCT:t:ON MANAGEMENT AND
TRANSMISSION LINE CONTRAC'l!ORS
Constx-uctibility Review
Contract Package D~~velopment
Schedule Development and Refinement
Transmission Design Contracts
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D(e&f)
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VOLUME 1 BINDER 3
D(h) PUBLIC PARTICIPATION SUPPORT PROGRAM D(h)
;-,
Goals and Strategies
Overview of Joint Venture
Activities Support
Strategies to Support the
Public Participation
PFO .. -~
Detaled Work Plan
Schedul,e
Task 1. Coordinate wtih FERC Public Participation
Activities (January· 1383)
Task 2. Initial Public Participation Working
Group Meeting (February 1983)
Task 3. Draft Public Participation Plan
(February 1983,; Submit in Early March 1983)
Task 4. Prepare Agency and Public Briefing
Packets {April 1983)
Task 5. EIS. Seeping (March 1983)
Task 6. Conduct Agency Briefing Sessions
(May 1983)
Task 7. Form Citizen Advisory Committees
Task 8. Conduct Site Tours
Task 9~ Public Workshops (October 1983)
Task 10. Public Participation Working Group
Meeting on Proposed New Committees
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(November 1983) 12
Subsequent Tasks 13
Exhibits
D(h)-1 Public Participation Plan Elements
D(h)-2 Susitna Project Workshop. Registration Card
D(h)-3 Susitna Project Workshop. Concerns and Comments
Sheet
D(h)-4 Susitna Project Workshop. Participa.nt Comment
Record
D( i) ~1ANAGEMENT OF NON-TECHNICAL FACILITIES SUBCONTRACTS D( i)
Relationship with Non-Technical Facilities
Subcontractors 1
Administration of Existing Contracts and Programs 2
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VOLUME 1 BINDER a
D ( j ) CAMP FACILITI.ES AND LOGISTIC ~;UP PORT D ( j }
Camp and Facilities 1
Transportation 3
communications 4
' Roads, Warehouses ar:d Other Sl:!pport Fac.il i ties 4
Maintenance Facilities 5
D(k) FIELD I~VESTIGATIONS D(k)
INTRODUCTION 1
GEOTECHNICAL, WORK PLAN 1
Introduction 1
Exploration Methods
Rock Exploration
Soils Exploration
Support Exploration Service::;
Instrumentation
2
2
5
9
11
Field Investigations 11
Darnsite Investigations 11
Auxilliary Facilities 21
Management and Control of Field Investigations 21
Gene~al 21
Management of Subcontracts 23
Safety During Site Investigations 24
Exhibits
D(k)~l Geotechnical Explorations Schedule
D(l) COST AND SCHEDULE CONTROL D(l)
Planning, Scheduling and Management of Design
Activities 1
Proposed Cost and Schedule Control Program 3
Control of Technical Services 3
Work Breakdown Structure (WBS) 4
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V.~OLUME 1 BINDER 3
"'' Scheduling System D (l) -4
Engineering Progress Measurements System {EPr4S) 5
Use of the Earned Value System as a Management
Tool 8
Project C~~nge Control ~
Control of Project Capital Cost
Estimates of Overa.ll Project Capital Cost
Engineer's . Estimates.
Equipment or Materials Inquiries
Engineer's Estimate of., Construction Packages
Support of Project Des :.gn and Cost Control
Systems
9
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11
11
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12
Constt:uction Control Systems 13
Development of a Construction CPM Schedule 13
Co:qs·truc~ion Contract Packages 14
Monitoring of Cost Performance 14
Construction Schedule Control 15
Exhibits
D(l)-1 Sample Engineering Work Breakdown Structure
D(l)-2 Sample Schedule Progress Report
D(l)-3 Variance Analysis Report Form
D(l)-4 Project Change Request Form
D(l)-5 Cost/Schedule sum.111ary Report Form
D(m) NATIVE V!LAGE AND COOK INLET REGION AGREE!vlENT D(m)
Introduction l
Management
Camp .Expansion, Relocation, and Operation
Affirmative Hiring
Training
Conclusion
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1
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2
BINDER 3
D{n) ACCOUNTING AND COMPUTERIZED MANAGEM,ENT
HARZ A
Chart of Accounts
Di~ect Costs
Indirect Costs
~lethod Proposed to Maintain Each Financial
Record
Computerized Work Activity
EBASCO
Chart of Accounts
Direct Costs
Indirect Costs
Method Proposed to Maintain Each Financir.;;l
Record
Computerized Work Activity
D(o) QUALITY CONTROL/QUALITY ASSURANCE
D(p) VALUE ENGINEERING
Application to the Susi.tna Project
Harza Value Engineeringr Example
Ebasco Value Engineering Example
Exhibits
D{p)-1 Letter from Department of the Army to Harza re ..
Chief Joseph Dam
1,~
D(n}
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2
2
2
3
3
3
7
9
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D(o)
D(p)
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D{p)-2 Article from Civil Engineerin~ re. Ludington Project
D(q) PROCUREMENT PROCEDURES FOR LONG LEAD-TIME ITEMS D{q)
Procedures 2
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VOLUME 1 BINDER 3
Expediting
Inspection
Exhibit
D (q·J -3
3
D(q)-1 Current Materials/Equpment Shipping Promises for
Hydroelectriq Stations
D(r) PROCEDURES AND PROPOSED INVOLVEMEl'J'T DURING
CONSTRUCTION D ( r)
D(s) REPORTING AND BRIEFING PROCEDURE D(s)
D(t) RESPONSIBILITY DURING START-UP D{t)
Task to be Performed in the Engineering Office 1
Start-up Tasks to be Performed at the Project
Site 2
Start-up Tasks to be Performed at the Willow
Control Center Site 3
Technical Training for Project Staff 4
D(U) OTHER INFORMATION D(U)
SUS ITNA PROJECT PURCHAS.E 1
OFFICE FACILITIES 2
Anchorage Facilities 2
Bellevue Facilities 3
Communication Systems 3
Data Processing 5
Word Processing 5
Reprographics 6
Project Records 6
C(E) WORK LOAD
Exhibits
E""~'.l Harza Manpower Forecast: Manage.ment, Professional and
Supervis·ory Pexsot1nel
• • • -XVJ.~J.-
VOLUME 2
T:f:,BLE OF CONTENTS
TRANSMITTAL LETTER
TABLE OF CONTENTS
SUMMARY OF COST PROPOSAL
SYNOPSIS OF PROPOSED ENGINEERING SERV;I:CES
Description of Tasks
COST PROPOSAL
Basis of Cost Estimate
Format of Cost Estimate
Price Level and Escalation
Manhour Estimate
Salary Rates
Overhead
Handling Fee
!?ee
Equipment
Travel and Related Cost
Other
Subcontracts
Cost Data Tables
Typical Task Estimate
Summary of Man-Hours by Task
Sum.ltiary of Man-Hours by Fiscal Year
Summary of Cost by Task
Summary of Subcontract Costs
Summary of Cost by Fiscal Year
FEE PROPOSAL
Compensation
Definition of Terms ..
Fe~ Concept
Award Fee Concept
Observations on Award Fee
Alternate Fee Proposal
Billing
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TABLE OF CO:l:-lTENTS
(Continued)
COMMENTS ON DRAFT CONTRACT
Al?PEND1X
I Task Cost Estimate
II Supp~emental Personnel a..r.lld Relocation
Policies fo~ the Susitna Project
Pag~
26
!II Pers,onnel Classification for Estimating Cost
of-Engineering Services
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TRANSMITTAL LETTER
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:J ::,:) , • Cl)
t;.w :a: ·• .. :
Alaska Power Authority
334 West Fifth Avenue
Anchorage., Alaska 99501
August 12, 1982
Attention: Mr .• David D. Wozniak, Executive Secretary
Selection Committee
Subject: APA-R-82-002
Susitna Hydroelectric Project Proposal
Gentlemen:
Harza-Ebasco is· pleased to have the opportunity to submit this
Proposal for the Susitna Hydroelectric P;r:oject. The Proposal,
which is attached, is to remain in effect in its entirety (work
scope anei cost) for a period of 180 days following the due date
of August 16, 1982.
Har~a and Ebasco are both authorized to practice professional
engineering in Alaska in compliance with AS 08.48.281 and other
applicable statutes. Harza holds Corporate License No. C-0251, and
Ebasco holds Corporate License No,. C-0278. The Harza Business Li-
cense is No. 008004i SIC Code 8910, and the Ebasco Business License
is No. 067100i SIC Code 7392.
The organizational unit submitting this Proposal is identified
as f'ollows:
I
Har~~-Ebasco, A Joint Venture
4 f.;~: -112th Avenue, NE
B6~Levue, Washington 98004
(206-451-4500)
Harza-Ebasco acknowledges receipt of the following four amendments
to the Proposal in accordance with your instructions:
Amendment Number Date
1 June 25, 1982
2 July 2, 1982
3 July 15, 1982
4 July 301 1982
We would like you to direc·t Alaska Power Authority inquiries during
the evaluation of the Proposal to:
Stephen o. Simrrions
Harza-Ebasco
400 .... ll2th Avenue, NE
Bellevue, Washington 98004
(206-451-4500)
l..,i
Alaska Power Authority
Attention: David D. Wozniak
Susitna Hydroelecf.:;ric Project Proposal
August 12, 1982
Page 2
r.1r¢' ;Simmons will be in a position to respond to iriluiries and
route them to the proper individuals within the Joi:nt Venture.
:rt is our pleasure to have the opportunity };o provide this P:rqposal
-document to the Alaska Power Authority. We would be pleased to
respond to questions as they arise.
Very truly yours~
HARZA/EBASCO, A JOINT VENTURE
Carl F. Whitehead
DLG:CFW:rz
Bellevue, Washington 98004
CORPORATE COMMITMEN
Alaska Power Authority
334 West Fifth Avenue
Anchorage., Alaska 99501
August 11, 1982
Subject: Corporate Commitment to the
Susitna Hydroelectric :Project
Ha~za Engineering Company a.nd Ebasco Serviues Incorporated have
i'ot•med a Joint Venture to providEt the Alaska Power Authortty
the necessary services for engineering, project control, and
regulatory and environmental studies for the Susitna Hydro-
electric Project. As the Chief Executive Officers of· the firms
comprising the Joint Ventur;e, it is our mutual obJective to
assure you of the Corporate Corr.mitment of our respective
companies to meet the the goals and objectives of the Power
Authority for the Susitne Project.
Both Haria and Ebasco have already committed substantial per-
sonnel and financial resources to work in Alaska. Each firm
recognizes the need to have a base of operation in Alaska in
order to provide effective professional services. To assure
that the Po~rer Authority's goals ~nd objectives are met on
the Susitna Project, we have:
1. Entered into a care.fully thought-out Joint Venture
Agreement to form a partnership of complementary
skills utilizing the staffs of both organizations;
2. Committed to staf'.fing the Joint Venture with ex-~
perienced individuals dedicated solely to meeting
the work objectives of the Power Authority.
3. Commi.tted our organizations to the establishment
of a, Joint Venture project management o.f.fice in
Anchorage and a production design office in
Bellevue, Washlngton. We have made the commitment
to provide an engineering and environmental staff
in Bellevue, Washington that can produce Thost of
the work requix)ed. This commitment is made
because we believe it is the most economical
Bellevue, Washington 98004
Alaska Power Authority
Aug~us·t 11, 1982
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location for performance of the production work~
while et the same time permitting convenient
coromunic~.tion between the project management
office in Anchorage and the production design
office in Bellevue;
4. Conunitted to use the services of Alaska based sub-
consultants that possess specialized knowledge of
the physical, natural and human resources which
may affect, or be affected by, developmen~: of the
Susitna Project; and
5. Added subconsultants to strengthen the Project
Team in areas requiring specialized services in
the subarctic environment.
Harza and Ebasco have formed a Joint Venture to make available
an excellent combination of capabilities to design Susitna.
In addition to our extensive design experience on major hydro-
electric projects~ Ebasco has developed the sophisticated
management and project control techniques required to satisfy
the Power Authority's needs. Both firms have experienced
staffs for environmental studies management and have demonstrated
success in difficult licensing processes.
Because of the complexity and extent of the Susitna Project, a
coordinated Project effort is necessary. The two firms have
joined to make those capabilities available to the Project;
hence, the Project can be served from a-single organization in
which both firms contribute expertise and know-how. The Project
organization will function independently of the two corporate
organizr;.tions and be responsible dire.otly to the Power Authority.
To a~sure that the Project organization C\~n function indepen-
dent~y and with the full confi~ence of both firms, we have made
the commitment to assign an individual from the highest level
of Harza to serve as Susitna Project Manager. Dr. Ramon
LaRusso, a member of the Harza Board of Directors~ will leave
his current assignment as Vice President of Corporate
Coordination Management to assume full time responsibility in
Anchorage for the Susi t.11.a Project. To support Ray LaRusso,
we have further committed four additional senior-level project
400 112th Avenue, NE Bellevue, vVashingtun 98004 206 451-4500
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'August 11, 1982
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personnel: (1) Arvids Zagars, Harza Vice President;~ will be
assigned to Ancbol'lq·ge as Engineering Operations Manager;
(2) Gary Lawley, Ev;asco Manager of Life S-ciences and presently
Program r~ianager of' the North Slope Y.Taterflood Project~ will be
assigned in AnchQ:.rage as Environmental. and Regulatoi3 Y Programs
Manager; (3) Marty Soniker, Project Control Manager in Ebasco's
Belle~ue office, will be assign~d to Anchorage as Project
Control Manager; and (4) Donn Ruotolo, Ebasco Manager of
Projects, will leave his present assignment in Placervillej
California and will be assigned as Bellevue Office Engineering
Manager. ·
Our commitment to work in Alaska has given us the opportunity
to familiarize many of our personriel with the local requ.irements
for engineering, public perception, and environmental and
regulatory agency needs, so important in the planning, design,
and construction of complex generating and tr~nsmission
facilities. The diverse assignments we have performed have
cont.ributed to the development of an understanding of the
widely varying conditions that may be found in the nation's
largest state. At the same time, the Power Authority has had
the opportunity to evaluate our performance on a number o;f'
assignments.
For the past year, Harza and Ebasco have held meetings at all
levels to discuss each firm's philosophy and approach to the
Susitna Project and to evaluate the potential for a joint
venture. During these discussior1s, it became ar>parent that the
mutual capabilities and professional respect demonstrated by
both firms would result in a dynamic and long-lasting relation~
ship. We believe the Susitna Project is the most challenging
and prestigious hydropower procj ect in the country. We per-
sonally commit to the Joint Venture and the Power Authority the
resources necessary to perform the proposed services and we are
confident in our capab:i.li ties as a joint venture to bring the
Susitna .Project to a successful completion.
Sincerely yours,
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Richard D. Harza
President
Harza Engineering Company
Sincerely yours,
William Wallace III
President
Ebasco Services Incorporated
400 112th Avenue, NE Bellevue, Washington 98004 206 457 .. 4500
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JOINT VENTURE I'AGREEMENT l ".-. ,
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.· .... · . . . ' -II . ' AMENt>MENT NO. ·t l ,,...,,,_,,.' ' ... -
to the
JOINT VENTURE AGREEMEfJT
between
HARZA ENGINEERING COMPANY
and
EBASCO SERVICES INCORPORATED
THIS AMENDMENT NO. 1 to the Joint Venture Agreement dated
as of August 6, 1982 between Harzsl Engineering Company and
Ebasco Services Incorporated is made as of the 22nd day of
November, 1982.
The parties agree as follows~
1. FORMATION. Add the following paragraph at the end of
Section 1:
Pursuant to Subsection 18.2 of this Agreement,
the parties agre.e to include ~~ithin the scope of this
Agreement the negotiation, execution, carrying out and
performance of the planning and design services for the
EHV Transmission and Control Systems for the Susitna
Hydroelectric Project. If performance of the aforesaid
services is awarded to the Jt:>int Venture, the parties
contemplate that the said services will be added' to the
scope of the Contract for preliminary and final design
and related services.
2. NAME.. Revise Section 4 to read as follows:
4. NAME. The name of the Joint Venture shall
be "Harza-Ebasco Susitna Joint Venture", and the principal
plac~ of business of the Joint Venture shall be 400-112th
Avenue NE 1 Bellevue, Washington 98004.
3. Except as specifically provided in this Amendraent No.. 1,
all terms and conditions of the Joint Venture Agreement shall
continue in full force and effect.
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\ . to the
JOINT VENTURE AGRE&~NT
between
HARZA ENGINl!iERING COMPANY
atnd
EBASCO SERVICES INCORPORATED
THIS AMENDMENT NO. l to 'th<:. Joint Venture Agreement dated
as of August 6, 1982 between Harza Engineering Company and
Ebasco Services Incorporated :ls made as of the 22nd day of
~~ov~mber, 1982.
The par.ti.es agree as follows:
1. FOffi~TION. Add the following paragraph at the end of
Section 1!
Pursuant to Subsection 18.2 of this Agreement,
the parties agrE~e to inclu,de within the scope of this
Agreement the 11.egotiat:ion1 execution, carrying out and
performance of the plannin9 and design services for the
EHV Transmission and Contrc1l Systems for the Susitna
Hydroelectric Project. If performance of the aforesaid
services is awarded to the ,Joint Venture, the pa1:ties
contemplate that the said st~rvices will be added to the
scope of the Contract for p2~eliminary and final design
and related services.
2. N.f\-.!J.lE,. Revise Section 4 to rf:ad as follows:
4. NAME. The name of the Joint Venture shall
be "Harza-Ebasco Susitna Joint Ventureu, and the principal
place of business of the Joint Venture shall be 400-ll2tb
Avenue NE, Bellevue, Washington 98004.
3. Except as specifically provided in this Amendrnent No<' 1 1
all terms and conditions of the Joint Venture Agreement sx1a.11
continue in full force and effect.
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, IN WITNESS WHEREOF, Harz a and Ebasco have caused this
Aiatendment No. 1 to be executed by their duly authorized officers'
as of the day and year first above w_t'itten.
Harza Engineering Company
By :_(~(fJ~~-'( :--=·1w;~_ ~JJ~1~-ct--· -~t---_.
Richard '"D. Harz;;p-::
President
Date: November 22, ~982
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Ebasco Services Incorporated
Attest:~~,__By: c? . · -~~~-
Herbert M~ Blum .. rthur w. Lo
Assistant Secretary President
Date: .1/JB-,.~z.. ----~~~~~.~-------------------
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JO!~"T VENTURE AGREEMENT
between
HARZA ENGINEERING COHPANY
and
:EBAS CO SERVICES INCORPOR..4.TEP
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Table of Con.tents
Section Page
FOBbfA.T·!ON • _., e. • • • • • • • • • • • • • • • • e. • • • • • • • • • u • • • • • • • e • • • • Q • • • • • • • • • • • • •
1
2.
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. :aELATIONSHIP OF THE JOIN'!' VENTURERS .... o ...... ~ ......... " •• ., •••••• ~ •.• 1
EFFORTS ~ ~ -· ........ •· ..... , • ~ •••• ,., •••••.••••• ~ ••••••••• ~ •••• ~-~ .., ••• 1
4. N.AME_. .I\ • • • • o It e • e • • • ~ • • • • • • ~ '! o • e ~ • • • • '' 41 e It ' • a s • • • It • 4 • • • • • It • ·• • • • r) • • • •
2
CON'.rRA.CT PERFO.RMA.NCE ....... ·f; co •• ~ ••••••• ~ ................. ~'· ........... .
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6. MANAGEM.'ENT COW~ITTEE ............. ;e .... "' .••••• ., ....................... ~ ... 2
7. 1ii A ~.1-A-~~.".""" ,.o.,.n..~rrttff'IEE AUTHORITY ~. ~~~ ~ ·~1 ~~ . .• e • • • • ~ • • • • ~ ~ ~ ~ • • • • Q • • ~ • • • • • • •' • • • •
4
a. l.CEY PROJECT PERSO'NNEL ........ ., •••••••• • ............................ . 5
9'! BASIS OF COMPENSATION AND PAYMENT BY THE
POw~. AUTHOBITY., ......................................... e •••••••••••••• 7
10. FUNDS OF THE JOINT VENTURE~··• .. ••••••••••••••••••••••••••·~··~··· 8
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'! BOOKS OF ACCOUNT AND RELATED MATTERS ..... ., ,, ...... ~ ..................... . 9
12. EXZ?ENSES OF THE JOINT VENTURE; REMAINING
9 PROFITS •••••• ,. ................. _ •• "' .................................... e •••
13. PLACE OF PERFORMANCE OF SERVICES .............. ,, ................... . 10
14. LIMITATION OF LIABILITY ••••••••••••• ~··········· .. ••••••••••••••• .. 11
15 .. SUBCONTRACTING P. ..... ~ ASSIGNMENT •• "' ................. .., ............. "' •••• 12
16. ~tNSOLVENCY ••••••••••••••• "' •••••••• • • ~ ,. .. • • • • • • • • • • • • • • • • • • • • .. • • • • • 12
17. N\'lTI'CBS'l'.;; ~ ~ ! ••••••• "' " ••• fi ••••• «> •••• ·qo ........... "' • • .. • • • • • • • • • • • • • • • 13
18. TE.~ ., F THE JOINT VElfXIDlE ~ SURSEQ'Q'ENT PHASES. • • • • .. • • • • • • • • • .. • • • • • 13
19. AR.B'I'XR.ATION •••••••••• ., •••• f) • ................................ "' "' ! • • • • • • • .. 14
20. GO VP!RNING L.AW ................ # • • • • • • • .. • • • • • • • • • • • • • • • • • • • • .. .. • • • • • • • 14
21. LIMITATIOltt ON THE RIGHTS OF OTHERS •••••••••• c.................... 14
22. m·mLO~NT OF JOINT VENTURER'S PERSO~L.......................... 15
4}; 23.
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MISCELLANEOUS ................... .,................................. 15
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THIS JOINT VENTURE AGREEMENT ("Agreement'') is made as of the 6th day of
August, 1982, between Harza Engineering Company, a Delaware corporation having
its principal place of business at 150 South Wacker Drive, Chicago, Illinois
60606 (~Harza"), and Ebasco Services Incorpc.rated, a New York corporation
having its principal place of business at Two World Trade Center, New York,
N~w York 10048 ("EbaS~co"), collectively referred to herein as the "Joint
Venturers."
WHEREAS the Joint Ventur~~rs are being considered for the performance of
preliminary and. final design and related services (the "Services") for the
Susitna Hydroelectric. Project (the "Project"), being undertaken by the Alaska
Power Authority (the "Power Authority"), a public corporation of the State of
Alas"ka in the D.epartment of Commerce and Economic Development ~ut with
separate and independent legal existence.
WHEREAS the Joint Venturers desire to associate thems.~!lves with each
other in a joint venture for the purposes of performing the Services as more
fully described in the proposal to be prepared by the Joint Venturers for
submittal to the Power Authority.
WHEF~AS it is the iGtention of the parties to enter into a contract
(the .. Contract") with the Power Authority for the perform.ance of the Services
for the Project.
In ordeL' to set forth the respective rights, interests, duties and
obligations to each other in connection with the Contract for S~rvices, the
parties agree as follows:
ls FORMATION. The parties hereby form a Joint Venture ( .. Joint
Venture .. ) for the sole purpose of negotiating, executing, carrying out and
performing the Contract to 'Qe ente·red into with the Power Authority. H.arza is
designated as the sponsoring firm. This Joint Venture is limited to the
Contract with the Power Authoritye Otherwise, each of the Joint Venturers may
carry on .its separate business for its so.le benefit ..
2. RELATIONSHIP OF THE JOINT VENTURERS. Nothing contained in this
Agreement shall be construed to create a partnership between the parties or
give rise tL .ay agency relationship except as specifically necessary and set
forth in this Agreement for per.formance of the Contract. The .Joint VentureJ:s
shall be joint venturers only with respect to performance of the Contract, and
nothing contained in this Agreement shall render any Joint Venturer llable for
any debts or obligations unrelated to the Joint Venture.
3. BEST EFFORTS. Each Joint Venturer shall use its best efforts ~o
carry out the purposes of this Agreement, to cooperate with the other Joint
Venturer fully, and. to attend all meetings of the Management Committee to the
end thet the business affairs of the Joint Ven.ture shall be conducted in an
orderly and businesslike manner •
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4. NAME. The name of the Joint Venture shall be "'Harza/Ebasco, a
-~)"oint Venture P" and the principal; ?lace of business of the Joint Venture shall
be 400-112th Avenue NE, Belle"'"Ue$ _Washington 98004.
5. CONTRACT PERFORMANCE
5 .. 1 The Contract shall be carried out and be performed by the Joint
Ventu=e under the direction of the Management Committee as described in
Sec.tion 6 (Management Committee). Harza and Ebasc:o agree that Harza will be
responsible for and benefit from approximately sixty-five percent (65%) and
that Ebasco wil.:l:,ibe responsible for and benefit from approximately thirty-five
percent (35%) of' the obligation to perform the Services pursuant to the
Contract, the percentages to be calculated in accordance with Subsection 5.4.
The Joint Venturers shall cooperate with each other to the end that the
S~rvices will be performed in an efficient c.nd cost-effective manner. The
Services of each Joint Venturer shall be undertaken in the spirit of technical
cooperation, with each Joint Venturer making the contribution which is most
appropriate to its corporate experience, capabilities and personnel,
consistent with the overall objective of providing Services of maximum quality.
5.2 Each Joint Venturer shall mak~ available to the Joint Venture for
the performance of Services for the Project such of its technical and
administr.ative personnel, facilities and equipment afi a.~.c-, in the judgment of
the Management Committee, necessary and appropriate for the orderly and
efficient execution. of the Project and as are acceptable to the Project
Manager.
5.3 The Jo1nt Venturers will reevaluate the allocation o£
responsibility and of performance in the furnishing of the Services hereunder
if (a) such reallocation is necessary for ~fficient and effective t>~"t"formance • of the Services, (b) major cL~nges occur in the scope of work under the
Contract, or (c) additional phases or portions are added to the Proj~ct.
In any of su~h events, the participation of the Joint Venturers shal.L b.e
derermined on the basis of the Joint Venturer best suited to provide the
services .required. Any rea,llocat.ion herein shall be made in increments of not
less than five percent (5%).
5.4 At the conclusion of the, Services, each Joint Venture~• s actual
participation in the Joint Venture shall be finally determined on the basis of
the proportion that each Joint Venturer's billings for costs of Services
actually provided (which shall be defined as salaries, fringes and overhead
costs, but excluding all other costs) bears to the total cost of Services
billed by both Joint Venturers to the Joint Venture.,
6. MANAGEMENT COMMITTEE
6.1 The ml:l~agemen.t. of the business and affairs of the Joint Venture
shall be vested in a Ma:u,agement Committee which will be c.otrtposed of t't'lO ( 2)
px:incipal representatives, each having one vote. Each Joint Venture.r shall 4IJ designate one (1) principal 'representative and one (1) alternate
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representative on the. Management Committee. The alternate representative
shall serve on the Management Committee in the event his respective principal
representative is absent, incapacitated, or otherwise unable to serve. The
principal and alternate representatives appointed by each Joint Venturer shall
be officers or senior employees of his respective Joint Ventu~er. The Harza
,principal representative shall be th'a Chairman. of the ManagemE\nt Committee ...
and in his absence he shall designate one ~f the other representat;ives as
acting Chaino.an. Until written notice of an)" change is given as hereinafter
p:tovided, the l:epresentatives are as follows:
Ilarza:
Ebasco:
Dwight L. Glasscock
Earl J. Beck
Carl F. Whitehetld
Arthur W. Lotz
Principal
Alternate
Principal
Alt e1:--nat e
6.2 Each alternate representative on the Management Committee shall be
notified in advance of, and. may be present at, all meetings of the Management
Committee but shall have the r:1~ght to vote at such meettings only when the
alternate is serv.tng in place of a principal representative and such principal
representative is absent.. Any decision, approval, corLsent or other action on
behaJ.f of any Joint Venturer shall be equally binding on such Joint Venturer,
whether made, given or taken by a principal representative or by an alternate
representative •
6e3 Either Joint Venturer may change its principal or alternate
'representatives on the Management Committee at any time by giving written
notice to that effect to the other Joint Venturer.
6.4 Regular meetings of th~ Management Committee will be held no less
frequently than quarterly.. In addition, either principal 1:epresentative or
the alternate representative acting in h:l.s place or the Project Manager may
eall a special meeting of the Management Committee at any time by giving
written or telephonic notice at least five (5) days prior to the meeting.
Notice of a14\ meetings shall be given to the principal and alternate
representati·ves and to the Project Manager. Unless the Management Committee
shall otherwise agree with respect to a particular meeting, regular quarterly
meetings shall be held on an alternating basis at the Joint Venture offices in
Anchorage and Bellevue. The first meeting shall be held in the Anchorage
office.
6.5 A me.ating may be conducted by telephone without pr.iot' notice, in
an emergency or at C::Lny time convenient to the representatives on the
Manag.ement Committee and the Project Manager.
6.6 All action taken at any meeting shall be recorded in the minutes
of the Management Committe~, which shall b~ maintained by the Chairman of the
Management Committee. In addition, the Management Committee may act without a
meeting provided that such action is set forth in a written consent signed by
the Management Committee representatives, which document shall be maintained
with the minutes~ The Chairman of the Management Committe~ will provide
copies of all m..1.nutes and consents to t1.1e principal and alt~rnate
representatives and the. Project .Manager.
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6. 7 The Project Manager shall be e.ntitled to be pres~ent in person or
by confertance telephone at all meetings of th~ Management Cc>mmittee.
6<"-8 For any meet:tng of the Management Committee, a quorum shall be
comprised of' both principal representatives, or in the abse;nce of either or
both principal representatives, their respective alternate representative(s).
No decision, detel.~ination, approval, consent ot ot.her act:Lon by the
¥~nagement Committee shall be valid or binding on the Joint Venturers unless
adopted and approved by both principal representatives or their respective
alternate representative( a); provided); howe,·":r~rJi that in tht:! eveut of a tie
vote of the Management Cotnmittee, the mattf:.~. at issue shall be referred to th~
Chief Executive Officers of the Joint Venturers for resolution. If the Chief
Exec.tttive Officel;'s cannot resolve the matter, it shall be resubmitted to the
Management Committee for reconsideration, at which time the Project Manager
shall be entitled to have one vote, and a majority vote shall decide the
matter.
7. MANAGEMENT CO}~!TTEE AUTnORITY --~......_,. .,-'
7.1 The Managentent Committee shall have full authority in any matter
in connec.tiOJl with Ol' relating to the Contract and the Joint Venture,
including without l:tmi.t:ation the following:
(a) To negotiate the Contract •
(b) To call for capital contributions.
(c.) To negotiate, prosecute and settle any claim or lawsuit by the
Joint Venture against a third party arising out of performance of
this Agreement or the Contract.
(d) To withdraw and disburse funds from the Joint Venture.
(e) To adopt procedures t~ execute and te:tlllinate subcontracts,
purchase orders and directives with respect to the Contract, or
any change order to a subcontract or purchase order.
(f) To assign key personnel.
(g) To provide for handling and controlling the funds of the Joint
Venture.
7.2 The Management Committee may establish rules and regulations for
the conduct of its proceedings and for the administration of the affairs of
the Joint Ventu.te, which shall be consistent with the terms and provisj.ons of
this Agreetn.~nt.
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KEY PROJECT PERSONNEL
8.1 Each Joint Venturer shall make available to the Joint Venture key
Project personnel for the perfomance of the Services for the Project as
indicated in the Project Organization Chart made a part of the Proposal.
Neithar Joint Venturer shall withdraw ke:r personnel from the Services in
progress without reaaonable prior notice of such withdrawal to the Project
Maaager and to the other Joint Venturer. Each Jv~nt Venturer will exercise
its best efforts to r-eplace personnel so withdrawn ~vith personnel having
experience and qualifications commensurate ~ith the asslgnment.
8"'2 Project 1?-naset:. The Joint Venturers agree that R. s. LaRussCJ
shall 'b~ the l?roject Manage.r. The Project Manager shall have general charge
of thf!'l~~Tt:Jint Venture's performance of the Services under the Contract, in
aecor·. '~nee with project management procedures established by the Management
Committee as being best suited to the performance of the Serv.ices for the
Project. The Project Manager shal1 be responsible to the Management Committee
for the Joint Venture's performance of the Services for the Project. The
Project Manager shall he the representat.ive of the Joint Venture, and the
Joint Venturers shall share responsibility to third parties (including, but
not li~mited to the Power Authority) for the Project Manager's act.c:t in
propol:tion to each Joint Venturer's respect! ve final participation in the
Joint Venture as determined in accordaD.~c with Subsection 5~4.. The Project
ManagE~r•s respons.ibility and authority shall include but not be limited to the
follo'{jdng:
(a) To oversee, coordinate and direct the efforts of all per.aonnel
assigned by the Jo.int Venture for tite perfo::ruance of Services for
the Project, whether on the premises of the Joint Venture, on the
premises of either Joint Venturer, at the Project site or
elseuht.~re;
{b\ To r~i'resent the Joint Venture in it.s relationship with the Power
.Authcrlty and to ~xecute any and all other contracts and other
agreements on behalf of the Joint Venture as and to the extent
specifically directed and authorized by the Management CorniD..!ttee;
(c) (i.) To monitor the oV'erall effort of the Joint Ve;J.ture on the
Project in relation to the Contract, the Pro~ect Schedule and the
Project budget as established f~om time to time, and
(ii) to ensure that all charges made to the Project h.;.~e been
authorized for a $pecific task within a previously agr~ed budget;
(d) To evaluate the. activit=:.es of personnel assigned to the Project,
to ide~tify potential problems and their causes and, subject to
the general direction and control o£ the Management Committee, to
initiate appropriate remedial measures as and to the extent
necessary~
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(e) To ensure that changes and addition::il Services beyond the scope
of the Contract are estimated in advance of performance and that
the Power Authority and the Management Committee are made aware
of, and approve, the number of man-hours to be consumed and the
. effect,thereof on the original man-hour estimate, budget, Project
Schedule and Project cost;
(£) To prepare and submit to the Management Committee for approval,
appropriate written procedures for performing all engineering,
design, procurement and related technical portion~ of the
Services; and
(g) To· report directly to the Managex:n.ent Committee regarding all
aspects of the Project.
8.3 E:qgineering Operations Manager. The Joint Venturers agree that
A. Zagars will be the Engineering Operations Manager. During performance of
engineering, design and procurement services and thereafter as determined by
the Management Committee, the Engineering Operations Manager shall direct the
engineering and design aspects of the Project and the Services and will
super¥ise the resolution of major engineering and design alternatives and
conflicts in the technical effort of the Joint Venture. He will report to the
Projec.t Manager.
8. 4 Reg·Ltlatory and Environmental Prog.rams Manager. The Joint
Venturers agree that G. Lawley will be the Regulatory and Environmental
Programs Manager. · He will be responsible for the tecb.nical management and
overall direction of the environm~ntal programs.. He will report to the
Project Manager.
8. 5 Project Control Opera{ions Maua.~er. The Jo:tnt Venturers agree
that M. Sloniker will be the Project Control Operations l.fanaget. He will be
responsible for Project ecst and schedule control, contJ:a.ct administration,
Project; aecounting, estimati~ and administration of the Anchorage officeo He
will 't'eport to the Project Manager. -
8.6 Principal Desi$n Office Manager. The Joint Venturers agree that
D., Ltuotolo will be the Principal Design Office Manager. He will be
responsible for all P:toject engineering and design actiVities in the Bellevue
office. He will report to the Engitt:eering Operations Manager.
8.7 Transition Program ~t4~. The Joint Venturers agree. that
J. Ehas z~ S. 0. ·Simmons and R. ·1. Meagher will be assigned as Transition
Program Staff Members. They w!ll be available to the Project 11anager to
assist in the orderly start of the Project for a period C~f time deemed
appropriate by the Project ·~ofanager.
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8.8 The employees assigned by the Joint Venturers to the performance
of Services to b~ provided by the Joint Venture sr..a.ll be and remain the
employees of each Joint Venturer. Except as otherwise provi.ded in this
.Agreement:, each Joint Venturer will pay all costs and expenses incident to the
performance of its own personnel, including 11 without limitation, direct
salaries~ overtime pay, if any, fringe benefits, other employee co11tributions,
payments and applicable overhead expenses. Any assignment of personnel to the
Project by the .Joint Venturers shall be done s~bject to and in accordance with
the applicable terms of the Contract.
9. BASIS OF COMPENSATION AND PAYMENT BY THE POWER AU!-'HORITY
9.1 The Joint Venturers have set forth in this Section 9 their
anticipated basis of compensation and payment to them by the .Power Authority
for the Services; however, the final effective basis of compensation and
payment by the Power Authority to the Joint Venture for the. Services shall be
as set forth in the Contract~ Upon execution of the Contract and any
amendments thereto by the Power Authority and the Joint Venture, the basis of
payment by the Power Authority, as set forth in the Contract, shall be deemed
to be incorporated by reference into this ~~reement.
9.2 The Joint Venturers shall invoice to the Joint Venture, and the
Joint Venture shall consolidate, all Project charges, accounting records and
reports. The Joint Venture shall thereafter invoice the Power Authority for 1 ,h payment and reimbursement in accordance wlth the terms a£ the Contract.
9 .. 3 The Joint VentureJ:s shall establish a budget for the Project,
which shall be revised periodically to take into account any change in the
scope of the Services. Any su~b change shall be subject to approval in
advance by th~ Project Manage.r befqre it is reflected in a revision of the
Project budget. Each Joint Venturer shall so regulate its performance as to
limit. its charges in both man-hours and dollars to the amount established in
the Projec,t budget then in effect.
9. 4 Subject to the provis.ions of the Contract as finally negotiated
and executed b~r the Joint Vanture and the Power Authority, the Joint Venturers
anticipate that each of the Joint Venturers shall bill the Joint Venture for
its salary, fringes, overhead and direct (out-of-pocket) costs on a monthly
basis. The multipliers used for fringes a.nd overhead will be either
(a) provisional based on the most recent aud::.:.. and forecast, subject to an\.1.ual
adjustment in ac.cot·dance with appt'oved audits, or (b) stipulated for the
duration of the Contract~ such stipulated rates to be established in
conjunction with the negotiation of the Contract. The Joint Venture shall
combine the actual salaries so billed, include the appropriate composite
multiplier fo.r fringes and overheads, add the direct costs and a fee portion
and prepare and submit an invoice to the Power Authority .for payment on a
monthly basis.
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9.5 Within fifteen (15) days following receipt by the Joint Venture··
of a paym,ent from the Power Authority during the performance of Services under
the Contract, the Joint Venture shall distribute to each Joint Venturer the
amount of such payment to which such Joint Venturer shall be entitled as
reimbursement for its allowable costs. The fee portions shall be retained·,by
th~ Jo~nc Venture if necessary to cover working capital requirements and shall
olihel:'W\1#~e be distributed to the Joint Venturers as the Management Committee
may in .. :1ts discretion direct £rem>. time to time, which distributions shall be
made to each of the Joint Ventu1:ers on ,a provisional basis in the same
proportion as its then current l:espective participation in. the Joint Venture,
subject to adjustment to reflect each Joint Venturar's respective final
participation as det.ermined in accordance with Subsection 5. 4.
10. FUNDS OF THE JOINT VENTURE
10.1 The Management Committee shall establish one or more bank
accounts in the name of the Joi11t Venture in such bank or banks as the
Management Committee shall deem appropriate. All capital, including capital
contributions. of the Joint Venlt:ure andl all funds received by the Joint
Venture from any source {including, but: not limited to, payments !rom the
Power Authority) shall be deposited in such bank account or accounts, and such
accounts shall be subject to the control of the Management Committee. All
invoices received by the Joint Venture and approved for payment by the
Management Committee, or by such person or persons as the Management Committee
may authorize to act on their behalf in that regard, shall be paid by checks
drawn on said bank account or accounts and signed by persons so authori~ed by
the Management Committee. The l~nagement Committee may require the bonding of
any person or persons authorized to draw upon the funds of the Joint Venture.
10.2 The Management Commit~ee tD.ay cause funds of the Joint Venture to
be invested at inte~est on a short-term basis, in US Government securities,
bank certificates of deposit or sa"'lings accounts.
10.3 Not later than thirty (30) days after issuance of the Power
Authority's notice of intent to negotiate a Contract with the Joint Venture,
Ha.rza shall make a capital contr.il"tutio11 of Sixty-Five Thousand Dollars
($65,000~00) to the Joint Venture, and Ebasco E\hall make a capital
contribution of Thirty-Five Thousand Dollars ($35,000.00) to the Joint
Vt£nture. The Management Committee may direct each Joint Venturer to make
further capital con.tributions in propoit"tion to its respec.ti ve participation in
the Joint Venture, if deemed by the Mallagement Commi.tt:ee to be in the best
interests of the Joint Venture. The Joint Venturers' capital contributions
shall be used to pay in part the expenses of the Joint Venture, as authorized
by the M~nagement Committee. The Management Committee may direct the return
of the unexpended por~ions of the Joint Venturers' capital con~ributions, in
whole or in part, at such times and under such circumstances as the Management
Co~ttee may determine to be appropriate.
10.,4 Each of the Joint Ventul;'ers will be x-esponsible for and pay all
of its own costs, expenses, and other fees incurred prior to formation of the
Joint Venture and signing of the Contract with the Power Authority.
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11. BOOKS OF ACCOUNT AN'D RELATED M..l\TTERS
11.1 Separate books of account for the performance of t.he Contract and
all matter$ pertaining thereto and for th.e Joint Venture shall be maintained
under the supervision of the Management Committee on behalf of the Joint
Venturers in accordance with detailed accounting proced~res approved by the
Management Committee. The Project Manager sha:ll be responsible for
maintaining such books of account until such time, if any, as. the Management
Committee shall appoint a financial 1Ilanager to perform this function. The
prescribed methods of accounting in all mattet:s relatir..,s to the affairs of the
Joint Ventu.re and the performance of the Contract shall be those known as
generally accepted accounting principles applicable under the circumstances
and applied on a consistent basis. .All books, records, vouchers, cont:t;acts,
inventory, supplies, equipme~1.t$ property and other data of the Joint Venture
shall be available for examination and, aud,it by each Joint Ventur&c at all
reasonable times at the principal office of the Joint Venture. In addition,
i£ required by the Management Committee, certified audits. shall be prepared by
A~thur Andersen & Co. or such other accountants as may be designated by the
l\fanagemen.t Committee, covering the period through December 31 of each year.
11le audits will be distributed to the Joint Vent1.1rers within sixty (60) days
after December 3lo .A final certified audit shall be prepared and distributed
to each of the Joint Venturers at the completion of the Contract, if requested
by either Joint Venturer~
11.2 Harza and Ehasco shall be responsible fot· maintaining, at their
cost, respectively, their respective books of account pertinent t"1 their
respective operations in connection wirh the Project. Such books of account
relating to salary, the number of hours individuals performed services, and
~ut-of-pocket expenses which are reimbursable by the Power Authority or.0 the
J'oint Ventu"te shall be subject to audit at any time by the Joint 'Venture or
either Joint Venturer.
11.3 All financial, technical and other records of the Joint Vemture
shall be kept and preserved for no less than three (3) years subsequett to the
completion of the Services to be rendered under the Contract, at such place or
places as the Ma~agement Committee may from time to time designate.
11.4 Provisions for insurance shall be agreed upon as required to
confor.m with t1~ terms and conditions of the Contract.
12. EXPENSES OF THE JOINT VENTUP~; REMAINING PROFITS
12.1 Except as otherwise provided in Subsections 9o5 .and 10.3 of this
.Agreement, the capital contributions of the Joint Venturers and the fee
portions of payments made b-e~ the Power Authority shall be retained by the
Joint Venture and may be used to pay any expen<;es incurred by the Joint
Venture as authorized by the Management Committee, which are not recoverable
from the Power Authority as an allowable cost.
12. 2 Fixed asset items ptrrchased jointly will be disposed ot on
completion of the Project and the values obtai.ned shar~d in proportions
equivalent to those used for allocating the costing of such assets ..
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I') 12.3 In proportion to each Joint Venturer's' r~~l.pective final
participation in th~ Joint Venture a$ determined in accordance with Subsection
5._4, the Joint Venturers shall share ~\11 costs incurr~d by the Joint Venture
fO.r any agreed expens~s wh.tch are not reimbursable by t:he Power Authority, if
any.
12.4 The Management Committee shall revie\J the allocation of
unreimbursed Joint Venture expenses, if any, from time to time to ensure ita
continuing equitability. The actual method of payment and reimbursement for
Joint Venture expenses shall be reviewed from time to time by the accountants
of eac,h Joint Ve.nturer and, if necessary, changed aftet· approval by the
Management Committee.
12.5 As soon as reasonably.practicable after the completion of the ;;.
performan~e of the Services under the Contract, the po1~tions of the fee, which
ha7e theretofore been retained by the Joint Venture, slnall be used to pay all
outstanding obligations and other indebtedness of the Jl'oint Venture; and
sufficient reserves, ss detenuined by the Management Carnmittee., shall be
established for ¥.~,own or reasonably anticipated contingencies not theretofore
dischl:irg2d. Thereafter, a.ny funds remaining in the ban~k account or accounts
of the Joint Venture, or \IW'hicl~o shall be received by or for the account of the
Joint Venture or uhich sha.ll become available in any manner for distribution,
shall be distributed to th.e Joint Venturers ip., proportion to their respective.
final participation in the Joint Venture as dete:rmlned in accordance with
Subsection .5. 4., When funds set aside as reserves are rto longer required for
,) such purpose, then such funds shall be similarly distrj~buted.
13. PLACE OF PERFORl~CE OF SERVICES
13.1 It :ts the intt~ntion of the Joint Venturers that the Services will
be managed and directed fl'Qm the Project office located in Anchorage, Alaska
and that the principal des1Lgn office be located in Bellevue, Washi.ngton.
office.:
13.2 \\There ServiceS! are performed at a Joint Ve11turer' s established
(a) Elarza. shall re1imburs££. Ebasco for all actual costs incurred by
Ebasco as a result of the presence of Harza personnel in Ebasco's
offices, to the extent that such costs are not directly
r~eimbursed by the Power Authority. Likewise, Ebasco shall
rtaimburse Har~~a for all actual costs incurred by Harza as a
rt~sul.t of the presence of Ebasco personnel in Harza' s offices to
the ~xtent truit such costs are not directly reimbursed by the
P<:>wer Authority. Such costs will ·be recordedj allocated and
dt:)cumen.ted in accordance with generally accepted accounting
p·~inc.iples~ Uxa~ple.s of such costs are:
(i) Rent oi! c.ffice space, including appropriate allowances for
m~,intettance, alterations, repairs, leasehold improvaments
and co~mon space.
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(ii) Furniture.
(iii) Office Supplieso
(i v) Non-Projec.t specific charges such as:
Nonreimbursable telephone charges.
Nonr~imburBable photocopying and printinge
Nonreimbursable computer charges.
Nonreimbursable ~ord processing.
Nonreimbursable postage.
(b) The initial detemination of the above cost allocations shall 'be
made and documented in accordance with the respective Jcint
Venturervs judgment as to purpose and benefit of the expenditures.
14. LIMITATION OF LIABILITY
14.1 In no event shall either Joint Vent1.1,.rer be liable to the other
Joint Ve11turer or the Joint Ven.ture for the acts or omissions of any officer,
employee or agent of either Joint Venturer, nor shall any duly authorized
principal or al.teruativc repre.sentati ve on the Management Committee be liable
to either Joint Venturer or the Joint Vent,lre, except for direct (but not
consequential) damages resulting from, actuai fraudulent or dishonest couduct ..
14 .. 2 If any third party (including bu.t not limited to the Power
Authority) should assert any claim.'o:r commence any legal action against one or
both of the Joint Venturers or against the Joint Venture in connecton with any
matt.er arising under the Contract or associated. with the Project, than Harza
and. Ebasco shall share all costs thereof, including, bu.t not limited to, all
damages, judgments, fees and expe~aes, in proportion to their respective final
participation in the Joint Venture as determined in accordance with
Subsection 5.4.
14.3 In the event that performance or reperformance of any of the
Services by the Joint Venturf! or l)y either Harza or Ebasco is authorized by
the Management Connnittee because such Services were not perfot:'med in
accordance with customarily accepted good engineering and technical practic~s
and procedures and such performance or ·reperformance is not =eimbursed by the
Power Author:J.ty, the costs of such performance or reperformance shall be borne
entirely by the Joint Venturer which failed to perform in accordance with such
standards. Where such individual Joint Venturer liability is not evident from
vork package allocations~ th~ costs shall be shared by Harza and Ebasco in the
same proportions. as $·at forth in the preceding Subsection. Prior to the start
of any such reperformance, the Management Committee shall determiue t:he scope,
costs and responsibility of such reperformance.
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15. SUBCONTR)£TING AND ASSIGNMENT
15.1 The Joint Venturers contemplat.e t.hat, unless otherwise. determined
by the Management Committee, all subcontracts and other agreements with
respect to the Services to be performed under the Contract shall be executed
in the name o.E the Joint Venture.
15.2 Neither this Ag1:eement nor any interest or obligation of eithe1:
,Joint Venturer herein, including any interest in funds belonging to or which
may accrue to the Joint Ventura, or any interest in any bank account of the
Joint Venture, or in any property of any kind employed or used in connection
with the Contract, may be assigned, pledged, transferred, subcontracted or
hypothecated by either Joint Venturer without the prior written consent of the
other Joint Venturer, which consent shall not be unrea~onably withheld.
16. INSOLVENCY
16.1 The filing of a volun,taty petition of bankruptcy, adjudication as
bankrupt or :!-u~ol'\Tent, appointment of a re.ceiver for all o:r substantially all
of the assets, assignment for b€nef!t of creCiitors~ any other prt:Jceeding for
r.elief under the bankruptcy laws of the U:~."lited States, or failure to discharge
any judgment against a Joint Venturer or levy or seizure of the property of a
J·oint Venturer within ten {10) days, shall be a default by the party
committiP..g such act., Upon such default~ t:he interest of the defaulting party
( "Defa'?-lting Party") in this Joint Venture shall term:tna.te :. .... d be limited to
the rights under this Joint Venture specifi~all.y set f.oxth h2rein. However,
the business of tr~s Joint V~nture shall continu~ to be conducted under the
same name by the remaining Joint Venturer and such Joint Venturer shall carry
on and perform the retlainder of the Services to be completed on the Contract.
Neither the Trustee, Receiver, nor,Custodian of the Defaulting Party, nor such
Defaulting Party itself, shall have any interest in any ptofits resulting f~om
the completion of the Services on the Contra.ct, after the date of default .•
The Joint Venture and the remaining Joint Venturer shall have title to and the
right to possession of all the remaining assets of the Joint Vet\ture.
16.2 Notwithstanding the provisions of Subsec"tion 16.1, the Defaulting
Party shall remain liabl~ fo~ its share of any losses sustained by the Joint
Venture with respect to the performance of the Contract as a whole (as
determined pursuant to the terms and conditions of this Agreement). However,
the Defaulting Party shall be entitltl~d to receive that proportion of the
pl~of.its of the Joint Venture, if any, to which it would otherwise be entitled
as the monetaty value of the Services completed at the time of the happening
of: any of the events described in this Section bears to the monetary value of
al.l Services to be performed under the\ Contract. Such s'hare of the profits
sb.al-1 be detenuin.ed by the Management Comrnitt~e without the participation of
the principal or alternate representattve of the Defaulting Party. The
pa)'"lllent of any such share of the i>rofits to the Defaulting Party shall be paid
at the times and in the manner' provided. in this Agreement. If such
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f\ insolvency, bankruptcy or other proceedings of the type described in this
Section should cause damage or additional costs to the remaining Joint
Venturer. then such damages or additional costs shall be charged against the
interest of the Defaulting Party and against any amounts to which the
Defaulting Party would otherwise be entitled pursuant to the tema and
provisions of this Agreement.
17~ NOTICES
AL.y notice which is required or permitted to be given under any
provision of this Agreement, except notices of special meetings of the
Management Committee as provided in Section 6 (Management Committee).-shall be
given in writing and shall be delivered either in person or by registered or
certified·mail, by telegram or cable, and shall be deemed effective if and
when received by the party to be notified at such part;y's address as set forth
below. Either Joint Venturer may, by written notice to the other Joint
Venturer as provided in this Section, cb.ange its address for receiving such
notices.
(a) Harza Engineering Company
(b)
150 South Wacker Drive
Chicago, Illinois 60606
Attention: Dwight L. Glasscock,
Vice President
Ebasco Services Incorporated
Two World Trade Center
New York, New York 10048
Attention: Carl F. Whitehead,
Senior Vice President
18. TERM OF THE JOINT VENTURE; SUBSEQUENT PHASES
18.1 This Agreement, and the Joint Venture hereby created, shall
remain in effect only f.or such period of time as necessary to carry out the
Services to be performed for the Project, to receive full and final payment of
all amounts owed to the Joint Venture, to make approprLate provision for all
actual and contingent liabilities of the Joint Venture and otherwi.se to carry
out the teT.ms and provisions of this Agreement; provided, however, that if the
Power Authority should either (a) terminate the Cont~!.l.ct, (b) abandon the
Proj~ct, (c) in the judgment of the Management Committee, unduly delay the
P,toject, or (d) proceed with the Pro1ect in a manner not involving both of the
Joint Venturers, then, in any of such events, this Agreement and the Joint
Venture hereby created shall continue in effect only for such period of time
as may be necessary for the Joint Ventu~e to receive full and final payment of
all amounts owed to the Joint Venture, to make appropriate provision for all
actual and contingent liabilities of the Joint Vel1ture and otherwise to carry
out the t~rms and provl.sions of this Agreement.
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18.2 &tch Joint Venturer hereby covenants and agrees with the other
Joint Venturer that it will pursue a contract for Services for any additional
p~see or portions of the Project only as a participant jv. this Joint Venture,
unless the Power Authority requests otherwise.
19. ARBITRATION
19.1 In the event that a dispute. arises between the Joint Venturers
which is not resolved by the Management Committee, then, at the request of
either Joint Venturer, such dispute s,hall be submitted to arbitration before a
panel ~ ~ three (3) arbitrators acceptable to both Joint Venturers, i!J. . .
accordance with the then existing Rules of the American Arbitration
Association. as· in effect at the tim,.a of such arbitration. In the eve:qt that
the Joint Venturers cannot agree as to such arbitrators, they, or so many as
cannot be agreed to, shall be finally chosen in accoraance with such Rules.
The place of such arbitration shall be Chicago, Illinois. The Joint Venturers
agree that the decision and award of the arbitration shall be final and
binding upon them, may be entered as a judgment in any court of competent
jurisdiction and shall ~ot be subject to appeal. Notwithstanding such Rules
to the contrary: (a) either party to the arbitration may avail itself of
discove~~ procedures, including depositions, interrogatories, requests for
production and inspection of documents and reports as provided for in the
Federal Rules of Civil Procedure; and (b) the arbitrators shall be required to
issue written findings, conclusions and awf!.~d.
19.2 In the event of any arbitration between the parties arising under
this Agreement, the prevailing party shall be entitled to its costs, expe.nses,
and reasonable attorneys' fees. The determination of which party is the
"prevailing party" shall be made by the arbitrators.
2 0. GOVERNING LAW
This Agreement shall be governed by and shall be construed and
interpreted in accordance with the laws of the State of Illinois.
21. LIMITATION ON THE RIGHTS OF OTHERS
Nothing ill this .Agreement, whether express or implied, shall be
construed to give any person other than the Joint Venturers any legal or
equitable right, remedy or claim under or in respect of this J\greement. As
used in this Section, the term .,person" includes the Power Authority.
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22 .. EMPLOYMENT OF JOINT VENTURER'S PERSONI~L
During the term of t.his Agreement and .for a period of six. (6) months
thereaftex-, each Joint VentuJ.~r shall refrain from employing '1!" offering
employment to any present or .former personnel of the other Jo):;nt Venturer
asS,ociated with the Project unless (a) the otht:!r Joint Venturer shall have
first given its written consent to such employment or offer of employment, or
(b) six (6) months shall have elapsed since the person in ques.tion was last
employed by the other Joint Venturer.
23. MISCELLANEOUS
23.1 lio Waiver.. Neither the .failure of ·either party to exercise any
power given to such party under this Agreement or to insist upon strict
compliance by the other party with such party's obligations under this
Agreement, nor any custom or practice of the parties at variance with the
terms hereof~ shall constitute a waiver of either party's right to demand
exact~ full and complete compliance by the other party with the terms and
pro-vlsions of this Agreement ..
23.2 Entire Agreement... This Agreement contains and constitutes the
entire agreement of Harza and Ebasco with respect to the perft1rmance of
preliminary and .final design of technical Project facilities a~d associated
Project features.
23.3 Severability of Invalid Provision. If any provision of this
Agreement shall for any reason be held to be invalid, illegal or unenforceable
in any respect under the laws of the State of Illinois, any such invalidity,
illegality, or unenforceability shall not affect any other provision of thi.s
Agreement, and this Agreement shall be construed as if such j,nva.lid, illegal,
or unenforceable provision had never been incorporated herein and the rights
of the parties hereto shall be construed and enforced accordinglyo
23.4 Successors. Neither the interest of a Joint Vanturer in the
Joint Venture or its right to share in the pro~its, ~or any right of a Joint
Venturer hereunder, may be assigned or transfer~ed to any third party nor may
any security interest therein be created, without the prior written consent of
the other Joint Venturer. No assignment, with or without such consents, nor
any assuntption of obligations hereuuder by a third party shall relieve any
Joint Venturer of its obligations :tereunder unless such Joint Venturer is
expressly so relieved in writing by the other Jllint Venturer.
23.5 Amendments. This Agreement shall not be changed, amended,
modified, or waived otbe,rwise than by a written instrument si,~ned by duly
authorized officers of Harza and Ebasco.
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f) 23.6 Counterparts. This .Agreement may be executed in,.,.multiple
counterparts, each of which shall be deemed to be an origix,ml-and all of
which, together, ~hall constitute one and the sam€;! instrument.
IN WITNESS WHEREOF, Barza:· and Ebasco have caused this Agreement to be
executed by their duly authorized officers as .of the day and year first ~bove
written.
Attest:
Attest:
......... ---
/J< -.:' ;'::,__,. ... ~~,. ·~
Sean_Hastings / .... ~
Secretaey_/
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Harza Engineering Company
By:
Richard D. Harza
President
Date: August 12, 1982
Ebasco Services Incorporated
I • Ill_, '• I · ,....._. 1
. '4 ,_ ( -. (. ( I l {l c '-<. ~ '---By. .,:..,·~~-•_/. tl , .•• . . .. t! . i .
Herbert M. Blum
Assistant Secretary
, Roger J. Sherman
Chairman of the Board
Date: August 11) 1982
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COMMENTS ON
DRAFT CONTRACTO
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CO~~ENTS ON DRAFT CONTRACT
Harza-Ebasco has reviewed the Draft Contract accompanying
the Power Authority• s RFP.. The majority of the Draft Contract
provisions are acceptable in their pres,ent form, although we
have noted a number of inconsistencies, which will require clar-
ification.. . In additionj7 the Power Authority has left saveral
areas open for later finalization.
The following are examples of partict,lar provisions which
would require discussion and clarification:
1. Article I(a)(l) Sc?pe: The scope description in this
paragraph is more suggestive of a contract for perfor-
mance of construction work rather than engineering
serYices.
2. Article III(f): This paragraph, covering physical
responsibility for project property, also appears to
be more appropriate for a construction, rather than an
engineering services, contract.
3.
4.
Article V(b) (2) Award Fee: Alternate approaches to
incentive fee arragements are discussed elsewhere in
this Proposal.
Article V(d)(l) Bonds and Insurancei We read this
:provision to include as-an allowable cost the costs of
1::>onds and insurance required under the Contract; how-
(~ver, olarl.fication is requried regarding the refer-
E~nce tc1 exclude State property in this paragraph and
exclud11ad Power Authority proper~ty it! paragraph
V(e) <13}.
5. Artic:t,.e V( e) (13) Insurance, Article V( e) (16) z,osses
(:i..) a:!.'ld Artic:le VI(c) Financial Settlement (i~) (D)-
refer to Article XVII _a_s_a_n_.-:<insul:-:ance article. Arti-
cle XVII covers only termina·t.ion by the Power Authori-
ty,~)
6" Arti<:~le X Insurance: Paragraphs 1 and 2 require the
~c>ntl:~actor to maintain insuran( '·"''i~·ring both the
oont:t7actor and its subcontract,..,,,:;.;;.;.. 1 ~ is our under-
standing tha·l:. the subcontractor req:uirement has been
deleted in several recent Power Aut:hori ty contracts.
Moreo\rer, insurance requirements hE11Ve been substan-
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' ',
tially modified by the Po~#'er Authority • s cux.-ren.t Pro-
fessional Services Contract Specifications.
Harza-Ebasco proposes that the Power Authority <::on-
sider !3-lternative insurance arrangements as a means of
affording increased coverages and reducing premium
posts to the Power Authority, for exampleL
(a) For Professional Liability, we recomtn~nd that the
Power Authority and Harza/Ebasco explore the
various ways in which this insurance can be ob-
tained.. A project policy, for example, normally
provides, the maximum protection for the client
and should therefore be considered.
(b) In the area of Comprehensive General Liability,
we are aware that the Power Aut.,bority has pl'e-
viously inv~~s,t.igated the use of wrap-up insJ;trauce
programs. ],or a pt;oject as large ~,s Susitna.,
Harza/Ebasco recommends that a wrap..,·up program be
considered a~i we believe that suc1.L a prngran~
offers the potential for significant cost:. sav-
• l.ngs.
(c) Alternatives tt? Aircraft/Watercraft Liability
should be l.ooked into as a means of avoi.ding
excessive premium costs.
7. Article XV Disputes: We suggest arbitration be con-
sidered aH a mutually satisfactory mechanism for the
rssoJ..ution of disputes. Arbitration could be used for
claims up to an agre~d upon amour:.t, with claims in
excess of that amount being referred to an Alaska
State court.
8., Article XXII warrantx: The principles embodied to
this Artic..:le are generally acceptable, although we
believe that some portions of the current language
would be unacceptable to insurance carriers.
9. Article XXV Inspection ~ Correction £E Defects:.
We would require clarification as to the interaction
between this Article and Article XXII, ~ran~:;t:·
10~, We would recommend including an additional arti.cle
placing an overall limitation on the Contracto~'s
liability and excluding liability for conseque·nt..i&l
damages.
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F'!;
Jl ·I
Both Harza and Ebasco have sacoessfully negotiated recent
con.tracts with the Power Authority and, based on that experi-
ence, are confident that a mutua111~ acceptable contract can
quickly be agreed to with the Power Authority. As we are in
agreement with the principles embodied in the Dra£t Contract,
the items. f"C?,r disouseion can be r.a,solved without difficulty.
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E)CECUTIVE SUMMARY
rntroduction.··
·· The Susitna Hydroele·ctric Project is an extremely important
future source of reliable power and energy for the State of
1-\~aska. The Project also constitutes a major challenge to the
engineeril}g profession and the construction industry. ~.coject
issues that must be effectively dealt with include the follow-
ing·:
• Project dimensions are large and it must be con-
structed tinder subarctic climatic conditions in a
location with limited access.
•
•
Major investigations are required with.respect to
foundation conditions and embankment dam con-
struction.
Special factorsT including seismicity of the
region, existence of permafrost ?Ohes and buried
rivers, and Lulique environmental conditions, must
be considered in the design.
• Licensing and permitting processes are complex
and the entire project development process will
be undertaken in an environment of intense public
scrutiny.
These special issues, .combined v1i th the others that are
more commonly encountered in dam design and construction, make
the Susitna Hydroelectric Project one of the most unusual engi-
neering endeavors on the North American continent.
We believe the Harza-Ebasco Joint Venture is the best qual-
ified to provide the required engineering services, for the
following reasons:
• Design £~mpetence -The respective staffs of the
Jo1.nt Venture have successfully completed the
engineering design of several world-class hydro-
electric projects on, or ahead of, schedule and
within budget. These projects include Ludington
and Bath County ... ,. the two largest pumped storage
proj cacts in the world, and the Tunnel and Reser-
\toir Project in Chicago (TARP) which is one of
the largest underground water resource projects
ever undertaken.
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•
•
•
• •
•
•
Personnel Commitments -The Joint Venture has
comm~tted sen~or level management and technical
personnel to the Eroject Team, to a great extePt
from the projects mentioned above. The superior
management and technical skills possessed ~y
t~ese key people is necessary to effectively
manage, license, and design the Watana phase of
the Susitna Pr6jecto
Professional Resources -The combined hydroelec-
trl.c-technical des~gn staff of the Joint Venture
numbers approximately a thousand.. This large
work force, with current and recent experience on
hydropower design, is unique among u.s. organi-
zations.. It provides the Joint Venture the abi-
lity to respond quickly to any unforseen circum-
stances, thereby minimizing impact on project
cost and schedule.
Cost/Schedule Control -The Joint Venture brings
to the Susitna Project the Ebasco Project
Information and Control System (EPICS) which is a
proven system for defining, monitoring, and re-
porting project cost and schedule performance on
large, multi-billion dollar projects. The first
generation of EPICS was used to control cost ana
schedule at Ludington (Which was completed ahead
of schedule).
Office Locations -The Joint Venture has com-
mitted to ass :tgn)r .. g the Project l~anagement Team
to a Susitna Project Office in Anchorage where
the many Alaskan activities can be controlled
effectively, and day-to-day communicat:.ion with
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•
• I .
the Power Authority will facilitate the flow of
information and the decision-making process.
Detailed design will be performed in the Joint
Venture office in Bellevue, Washington. This
location is id~:ally sui ted to supporting j::h@t
Anchorage operf.ttions because the travel to and
communication ~ii th Anchorage is rapid, conven-
ient, and cost effective.
• Sensitivity to Alaska Issues -The Joir1t:. Venture
firms have gained experi,ence from ten different
assignments in lilaska during the last three years
which have contributed :substantially to our ·
understanding of local technical ... ,socioeconomic
gnd environmental issues. Through this famil-
iarity, we have also gained knowledge of several
Alaskan f:.rms and individuals with outstanding
capability in cold region engineering, and we
have made them an integral part of our project
team.
The Joint Ve.nture can provide the needed personnel, organi-
zation fraihework, and control systems that will ensure on-sched-
ule, within-budget delivery of powec from Watana Dam. Our plan
for. accomplishing this is summarized below •
Management ~ Organization
L..fanagement Team
On-time completion of the Susitna Project under the identi-
fied constraints presen:ts a major management challenge. To
ensure effective management and timely execution of the design
work, the Joint. Venture will staff management positions ¥lith
individuals whose proven records of accompl~shment in similar
assianments have led to high levels of responsibility within
Harza and Ebasco. Management positions will be filled as fol--
lows:
•
•
•
Proj e·~·t Manager
Engineering Operations
.r-'lanager
Environmental and
Regulatory Programs
Manager
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Dr. Ramon s. LaRusso
Vice President (Harza}
Mr. Arvids Zagars
Vice P~esident (Harza)
Dr. Gary G. Lawley
Manager, Life Sciences
(Ebasco)
• • Project Control Manager Mr. Martin Soniker
Manager, Project
Control(Ebasco)
As demonstrated by the brief resumes provided below and the
detailed resumes in Section C(A) of this proposal, each of thsse
individuals have proven abilities in managing large projects.
Ramon s. LaRusso
Project Manager
Ph.D -Engineering, University
of Notre Dame (1967)
Ray LaRusso is a Vice President and Member of the Board of
Directors at Harza. He brings to the Project Manager's position
over 29 years of experience in the planning, design, and con-
struction of dams, underground structures, and environmental
projects. He has extensive experience in fill darn design and
foundation engineering. As Project Manager for the $2 billion
Tunnel and Reservoir P~o]ect (TARP) in Metropolitan Chicago, Ray
bets supervised the initial planning of the TARP system, the
de·tailed design of its project fea.tures, and the construction
management services provided by Harza. TAJKP includes 30 miles
of rock tunnels at depths to 350 feet, and @ssociated under-
ground storm water storagte and pumping facilities.. His manage-
ment e.xpertise is demonstrated by the fact that TARP has been
constructed by multiple c~ontractors ahead of schedule and within
target cost.
Arvids Zagars CE, State IJ.'echnicum-Latvia
Engineering Operations ii!anager
Arv Zagars is a Vi·ce President of Harza with 40 years of
experience in hydroelec.tric projects. Currently he is a member
of Harza's Senior Professional Staff as Principal Hydroelectric
Engineer" He has held key management or technical positions on
16 hydroelectric prcje·cts, ranging in capacity from the 40-MW
Rio Lindo Project in B.ond.uras to the 2100-MW Bath County Pumped
Storage Project in Vir:g inia. Recent assignments have included
Project Hanager for the Bath County Project and Project Engineer
on the Reza Shah Kabir Project (1000 MW).
Gary G. I...awley
Environmental and
Regulatory Programs Manager
Ph.D -Limnology, North Texas
State
Gary Lawley is Manager of Life Sciences at Ebascoq He has
developed and managt:d the environmental programs for several
hydroelectr,ic developments, includin:g the Grant Lake Project irt
Alaska, as well as fC:)r several steam-electric generating sta-
tions. Gary currently is assigned to Ebasco's Anchorage office
where he is Progra.rn ~lanager for ARC<J .. ·Alaska' s and the Alaska
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••
Dis.,trict Corps of Engineers' Waterflood Environmental Moni taring
Program at Prudhoe Bay.
Martin Sonlker MBA, Baruch College
Project Control Manager
Ivlarty Son:i.ke·t currently is Project Control rvian.ager in Ebas-
C01 s Bellevue oft ice. He has 17 years of experience in the area
of project accounting and cost control. His most recent project
assignments have been as Project Control Manager for two multi-
billion dollar steam-electric stations. Prior to those two
assignments he. was responsible for establishing the computer-
based project control system for the Ludington Pumped Storage
Project which at 1875 MW is the largest operating pumped storage
project in the world.
Joint Venture Organization
The Joint Venture has been organized to provide efficient
and effective. services to the Power Authority, in accordance
\'lith the Organization Chart on the following page~" Key posi-
tions are structured. to interface directly with the Power Autho-
rity to permit interchange of ideas and to involve the Power
Authority directly in project formulation. The proj~ct manage-
ment office will be established in Anchorage and the office in
Bellevue, Washington will be used as the design office for exe-
cution of the tasks identified in the detailed work plan. As-
signing the design office in Bellevue has significant advan-·
tages:
• Cost savings over the alternative of relocating
all project personnel to Anchorage.
• Better communication with the Power Authority
than could be maintained if design work were
performed further east, because the time differ-·
ence between Chicago or Ne\v York and Anchorage
would limit the effective hours of communications
each day.
• Reduction in travel time and cost.
The Anchorage office will be headed by the Project Manager.
He will be supported by the thr~e additional members of the
Managment Team who also will be based in Anchorage. The Belle-
vue office will be headed by Mr. Donn Ruotolo, currently is
~Ianager of Projects in Ebasco 's Plac:1erville, California office.
He will be assigned as Bellevue Offtce Engineering Manager.
The two centers will be supported by the home office re-
sources of both firms. However, all key personnel involved with
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.(i
SUSITNA HYDAOELECTR IC PROJECT
PROJECT MANAGEMENT TEAM
•
the project over a long term will be located either in the
Anchorage or the Bellevue office. This deployment will facili-
tate the close involvement of Power Authority staff i.n project
management activities, project formulation, and decision making.
It also will enable the Joint Venture ·to more' efficiently use
the special skills and outstanding cold region engineering ex-
perience of the several Alaska-based firms and individuals that
are identified in this proposal. Last.ly, the management of
.geotechnical exploration, environmental and regulatory permitt-
ing, and public participation programs must be based in
Anchorage.
General pperating Plan
The operating plan developed by the Joint Yenture recog-
nizes the need for a rapid start-up in providing engineering
services and the need to carry out design investigations inten-
sively during the early years of the implementation period.
The Anchorage office will have overall responsibility and
authority for all project design activities undertaken by the
Jo.int Venture and its subcontractors as well as for_, all support
operations. As stated earlier, both the Joint Venture firms
have conunitted principals and senior management personnel to the
Project Management Team. Additional key indi\riduals will be
assigned to the Anchorage office in specific Task Leader posi-
tions as described in Section C(B) of this proposalo
During the initial phase of the program, Anchorage-based
personnel will prepare opti~lization studies, preliminary engi-
neering studies, and layout~ of major project features. These
individuals also will formulate guidelines fot" design memorandum
preparation and conduct other .·work tasks scheduled for early
execution. M~tnagernent personnel in the Achorage office then
will identify and define discrete work packages in terms of
scope 1 interrelationships, schedules for compl·etion, and budgr:t.
This effort will require approximately three months of intensive
planning in Anchorage by the Project r1anagement Tl=am. Two prin-
ciple benefits will accrue from performing the activity in
Anchorage at the start of the design effort:
• Power Authority staff can participate easily in
the development of the work plan.
• The Project Control Manager will be able to input
th~ work plan into the computerized project con-
trol system almost immediately.
A Transition Program Team will be assigned to assist the
Management Team during the initial intensive planning effort.
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•
•
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Thre~ individuals within our firms have gained appreciable ex-
perience in the past on studies contributing to the development
of Alaska's energy resources, with some of this experience con-
sisting of direct work on the Susitna Project. They have worked
directly with Power Authority staff on prior assignments and,
therefore, are knowledgeable about the requirements and pro-
cedures of the Power Authority. These individuals, and their
specific Alaskan expertise is presented below:
•
•
•
Mr. J. L. Ehasz, Chief Civil and Geotechnical
Engineer for Ebasco has been heavily involved in
the hydroelectric feasibility and aesign work
performed in Alaska. He also was invol,ved in the
development of an independent cost estimate for
the Susi tna Hydroelect.ric project in €\arly 1982
during which he gained thorough familiarity with
project concepts and potential problems.
Mr. R. L. Meagher, Vi~e President, currently
is I-1anager of Alaskan Operations for Harza. In
this capacity he has supervised the planning,
prelimi nary design, and license applications for
hydroelectric projects in Alaska, as well as
numerous other feasibility and licensing
studies •
Mre s. 0. Simmons, Manager of Energy and Re-
sources Planning at Ebasco, has participated in
several studies involving assessment of energy
development potentials in Alaska. Projects in-
clude the Railbelt Electric Power Alternatives
studies, the Grant Lake Hydroelectric .Project,
and statewide inventories of hydroelectric pro-
ject sites.
Project start-up and the transfer of existing data and
information from Acres to the Project Team must be handled as•
expeditiously as possible. A smooth, quick start-up and trar.ls-
fer will be beneficial to the entire project. Immediately fol-
lowing notice-to-proceed, the Transition Program Team, function-
ing as special staff-level advisors to the Project Manager, will
commence the transfer operation. We believe the special back-
ground of the Transition Team members to be very valuable sin<.~e
the Transition Program is the operations vehicle used to ensut•e
full and timely infusion into the YV'ork plan of their background
and special knowledge of Power Authority requirements.
Execution of the work packages will be the responsibility
of several principal project team members, located in Bellevue,
and reporting to the Bellevue office Engineering Manager. The
specific individuals proposed for these lead positions are indi-
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•
•
cated on the organization charts of Section C(B).. Their ·resumes
are furnished in Section C(A).
It is anticipated that approximately 45 project personnel
will be assigned to the Anchorage office during _the period of
peak engJneering activity, including all technical field person-
nel involved in the environmental and geotechnical programs.
The Bellevue office will have a pea.k staff of sixty.
Both offices will be fully supported by the home offices of
the Joint Venture firms. This support will be in two forms:
short-te.rm assignment of specialists to Bellevue for work there,
and execution of certain work packages in the home office when
it is clearly more efficier\t to conduct such work there. Ap-
proximately 85 percent of the project activities will be accom-
plished in the lt!':ehorage and Bellevue offices, with the remain"!'"
d~r all-ocated to the Chicago and New York Ci·ty offices.
All principal tasks of the proposed work program are sche-
duled for direct ~andling by the Project Management Office in
Anchorage, except for the design of project components, which
v1ill be shared between offices as explained above. These prin-
cipal activities are:
• Environmental and Regulatory Pt~..;grams, including
FERC License Application Support and Liaison with
Alaska Agencies
• Geotechnical Exploration Program Management
• Non-technical Facilities and Logistic Support
• Public Participation Programs
our candidate staff for conducting of this work is fully
identified in Sections C(A) and C(B). Several firms and indi-
viduals bring special Alaskan experience to our project team and
they are noted here because of their important contribution to
our program.
• Mr. Bill Wilson of the AEIDC will conduct a liai-
son program '~i th Alaska agencies because of his
unique knowledge and respected position as an
independent authority on susitna environmental
issues •·
• The Anchorage firm of Harding Lawson Associates
will be responsible for executing selected acti-
vities in the geotechnical exploration program, a
function they have successfully handled on
several other major Alaska projects •
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• ,,
l
• The Anchorage firm of Frank Moolin and Associates
will matiage subcontracts involving construction
support facilities such as the access road and
field camp. Their knowledge of special permit
requir_ements and familiarity with local climatic
condif~.ons have been demonstrated on past assign-
ments c> \
• R.A. Kreig Associates, Inc., an Anchorage con-
sulting firm highly experienced in airphoto in-
terJ?,retation and terrain analysis, will support
the geologic mapping activities.
• EBA, a specialty Alaska firm, will provide com-
puter-assisted studies of permafrost thaw induced
by reservoir filling.
•
•
R & M Consultants Inc. have agreed to provide
continuing services for the hydrologic and clima-
tologic data collection program that they are now
doing. We believe the continuity of data collec-
tion provided by this firm and the other local
organizations that are involved in the environ-
mental data collection program will be an im-
portant factor it~ obtaining a satisfactory evalu-
ation of the environmental impacts •
Dr. W.G. Nelson, of the University of Alaska,
will 2rovide expert assistance to the project
team lh design and construction under arctic
conditions.
• Mr. R.w. (Tink) Martin, with recent construction
engineering experience on Section II of the Trans
Alaska Pipeline, will assist in constructibility
analysis and review.
• Mr. E.F. Lobacz, former Research Branch Chief,
Cold Regions Research and Engineering Laboratory
of the Corps of Engineers, has ag-raed to assist
our project team through review of designs for
construction suppo:t facilities.
• Dr. R.B. Peck, noted authority on fill dam design
and construction, who participated in the Susitna
feasibility studies, will provide special con-
sulting service to the Joint Venture project
team •
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• .
Engineering Work Plan
Engineers of the Joint Venture staff have examined the
·project layout for Watana Dam and Powerhouse and have developed
a preliminaJ:;y construction program involving eleven construc-
tion/installation contracts and fiftee~ equipment supply con-
tracts, excluding construction support facilities. This program
was developed to aid our formulation of the design program pre-
sentad in the main proposal~ ·
The program takes into account the followi.ng factors:
• Early procurement contracts for long lead-time
items.
• Fixed price arrangement for purchase and con-
struction contracts.
•
•
Coordination of prccuLement and construction
work.
Anticipation of early availability of field data
on an accelerated schedule.
Optimization of Alaskan contractor participation
in construction •
The construction of the embankment dam is the controlling
element of the implementation program. At least six construc-
tion seasons will be required for placement of the approximately
60 million cubic yards of fill material that will comprise this
project component. This period provides ample time for pur-
chase, manufacture, and delivery of the mechanical and electri-
cal equipment and adequate time for integrating and coordina,ting
the detailed equipment design with the structural features .of
the powerhouse. As a result, fixed price contracts are planned
for the installation of equipment and the final stage concrete
t.vork~~~
The critical part of the construction schedule is commence-
ment of the Diversion Tunnels contract in early 1985. A very
nearly complete project layout will be required before a final
diversion tunnel alignment can be selected-Accordingly, our
design program envisions completion of a major design report,
the Detailed Conceptual Design Report by December, 1983. Inves-
tigations, studies, and prel1minary engineering work are arrang-
ed through an accelerated 1983 program in order to produce this
report in time to award construction contracts in 1985.
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The length of time requi~ed to construct the embankment dam
raises concerns with respect to contracting procedures and po-
tentials for price growth during the construction period. Joint
Venture engineers deliberated at considerable length over
~vhether embankment d~.m construction should be handled in a sin-
gle contract or whether multiple contracts may be more attrac-
tive~ As described in Section D(b) of our proposal, there are
advantages and disadvantages associated with each scheme. Final
resolution of the matter is expected to involve thorough discus-
sions between the Po·wer Authority, the Construction Manager, and
the design team.
Whether a single contract or multiple contracts are used
will not affect embankment dam design and, in either case, con-
struction contracts will be very large. To minimize the poten-
tial for cost growth associated with a long-term construction
contract or contracts for placing the embankment, we consider
it imperative that separate contracts with very well-defined
limits be awarded for this fill work. This condition then re-
quires other separate contracts for work beneath and around the
embankment fill. The latter category ~1ill include foundation
excavation and preparation, grouting and drainage curtain con-
struction beneath the embankment, and initial embankment fill
lifts from the foundation floor. Under this arrangement, the
main embankment contracts will contain completely determined
quanti ties of the various types of fill material which v-1ill
substantially reduce the potential for cost increases.
A complicating factor with regard to the embankment con-
struction contrac:t(s) and potential for cost increases concerns
fill material handling. The properties of core material and
their influence on the placing/compaction operation must be
rigorously investigated. The available material is reportedly
wet-of-optimum. Therefore, it is imperative to determine in
~dvance of contract award what degree of drying, if any, will be
1:·equired. Identified borrow areas also ar:e reported to contain
zones of permafrost. Investigation and detailed studies of this
condition are required. To account for these potential ·compli-
cating factors, the Joint Venture work plan includes an inten-
sive and comprehensive field investigation of all potential fill
materials in place, as well as construction of a test fill as
part of the Diversion Tunnels Contract. Achievable rates of
fill material excavation and placement will be established well
in advance of advertising for bids to construct the main embank-
ment aam.
work flow diagrams and detailed discussion of work elements
for portions of the overall project have been developed by the
Joint Venture and are pt-esented in Section D(b) of this propo-
sal'" Among the diagrams selected for display in ·that section
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are those for the following/_proposed construction contracts
1.vhich \'I.e have classified ai '';ajar tasks:
Contract C-1:·
Contract C-6:
Contract C-7:
Contract C-10:
Diversion Works
Power Facilities
Iv!ain Dam
Completion Works
Similar work flow diagrams will be prepared for all other
procuremE:nt and construction contracts. The overall work plan
consists of the 38 major tasks shown on Exhibits D(b}-1, D(b}-2,
and D (b) -3 in Section D (b) ~ The scope of \'>'!o.rk involved in each
rn.·!ljor work task also is described in that section and forms the
basis for our estimate of man-hour budgets for project manag~~
ment, field investigations, designs, environmental assessments,
and other features of our total effort on the Susitna Project.
Cost/Schedule Control
The Joint Venture recognizes that control of cost and
schedule is of special importance ·':o the Power Authority, second
only to the quality of project constructione In oraer to main-
tain the level of control that is necessary to assure timely and
cost-effective implementation of the Susitna Project, we will
implement a comprehensive cost/schedule control program based on
established proceduresr methods, and systems. The cost/schedule
control program that will be used is the Ebasco Project Informa-
tion and Control System (EP!CS), as explained in detail in Sec-
tion D{l)* This program will provide project management person-
nel f·rom the Pow-er Authorit:i", as well as the Joint Venture, with
the det:liled information needed to make important decisions
regarding project goals and directions and to ·provide assurance
that activities and costs are within established budgets and
schedules.
It should be emphasized that the responsibility for control
of cost and schedule will rest with each member of the project
team. Although specific indivi..duals are assigned the responsi-
bility for management of the work program's various elements,
actual control requires a high degree of responsiveness on the
part of all project participants. The engineers and scientists
that we have assigned to the Project have been selected in large
part because of their abilities to accomplish tasks within es-
tablished schedules.
The Project Control Manager \1ill be located in the Ancho-
rage office and will be responsible for inputting, updating, and
managing the control system (EPICS), and preparing status re-
ports. tii.3 pl:"oximity to Power Authority management. personnel
will enable discussions of cost and schedule control issues and
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• provide for timely resolution of problems or concerns. Report-
ing to the Project Control Ivlanager will be two separate cost/-
schedule control groups~ one in Anchorage and one in Bellevue.
The primary focus of the Anchorage group will be the. control of
activities performesl in Alaska (primarily environmental st.uaies,
geotechnical investigations, a.nd licensing activities) o The.
Bellevue cost/schedule control staff will concentrate on the.
moni taring of design and construction activities and the ,-~spital
cost of the project. ·
Cost/schedule control functions are planned in two separate
areas. These are control of cost and schedule for technical
services and control of project capital cost.
The cost and schedule program fbr technical services pro-
vides a ~eries of activities designed to objectively measure
project performance and identify areas requiring management
' attention. The key components of this program are:
•
•
•
•
Identifying project work elements and tasks •
Assigning man-hour budgets to each task •
Developing a Critical Path Method Schedule which
encompasses all project tasks.
Making effective use of manpower resources
through correlation of task budgets and sche-
dules.
• Measuring performance in cost and schedule for
each task through calculation of performance
factors.
• Assessing performance through comparison of p~r
formance factors to establish~d budgets.
• Developing corrective action plans for deficient
areas.
• Controlling project changes.
The output of the EPICS program will consist of specific
numerical performance factors that can be used by project man-
agement to assess performance and identify corrective actions.
Project status will be described in monthly progress reports
that rnill highlight actual performance on each task.
Control of the project capital cost also will involve a
series of specific activities, each of which will support the
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• overall cost control program. The Project Estimator, located in
the Bellevue office, will be responsible for these activities,
with assistance provided by certain technical personnel ana cost
estimators. A key component of the capital cost control program
is developing estimates of total project capital cost~ with
increasing levels of accuracy, as design progresses. ~These
estimates will include:
• A Baseline Budget Estimate ·at the start of the
design effort.
• A Preliminary Estimate midway through project
design.
A Definite Estimate when project design is near
completion.
• Enginee,r's estimates of major equipment costs for
bid evaluations. _
Assessments will be made the effects of alternative project
design concepts on the capital cost and of the impacts of pro-
posed design changes will have on the capital cost. These
assessments will be reported to the Power Authority on a regular
basis. The estimat:es and assessments will provide the Power
Authority with ample infor:nation for decision making.
Environmental Compliance
A large number of both public and priva.te sector entities,
as well as individual specialists, are and will continue to be
involved "in subcontract assignments to collect baseline environ-
. mental data 1 monitor field activities, prepare impact assess-
ments and identify mitigation measures. These Alaskan entities
bring to the project the best available expertise and under-
standing of local conditions, values, and issues. flowever 1 the
diversity of participants makes it imperative to effectively
manage their activities and control the quality of work perform-
ed.
The combination of the size and co1nplexity of the Susitna
Project, coupled ~<lith the unique Alaskan Gocial and ecological
conditions, makes environmental management and control an es-
pecially ~ritical aspect of the overall project development.
To provide the Power Authority wi·th the necessary assis-
tance to accomplish this process of response to and resolution
of issues, we have assembled the requisite management capabili-
ties and established a study plan which allows for:
B-14
• Rapid review of the issues as they are identified
to determine their merit and implications on '-':::t:h~~/
project.
• Immediate development of a plan or plans of
action to satisfactorily address the issues ...
• Pr,oviding experienced personnel to implePient the
selected plan of acti,~n, foll?wing approval' by
the Power Authority.
Effective resolution of issues is required to deter inter ....
vention in the licensing process. The schedule for completion
of the I..:icense Application process does not allow for slippage.
Extended legal he.arings -on the Project would seriously impair
the Power Authority's ability to maintain this schedule.
A complete environmental and licensing support .:earn will be
placed in Anchorage to provide the immediate response capability
required. This team will include a Environmental and Reguiatory
Programs Manager, reporting directly to the Joint Venture's
Project Manager and providing both the Power Authority and
others with a single, responsible point of contact and control.
A resident support tea."11 of experienced specialists in aquatic
and terrestrial ecology, socioeconomics, and permitting will be
assigned (refer to Sections C(A), C(B), D(c), and D(d)). An
FERC License Support Coordinator will be assigned full time
to the Susitna Project in Anchorage, reporting to the Program
Manager. The Lice.nse Coordinator will be responsible for the
day-to-day production effort required to produce the analyses
and docu..rnents needed to address all licensing issues a~~ they
arise.
Because it is always better to anticipate issues than to
react after the fact, the Joint Venture will utilize the ser-
vices of Mr. Bill Wilson, a respected and independent authority
on Susit.na, to provide agency liaison. His services will ensure
that the Joint Venture is able to keep open and productive lines
of communication with the local, state, and federal agency per-
sonnel having interest in or review r~sponsibilities for
Susitna.
The Joint Venture will have available, in its Bellevue
office, a full-time, experienced staff of engineering, environ-
mental, geotechnical, socioeconomic, and other specialists to
provide complete support to the FERC License Application pro-
cess. Both the resident Anchorage team and the Bellevue support
team in the environmental program will consist almost entirely
of full-time employees of the two Joint Venture firms. They
B-15
have previous Alaskan FERC License experience. As such, they
can work effectively within the Susitna Project organization.
They are, by experience, environmental planners and managers.
The technical approach tc the Susitna Environmental Program
is desc-ribed in Section D{c) b£ the proposal and includes the folJ~owing combination of proven and innovative techniques:
• Development of a Data Management and Information
Retrieval System for the Project to facilitate
program development, analysis, and document pro-
duction~
• Establishment of clearly defined lines of conunu-
nication ana priority routi'ng of information
among all project participants.
• Implementation of "issue management" techniques
including the use of issue-oriented licensing
topical reports (LTR's) that have been used suc-
cessfully on major thermal electric licensing
stu(ies.
• Implementation of proven Quality Control/Quality
Assurance procedures.
• Cross-participation of engineering and environ-
mental specialists in the development of engi-
neering design criteria, design memoranda, and
mitigation plans.
• Designation of a specific Lead Environmental
Scientist to manage each of the ongoin9 environ-
mental subcontracts.
• Designation of a License Support Team, under the
supervision of the FERC License Coordinator, to
assume full responsibility for the license sup-
port activities.
~on~ludin~ Statement
The Harza-Ebasco Joint Venture has the capability and is
fully equipped to undertake design of th~ Susitna Hydroelectric
Project. We have a combined staff with extensive experience in
hydroelectric design and we have required support services.
This staff is several times the size needed to meet planned
requirements for the Susitna Project~~ We have the capability to
provide:
B-16
A fast start-up for design and other services"
Appropriate accommodation to unexpected conditions as
project implementation proceeds.
~ Rapid and effective response to technical issues
using our in-house capabilities.
We will assur:e fast start-up b:y assigning a Transi tic-n
Program Team duri.ng the initial months of the design effort.
The Joint Venture has committed company officers and senior
level individuals to the Susit'11~ Project in recognition of the
Projec~:. 's importance. The Project Team provided by the Joint
Venture is of the highest caliber in management and technical
expertise, and is experienced in Alaska. Other organizations
and consultants, many Alaska-based, have been integrated into
the Project Team to bring addttional knowledge of local condi-
tions, together with their technical expertise.
A project office will be established in Anchorage to work
jointly with the Joint Venture office in the same building as
the Ebasco office in Be.llevue, Washington. Many factors were
considered when projecting the work assignments in these two
off ices, including the need to maximize cornmun ica tions vl i th the
Power Authority and the field activities and to be cost effec-
tive by recognizing the additional expense of relocating people
to Alaska. The interface between Anchorage and Bellevue will be
an effective one because of the rt2latively close proximity of
Bellevue to Anchoraqe. It will enable the Power Authority to
become actively involved in all project activities, thereby
integrating the Power Authority and the Joint Venture into a co-
hesive unit. We consider this unity to be impo~-tant for success
of the Project, because it enables the Power Authority to make
the infonned and timely decisions necessary to support the pro-
ject work plan. ·
The Joint V\:.·nture approach to the prvj ect is based on our
kno\-tledge and experience of what is :1ecessary to bring a project
of this magnitude to successful completion, combined with our
knowledge of the special neeos of Ala~ka. People within the
Joint Venture who have v1orked extensively \'lith the Power Author-
ity and who will participate in the transition, start-up, and
continuing review of the project have formulated our approach to
'the work to ensure that it is responsive to the Power Authori-
ty's neec.ls. Our commitment to placing the Proj eat r1anagement
Team in Anchorage is indicative of our intent to be fully re-
sponsive to the Power Authority.
B-17
We are confident that our approach to the Project, and the,
subsequent work plan developed, will lead the Susitna Project to
successful completion.
,,
; )
B-18
C(A) PERSONNEL
One o£ t.he benefits of the Harza-Ebasco Joint Venture is
the substantial personnel resources available to the Project
Manager. Harza-Ebasco jointly employs approximately 5,500 tech-
nical personnel; the requested break-=out o£ the people is pro-
vided later in this section. An indication of·our resources is
that, in addition to'-identifying the spe;~ific individuals pro-
posed for all key project positions, one o£.more candidates for
eve:r:y anticipated project team assignmcent has been identified.
Resumes for all project personnel are provided at the end of
this section categorized as follows:
• Project. Management Staff
Project Manager
Engineering Operations ~-1anager
Principal Design Office Manager
Project Control Manager
Environmental and Regulatory Programs Manager
• Engineering Operations
•
Anchorage Office Engineering
Anchorage Office Geotechnical Programs
Non-Technical Project Fea.tures
Bell~vue Office Engineering
Project Control OP.er~tions
Anchorage Office Staff
Bellevue Office Staff
• Regulatory ~ Environmental Programs
FERC Licensing
Permits .. -.....
Lead Scientists
Bellevue Office Support
1. Senior level project positions aommitted to the
project by Harza-.Ebasco include:
C(A)-1
(a) Alaska representative responsible for the
project:
(b)
(c)
Ramon s. LaRusso
Project Manager
Home office representatives responsible for ·the
project:
Dwight L. Glasscock
Vice President and Member~
Board of Directors
Harza Engineering Company
150 s. Wa.cker Drive
Chicago, Illinois 60606
(312) 855-7000
Other key personnel:
i. In Alaska:
Carl F. ~fuitehead
Seni:or Vice President
Ebasco Services Inc.
2 Wor~d Trake Center
New York, N~Y. 10048
(212) 839-2400
Engineering Operations Manager -Arvids
Zagars
Project Control Manager -l'-1arty Soniker
Regulatory & Environ. Programs Mgr .. -Gary
Lawley
ii. In Bellevue., Washington:
Principal Design Of:Fice Hanager -Donn
Ruotolo
(d) Specific experience and qualification with
respect to similar work on a comparable project:
(e)
Table CA-l provides the requested matrix of key
personnel and work experience on similar
projects.
Listing of engineers registered in Alaska as well
as a plan for requesting key personnel not cur-
rently registered in Alaska:
Table CA-2 provides a list of engineers proposed
for assignment to the project who are registered
in Alaska. The following key personnel, not
cu:r.·rently registered in Alaska, are registered
for the University of Washington Cold Regions
C(A)-2
2.
•
Engineering Short Course, fall session, which
will provide them with an Ala~ka PE License at
the start of contract work.
Ramon LaRusso
Donn Ruotolo
Nick Hernandez
Arvids Zagars
In addition, Harza-Ebasco has tentatively ar-
ranged for the above course to be given in the
Joint v-enture office to the to the project tech-
nical staff •. This represents a four day course,
with examination on the fifth day, g;ven by staff
members from the University o£ Alaska, the Uni-
versity of Washington, and the State University
of New York. Harza-Ebasco inten6.s to ~xecute
this training program as soon as is practicable
after notice of the Power Authorityis intent to
negotiate a contract with Harza-Ebasco.
A~vailability and capability of additional competent
regular employees of the firm.
Tables CA-3 thru CA-5 proviue the requested break-outs
of professional engineers by engineering discipline,
experience category, and location for each company and
for the Joint Venture Project Team. The experience
categories shown are compatible with those p:cesently
in use and are in accordance with the Survev ,1 of Engi-
neering Salaries, D. Dietrich & Associates.
As stated earlier, a significant benefit offered by
Harza-Ebasco is tne large pool of professional talent
available to the Project Manager to satisfy short term
project personnel needs. The Project Manager reports
directly to the Joint Venture Management Committee (as
described in the Joint Venture Agreement) t-1hich is
made up of one representative from the executive ma-
nagement staff of each parent company. Therefore, the
Project Manager has direct access to the highest ma-
nagement levels of each company, if necessary, to
receive additional prpject support. Both companies
have demonstrated their abilities to assign signi-
ficant additional manpower to a project on a short
term basis in an ef'fecti ve manner. Furthermore, the
forecasted peak project staff in Bellevue provided in
Organizat:: .. on (B), when compared ·with the staff already
in Bellevue, will represent only 30% of the total
office staff. This :means tha:., ·for every one person
working directly on Su8itna in Bellevue, there will
exist two other people in Bellevue that could be made
available to the project on a short term basis.
C(A)-3
Table C(A) • 1 Exparience Matrix . •\ ~
LLI >
:Ill: w fl) .... -ct ...IW a: PERSONNEL > w...1 llll:: a: ct..Ja:a::, ~ Wllll::a:: W W >...l~ct
z ~ ~<ct<W->cc>_.: = ~ ..Jw~~ct-<~UZ ~ e> 1-ct-'-'a:a>w'-"z"'""wa::::>co PROJECT Uz~z~~Oliii::G:>WZ~:~z~ -~=ct-~_.~a::u>o~=~~~rnct a::a::~=Q~-a::ctuzoa:: <~~w ""-~ ~ctctW:==<a:w...lctctOctct_.=~: ~~=~~fna:~~=>rnllll::~~~rn~rn
PROJECT MANAGEMENT
MANAGEMENT TEAM
R. S. LA RUSSO • • • • • • A. ZAGARS • • • • M.SONIKER • • • G. G. LAWLEY • • PUBLIC PARTICIPATION
W. D. KITIO • • • TRANSITION TEAM
R. L MEAGHER Itt ·-• • • • • • J. EHASZ • • • • • • • • • • • S. 0. SIMMONS • • • • • • • 0 • ENGJ~EERING OPERATIONS
PROJECT STUDIES AND DESIGN
N.M.HERNANOEZ • • • GEOTECHNICAL EXPLORATION
N. R. TILFORD • • • • • • M.S. TEfr':CHlN • • • P.S.FOiW • • ~;. • R. E. HEDGECOCK • • 0
G. D. JOHNSON • • • • R. A. PAIGE • BELLEVUE OFFICE ENGINEERING
D. RUOTOLO • • • • • • • • B. C. ACKER • • • • • C. D. CRADDOCK • J. STRAUB ERGS • • • • • • • H. W. COLEMAN • • • • • R. S. BURKHART • • • J. J. GUINN • • • R. VINE • NON--TECHNICAL PROJECT FEATURES
W. R. TURNER
M.P. FINNEGAN
J. A. COOK
R. K. CARTER 1
D. M. JEZEK • PROJECT CONTROL
J. E. CANEPARI • A.O.MCDERMOTT • J. L. BECKMAN • ENVIRONMENTAL AND REGULATORY
ENVIRONMENTAL STUDIES
J.P. ROBINSON • • • • • W. J. WILSON • • • J.A. MARX • J. R. BIZER • • • BELLEVUE ENVIRONMENTAL SUPPORT
R. V. UENSMORE • J. A •. RICHARDSON • D. L. BEYER • • • • • R. L. FAIRBANKS • • • A. K. SUTfLE • ••• • • • C. E. LAWSON • .~ • E. S. GUNNINGHAM \-• • ~-~ • B.K.LEE • • • • • • W. HUTCHINSON • • •
C{A)-4
Table CA-2
ALA.SKA REGISTRATION
j\
lj
/! Nam ',, .. e ~------~~----------------
R.S. Burkhart
'.)
D.K. Smith
J. Straubergs
N.R. Tildford
J.M. England (Harding-Lawson)
D.C. Miller (Harding-Lc:twson)
A. Mahmood {EBA) -R.A. Kreig (Kreig & Assoc.)
w. R., Turner (FMAA)
M .• P. ·Finnegan (Fl-1AA)
Project Position
Lead Mechanical Engin.eer
Internal Review Board
Hydraulic Machinery Specialist
Lead Civil/Structural Engineer
Manager, Geotechnical Exploration
Program
Progra~ Director for Harding-Lawson
Cold Regions Specialist
Alaska Manager for EBA
Photointerpretation Manager
Manager, Non-Technical Project
Features
Project Control Specialist
C(A)-5
• Table CA-3
HARZA-EBASCO PROFESSIONAL STAFF
BY DISCIPLINES
Discipline
Architects, Landscape Architects
Civil Engineers
Communications, Computer Control,
Instrumentation
Computer Specialists & Technicians
Construction
Cost Control & Financial Analysis
Designers/Draftsmen
Ecologists/Environmental Scientists
Economists/Socioe~onomists
Electrical Engineers
Estimators
Expediting
Geologists
Hydraulic Engineers
Hydroelectric Engineers
Hydrogeologists
Hydrologists
Mecl',i.anica.l Engineers
Modeling
Planners, Urban/Regional
Purchasing Specialists
Roch Mechanics & Tunnel Technicians
Sanitary Engineers
Soils Engineers
Specifications Wri-ters/Vendor
Quality Assurance
Structural Engineers
Surveyors
Transmission, Substation & Distri-
bution Engineers
Miscellclrteous Technical Staff
TOTALS
C(A)-6
Joint Venture
Harza Ebasco' Total Project Team
{At Peak)
7
45
5
13
54
7
114
17
5
19
4
22
18
103
3
21
34 -
22
2
5
18
32
4
33
1
26
9
643
2
163
174
788
269
1051
155
10
161
86
60
26
15
40
6
4
450
34
15
151 -
5
15
305
255
25
555
4820
9
208
179
13
842
276
1165
172
15
180
90
60
48 .
33
143
9
25
484
34
37
153
5
23
47
1
3
2
2
6
6
7
8
2
7
2
1
3
3
2
Part Time
1
8
1
2
5
Short Term
8
5 309
288
1
7
Short Term
51
564
5463
5
103
I
•
.)
Table CA--4
HARZA-EBAS~O PROFESSIONAL STAFF
BY EXPERIENCE CATEGORY
Position Har.za Ebasco Total
Engineering I 14 256 270
' I"
Engineering II 30 420 450
Engineering III 54 492 546
E,ngineering IV 60 641 701
Engineering v 94 781 875
Engineering VI 131 588 719
Engineering VII 116 492 6C8
Engineering VIII 22 155 177
Senior Designer 208 208
Designer 256 256
Drafting Level I 3 3
Drafting Level II 13 107 120
Draft.itlg Level III 48 120 168
Draftirla
'" Level IV 1 ...
.". 304 317
Mis.cellane,ous
Technical Staff 45 45
643 4820 5463
_,...."~ ---~------
Cat.egor:i.~s described ~n §llrvey of ~ngineering Salaries 1 D.
Diet.r).ch .0-ssociates 1 :t.nc.
C(A)-7
~ 'E:rn r Ul ~~~2 l.'"~ "A·V..· """ • Iii ~~-·~
t.i! l'fB ,,
g'E !G= lil iQ;
~
'
•
Table CA-5
H'ARZA-EBASCO PROFESSIONAL ST.P....FF
BY LOCATION
Joint Venture
Location Harza Ebasco P.r:oject Team
New York 3400 3400
Chicago 480 5 485
Bellevue 112 112
Atlanta 320 320
Houston, 82 82
' '' ...
Newport t\\each 113 113
' \' .,
Field** // 163 788 951 --
TOT1\L 643 4820 5463
* Projected.
ff* Includes project offices, construction sites, and minor
offices.
C{A)-8
r::
~
() -)I -l
\0
P!-'oject Position
Section c -PeJ:sohnel (A)
ASSIGNMENT OF HARZA-EBASCO JOINT
VEtJTURB PERSONNEL TO THE
SUSITNA HYDROELECTRIC PROJECT
Individual Assigned
Work
Location
I. Jo.tnt Venture Technical Operations
Project Management Staff
Project Manager
Engineering Operations
Manager
Project Control
Manager
Environmental & Regula-
tGry Programs Manager
Public Information Pru-
gram Manager
Engineering Operations
Project Studies & Design
Manager
R. s. La Russo Anchor~ge
A. Zagars Anchorage
H. Soniker Anc!'l'.>rage
G. G. Lawley Jlnchorage
W.D. Kitto Anchorage
N.M. Hernandez Anchorage
Geotechnical Expll.lration
Program N.R. Tilford, Managt:r Anchorage
Instrumentation &
Testing
M.s. Temchin, Lead Anchorage
R.K. Dodds Anchorage
i-,1
. ' o·~,'r'R~~~·
MtNt'tbtGSME'Ni.i"
~~-·;:-. ··.-.·~il\w~.; .,., ~W::,I;ir.\-~,~~ .... ~,..
ft!~ .... , ........ -:ir.: ,,.,_
Parent
Company
Harza
Harz a
Ebasco
Ebasco
Ebasco
Harz a
Ebasco
Ebasco
Foundati::>n
.
Sciences Inc.
!I ,, •
()
~ssignment
1/83 -7/94
1/83 -1/88
1/83 -7/94
4/83 -'l/92
1/83 -1/86
1/83 -l/ft4
1/83 -1/85
1/83 -1/85
1/83 -1/85
(-:, ·:,r·~
() -~ -I ....
0
• ~ ... ·
Project Position
(cant 1{d)
Individual Assigned
Cold Regions Specialist D.L. Miller
Soils Exploration
and Testing
Field Geotechnical
Engineer
Program Director
Program Manager
Field Ma.nager
Drilling Superintendent
Laboratory Director
Anchorage Laboratory
Roclc' In-Situ Tests
Senior Rock ~1echanics
Specialist
Field Geologist
Rock Drilling & Test
Grouting
Field Geologist
Supporting Exploration
Services
Geologic Mapping
Senior Field
Geologist
Field Geologist
P • .S .. Ford, Lead
L.G. Emerson
A.P. Wulff
J .. M ..
R.W.
S.A.
D.N.
:L.E.
J.D.
Enqland
Christensen
Johnson
Spansgle
Lewis
Hobbs
R.E. Hedgecock, Lead
R. K. Dodols u.s. Kelsay
F.S. Shut:i
A.H. Stukey
G.D. Johnson, Lead
D.A. Frey
R.A. Paige
F.G. Snider
A.H ... Stukey
N.B. Holst
•
Work
Location
Anchorage
Anchorage
Anchornge
Anchorage
Anchorage
Anchorage
Anchorage
Anchorage
Novato, Ca.
An.('~horage
Anchorage
Anchorage
.Anchorage
Anchorage
Anchorage
Anchorage
Anchorage
Anchorage
Anchorage
Anchorage
Anchorage
Parent
Company
Hardling-.Lawson
Harza
Harz a
liar2:a
Harding-Lawson
Harding-Lawson
Harding-Lawson
Harding-Lawson
Harding-Lawson
Harding-Lawson
Eba1sco
Foundation Sciences Inc.
Foundation Sciences Inc.
.Foundation Sciences Inc ..
Harz a
Ebasco
Harz a
Harz a
Ebasco
Harz a
Harza
., .... -.;Iii·~
M~N~S-MENT ass-..e•
•
(i
Assignment
1/83 -l/85
1/83 -7/85
1/83 -1/85
1/83 -1/85
1/83 -1/85
1/83 -1/85
1/83 -l/85
1/83 -l/85
2;a3 -11as
2/83 -l/85
1/83 -1/85
1/83 -1/85
1/83 -1/85
1/83 -1/85
1/83 -1/85
1/83 , .. l/85
1/83 -1/85
1/83 -1/85
1/83 -l/85
l/83 -1/.85
1/83 -1/85
_,
•)
'
0 -~ -I ..... .....
,.
~ ··"""
Project Position Individual Assigneq
(cont'd)
Surface Geophysical and E.~·l. Scarlett
Down-hole Surveys J.s. Nelson
Groundwater
Non-Technical Project
Features Management
Project Control
Costs
Project Planning
Logistics
Bellevue Office
Eng ineer.ing
Geologist
Senior Geologist
Geotechnical
Z.A. Saleem
R.P. Kewer
W.R. TUrner, Manager
M.P.
J.A.
R.K.
D.M.
D.
~.A. R.P.
Finneg~n
Cook
carter
J'ezek
Ruotolo, Manager
Acker, Lead
Kewer
Engineer C.D. Craddockr Lead
Senior Geotechnical
Engineer K.L. Wong
Senior Rock Mechanics H.H. Mac Pherson
Engineer
Senior Engineer -M. Pavone
Dam Design
Senior Engineer -P.K. Liu
Custin Geotechnical Engineer A.
Civil/Structural
Engineer
Senior Engineer -
Design Analysis
Senior Engineer -
Structural Steel
Principal Engineer -
Analysis/Design
J. Straubergs, Lead
G.C. Antonopoulos
M. Akagi
S.N. Goyal
~QJ;f&:i~~~~
Ai&SUM&S
Work
Location
Anchorage
Anchorage
Anchorage
Anchorage
Anchorage
Anchorage
Anchorage
Anchorage
Anchorage
Bellevue
Bellevue
Bellevue
Bellevue
Bellevue
Bellevue
Bellevue
Bellevue
Bellevue
Bellevue
Bellevue
Bellevue
Bellevue
Parent
Companl
Ebasco
Harding-Lawson
Ebasco
Harz a
Moo lin
Moo lin
Moo lin
Moolin
Moolin
Ebasco
Harza
Harz a
Harz a
Harz a
Harza
Ebasco
Ebasco
Ebasco
Ebasco
Harz a
Harz a
Ebasco
~ssignmertt
1/83 -1/85
1/83 -1/85
1/83 -l/85
1/83 -1/88
1/83 -1/88
1/83 -1/83
1/83 -1/84
1/83 -1/85
1/83 ..... 6/89
1/83 -6/85
3/83 -6/87
6/83 -6/87
9/83 -1/87
6/83 -6/87
9/83 ~·· 1/87
3/83 -1/85
1/83 -1/89
6/83 -3/89
1/84 -1/87
1/84 -1/89
• , t--.~"'1(.'1'1~
Prokgt Position
(cont'd)
Principal Engineer -
Analysis/Design
Hydraulic Engineer
Senior Eri·9 ineer -
Hydraulics
Hechanical
~ngi.neer
Gates and Hoists
Sp~cialist
Hydraulic Machinery
Electrical
Engineer
Sen.:tor Engineer
Systems Engineer n Power Sys terns -!J:I Engineer -I
1-' Support Services N
Enqineer
Specifications
Specialist
Project ~:col
Lead Cost/Schedule Con-
trol Engineer
Project Estimator
Services Cost Engineer
Cost/Schedole Control
Engineer
Accountant
Lead Cost/Schedule Con-
Engineer for Field and
Non-Technical Services
•
Work
Individual Assigned Location -
G. E. Ellis Bellevue
H.w. Coleman, Lead Bellevue
G.J. Gernperline Bellevue
R.S. Burkhart, Lead Bellevue
u. Vitals
D.K. Smith
.J .J. Quinn, Lead
D.'tl. Undevia
G. Scheel
E.c. Foszcz
JoF~ Szablya
R. Vine, Lead
R.B. Styles
J .E. Canepari
A.O. McDermott --
(Local Hire)
J.L. Beckman
Bellevue
Bellevue
Bellevue
Bellevue
Bellevue
Bellevue
Bellevue
Bellevue
Bellevue
Bellevue
Bellevue
Bellevue
Bellevue
Anchorage
Anchorage
\'ff,-r .. ,.~~-•·
MANA:fS&MEN'T
R'.EttJMES
Y!UIJIII
•
Parent
.company f\S?ignment
Harz a 1/84 -3/89
Harza 3/83 -1/86
Harz a 6/83 -1/86
Harz a 6/83 -1/89
Harz a 1/84 -1/85
Harz a 6/83 -6/85
Harza 9/83 -1/89
Harz a 1/84 -6/86
Harza 9/83 -1/87
Harz a 1/84 -6/86
Ebasco 3/83 -1/85
Ebasco 6/83 -1/89
Harz a 1/84 -6/89
Ebasco 1/83 -1/90
Harz a l/83 -1/92 -1/83 -1/93 -1/83 -1/87
7/83 -1/90
-1/83 -3/92
Ebasco 1/83 -1/91
0 ........
~ -l
1-' w
~~:.;..··-
•
Work
Prgject Position Individual Asf:i!gped Location
(cont'd)
Non-Technical Services
Cost/Sc,hedule Control {Local Hire)
Engineer
Lead Contract Administra-(Local Hire)
tor
Contract .Administrator (Local Hire)
Project Coordinator (Local Hire)
Environmental and Regulatory Programs
FERC License Support
Manager J.P. Robinson
Agency Liaison Manager W.J. Wilson
Permits Coordinator J.A. Marx
Aquatic Ecology J .R. Bizer
Terrestrial Ecology R.V. Densmore
Resources Planning J .A. Richardson
Bellevue Environmental
Support
Fisheries D.L .. Beyer
Wildlife R.L. Fairbanks
Recreation, Aesthetic,.
& Cultural Resources
Land Use
Socioeconomics
Water Resources
Soils & Geology
Project Economics &
Alternatives
R.K. Suttle
C.E. Lawson
E.S. Cunningham
B.K. Lee·
R.C. Acker
w. Hutchinson
\~~ft!!!W.WI!I$1 ,::;, c
ftiE$VM~$. :.:~: 0
.
Anchorage
Anchorage
Anchorage
Anchorage
Anchorage
Anchorage
Anchorage
Anchorage
Anchorage
Anchorage
Bellevue
Bellevue
Bellevue
Bellevue
Bell•~vue
Bell1avue
Bel1evu~
Bellevue
l"'HW~J;;T
MANAGEMENT
RiS~l!S
•
Parent
Cpmpan~ !\Ji,Eiignmen t
-1/83 -1/86
-.1/83 -1/89
-1/83 -1/86
-1/83 -1/89
Harza 4/83 -1/85
AEIDC 4/83 -1/65
t-toolin 4/83 -1/85
Harz a 4/83 -1/92
Ebasco 4/83 -1/85
Orth 4/83 -l/92
Ebasco 4/83 -1/85
Ebasco 4/83 -1/85
Harz a 4/83 -1/85
Ebasce: 4/83 -1/85
Ebasca 4/83 -1/05
R.Rrza 4/83 -l/92
~~arza 4/83 -1/85
Ebasco 4/83 -1/85
. ()
0 -~ -I
1:-' .::..
~ject Position Individual Assigne~
(cont'd)
II. Co~rate Executive support and Eenior Level Review
Joint Venture Management D.L. Glasscock Committee (Chairman)
C.F. Whitehead
Internal Review Board
Geology E .. E •. Komie Geotechnical J.L. Ehasz Civil G.A. Kanakaris Electrical L. Eilau l.Jechanical J.M. Horn Hydraulics n.s. wuie Constructability D .. J. Duck Environmental J.H. 'lbrall Licensing -Engineering R.L. Meagher Licensing -Environmental s.o. Simmons
Transition Team
Planning Engineering
Civil and Geotechnical
R.L. Meagher
J.L. Ehasz
Licensing and Environmental s.o. Simmons
Value Engineering
ijydroelectric Projects
Ele'(jt:rical Design
Mechanical Design
Architecture
Civil Design
W.T. Bristow
J.t.E. Schuchard
G.H. Post
E.R.
J.R.
Paul
Fotheringham
"""~fir~~'· . filiE$QM&s
.,
Work
Location
Chicago
New York
Chicago
Ne\1/ York
.New York
ChJ.C;Jgo
New York
Chicago
Chicago
Chicago
Chicago
Bellevue
Anchorage
Anchorage
Anchorage
Parent
Company
Harz a
Ebasco
Harz a
Ebasco
Ebasco
Harz a
Ebasco
Harz a
Harza
llarza
Harz a
Ebasco
Harz a
Ebasco
Ebasco
Harz a
Harz a
Harz a
Harz a
Ebasco
. ·r~:ttr"~"''~ f4AN~GfiMSNf
a:&$ tiM IS
Assisnment
1/83 -1/84
1/83 -1/84
1/83 -1/84
0 -~ -I
1-'
01
?reject Position Individual Position
(cont'd)
III Sub-Contractors and Consultants --
.~ Engineering Consultants, Ltd ..
Principal Consultant D.W .. Hayley
Senior Project Engineer w.o. Roggen sack
Principal Consultant C.T., Hwang
Engineering Geologist K.O. Stangl
Manager, Alaska A. Mahmood
R. ~· Kreig !. Associates, Inc.
Photo interpretation
~IRI-/H&N
Consultants
General Dam Design
Rock Mechanics
Cold Regions
Constructability
Cold Reg ions
Geotechnical Engineering
Arctic Engineering
Dynamic Analrsis
R.A. Kreig
R.B. Peck
A.J. Hendron
R.W. Martin
E. Lobacz
W.G. Nelson
M.L. Silver
lf.RUiafltUUIU!RC --.,_.. ,._,.,~~:m.~;Q~~~-
RillllJM~~
. •,.
Wot'k
Location
Edmonton,
Alberta
Edmonton,
Alberta
Edmonton 1
Alberta
Edmonton,
Alberta
Anchorage
Anchorage
;f!f.IWUJ:U:r
M~NA\OGII~T
. •
~'
~~\
..
~ ,,~:
0 ......
~ __,
• i-'
0\
Project Position
(cont'd)
Ins trumenta ticm
Seismic Review
Aesthetic Resources
l.'i •.... ,.
\~ "-~:..::··~, ,J
Individual Position
J. D"unnicliff c. Allen
R.F .. Scheele
IV ~ Office Support
Coordinator of Geotechnical
Analyses D.E. Kleiner
Static and Dynamic
Specialist
Analysis of Dam
Seepage Analysis
Finite Element Analysis
Coordinator of Hydraulic
Analyses
Spillways
Power Tunnel
River Studies
Communi{::ations
Turbines
Systems Studies
Seismology
Seismology
Power Systems
P.P. Martin
R.D. Huang
C.Y,. Wei
C.H. Yeh
F .G. De Fazio
C.Y. Lin
T.H. Hsu
J.E. Lindell
R.L. Kuntzendorf
R.W. Fazalare
P.J. Donalek u. Chandra
J.J .. Healey
R.S. Meredith
Work
I~ocation
!Parent
: ~::!ompany
Chicago
Chicago
Chicago
Chicago
Chicago
Chicago
Chicago
Chicago
Chicago
Chicago
Chicago
Chicago
Greensburg,
NC
New York
Ne~~ York
'rt.tW~C:~'I'
,pt~A/NAG$M8Nt:
. RESUME·S
Harz a
Harz a
Harza
Harz a
Harz a
Harz a
Harz-a
Harz a
.Harz a
Harz a
flarza
Harz a
Ebasco
Ebasco
Ebasco
• ))
~--=
••
•
ASSIGNMENT OF HARZA-EBASCO JOINT
VENTURE PERSONNEL TO THE
SUSITNA HYDROELECTRIC PROJECT
Project Management Staff
Project Position
Project Manager
Engineering Operations
Manager
Project Control
t'lanager
Environmental & Reaula-..,
tory Programs Manager
Public Information Pro-
gram Manager
Joint Venture Management
Committee
1/ Internal Review Board-
Geology
Geotechnical
Civil
Electrical
Mechanical
Hydraulics
Constructability
Environmental
Licensing -Engineering
Licensing -Environmental
. 1/ Transi t~on Team-
Planning Engineering
Civil and Geotechnical
Licensing and Environmental
Rl:iSUMES.
Individual Assigned
R.S. La Russo
A. Zagars
!vlo Soniker
G .. G. Lawley
W.De Kitto
D.L. Glasscock
(Chairman)
C.F. Whitehead
E.E. Komie
J.L. Ehasz
G.A. Kanakaris
L. Eilau
J.M. Horn
D. s. Louie
D.J. Duck
J.H. Thrall
R.L. Meagher
S. 0. Simi'Ttons
R .. L. Meagher
J. L. Eha~sz
s.o. Simmons
y Resumes are presented in alphabetical order ..
lvork Location -
Anchorage
Anchorage
Anchorage
Anchorage
Anchorage
Chicago
New· York
Chicago
New York
New York
Chicago
New York
Chicago
Chicago
Chicago
Chicago
Bellevue
Anchorage
Anchorage
Anchorage
f \ .
. J~-~--._--
• .PROJECT MANAGEMENT
STAFF
i
. i
' ;
i
i
I
I
l (>
l .
Cl)
2CI) ow -:E t-:::l <CCi) a:w Wa: 0..
0
" .J
•
•
Job Title:
Work Location:
Education:
Professional
Registratj,,c.:;;is:
Parent Company:
RAMON S. LA RUSSO
Project Manager
Anchorage
Doctor of Philosophy in Civil Engineering
1967, University of Not.ce Dame, Indiana
Master of Science in Civil Engineering
1965: University of Notre Dame, Indiana
Bachelor of Science in Civil Engineering
1953, University of Illinois, Urbana,
Illinois
Illinois, Indiana, Ohio and Wisconsin
Harza Engineering Company
Experience and Qualifications Relevant to the Susitna Project:
April 1979: Elected to Board of Directors, Harza Engineering
Company
February 19 7 6 : Vice Presidt:!nt, Harza Engineering Company ___....
~uly 1972: Associate, Harza Engineering Company
-~
September 1980 to Present: Chief, Coordination Management Group
Shares responsibility for corporate business development and
project management programst corporate representative on
selected projects. Principttl current projects it~cl ude the
following:
• Rochester, Hew York~ Combined Sewer Overflow Abatement
(1981-present). Principal Engineer for final planning,
design, estimates, schedules, documents, and resident
services during construction of 2~,000 feet of 12 and 14
foot diameter sewer tu.nnel; 30 shaft structures 6 to 14
foot depth in overburden, sandstones, and shales;
gateworks, ancillary gtructures. Estimated construction
cost, $100 million.
• Tunnel and Reservoir Plan (TARP) Chicago, Ill. (1971 to
present). Principal Engineer for Planning Enviro!~lehtal
.Reports and testimonyJ Financing Reports, design,
estimates, schedule, documents, resident services during
construction, start-up and o ~ M Manual for 40 miles of
sewer tunn~l, 15 to 35 foot diameterr 75 shaft structures
( FAMON S. LA RUSSO
Project Manager
--2-
5-30 foot diameter to 3.00 foot depth thru overburden and
limes·tone; underground 8-unit pumping ~.tation, 380 ft.
head, 2030 cfs, gate and valve walls, ancillary structures.
Construction cost $750 milliona
• Commonwealth Edison Company Wastewater Treatment Plants,
Illinois (1973-1978). Principal Engineer for 'Environmental
Report, regulations interpretation, permit·s, design,
estimates, schedules, documents, assistance during
construction, start-up, o & M Ma!lUals for treatment process
facilities for th:r;ee fossil fuel and two nuclear electric
power generating stations. Tanks, ponds, pumps, piping,
and ancillary facilities. Construction cost $80 million.
March 1975 to Septeml::.·er 1980: Head, Urban and Environmental
Engineering Branch. Administratively and technically
responsible for the conduct of all the planning, de.sign and
construction surve:tllance activities of. the firm related to
Environmental Engineering. Projects involved municipal and
inaustrial water and wastewater conveyance and treatment,
transportation and underground structures, air pollution
control, solid waste disposal and resource recovery. Provided
direction of projects through Division and Department Heads and
Project Engineers.
Project Director or Branch Head for the following assignments:
e Ohio-Kentuclcy-Indiana Water. Quality Management ( "208 u)
Plane
• Design of a Wastewat~er Tt:eatment Plant and Solid wast~
Incinerator for Saudi Arabia's Jeddah International
Airport.
• Process and final design and construdtion surveillance of 6
waetewater treatment plants for Commonwealth Edison
Company's power stations.
•
•
Final planning of Chicago's Tunnel and Reservoir Plan
(total system). Design and construction supervisor for the
Mainstream System part of the project.
Planning and final design of a joint municipal-industrial
treatment plant for the city of Oconto Falls, Wisconsin,
and scott Pap~r company.
RAMON S. LA RUSSO
Project Manager
-3-
• Design and :.."eview of shop drawings for Chicago 1 s Nashville
Avenue Sewer Tunnel.
• Downers ~rove sludge disposal studye
• Tilden mine tailings wastewater treatment plant for
Cleveland-Cliffs Mining Company.
• Sludge disposal study for Rockford Sanitary District.
• Study of diversion of Lake Michigan water .for the Illinois
Department of Water Resources, including provision of
expert testimony.
June 1973 to March 1975: Head, Urban DrainagE=~ Projects
Division. Principal duties included administration and
techni~al direction of engineers and draftsmen engaged in design
of a varie·ty of projects associated with the control of urban
storm runoff. Project aspects involved conv'c.~ntional and tunnel
sewers, reservoirs, pumping stations, and sewage treatment
facilities.
August 1971 to June 1973: Head, Sanitary Engineering Division.
Principal responsibilities in this position included the
administration and technical direction of engineers of the
Division en9a,ged in a variety of sanitary engineering projects.
Examples of pl:'·:ljects are: Preparation of a regional sewerage
system master plan for seven counties in Southeastern Wisconsin
including the cities of Milwaukee, Kenosha, and Racine; design
and preparation of plans and specifications for construction of
phosphorus removal facilities and trickling filter plant
expansion for Oconto Falls, Wisconsin; treatability study and
preliminary engineering report for joint municipal--industrial
treatment facility for Scott Paper Company and City of Oconto
Falls; preparation of the feasibility report and preliminary
1_:'tan for a 150 mgd water treatment plant for Kingston, Jamaica;.
px·eliminary design of a sanitary landfill for the City of
Rockford, Illinois; determination of the effect of effluent
discharge from the City of Madison, Wisconsin • s S~wage Treatment.
Plant on the water quality of Badfish Creek; investigation of ·
·the feasibility of blending industrial liquid waste streams of
the Campbell Soup Company, Chicago, to control temperature, pH,
and hexane soluble concentrations~
I'-1arch 1971 to August 1971: Assistant Project Director and then
Pr.;:.,Ject Director. Two major assignments were the Ch.icagoland
Flood and Pollution Cont.rol Program and the Tunnel and Reservoi::c; .
RAMON S .. LA RUSSO
Project .Manager
-4-
Plan. Clients were the Metropolitan Sanitarv District of
Greater Chicago and the Department of Public Works, City of
Chicago. Work involved participation with a team of consultants
and public agency engineering staffs engaged in plan preparation
of a tunn(~l and underground storage network to capture and treat
combined sewer wet-weather discharges. Participated in public
information ~neetings. Project construction costs were estimated
to total $.l,300 ,000 (1972 base). Also, Project Director for a
variety of municipal and industrial wastewater treatment
projects.
October 1970 to Marc'h 1971~ Harza Engineering Company·, Chicago,
Illinois. Assistant-to Richard D. Harza, Vice-President ..
Rejoined the firm.
August 1968 ~ October 1970: Clyde E. Williams and Associates,
Inc., South Bend 1 Indiana. Director of Engineering and Member,
Board of Directors. Responsibilities in this position \'/ere
management and technical supe:=rvision of all field and office
forces engaged in a wide variety of projects in the disciplines
of wate.r resources, environmental, sanitary, and municipal
engineering. Professional engineers involve.d in these
activities numbered approximately thirty, with additional
complements of inspectors, construction supervisors, draftsmen,
and technicians. Typical projects were water and wastewater
systems, urban drainage systems, dams and reservoirs, spscial
foundations, airfields, air-borne lake and stream pollution.
monitoring, and urban renewal. Principal projec·ts included
preparation of the survey report on Flood Control and
Recreational Development of the Little Calumet River, Northern
Illinois and Indiana, for the u.s. Corps of Engineers, Chicago
Districti design of deep foundations subject to impact loading
for the C-SA Aircraft Landing Gear Drop Test Facility, for
Bendix corporationi preparation of the Master Plan for Storm
Water Drainage for St. Elmwood, Paoli, Butler, Bourbon and
Borden, Indiana; preparation of reports and design of a series
of water supply and recreational dam and reservoir projects for
the Soil Conservation S~rvice, u.s. Department of Agriculture;
preparation of sewerage plan for LaPorte, Indiana; design of
phosphorus removal facilities utilizing alum, :ferric chloride,
and l.:).me treatment for several municipal sewage treatment plants
in the Lake Michigan watershed; design of several activated
sludge sewage treatment plants for Lawrence, Indiana and New
Buffalo, Buchanan and Sturgis, Michigan; water and wastewater-
projects for Carmel, Corydon, Lakeville, North Liberty and Argos
in Indiana and Constantine and Three Oaks in ~ichigan; provision
of expert testimony to the Indiana Public Service Commission
concerning municipal water utility ra·te cases.
• RAMON S" LA RUSSO
Project Manager
-5-
Sep-tember 1963 to Auqust 1968: University of Notre Dame, Notre
Dame, Indiana. Instruction \1964-1966) and Assistant Professor
(1967-1968), Department of Civil Engineering· (held full time
faculty position while working toward advanced.· degrees)"
Responsibilities in this position included the teaching of
senior and graduate courses in Soil Mechanics and Foundation
Engineering, w·ater Resources Engineering, Advanced Engineering
Mathematics, and Computer Technology. Served as principal
adviser on four research theses involving soil dynamics,
groundwater seepage through rock, reservoir systems, computer
analysis, and footing behavior. Participated as a member of the
review panel for theses in Sanitary Engineering involving
physical-chemical aspects of treatment.
September 1960 t() Septemb~r 1963: Harza Engineering <;!ompany,
Chicago! Illinois. Assistant Head, Soil Mechanics and
Foundation Engineering Department. Responsibilities in this
p-:>sition involved supervision of the activities of personnel
engaged in numerous soils, foundations, and geology projects .. ·
Department personnel numbered between 20 and 40, depending on
work load. Principal projects which were developed in this
capacity were Guri Dam, Venezuela; Angat Dam, Philippine
Islands; Mossyrock Dam, State of Washington; Mangla Dam,
Pakistan; and Mayfield Dam, Washington.. These projects involved
all phases of development from planning, testing, and
exploration to completion of construction.
June 1958 ~o September 19~Q: ~riffin Wellpoint ·corporation, New
York, New Yorke Engineer for construction site dewatering
subcontractor assignments. Activities involved initial field
testing and analysis, bld preparation, system installation in.
the field, and field supervision. Principal projects were the
Syracuse, New York, wastewater treatment plant and the Campbell
Steam Generation Plant, Muskegon 11 Michigan. The latter project
involved the first installati(Jn of deep eductor well points at a
major construction site.
December 1955 to June 1958: Harza Engineering Company, Chicago,
Iliinois. EngTrieer. Soil Mechanics and Foundation Engineering
Department. Responsibilities included both field and office
work at the following projects:
• Derbendi Khan~~ Iraq (1956 6 1957), (440 foot high
rockfill with central clay core); layout, excavation
des,ign, foundation surface treatment, grouting program,
embankment design, earthwork and grouting estimates and
specifications, tunnel specifications.
RAMON S. LA RUSSO
Project Manager
~6-
• Priest Rapids, Columbia River, Washington (1956-1967), (110
foot high central impervious core with g:r:anular ,shells);
layout, excavation design, embankment ,design, abutment
seepage analysis, earthwork estimates and specifications:
followed by resident field assignment during construction
as Principal Earthwork Engineer, in-c11arge of embankment
construction inspection force of ten to fifteen and also
in-charge of detailed design phase exploration drilling
program with additional 6 man field logging crew.
• Fe'llows J...~ake Dam, Spring~''ield, Missouri (1957-58), Field
Grouting Program Supervisor -(130 foot high homogeneous
earth dam, water supply, designed by others than Harza); In
chcrge of emergency grouting program to stop 'excessive
le~kage through creviced limestone foundation which
threatened integrity of the structure. Grouting contractor
was engaged by Owner on a "time-and-materials" basis,
reported to the Grouting Program Supervisor. Directed
field program (two 12 hr. shifts/day. 7 days/week)
involving up to 80 contractor•s men, monitored and approved
invoices involving time of personnel, materials, equipment.
• Wanapum Dam (Columbia River), Washington (1957-58)i (100
foot high central impervious core with granular shells); in
charge of £ield testing program for grouting of gravel
foundation and construction of first slurry trench
underground cutoff on a major project anywhere in world.
Returned to office and completed embankment design, plans
and specific~tions.
December 1953 to December 1955: u.s. Army, Engineer Corps
Military ServiCe with Combat Engineer Divisions Placed in
technical charge of a 20 man team formed as a special detachment
to 20th Air Force Base headquartered in Okinawa. Toured Korea
and Ryukyu Islands developing basic pl.ans at existing sites for
rehabilitation and extension of military.air strips to
accommodate medium range SAC bombers. Program was classified as
secret. Received special conL'11endation from commanding officers
at conclusion of tour.
June 1953 to December 1953: Junior Engineer, Arnbuklao Dam
(Phil'ippines) Project Team; made stability analyses, layouts,
and quantity take-offs for \t1hat was then the highest-in-the-
\\rorld (425 feet) central co:r:e rookfill dam ..
•
RP~"'iON S. LA RUSSO
Project Manager
Technical Papers:
'·· .,l
-7-
"A Study of Ope-Dimensional Consolidation of
Cohesive Soil by Use of Electric Double
Layer and Rate Process Theories (Physico-
Cha~istry of Colloids) , " unpublished M.s ..
Thesis.
11 Analysis of Seepage and Groundwater Flow by
Monte Carlo Methods," unpublished Doctoral
Dissertation. 1
"Fill Dam De/.Sign and Construction Practice
in the Uniti~d States,••contribution to the
USCOLD Gettz-ra ·1,. Paper of the 8th Int. Conf.
on Large Dams, Edinburgh, 1964 ..
11 Wanapum Dam Project-Slurry 'l,rench and
Grouted Cut-offs," Symposium on Grouts and
Drilling Muds, International Society of
Soil Mechanics and Foundation Engineering,
London, 1962.
"Geologic Aspects of the Chicagoland Flood
Control and Pollution Abatement Program,n N.
Arner. Rapid Excavation and Tunneling Confer-
ence, co·-author with Frank Wheby and Richard
Acker, June 1972, Chicago.
n Deep Tunnel \].'echnology I u Amer. Pub. ~Jorks
Association Reporter, September 1973.
11 Giant Mole to Dig Sanitary District
Tunnels." NIDWEST ENGINEER~ Mar. 197~.
"A Bicentennial Loa} .. at Engineering in the
Mid\'{est." r.-1IDWEST E~TGINEER, Oct. 1976.
(Co-authored with William M. Parker III,
John R. 1'-ioo.re, and C.A. King) ..
"TARP Construction Takes In-depth Look at
Correcting an Age-old Problem, .. MIDWEST
EN'GINEER, Jan. 1977. Co-authored wi·t.h
Forrest c. Neil •
... ~·
RAMON S. LA RUSSO
Project Manager
Client References:
Project~-Name:
Project Name:
Project Nam.e:
Prcject Name:
-8-
Tunnel and Reservoir Plan
The Metropolitan Sanitary District
of Greater Chicago
100 E. Erie Street
Chicago, Illinois 60611
Joseph H. Irons, Project Manager
Frank E., Dalton, Assistant Chief Engineer
Forrest i~eil, Chief Engineer
Rochester, New ~ork CSOAP
(Combined Sewe:t Overflow Abat,~ment
Program)
County of Monroe
Department of Engineering
100 Terminal Building
Rochester, N.Y. 14614
Mr. Irwin Brode!!, Program Coordinator
Co~~onwealth Edison Company
w·astewater Treatment Plants
One First National Plaza
Chicago 1 · Illinois 60690
Mr. Harold Koenig,
Project Manager
Detroit Water Syst.~)m r.1aster Plan
c/o Watex and Sewerage Department
Water Board Building
Detroit, Michigan 48226
Mr. A.C. Davanzo, Assistant
Director Water Department
Mr. H. Bierig, Director of
'Engineering
'!
•
•
•
Job iJ!i tle:
Work Location~
Education:
Professional
Studies:
Special
Qualifications:
Profe-ssional
Registration:
Parent Company:
ARVIDS ZAGARS
Engineering Operations M~nager
Anchorage
Diploma, Civil Engineering
1940, State Technicum, Riga, Latvia
Member (representing ASCE) of a four-·man
team sponsored by the National Science
Foundation fer &: study tour of European
Pumped-Storage Development (July/August,
197~). Prepared report on the civil
engineering aspects of a summary report
published by USBR.
Project Manager and Project Engineer -
2100 MW Bath County Pumped-Storage Project
Structural Engineer -Illinois
Professional Engineer -Virginia
Harza Engineering Company
~XJ;?erien~ and Qualifications Relevant to. the .Susi tna Project~
Februarx 1977 to D~te: Vice President.
March 1976 to February if'77: Senior Associate and Head of £ivil
Des ~.gn Branch,
• Project Manage!.' for the Bath County Pu-mped-Storage Project.
January 1968 to March 1976: Associate of the Company ( s i n c e
January 1968). Head of Power Projects Division, November 1967
~o December 1973; Heaa of Pumped-Storage Civil Division,
3anuary 1974 to March 1976.
• Project Engineer.7 Bath County Pumpea-storage Project ( 2100
MW) in Virginia: directed work in connection with field
exploration, project conceptual stuaies, preparation of FPC
license application exhibits, design studies and prepara-
tion of final de igns, construction arawings and specifica-
tions •
ARVIDS ZAGARS -2-
Eng!neering Oper~tions Manager
• Assistant Project Director and Project Engineer, Reza Shah
Kabir Hydroelectric Project (1,000 MW powerhouse, 200 meter
high arch dam, 15,000 ems spillway in Iran); responsible
for preparation of· final design and construc~ion drawings o
• Assistant Project Director, Rio Lindo Hydroelectric Project
( 40 MWr 6. 5 km penstock) in Honduras. Responsible for
management of the above projects, supervision of prepara-
tion of contract documents, final designs a~1d construction
drawin~3'S for Reza Shah Kabir, Rio Lindo, and Finchaa Proj-
e c t ( 100 f.tW} in Ethiopia.
August 1964 ~~ Jan~ary 1968: Head, Civil Engineering Depart-
ment. In charge of des1gn for the following projects:
•
•
•
•
•
•
Chief Civil Engineer, Rio Lindo 40 MW Hydroelectric Proj-
ect, Honduras. Supervision of layouts and preparation of
contract documents for water conduits, penstocks and power-
house.
Chief Civil Engineer, Montezuma 500 ~lW Pumped-Storage Proj-
ect in Arizona preparation of studies and FPC license
application.
. Chief Civil Engineer, Finchaa, 100 MW Hvdroelectric Project, --Ethiopia. Supervision of layouts and preparation of con-
tract documents for water conduits, penstocks and power-
house.
Kinzua, Pennsylvania, 429 MVA Pumped-Storage Plant. Super-
vision of layout, design, contract drawings and specifica-
tio~s for the intake structures, pressure conduits and
powers tat ion (two 200 MVA generator/motors l' one 29 HVA
generator).
Chief Civil Eng i.neer, Mossyrock, 450 MW Hydroelectric .Proj-
ctr Washington. Supervision of design and preparation of
const1cuction drawings for the diversion tunnels, penstocks
and powerhouse.
Chief' Civil Engineer, Ang at, 218 MW Hydroelectric Project,
Philippines. Design and preparation of construction draw-
ings. for the power tunnel, penstocks, main pit-powerhouse
and auxiliary powerhouse. Review of design work prepared
by the client and as soc ia te engineering company for the
power intake, outlet works and spillway.
•
ARVIDS ZAGARS -3-
Engineering Operations Manager
.June 1959 to August 1.964: Section Head, Civil Engineering De-
partment. In charge of initial layout work and preparation of
c;:ontract documents for the Mossyrcck and Angat projects listed
above. . '
• Sam Rayburn Hydroelectric Project (formerly McGee Bend
project) Supervision of layout scheme fo1:-the powerhouse
and the associated inlet and outlet cbann.els, stilling
basin and the appurtenant structures; preparation of final
designs and construction drawings for the ~bove structures.
(Distinguished first prize· Eng in,ee.ring Award Winner 1967,
Corps of Engineers).
November 1952 to June 1959: Group Leader, Civil Department.
• Bruces Eddy 600 MW Hydroelectric Project. Supervision and
production of preliminary la:1rout studies for a 600-foot
high gravity dam, powerhouse, spillway and outlet works.
•
•
•
Summersville, W. Va. Design and preparation of construc-
tion drawings for the diversion and (29-foot diameter,
concrete and steel lined} outlet tunnel.
Karadj, Iran.
for powerhouse
Layout ana pr.eparation of contract drawings
( 120 MW) and outlet works.
Derbendi Khan, Iraq. Initial layouts, contract drawings,
final design and construction drawings for diversion and
pressure tunnels, outlet works and the initial stage of the
powerhouse (114 MW ultimately).
• Mayfield 4 0. 5 MW Project 1 l1ashington. Design and construe-
tit. drawings for gravi·ty dam portion and arch dam thrust
blocks.
• Box Canyon 75 MW Hydroelectric Project, Washington. Design
and construction drawings for the powerhouse.
August 1950 to November 1952: Civil Engineer Johnson Machine
works, IowaeRespons~ble for design and detailing of
structural steel framing.
Ma~ 1945 to July 1950: .Siemens -Schuckertwerke AG, Vien:na,
Austria-:-HydroeletJtric Branch, Linz-Danube, Austria.
October 1941 to May 1945: Siemens-Schuckertwerke
Germany. ASS'lstant to .. Resident Engineer.
AG, Berlin,
'_._J
ARVIDS ZAGARS -4-
Engineering Operatiqr~.s Manager
Teqhnical Papers: ---=---
Clierit References:
Proj ec~.. Name :
. u
"Bath County, a 2100 MW Development i.n the
U.S.A., 11 principa~ author, Water ·power &·.,_Dam
----~ ----------Construction, October 197~.
C::l
Bath County ""~umped-Storage '-'Project ·
Virginia Electric andl?ower Company
Powersta tion:· Eng inee·r ing and Construction
P. Oa Box 56~
Richmond,, /virginia 23_204
Mr. J. M. i/Hagood, Jr,
(804) 771-6103
{.' ·.
•
··k\, ~
Job Title:
Location:
EducatioP.::
Special
Qualifications:
Professional
Registration:
Parent Company:
MARTIN SONIKER
Project Control Manager
Anchora.ge
Baruch College ~ MBA, 1972
City College of New York (CCNY) -BBA, 1965
Over sixteen years experience in all aspects
of Planning, Scheduling and Cost Engineering
:tor all phase~ of major projects. Types of
projects include hydroelectric, nuclear
power, fossil fuel and industrial facili-
ties.
None
Ebasco Services Incorporated
.
Experience and .Q,£alifications ~elevant to ~h~ Susitna Project:
1977 to Present: Currently assigned to the Seattle Regiunal
Officeas Project Control Manager. Assists in project manage-
ment, proposal development, as well as schedule input and bid
evaluation for current projects, including Terror Lake. Sup-
ports the Engineering Manager in determining design and engi-
neering staffing requirements and procedures necessary to a-
chieve project milestones. Previous experiences include Project
Control manager at WPPSS Unit Nos. 3 and 5 and Project Constrol
Superintendent at Waterford 3 Steam Electric Station. At Wash-
ington Public Power Supply System, managed staff of over 100
profess~onal, technical and clerical personnel whose responsibi-
lities covered all aspects of planning including engineering and
design, required at site dates for major equipment and material
purchase orders, a·nd construction,. Revier11ed and approved con-
tractor schedules. Other department responsibilities included
engineer's v<?rification of. all contractors' monthly progress
billings; developing and maintaining the project estimate of
quantities, manhours and dollars, cost benefit studies, analysis
of design changes for cost and schedule impact, contract claims
assessment and cash flows. Prepared Monthly Progress Reports
and presented project status at Monthly Project Status meet-
ings.
1970 to 1~77: Supervised the design, maintenance and implemen-
tatl.on of Ebasco' s computerized site cost control system for the
Ludington Pumped Storage Station. Established the project's
~--....,-,
f' tviARTIN SONIKER -2-
Project Control Manager
work breakdown structure and acount codes for both cQntrol and
FPC {now FERC) requirements. The -syst:em is credited with pro-
viding client and Ebasco management the necessary control of the
contractor's performance. The system .also enabled the control
staff to generate timely cost 1 ~:~arts .and cash flows.
Initiated and improved methods and procedures with emphasis on
material control, electrical cabl-2 J?Ull.ing and start-upjcon-
structio~ of an Electrical Managemeht System (EMS) now utilized
on all major projects. Develop~d corporate "Construction Con-
. trol Plan'' and performed pre-construction activities. Imple-
mented and utilized the computerized· Civil Contra~~ System (CCS) y
Piping Management System (P~S), Electrical Management System
(EMS), ! & C Management System (ICMS), f.iVAC Management System
(HVMS), Equipment Component Report (ECR), and Ebasco Scheduling
System (ESS)~ .
Client References
Project Name:
Project Name:
Satsop 3
Coy Love -Manager of Construc·tioii
Washington Public Power Supply System
P.o. Box 1189
Elrna, Washington 98541
(206) 482-4428
Waterford No. 3
Lee v. Maurin -Vice President
Louisiana Power and Light Company
142 Delaronde Street
New Orleans, Louisiana 70174
(504) 366-2345
•
Job Title:
Work Location:
Education:
Special
Qual_ifications:
Professional
Affiliations:
Parent Company:
GARY G. LAWLEY
Environmental and Regulatory Programs
Manager
Anchorage
East Central State University, B.S.
Biology: 19S9
University of Oklahoma, Ivl. s.
Ecology: 1965 .
North Tex&s State University, Ph.D
Limnology: 1973
Testimony as an expert witness has been
given on nine occasions in respect to
aquatic ecology, water quality, and
terrestrial ecology
Estuarine Research Federation
American Society of Limnology and
Oceanography
Water Pollution Control Federation
International Association for Great Lakes
Research
&"'llerican Fisheries Society
Ebasco Services Incorporated
Experience and Qualifications Releva~_'f:. to the SusJ tn~ f':tOj_ect
1978 .~o Present; Dr. Lawley is a Consulting Scientist and Mana-
ger ofthta ~.,ife Sciences of Env irosphere Company, a Divis ion of
Ebasco Services Incorporated. His duties as life sciences mana-
ger include planning and coordination of multidisciplinary hy-
droelectric and other environmental studies.
• Currently Program Manag·er in Anc::horage, Alaska for ARCO
Alaska 1 s and the Alaska Dis·tt ict 1 Corps of Engineers'
Waterflood En\rironmental Monitoring Program at Prudhoe Bay,
Alaska. Project responsibilities include management and
administration of all aspects of a long-term multidiscipli-
nary envj~ronmental moni taring. study at the site. Ele":'tents
being investigated include mPteorology, oceanography~ fish-
eries, invertebrates, coastal processes, tundra vegetation,
and birds. Dr. Lawley serves as the interface between the
Prudhoe Bay unit owners and eight federal, state, and local
regulatory agencies~
GARY Ge LAWLEY -2-
Environmental and Regulatory
Progra1~~ Manager
Served as Program Manager for a fish and ~ildlife stuay
plan involving the White Salmon River Hydroelectric Project
in southwest Washington State. and technical manager of a
feasibility study for hydroelectric development ,of Grant
Lake, near Moose Pass, Alaska. The latter study included
all areas of environmental work and involved t-rarking with
the u.s. Corps of Engineers, Fish and Wildlife Service,
Nati()nal Marin$ Fisheries Services, and the Alaska Depart ....
ment of Fish a:1d Game.
Manage~nent Coordinator for a 5-year multidisciplinary re-
search pr()ject for the Columbia River Estuary. This study
was funded for 6.5 million dollars and included all the
associated disciplines comprising water quality, aquatic
ecology, marine biology, and terrestrial ecology. He was
also Principal Investigator and Manager of the Generic
Environmental Impact Assessment of the effects of egperi-
mental borehole drilling for the Department of Energy's
Nuclear Waste Terminal Storage. Project. Earlier he served
as Technical Leader for the terrestrial ano aquatic por-
tions of ·a pumped-storag~ hydro project in the Republic of
the Philippinas. In his current capacity 1 Dr. Lawley
serv·es as Quality Assurance officer and technical reviewer
for the Western regional offices of Envirosphere.
1973 to lfJ78: Dr. Lawley wa~ .tvlanager for Environmental Programs
at''Texas 1nstrume11ts Incorporated. In this position he was
responsible for all aspects of a variety of environmental pro-
grams, including marketing, financi.al, technical, personnel, and
testimony support.
• Representative programs included aquatic, terrestrial,
water quality siting and monitoring work for the Niagara
Mohawk Power Corporation (NMPC); the New York State Elec-
tric and Gas Corporation!,;; the Power Authot:i ty, State of
New York ( l?ASNY} ; and the U.S. Army Corps of Engineers.
• The NMPC and PASNY programs addressed environmental as-
pects, including int~kes and discharges 1 for both nuclear
and fossil-fuel facilities at the Nine Mile Point, James A.
Fitzpatrick plants, and Greene County Nuclear Plants.
Experi.enae on environmental studies regarding fossil gene-
ration includes the T,,a.ke Erie Generating Station, Pomfret/-
Sh~~idan Sites, the Quarry Site on the Hudson River, and
• GARY G. LAWLEY -3~
Environmental and Regulatory
Programs Manager
the Dunkirk Steam Station on Lake Erie, near Dunkirk, New
;York. Additional studies for fossil-fueled plants included
monitoring studies on Lakes Cayuga and Ontario for New York
State Electric and Gas; harbor studies near Dunkirk, Lake
I~rie, for the Corps of Engineers; and a 1.4-month ecological
assessment for the New York Power Authority regarding sit-
ing studies at Athens and Quarry on the Hudson River near
Poughk,eepsie.
• . Testimony as an expert witness has been given on nine oc-
casions concerning aquatic ecology, water qualit.y, and
terrestrial ecology for hearings for the New York Public
service Commission and Nuclear Regulatory Commission on the
following nuclear and fossil-fuel power stations; Greene
County, Cementon on the Hudson; the proposed Ne\v York Power
Authority Q~~arry facility near Poughkeepsie and in New York
City; and the proposed Niagaru. Mohawk Lake Erie Generating
Station, Pomfret/Sheridan Sites.
1972 to 1973: At the University of California at Berkeley, Dr.
Lawleyperformed postdoctoral studies on several projects in-
cluding control of algae blooms with the low levels of chemicals
affecting nitrogen fixation; use of remote sensing (in conj u.nc-
tion with,.NASA, Ames) for evaluating artificial aeration to
control algae blooms; and development of a continuous monitoring
system for determining density of blue-green algae using £lucri-
metric techniques.
Client References:
Project Name: Waterflood Environmental Monitoring Project
Jean. Elder
U. S.: Army Corps of Engineers
Anchprage, Alaska 99510
(907) 552-2572
Project Name: White Salmon River Fish and Wildlife Study Plan
Norm: Bargabus (project was formerly administered
by John Budd [deceased])
PUD No. 1 of Klickitat County
1313 S. Columbus
Goldendale, Washington 98620
(509) 773-5891
4 •
GARY G. LAWLEY -4-
Env1ronmental and Regulatory
Programs Manager
' Prq:ject Name:
(\:', ,;
\\\?
Columbia River Estuary Data Development.Program
Robert Moulton
Bonneville Power Administration
825 N.E. Multnomah
Portland, Oregon 97208
(503) 234-3361
Project Name: Grant Lake Hydroelectric Project
Eric Marchegiani
Alaska Power Authority
334 West Fifth Avenue
Anchorage, Alaska 99501
(907} 276-0001
j
I
~
I
!
I . !
'
• WILLIAM D. KITTO
Job Title: Public Information Program Manager
Work Location: Anchorage
Education: University of Washington, VhD Coursework-
Forest Resources
University of Washington, M.S. -Forest
Resourc.es: 1978
Princeton University, B.S. -Civil and
Geological Engineering: 1973
Special
Q~alifications:
Oregon Energy Facility Siting Council
Expert Witness Testimony -1982
Professional
Registration: None
Parent Company: Ebasco Services Incorporated
Experience and Qualifications Relevant to the Susitna Project
October 1978 to Present: Mr. Kitto is presently a Principal
Environmental Planner in the Belle~"'ue, Washington office of
Envirosphere Company, a Division of Ebasco Services
In corpora ted. 1vlr. Kit to is a manager of the energy systems
planning group of Envirosphere and has eight years of experience
in managing and participating in planning studies rel-ated to the
development of energy facili·ties and natural resources.
• Currently a project manager on a feasibility study of the
Kake-Petersburg transmission line intertie in southeast
Alaska. This study requires coordination of the
engineering, economic, and environmental studies. To date,
Mr. Kitto has been responsible for conducting public and
agency me0ting in Kake to explain the scope of study and
solicit local concerns regarding the project.
• Currently managing Envirosphere's work on the Eugene-
Medford 500 kV transmission line ElS project. As project
manager, Mr. Kitto has had the responsibility of coordinat-
ing the technical stwdies as well as ensuring compliance
with federal and state regulations and guidelines. The
proposed transmission line, if constructed, would pass
through three counties in Oregon and cross a wide spectrum
of land uses, ranging from urbanized to forested lands.
Since the project has been controversial and would affec~ a
diverse group of people, the public participation program
has been a kei element of this project. Mr. Kitto has been
WILLIA!Vl D. KITTO -2-
Public Information Program Manager
•
responsible for conducting public workshops, holding meet-
ings with county planning agencies, and providing technical
support at public hearings. In addition, Mr. Kitto pro-
vided testimony to support the draft Environmental Impact
Statement before the Oregon Energy Facility Siting
Council.
Currently serving as project manager of another proposed
transmission line in Flathead Valley, Montana. The public
participation program to date has involved conducting pub-
lic workshops in three communities. Mr. Kitto was respon-
sible for making a formal presentation of the project as
·w·ell as prel irninary findings. The pre sen ta tion involved a
sliCe show that illustrated the various transmission line
rou·tes and design optfo.ons. The presentation succeeded in
communicating a complex project to a diverse group of peo-
ple in a short time span. Local concerns were solicited
during the informal workshop and t~rough written instru-
ments. The outcome of these workshops was a report that
documented findings and co1mnents which was distributed to
all interested participants.
1972 to September 1978: M.r. Kitto held three positions during
this period-. For three years, Mr. Kit to was a Reconnaissance
Eng ineer/EnvirolJ.mental Planner with the Bonneville Po\ver Admini-
stration~ He coordinated preliminary engineering and environ-
mental analysis work and EIS preparation for transmission line
projects in the Bonneville Power Administration service area.
Mr. Kitto also participated in long range planning studies
concerned with development of western Great Plains coal. Mr.
Kitto was on the staff of the u.s. Department of the Interior
for arte year. There he participated in engineering and environ-
ment.al studies for a proposed hydroelectric project in northern
New England~. His responsibilities included working with con-
tractors and federal, state, and local officials to determine
the locatio'n and environmental impact of proposed transmission
facilities. Mr. Kitto worked with the u.s. Forest Service for
two yec~1:s, including summers, \'lhere he assisted engineers and
other specialists in transportation planning and recreation,
timber, and fire managemento
"·
WILLIA.lii D. KITTO -3---:::.:
.Publ.:j.c Information Program Manager
Client Re~ferences:
,--., '-·
Project Name: Kake-Peters~urg Intertie
Remy Williams
Alaska Power Au~~ority
334 West Fifth Avenue
Anchorage, Alaska 99501
(907} 276-0001
······~-·~~· ··-·-----......;;...... ____ ,.. ____ ,.....
Project Name: l''lathead v~lley Reinforcement Project:
Judith Woodward
Projec:t Name:
! .
Bonneville Power Administration
P.010 Box 3621
Portland, Oregon 97208
(503) 234-3361 ext. 5756
Eugene-Medford 500 kV T.\ransmission Line
Ron Smith
Bureau of Land .~1anagement
P.O. Box 2965
Portland: Oregon 97208
{50 3) 231-6950
•' ' ' ~·· ~ : ·• • : • [~ "" ·-~ ,. _.'~• ~ !j • I • .,J t " .,. ~ { • .. • " :' ' '
• • ••.• ;;,. .... ~ !-Y"· . , • 'II· I • . . . . . '*' .. . ~·'• '. .. ~ . \ ~ ' '
~
_,. ~-----------~--. -------~--~~:'!":"'· I ~-"-·-----~.::.-._~:;:!....... ________________ ---~-------<>---··--....·--··---··-··· .~ ................ ,_, __ • -~~ ·--~---, ·~--·-... -~~·orH•·--~· -••• • -~----~ . ~--~ ----·~-~~~----
JOINT VENTURE ,
MANAGEMENT
COMMITTEE
~~~:IZA~ II/ .ICIJ
___J
•
Job Title:
work Location:
Education:
Special
Qualifications:
Professional
Registrations:
Parent Company::
DWIGHT L. GLASSCOCK
Chairman, Joint Venture Manaqement Committee
Chicc:Lgo
Master of Science
1947, University of Illinois
Bachelor of Science in Civil Engineering
1944, University of Illinois
Thirty-five years of hydroelectric expe~
rience
California, Connecticut, Illinois, Maine,
Maryland, Massachusetts, Michigan, Nebraska,
New Hampshire, New York, North Carolina,
Ohio, Oklahoma, Pennsylvania, South
Carolina, Virginia, Wisconsin and Nova
Scotia.
Harza Engineering Company
f.i Experience an.£ Qualifications Relevant to the Susit~ Projec·t:
Januar_y 1978 to D~te: YJ.E.!:: President and Head of Business J?e-
velopment and ProJect Management, U ~ S. and Canada.. Respor_..o~ble
for all project management. activities in U.S. and Canada includ-1f}
ing project staffing and performance of all project teams.
Prior to current assignment, Head of Hydroelectric Design Branch
at Harza.
1952 to 1977: Vice President, General Manager, Hydroelectric
Powerand Water Resources Division. Chas. T. Main, Inc., Boston
Massachusetts. Responsible for technical design activities, and
performance of the project staffing, work scheduling, and per-
fo:r:mance of the project ·teams. The scope of eng:Lneering ser-
vices covered reconnaissance, feasibility, detail~d design,
constr-uction management, and start=up operation. Operations
included both domestic and international projects vvith work
undertaken concurrently in the u.s., South America, Africa and
Asia.
• Project Manager, 1,000-MW Blenheim-Gilboa Pumped-Storage
Develop~:ent, Ne\t~ Yor~ State. Responsible for the direc-
tion, coordination, and execution of design.
DW;rGHT L.. GLASSCOCK -2-
Chairmal'l, Joint Venture Management Committee
• Directed feasibility study for the trans-basin di,iers~on of
the Capivari River for augmentation of the Sao Paulo,
Brazil, water supply. Responsible for liaison and aemin-
istration of Rio de Janeiro and Sao Paulo, Brazil, offices
o,:"'f the company for the de: sign of the 1, 400-MW Marimbondo
and 1,380-MW Agua Vermelh;~ Hydroelectric Projects.
• As Project En.gineer, supervised a study for the regulation
of the outflow of Lake Ontario which rev:iawed the existing
regulating scheme and investigated alternative regulation
plans 1 to determine the economic effect on the poT.t:rer gener-
ating facilities of the st. Lawrence Power Project, u.s.
and Canada.
• Responsible for the economic studies and analyses in con-
junction with the comprehensive review and preparation of
the engineering feasinility report for the California Water
Plan. This plan provided for tl"!..e conservation of northern
California water and its transp(rtation to the Central
Valley and southern portion of the state.
• Directed a power study for the Province of Nova Scotia,
Canada, that included a forecast of load growth, power
transmission and int.erconnections for studies, rate stud-
ies, and reconunendations for additional generating and
transmission facilities.
e As Design Bngineer, prepared flow analyses and equipment.
specificatinns 1 and supervised preparation of construction
drawings and installation of filter plant, plli"Uping plant,
and sev'ler system.
1949 to 1952: Assistant Professor of Hydraulic Engineering,
Louisiana State University; Baton Rouge, Louisiana.
1947 ~ 1949: Hydrauli£ D·esign Engineex;, Alu.111inum Company of
America, Pittsburgh, Pennsylvania. Worked on structural and
hydraulic design of dams, penst~cks, hydroelectric power plants,
and appurtenances.
' ~~
•
Job Title:
\\fork Location:
Education:
Special
Qualifications:
Pro.fessional
Registration:
Parent Company:
CARL F. WHITEHEAD
Joint Venture Management Commi-t:t·~e
New York
BSCE Rensselaer Polytechnic Institute, 1951
More than thirty years experience in design
engineering, project management a,nd adminis-
tration covering power generation projects.
Registered Professional Engineer in the
States of Arizona, California, Florida,
Georgiaf Iowa, Louisiana, Michigan, New
York. New Jersey, North Carolina, Minnesota,
Ohio, Oregon, Pennsylvania, Rhode Island,
South Dakota I Texas and WashingtG)n e
Ebasco
C; Experience ~!9 Qualificatic~ Relevant to the. Susitna Proj_~c-t:,:
January 1978 j:2 Present: Senior Vice Presidente: Projects/ Pro-
curemen·t -In charge of the~ Project Management Department, con-
sisting of Managers of Projects and Project Managers; and the
Procurement Department consisting of Purchasin'g; Expedi til'lg and
.Cf. Tra.J.. ~c.
Apr~l 1976 ~ ~_!?.uary 1978: Vice President Engineerii'lg Di-
rected the activities of the corporate Chief Engineers of the
Mechanical, Electrical, CiV'il, Instrumentation & Control, Proj-
ect Engineering Departments. and the Manager of Design. Pll·ovided
leadership and guidance for the overall execution of the E~ng:L
neer:i.ng and Design work performed in the offices of Ebascc> Ser-
vices IncorporatQd.
J:une 1972 to Apri .. l 1976: ~~anage:r:: o_~ Projects. New York of~;ice on
nuclear, conventional therrnal and hydroelectr~c power pro:~ects.
Supervised and directed th•e activity o:E the Project Manage~r
assigned to these projects.
August 1968 .:!:_o June 1972: Project Manager on the three hllndred
and fifty million dollar !Junington WPumped Storage Project at
CARL F. WHITEHEAD -2-
Joint Venture Management Committee
Ludington, Michigan. This project consists of the six largest
pump-turbines/generator-motors manufactured to date producing
1872 MW of peaking pcwer. Upper reservoir is a complete man-
made, asphalt/clay lined basin of 83,000 AF, containing over 50
million cubic yards of fill and 530,000 tons of asphalt" Lower
reservoir is Lake Michigan. Directed Ebasco contributions for
Client presentation to various regulatory agencies including FPC
anq Michigan Department of Natural Resources. Attended Agency
HeC4rings and made appropriate presentations. Project was award-
ed the Atnerican Society of Civil Engineers• 11 0utstanding Civil
Engineering Achievement Award" for 1973.
June 1966 ~ August 1968: Supervisins Civil Engineer on the
following nuclear, steam electric and hydroelectric power proj-
ect.s: nuclear installation totalling 1,,5001000 kW; H.B.
Robinson, Vermont Yankee ar.:d Nuclenor (Spain). Convent.ional
thermal installations totalling 3 1 500,000 kW; Cedar Bayou, P~H.
Rol'--inson, Graham, Dave Johnston, Morgan Creek, Hawthorn &'1d W .. A.
Parish. Hydroelectric projects totaling 1,250,000 kW; Kastraki
(Greece), Keban and Gokcekaya (Turkey). Estimated value of
these plants \'las over one billion dollars.
June 195.§_ _!:2 Jun.e 1966: Engineer in the .£oncr~te-Hyd.E.aulic
Engineeri:ng ~epart.ment -Designed and engineered the founda-
tions, st:ructural and hydraulic components of over ten steam and
power plants. Dollar value of my work exceeded two million
dollars.
• Project Engineer New York office and site for the. forty
million dollar Nevada Irriga·C:.ion District 1 s Hydro-Irriga-
tion development in Grass V;,tlley, California. Developed
plans and designs l·ea.ding to a successfully integrated
power-irrigation system; iuvolved were various hydrological
and hydraulic studies and the designs of seven dams, ten
miles of canals, two powerhouses and other related struc-
tures. studied different methods of routing water and
controls of outflows by computer analysis. Developed the
technical portions of a comprehensive contact for the sale,
p~1rchase and exchange of water between the District and the
P?cific Gas & Electric Co. Studied alteroate dam layouts
including arch, gravity and fill dams~ Field assignment
during Construction phase, I analyzed and evaluated all
engineering and design performed in the field and coordi-
nated with many State and Federal Agencies.
CARL F. WHITEHEAD -3-
Joint Venture Management Committee
• Project Engineer at the twenty-five million dollar Kastraki
Hydroelectric project in Greece for the Public Power Cor-
poration, consisting of a 300 feet high earth-fill dam,
three ~0 Ml~-unit powerhouse and diversion tunnel. Coordi-
nated contract negotiations with various contractors.
Established design criteria and ~upervised all detailed
design which was produced in Athens, Greece.
,,
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\ INTERNAL REVIEW ,
BOARD
Cf) zen ow -:e 1-;::, <CCI) a:w Wcx:: 0..
0
Job 'l'i tle;
Work Location:
Education:
Special
Qualification
Professional
Registration:.
DONALD J. DUCK
Internal Review Board ~ Constructability
Chicago
Bachelor of Science in Civil Engineering
1959, Rose Bulman Instit. of Techno-
logy
Responsible for constructability review -
Guri, Uribante, Bath County and TARP.
Wisconsin
Parent Company: HRrza Engineering Company
Experience ~.!!d Qualifications Relevant !_~ the Sur:itna Project:
1980 to Date: Vice President and Head, Construction Management
Depa.rtment. Responsible for field construction engineering
activities. Supervises Resident Engineers assigned to projects
in the construction phase" Ultimate resX?onsibility for quality
control., quality assurance, cost and schedule moni taring,
quantity computation, progress payment and reporting, design
change implementation and contract change negotiations. Tech-
nically and administratively responsible for central office
scheduling, estimating, constructability review of designs, the
review and issuance of contract documents, procurement services,
contract administration and claims evaluation, and for illaintain-
ing a central staff of construction technical specialists.
Present major projects in the construction phase include: Guri,
Venezuela; Uribante Doradas 1 Venezuela; lroothills, Denver; Bath
County, Virginia; Summer Falls, Washington; San Lorenzo, El
Salvadori El Nispero, Honduras; Tunnel and Reservo:i.r Plan,
Chicago.
1972 to 1980;
Rese .. arch. u.
Deputy Assistant Commissioner -Engineering and
s. Bureau of Reclamation.
Shared responGibility for coordinating and directing the design
and construction activities for the $600 million per year USBR
Nater resources program. Program included up to ten dams in tt.~;~
construction phase as well as canals, tunnels, plpelin~s, pot,•er-
plants, pumping plants, and power tt .. ansmission facilbties.
DONALD J. DUCK -2-
Internal Review Board -Constructability
• Respqnsible for resolving major construction problems and
negotiating major contract disputes.
• Contracting Officer for 125 construction contracts and 62
major equipment supply contracts, t,ot.aling $906 million;
led te~n in continuing effort to improve constructability
of designs.
• Led and coordinated activities related to the re-evaluation
of the seismicity of the Auburn damsite folloy;i_ng the Oro-
ville, California earthquake in 1975. Work included con-
tracting for enginee_ ·ing services. Provided briefings for
subcommittees of Congress. Participated in selection of
structure type for the A~burn damsi te follotving the re-
evaluation of seismicity of the area.
• Other major projects with significant involvement include:
Crystal Dam, CO; Nambe Falls Dam, NM; Current Creek Dam,
UT; Mountain Park Dam, OK; Palmetto Bend Dam, TX; Choke
Canyon Dam, TX; Tyzak Dam, UT; Sugarpine Dam, CA; Tibe.r
Dam, NT; Buckskin Mountain Tunnel, AZ; · Pacheo Tunnel, CA;
vat and Stillwater Tunnels, UT; Bacon Tunnel, WA.
1967 to 1972: Chief, Field Engineering Division, Grand· Coulee
Th~rd-powerpl~nt, Grand Coulee, WA. USBB. Responsible for all
field construction activities; directed the engineering, inspec-
tion, and field control of the contractors' operations including
construction safety. Project included modification and reloca-
tion of major electrical facilities, one of the most comprehen-
sive controlled-blasting programs associated with a hydro proj-
ect, tunnel excavation in existing concrete dam by both blasting
and non-blasting methods, construction of cellular cofferdams,
large concrete gravity dam, and powerplant (3900 MW in six
units).
1963 to 1967: Chief, Civil Engineering Division, Yellowtail
Dam, Fort Smith, M'.r. , USBRn Responsible fot· the engineering and
inspection of the civil activities of the contractors• opera-
tions including safety. Proje~t included diversion tunnel;
inclined spillway tunnel; large concrete arch dam; powerplant
and four turbine-generating units; and composite ~nbankme~t and
concrete afterbay dam.
1959 to 1963: Supervisory Construction Engineer, Flaming Gorge
Dam, Dutch John, UT. USBR responsible .for supervising inspec-
tion of contractors operations including safety on an assigned
shift. Project included a diversion tunnel; inclined spillway )
• . '·
DONALD ~,J. DUCJ< -3-
Int~rnal Revi .. ~w Board -Constructability
tunnel; large concrete arch dam; and powerplant housing three
turbine generating units.
1951 to 1954: Chief of Surveys, Air Installations. USSR~ USAF
ElmendOrf AFB,, Alaska. Field surveys for des~gn and .
,construction of both new aad rehabilitatidil roads, railroads,
airfields, water, sewer, utilities, and remote radar
installations.
Technical Papers: 11 Tunnel Excavation-Grand Coul·ee Third
Powerplant, n Rapid Excav. and Tunnel.
Conf., 1972,, . '
"Safety Requirements Point Way to Versatile
Nonelectric Rock Blasting Methods Use.d at
Grand CouLee's Third Powerplant," Reclama-
tion Safety Ne~V's 1 2nd Qtr 1 1971.
"Blasti11g-·Mass Concrete Removal-Thirc;l Power-
plant E,orebay," Construction Report, Grand
Coulee Third Pov-1erplant. ·-
nconstruction of Grand Coulee Third Power-
plant," Journal of the Construction Divi-
sion, ASCE 1975.--
"Reclamation and Western Development," Sym-
posium on Inland Waterways for Navigation,
Flood Control and Water Diversions, 3rd
Ann. Symp. Waterways, Harbors and Coastal
Eng. Div. ASCE, Aug. 10-12, 1976.
"Better Contracting for Underground Con-
struction". Participated on Subcommittee
No. 4 -Contracting Practices, National
Academy of Sciences, u. s. Committee on
Tunneling Technology.
Client References: '
Project Name: TARP
The Metropolitan Sanitary
District of Chicago
100 E. Erie Street
Chicago, Illinois 60611
Jospeh H. Irons
Ronald A. Newbauer
----~------.------------~--'...)
DONALI> J. DUCR -4-
Interrtal Review Board -Constructabili ty
Project Name:
Project Name:
Frank E. Dalton
(312) 751-5600
Bath County Pumped Storage Project
Virginia Electric and Power Company
Powerstation Engineering and Construction
P.O. Box 564
Richmond, Virginia 23204
Mr. J. M. Hagood, Jr ..
(804) 771-6103
CVG -Electrificacion Del Caroni, CoA.
Direccion Obras de Guri
Apartado No. 62413
Caracas, Venezuela
Dr. Luis Del Rio
Tel 011-582-921155
.... <
o.
Job Title:
Work Location:
Education:
Special
Qualifications:
Professional
Registrations:
P?.r:e~t Company:
JOSEPH L. EHASZ
Internal Review Board and Transition Team -
Geotechnical and Civil
~ew York /Anchorage
B.S. Civil Engineering
1963, Rutgers University
M.S. Foundation Engineering
1965, Rutgers University
FERC Expert Witness Testimony on various
hydroelectric license applications. Expert
Witness and Testimony on various Nuclear
Power Plant Applications and licenses before
the USNRC and at ACRS hearings. Numerous
publications on Civil and Geotechnical Engi-
neering.
Alaska, Arizona, California, Florida,
Georgia, Louisana, Michigan, l1innesota, New
Jersey, New York, North Carolina,
Pennsylvania, Texas, Virginia, Washington
and West Virginia.
Ebasco Services Incorporated
ExEerience and Qualifications Relevant to ·the Susitna Project:
June 1980 to Present: Presently Chief Consulting Civil Engineer
in the Corporate Offices of Ebasco in New York City.. Mr. Ehasz
is responsible for both the technical and administrative direc-
tion of approximately fifty experienced Professional Engineers
and Registered Geologists. He is responsible to the Vice Presi--
dent for all feasibility and siting studies, advanced engineer-
ing and special problems associated with hydroelectric projects
and civil features of all power projects •
.......... , ..
In late 1980 Mr. Ehasz led a technical x:eview effort of the Bath
County PSP for Allegheny Power Corporation. This review was to
assess the project design and construction, as well as a review
of the cost to complete. During the past eighteel1 months, Mr.
Ehcisz 'has been responsible for technical input and review of
various small hydroelectric studies and projects in Alaska. In
• . JOSEPH L. EHASZ -2~
Internal Review Board and Transi tic)n Team -
Geotechnical and Civil
particular, the Grant Lake Feasibility & Licensing Project and
the review of the technical requirements and construction of the
Terror Lake Project.
May 1979 to June 1980: Chief Design Engineer in the Corporate
Offices of Ebasco in New York. Mr. Ehasz was responsible for
both the technical and administrative direction of appro~in1ately
five hundred engineers and designers. He was responsible to the
Vice P~cesident of Engineering for all civil e;nr:;i.neering and
design associated with hydroelectric, fossil ahd nuclear power
projects.
May 1977 ~ May 1979: Assistant Chief Civil Engineer, respons-
ible for all geotechnical engineering within Ebasco as "tvell as
civil engineering on hydroelectric projects. As head of the
geotechnical engineering Mr. Ehasz was responsible for the eval-
uation of soils and geologic conditions on all power projects
and established the final design parameters for various soils
and rock foundations, rock tunnel.s and powerhouse construction.
:June 1973 ~ .May 1977: Supervising Civil Engineer, responsible
for the supervision of fifteen to twenty soils engineers and
lead civil engineers on various power projects. Hr. Ehasz per-
sonally was responsible for a unique foundation for a nuclear
power plant. in Louisiana. This plant is a 1100 r.fW nuclear power
plant located about 20 miles upstream from New Orleans. He
evaluated the foundation condi'l:.ions and was responsible for the
final foundation design concept, namely, a "floating founda-
tion"~ This concept was necessary to minimize settlements and
essentially involves balancing the total structure weight with
the weight of the soil removed.
During this period Mr. Ehasz also directed the geotechnical
investigations and supervised the civil design of the Davis
Pumped Storage Project, a 1000 t1W Proj~ct in West Virginia. He
led an intensive rock mechanics progr?Jn and evaluation to eval-
uate the potential for utilizing an t:.nderground poweri1ouse at
the site. He also had given expert testimony in the FERC Licen-
sing hearings for the Project.
June 1965 to June 1973: Civil Engineer responsible for various
hydroelectric-project features. Of particular mention with
respect to large hydroelectric projects is the foundation relat-
ed work on two large hydroelectric projects in Turkey. The
first project was the Gokcekaya Hydroelectric Project which
involved a 500 ft high thin arch dam and 360 MW po~ . ..,erhouse. The
. i
•~ :'\:
' "
,.
JOSEPH Lo EHASZ -3-
IntE.\rnal Review Board and Transition Team -
Geotechnical and Civil
stress conditions were analyzed and the stability analysis was
performed whic~ dictated the various fault excavation and treat-
ment beneath the arch dam and thrust blocks. An instrumentation
program to monitor the dam and foundation program to monitor the
dam and foundation performance ~,.las also developed.
The other project was the Keban Darn and Hydroelectric Develo'p-
ment in east.ern Turkey. The Project invoived a 680 ft high
earth and rockffll dam, a 350 foot high concrete·gravity dam at
the intake area and a large spillway. The major problem at the
P-!:'.qject was the Karstic limestone .foundation. He evaluated the
foundation conditions along and beneath the dam and cutoff. Mr.
Ehasz ~·erfonned various stability analyses for the rockfill dam
as well as the large g·ravity dam and spillway. He designed the
instrumentation system to monitor the perfonnance of the rock-
fill dam and the seepage and groundwater conditions throughout
the damsite area. DurinsJ the five years of his association \~ith
these two Projects he made 18 trips to Turkey to establish the
actual -Field conditions and adapt the design to the actual
foundations. Mr. Ehasz worked with our Reside~t Engineers and
Geologists on the site to complete the Project. Both Proj:ects
have been operating successfully since 1975.
During this period .Mr. Ehasz also was the responsible geotechni-
cal engineer on the const.ruction of the L!.ldington Pumped Storage
Project. He was instrumental during construction in solving
difficult geotechnical construt:!tion problems and has led the
efforts in moni taring the uppe:t: reservoir during first filling.
The inst.rumentation of this Project is unique in that it is on.e
of ~z.he few, if not the only, large reservoir where the actual
seepage can be ·measured and related to the design conditions.
Client References:
Project Name: Bath County Project Review
Mr. Ralph Haffner
Director, Power Engineering
~--. Allegheny Power System/Bulk Power Supply
800 Cabin Hill Drive
Greensburg, Pennsylvania 15601
412/838-6761
)i
-"-'"JOS~PH L. EHASZ -4-
. Inte·rnal Review Board and Transition Team -
GeotechtJ.ical and Civil
<\
j
Mr. Richard Sequin
Plant Manager
Ludington Pumped Storage Plant
RR *1, South Lake Shore Drive
Ludington, Michigan 49431
616/845-6264
Keban & Gokcekaya Hydroelectric Projects
Mr. Ref.ik Akarun ,,
Devlet Su Isleri
Bakanlikar, Ankara, Turkey
Ankara -90-41-18-1100
Davis Pumped Storage Project
Mr. Ralph Haffner
Director, Power Engineering
Allegheny Power System/Bulk Power Supply
800 Cabin Hill Drive
Greensburg, Pennsylvania 15601
412/838-6761
Waterford Nuclear Power Station
Mr. David Lester, Plant Superintendent
Louisiana Power & Light Company
P. 0. Box "B"
Killona, Louisiana 70066
504/467-8211
.....
~·
·.t(. ;; "'/
J .
' .;1
, I
i
1
Job Tit.le:
work Lodd"tion:
Education:
Special.,,
Qualifica·tions:
Professional
Registration:
Parent Company:
I!
LEMBlT EILAU
Internal Review Board Electrical \
Chicago
~1aster' s De9ree in Business Administration
1972, Loyola University.
Electrical Engineer 1944, Technical School
of Dorpat. Estonia -.
Supervisor -Bath County, Guri
California, Colorado, District of Columbia,
Florida, Illinois, Nebraska, New Jersey,
Virginia, and Wisconsin
Harza Engineering Company
Experience.~. and Qualifications Relevant to the Susitna Project:
~Tovember 19.60 to D.ate: Electrical Engineer 1 Section Head, and
Head of the Electrical Design Department with Pumped Storage,
Hydroele'dtri.c Design and Computer Control & Communications Sec-
tions. Appointed Associate in June 1970; Senior Associate July
1978; Vice President 1981. Duties include administration,
supervising the preparation of desig.n criteria, specifications 1
and drawings for electrical equipment" cost estimates, evalua-
tion of bids, contact with clients, and visits to project
sjtes.
e Bath county 2100 MW Pumped-Storaqe Project, Virginia super-..
vised preparation of electrical design memoranda, specifi-
cations, and construction drawings.
• Supervised preparation of electrical specifications and
drawings for Cornell Hydroelectric Project in Wisconsin.
• Su,pervised alternative feasibility studies and cost esti-
m,~tes for electrical equipment for Mount Hope Project in
New Jersey, utilizing either underground pumped-storage or
underground compressed air storage systems.
• Supervised the preparation of exhibits and cost estimates
for electrical work for the FPC (FERC) License Application
for Bath County Pumped-Storage project, Stony Creek Pumped-
LEMBIT EILAU -2-
Inter.nal Review Board -Electrical
Storage project 1 Pennsylvania, and Cornell Hydroelectric
project, Wisconsin.
• Washington Metropolitan Area Transit Authority. Supervised
preparation of electrical construction documents for a two-
mile section of rapid transit subway in Washington, D.C.
• Nebraska Public Power and Irrigation District. SuperviseCl
preparation o£ design and construction drawlngs for rehabi-
litating controls and protective relays for three existing
hydroelectric plants and one steam power plant.
• Guri Hydroelectric Project, Venezuela. Supervised electri-
cal design and preparation of construction drawings and
specifications for extending the partially complet~d power-
house and adding a second powerhouse with associated 400-kV
and 765-kV switchyards for a total generating r'apacity o£
101000 Mtq •
• Kinzua Pumped-Sto~age Project., Pennsylvania. Prepared
design criteria and supervised preparation of specifica-
tions and construction drawings for electrical equipment
for pumped-storage plant and associated 230-kV switchyard.
• Guatape Hydroelectric Project, Colombia. Prepared electri-
cal design criteria and specificl!ltions for an underground
powerplant and outdoor 230-kV switchyard.
• Markland Hydroelectric Projec·t, Indiana. Prepared specifi-
cations and supervised preparation of electrical construc-
tion drawings for the powerhouse.
• Brokopondo Hydroelectric Project, Surinam. Checked desigr..
of electrical construction drawings and specifications for
the powerhouse and 161-kV substation.
• Wanapum Hydroelectric Project, Washington. Prepared speci-
fications for the automatic control of fish facilities.
• City of Kandahar, Afghanistan. Prepared project planning
report and cost estimates for the City's distribution
system and distribution substations.
January !_959 to November 1960: Electrical Engineer, Robert E.
Hattis, Engineers, Inc., Chicago, Ill~nois. Duties included
designing electrical facilities and preparing speoifications for
commercial and industrial buildings.
• LEMBIT EILAU -3-
Internal Review· Board --Electrical
,,
April 1957 ~January 1959: Squad Leader, Vern E. Alden
Engineers, Chicago, Illinois. Supervised the preparation of
design drawings for steam power plants.
August 1951 to April 1957: Electrical Designer, Pioneer Service
and Engineering Company, Chicq.go~ Illinois.. Designed and draft-
ed electrical facilities for steam and hydro plants and substa-
tions.
Jan 1950 Jc.o Suly 1951: Automatic Electric Company, Northlake 1
Illinois.--Electrical Draftsman.
Client References:
Project Name:
Project Name:
Bath County Pumped St~orage Project
Virginia Electric and Power Company
Powerstation Engineer·ing and Construction
P .. O. Box 564
Richmond, Virginia 23204
Mr. J.M. Eagood, Jr.
(804) 771-6103
Guri CVG-Electrificacion Del Caroni, C.A.
Direccion Obras de Guri
Apartado No. 62413
Caracas, Venezuela
Ing. Hector Beltran
Tel. 011 + 582 + 921155
Job Title:
Work Locat±Z>n:
Education:
Special
Qualifications:
Professional
Resistration:
Parent company:
JOHN M. HORN
Internal Review· Board -Mechanical.
New York
Colorado School of Mines, 1937-1938
Purdue University -BSME, 1941
Extensive experience in the solution of
field prOi"?lems in the field of hydroelectric
generatior~, e ~g. Carmen Smith Plant, Pack-
wood Ice Harbor, Smith Mountain, Ludington,
Keban, Guri, et. al.,
None
Ebasco Services Incorporated
Experience and Qualifications Relevant :!:;~ the Susi tn~ Projec.t:
M~y 1971 ~~ Present: Consulting Hydromechanical ~ngineer pro-
v~ding services on hydromachinery to Ebasco and its clients.
This service included site studies, guidance in the preparation
of specifications, and the selection o£ equipment, trouble
shooting at e:s:isting plants, t:!quipment evaluations and quality.
1964 to 1971: Chief Engineer and Manager of Product Engineering
and Development for Allis Chalmers Hydro Turbine Division, York,
Fa:"" -rhis position carried overall responsibility for the deve-
lopment and design of the entire product line of the division,
as well as, the management of all license agreements with for-
eign manufacturers.
1959 to 1964: Chief Mechanical ,!!!ngineer for Allis Chalmers
Hydro Turbine Division with responsibility for all of the me-
chanical aspects of the entil."e product line including design ..
1957 to 1959: Chief Mechanical Engineer for The s. Morgan Smith
~--Company, York, Pa. with same responsibilities as those from 1959
to 1964. The S~ Morgan Smith Company was purchased by Allis
Chalmers in 1959.
1955 .:!:,2 1959: Chief Desi~ l?ngineer for The s. Morgan Smit:h
Company responsible for all machine design of the product line
including turbines of all types, gates, hoists, valves, trash
JOHN M. HORN -2-
Internal Review Board -Mechanical
rakes and special products which included, high temperature
valves, air flow control valves for NAS.A, the Navy and General Electri.c.
1948 to 1959: Design Engineer for The s. ! ... iorgan Smith Company
ass~gned to a varl.ety of products incl udi:'lg Francis Turbines,
Impulse Turbines, Kaplan and Propeller Turbines, as well as, all
tYPes of valves such as butterfly, spherical, free discharge and
pressure regulators. Included in the assignments were several
special projects such as; characterized air flow control valves
for the U.S. Navy, Large air compressors for NASA (100,000 HP
and 150,000 HP) and an acceleration wheel for the u.s. Navy.
1945 to 1948: Designer .for The s. Morgan Smith Company, assign~ ments~ncluded Impulse Tqrbines, Francis Turbines, Kaplan
Turbines, Bascute Gates, Trash Rakes, etc ..
• ~J
Job Title:
Work Location:
Education:
Special
Qualifications:
Professional
Registration:
Parent Company:
GEORGE A. KANAKARIS
Internal Review Board -Civil
Columbia, University -MSCE -1964
City College of New York -BSCE -1951
Expert witness NRC testimcny and review of
Nuc1ear Power Plant designs. Chainnan,
Nuclear Power Plant Committee, ASCE Energy
Division {previously called Power Division)
Professional Engineer -Arizona, California,
Florida, Georgia, . ...~ouisiana, Maryland, New
Jersey, New York, North Carolina, Pennsylva-
nia, Texas, Virginia, West Virginia and
~'lashington
Ebasco Services Incorporated
Experience ~nd Qualifications Relevant ~ the Susitna Project:
July 1980 to Present: Chief Civil Engineer responsible for
corporate direction of all civil engineering and design of nu-
clear, fossil-fueled and hydroelectric generating stations.
October 1976 to June 1980: Assistant Chief Civil Engineer re-
spons.ible forthe technical direction a.nd management of the
civil Engineering staff and activities of Ebasco's Jericho and
Lyndhurst branch offices, engaged in the design of nuclear and
fossil-fueled power projects.
June 196§. 17~ October 1976: Supervising "Concrete-Hydraulic Engi-
neer responsible for the technical direction of engineering and
design for both nuclear {BWR .AND PWR) and fossil fueled power
plants and for conventional hydro and pumped storage hydroelec-
tric projects totalling over 20,000-MW installed capacity"
• Technical direction of staffs approaching 40 to 50 engi-
neers, included the design for hydraulic structures, em-
bankments;: concrete dams, spillways, power conduits and
hydroelectric powerhouses for: both run-of-river and pumped
storage hydroelec.tric plants.
GEORGE A. KANAKARIS -2-
Internal Review Board -Civil
• For fossil fueled and nuclear power plants, directed the
design of reinforced concrete buildings and structures,
containments, turbine and boiler area foundations, circu-
lating wat.or pump intake and discharge structures, coal
handling foundations and sub-structures.
• Also directed anaylses of structures for earthquake loading
and responses, and the development and implementation of
computer programs for waterhammer analysis of circulating
water systems for stea.ltl power plants and power conduit
syst.ems for hydoelectric projects.
June 1965 to May 1968: Project Engineer for the Peixoto Hydro-
electrJ.c Extension in BrazJ.l, directed the design and engineer-
ing of the powerhouse, related structures and axuiliary mechan-
ical systems for domestic and European designed Francis units.
Reviewed hydraulic model tests for optimization of units into
existing powerhouse cavity and facilities.
February 1957 to June 1964: As a Designer, up to a Lead Disci-
plJ.ne Engi.L"leer, Civil Engineering and Design responsibilities
for nuclear, fossil and hydroelectric power projects varied from
performing designs, ch~cking designs, to directing ~he design of
other engineers and designers.
Client References:
Project Name:
Project Name:
Project Name:
Project Name:
Ludington Pumped Storage -1875 MW
Richard Sequin
Consumers Power Company
RR #1
South Lake Shore Drive
Ludington, Michigan 49431
Peixoto HED -402 MW extension
CIA Paulista de Forca e Luz
Brazil
Yuba-Bear River Development
Edward Koster
Nevada Irrigation District
Grass Valley, CAlifornia
Allens Creek Nuclear Power Plant
Limestone Lignite Power Plant
Carl Howell
Houston Lighting and Power Company
Hous·t.on, Texas
1' GEORGE A. KANAKARIS -3-
Internal Review Eoq,rd -Ci .. .;il
,, Project Name: St. Lucie Nuc,lear Generating Station 1 & 2
Cliff Kent
Florida Power & Light Company
Miami! Florida
Job Title;
Work .Location:
Education:
Spe~oial
Qualifications·:
Parent Company:
EARL E. KOMIE
Internal Review Board -Geology
Chicago
Master of Science in Geology
1952, University of Texas
Bachelor of Science in Geology
1950, University of Arizona
Principal Geologist, on the Guri, Bath
Count}~, TARP, and Hrauneyj afoss, (Iceland)
Hydroelectric Projects
aarza Engineering Company
Experience and Qualifications Relevant to the Susitna Project:
--~----------. ------------
1979 to Date: Princi~al Geologist and Senior Associate.
Responsible ~for the safety, economy and quality of the Company's
geologic work and application of geologic work tc. siting, design
and safe~y of civil structures.
Major pa:t;"tic .. ipant in the design and/or construtetion phases of
the following hydroelectric projects.
• • • • • •
2700 MW Yacyreta Project, Argentina/Paraguay
32Q.c MW Hrauneyj afoss Project~ Iceland
Raising of King Talal Dam" Jordan
Pehuenche Rockfill Dam, Chile
80 MW Summer Falls Project, Washington
4300 MW Corpus Project, Argentina/Paraguay,.
March 1974 to Januarx 1979: Head, Geology Division (Associate,
March 1976):-Responsible for the technical direction,
administration and supervision of ten geologists. Assignments
comprised appraisals through construction-phase, on a diversity
of projects including conventional and pumped-storage
hydroelectric projects; underground structures for
transportation and flood control; storage; solid waste disposal
reservoirs; flood cont:t;"ol and river navigation projects;
groundwater pollution control projects; municipal and industrial
sewage and urban-runoff control projects; and mining projects.
• Major participant in the design construction phases of the
Cerron Grande Project, El Salvador; Guri Dam Project,
.. -,
EARL E. KOMIE -2-
Internal Review Board -Geology
•
•
Venezuela; Yure ana Varsovia Dams, HonCluras; Bath C!ounty
County Pumpec~·-Storag~ Project, Virginia; and the Deep
Tunnel (TARP) Project, Illinois.
Supervised geologic investigations for overseas hy-
droelectric projects in Argentina, Paraguay, Venezuela,
Peru, Iceland, Ecuador, Honduras, El Salvador and the
Philippines, and domestic ones in Wyoming, Illinois,
Montana, Wisconsin, and Minnesota.
Supervised hydrogeologic investigations for solid-waste
disposal sites, sewage disposal sites, gJ:oundwater pollu-
tion control projects, mining sites, groundwater supply
projects in Arizona, Wyoming, South Dakota, Californir._
Wisconsin, Kentucky, Illinois, Oklahoma, Honduras and
Chile. · · ·
• $upervised qeologic studies for underground energy storage
~;ithin the continental United States.
Julv 1961 to February 1974: u.s .. Bureat.'l: .of Reclamation,
Phoenix, Arizona. Chief, Geology Branuh. Specific responsibi-
lities included geological and geotechnical supervision for a
wide variety of reclamation projects, including the large Cen-
tral Arizona Project.
• Participated in dam safety inspections for Salt River
Project, Arizona; Bureau of Indian Affairs, Arizona,
California and New Mexico; and for the Arizona Game ana
Fish Department.
January 1956 to July 1961: Engineering Geologist, u. s. Bureau
of Reclamation; Sacramento, California
January 1954 to January 1956: Geologist, Crane Company,
Chicago, Illinois.
g:une 1952 .:£2 January 1954: Research ~e<?logist, .Dan Kralis &
Associates, Consulting Petroleum Geolog 1sts, Ab1lene 1 Texas·'
September 1930 to ~ 1952: University of Texas. Graduate
Teach1ng Ass1stant.
Technical Papers: "Geology of Red Bluff Lake Area, Texas,"
Unpublished Thesis.
I
I
EARL E. KOMIE -3-
Internal Review Board -Geology
Client Reference:
Project Name:
Project Name:
Project Name:
"The Changing Role of the ·~roundwater Reser-
voir in Arid :(;ands,n presented at the 1969
MAS, M_eeting :\'ucson, Az •
. ,
'• Regional s'tudi~·,s for Underground 'Bne~gy
Storage Development," presented at the 19"78
ASCE Meeting, Chicago~
TARP
The Metropolitan Sani ta.ty
District of Chicago
100 E. Erie Street
Chicago, Illinois 60611
Joseph H. Irons
Ronald A. Neubauer
Fl:"ank E. Dalton
(.312) 751-5600
Bath County Pumped Storage Project
Virginia Electric and PO\'ler Company
Powerstation Engineering and C~nstruction P.o. Box 564
Richmond, Virginia 23204
Mr. J. M. Hagood, Jr.
(804) 771-6103
CVG -Electrificacion Del Caroni, C.A.
Direccion Obras de ~uri
Apartado No. 62413
Caracas~ ·Vene:11uela,
Dr. Luis Del · ,tio
Tel. Oll-582-J21155
Job Title:
Work Location:
Education:
Special
Qualifications:
DAVID S. LOUIE
Internal Review Board -Hydraulics
Chicago
Doctor of Science, Hydraulic Engineering
1945, Mass. Institute of Technology
Master of Science, Hydraulic Engineering
1943, Mass. Institute of Technology
Bachelor of Science in Civil Engineering
1942, University of Washington
Ice Management Specialist
Dr. David S. Louie, Principal Hydraulic
Engineer, Harza Engineering Company, is
Consultant to th~ Great Lakes -St. Lawrence
Seaway Winter Navigation Board on ice
management for extension of navigation
season, shoreline protection, ice affects on
power generation, etc. This involves ice
formation control to ke~p the shipping lanes
open and the economic balance on the
infringement on hydropower generation •
.
Dr. Louie is a past member of the Ice Task
Committee, International Association for
Hydraulic Research.
Dr. Louie has had broad experience in the
design of a variety hydraulic structures for
ice management. Some of his project
experiences are listed below:
1. Great Lakes Power Company Limited,
Ontario, Canada. Five dams on two
rivers. Studies and designs were:
• Inhibit the formation ~f ice on
gates.
• Determine the minimum flow
velocities in power conduits to
prevent ice build-up in penstocks
and surge tanks, otherwise
thermal protection would be
required.
r ,;
mVID S. IDTJIE ·-2-
Internal Review Board -'Hydraulics
•
•
' ::
Develop method of log move'lnent
over_log chut~ during early ice ~
season when ice floes are light.
(•
Encourage the formation of ice
cover thus preventing the
formation of frazil ice and frazil '·,
slush. Frazils will clog up
tra.shracks and intakes.
• Break up of ice hridges and ice
jams when required·~
2~ Burfell Project, Iceland. Studies and
designs were:
• Physical hydraulic model studies
of ice management at Tronheim
University, Norway.
• Physical hydraulic model studies
of special gates for passage of
ice at Darmstadt University,
Germany.
• Design to inhibit the formation of
inA on gates, valves and intake
st~uctures to an extent that these
structures are operative when
requir:ed.
• Neans of minimizing ice jam
formation and ice jam breaking.
• Electronic monitoring and
management of ice formation and
movement.
• ·-Spring thaw and ice-break
problems~
3. Hrauneyjafoss Project, Iceland. Studies and
design were:
mvrn s. IOUIE -3-
Internal Review Boa:t""d -Hydraulics
Professional
Registration:
Parent Company:
• Hydraulic model studies of ice
management at Tronheim University,
Norway for diversion of ice from
power in takt and canal.
• Design to divert ice over power
canal.
• Other studies similar to Bu~fell.
4. Ice studies in Lake Michigan o~ ice
formation near and around condenser
cooling water intake structures and on
the prevention of the ice clogging of
trashracks for:
5.
• .J. H. Campbell Plant-Michigan
• Zion Nuclear Plant -Illinois
• Point Beach Nuc1~ar Plant -
Wisconsin.
Review design of deicing system for
Eisenhower Lock -St. Lawrence Seaway
Development Corporation.
Colorado, Maryland, Massachusetts,
New York, Oklahoma, Virginia, Wisconsin, Illinois
Harza Engineering Company
Experience,~ Qualifications, Relevant. t~ the Sus~t~ Project:
September 1950 to Date: Sen1or Assoc1ate and Pr1nc1pal
Hydraulic Engineer, 1979; Consultant to Great Lakes-St+
r.awrence Seaway Wint~r Navigation Board.
1974 -1979: Since 1967, Senior Professional Staff number level
reVIew and quality control for hydromechanics, hydraulic trans-
ients, hydraulic model experimentations, and prototype investi-
gations. Duties include~ establishment of basic concepts for
various hydraulic research, development, and deslgn. PrinciPal
consultant on all major hydraulic problems.
IAVID S. rDUIE -4-
Internal Review Board -Hydraulics
• River Hydraulics Backwater, water waves an:d surges, channel ~mprovements,--revetrnents, flow and erosion contlol, sedi-
ment transport processes, energy dissipation and disper~
sion, boundary and form losses, ice movements and manage-
ment, fish channeling, inland navigation.
• Open Channel Flows in Chutes and Canals Surges and waves,
boundary layer (dueto ag~ng)-;-air entrainment, velocity
distributions, curvilinear flow, channel stability, cavita-
tion. Design of large capacity canals, navigation locks, fish ladders. ·
• Pressurized Flow in Conduits such as Sluices, Penstocks,
and Tunnels: Waterhammer, surge tanks, boundary roughness
(due to aging), transitions, pressure distribution, turbu-
lent diffusion, hydroelectric vibrations, flow aeration, cavitation.
Water Pollution Control Non-Newtonian flows, waste and ~rature pollution, stratified flows, selective with-
drawal for quality control, waste· disposal. Design of
.multipart diffuser system.
• Est\lary ana Coastal Hydraulics Salt wedge intrusions, salt wate~r barilers, tidal flush~ng of detention basins, 1 i. t-
toral processes, breakwaters, groins, seawalls, shore ero-
sion, marina, harbors.
• Project Manager, 120-MW thin arch Karadj Dam gravity arch reregulating dam.
• Design responsibilities included the Upper Falls Dam
(42,000 kW), Upper Falls 3rd Unit AdClition '(25,000 kW),
Gartshore Falls (20,000 kW), Hollingsworth Falls (20,000
kW), and Hogg Generating Station and Dam (15,000 kW) for
the Great Lakes Power Company on the river basin develop-
ment of the Montreal River and the Hichipicoten River in
Ontario, Canada; and on Scott Falls and McPhail Falls
(1951-53); Bekhme Dam (1953-54); and the Derbendi Khan Dam (1954-55).
1947 to 1950: International Engineering Company, Inc., Denver,
.Colorado. Senior Engineer, hydraulic design and model studies.
mV!D S» c· IDUIE -S-
I:r;.terna1 Review Board -Hydraulics
1946 to l94 7: Bureau of Reclamation, Denver, Colorado·. Engine-
er. Hydraulic studies and design of dams.
1945 to 1946: Tennessee Valley Authority, Knoxville, Tennessee. ·-Eng~neer.
Technical Papers: "Cavitation and Its Mitigation on Con6rete,"
ASCE Ann. Conf., Portland, Oregon, Apr •• F.
1980.
"High Velocity Flbws on Concrete
Structures 1 " Alvin G. Anderson Award
Lecturer, n, St. Anthony Falls Hydraulic
Lab., Univ. of Minn., Apr. 1980.
11 M:ossyrock Project -Flow Control During and
After Construction," ASCE Water Res. mp ..
Conf., Wash., D.C.1 Feb. 1973.
"The Seneca Pumped-Storage Station" 6th
Symp. Int •. Ass. Hydraulic Res., Rome,
Sept. 1972"
"Mossyrock Arch Spillway," Journal, Power
Division, ASCE, Jan. 1971.
"Design and Model Studies of the Mangla
Headworks, •~ ASCE Conf. 1 Chicago 1 1969 (v7i th
A. Eberhardt) •
''Discussio11 o£ the Flow of Water in Unlined,
Lined and Partially Lined Tunnels," by C. F.
Colebrook, Instit. of Civil Eng.
Pro c.. , London, Apr.
Job Title;
Work Lo;eation:
Education:
Special
Qualifications:
Professional
Registration:
Parent Company:
RICHARD L. MEAGHER
Internal Review Eoard and Transition
Team -Planning Engineerz Licensing
Anchorage/Chicago
Bachelor of Science in Civil Engineering
1956, University of Notre Dame
Twenty-·six y.ears of in-t;ensi ve and extensive
.hydroelectric exper~ence·
Illinois and Virginia
Harza Engineering Company
Experience and Qualifications Relevan+. to the Susi tna Project:
----·" <:(~-
October 1981 to Present: ~-1anager, z·; ~.·::·~ka Operations: Respons-
ibilit.ies include management of Harza assignments and business
(I ·development in Alaska. Project Managers repor-t to Mr. Meagher
~ to demonstrate that projects are being performed on schedule,
within budget, and in a manner that is satisfactory to clients.
Projects include:
• Black Bear Lake -a 6.0 MW hydroelectric project for which
Harza has prepared the FERC License Application and Feasi-
bility Report and is now engaged in the project design
phase;
Chester Lake - a 2.5 MW hydroelectric project for which
Harza has prepared the Feasibility Report and;
• Bethel Area Po'wer Plan which is a prefeasibility study of
the most favorable power supply system for Bethel and the
surrounding villages. ·
• Responaibiities also include completion of Project Mana-
ger's assignment of the 22.5 MW El Nispero Hydroelectric
Projedt in Honduras, under construction, and scheduled for
operation in August, 1982.
November 1977 to October 1981: Head of the Water & Energy
Planning & Design DeEartment: Directed the work of engineers,
resource specialists, and drafters in planning water and power
{i
RICHARD L. MEAGHER
Internal Review Board and
Transition Team -Planning
Engineer, Licensing
-2-
resources. Studies include master plans as well as pre£easibi-
lity, feasibility and FERC License Application of projects.
Evaluations are based on engineering, environmental, economic,
and financial considerations. Also directed two civil design
sections involved in the design of small hydroelectric and water
resource projects, and one section responsible £or the detailed
hydraulic design for all Harza projects. Major project assign-
ments within the department include:
• Hydraulic Design
•
•
Guri Hydroelectric Project
Yacyreta Hydroelectric Project
Feasibility .!, Design
10,000 MW in Venezuela
Hydraulic Design
4,000 MV~ in ~xgentina
Hydraulic Design
Maqarin Water Supply 2nd Irrigation Project in Jordan Fea-
sibility and Design
Lower Caroni Hydroelectric
Development 7,000 MW in Venezuela
Prefeasibility
• FERC License Applications were completed for the following
projects:
Rays town
Kootenai
Boundary
Black Bear Lake
20 MW in Pennsylvania
144 MW in r1ontana
392 MW in Washington
(License Amendment)
6 MW in AlaS",
January 1977 ~o October 1978: Assistant Head of the Resources
Development ~tment: Provided direction and-review for plan-
ning studies on river development and pumped-storage projects.
Project Manager for pre£easibility and feasibility studies of
the Remolino and El Nispero Hydroelectric Projects, the
Quimistan Irrigation Prnject, and the Sula Valley Flood Control
Master Plan, all in Honduraso
RICHAED L. MEAGHER
Internal Review Board and
Tr~nsition Team ..... Planning
Engineer, Licensing
-3-
• Project .Manager for the Feasibility study and FERC License
Application for Brumley Gap Pumped-Storage Project in Vir-
ginia. The project can provide more tha:n 3,000 MW generat-
ing capaci~cy, which is currently inactiv·e because of legal
action concerning land access.
October 1972 to December 1976: Section Head for Power Resource
Planning: '}:x:wided direction for power project planni'ng studies
a_nd reports!, The.se. stud'ies included preliminary planning, fea-
sibility ana FPC License Applications. The projects included
conventional hydroelectric and pumped-storage projects and the
expansion of conventional hydroelectric projects. Project Mana-
ger assignments include:
•
•
Prefeasibility study
in eastern Honduras.
a total installation
ger for the planning
Chimbo in Ecuador.
to determine hydroelectric potential
The inventory involved 14 sites with
of about 1700 ~1W.. Also Project ivlana-
of a 450 MW development on the Rio
The 1500 MW Rio Patia Project and the Betania Project with
500 MW power installation and 20,000 ha. of irrigation 1
both in Colombia.
October 1967 to October 1972: Project Engineer for power plan-
nJ.ng. Responsible for supervision of a group preparing apprais-
al and feasibility studies and reports on hydroelectric power
projects. Project Engineer for a prefeasibility study of the
Patia River Basin in southwest Columbia to determine the most
favorable hydroelectric powe:r· development. The potential deve-
lopment would be about 3,000 Wrv.
• Project Engineer for three other planning studies. The
first study recomm~nded a plan of development for a reach
of the Rio Grande in Bolivia about 350 km long with a fall
of about 1, 000 kmo The study identified nine potentia.;.
hydroelectric project sites with a total installed capacity
of 3 1 000 t-1W. The second study was for a prefeasibili ty
report to evaluate two small hydroelectric projects in
southern Bolivia which could serve a community with a popu-
lation of about 30,000. The third study was a feasibility
report for the Hrauneyjafoss Project in Iceland which can
serve expected growth in industrial load.. The project will
have an installed capacity of 210 MW.
RICHARD L. MEAGHER
Internal Review Board and
Transition Team -Planning
Engineer, Licensing
-4-
• Projec·t Engineer during the planning phase of the Rio
Caroni hydroelectrit! development in Venezuela involving
four sites with an ini ti~l ~otential of about 15, 000 MV-7.
Supervised planning studies aimed at: appraising the . .;;ver-
all development, and determining the technical and econt.'filic
feasibility of a program for staged expansion at the Guri
and Macagua sites which have been partially developed.
October 1967 to October 19.z3.: Project Engineer: During the
feasibility phase of twomajor river projects in Iran: the
Gotvand Project which provides 40,000 ha. of agricultural land
with an irrigation. and drainage system and the Reza Shah Kabir
Project which has a 200 m arch dam and 1,000 MW power plant.
• Lead Engineer during the de~:;ign phase of the Reza Shah
Kabir Project and supervised the design of the spill·way
structure and the riv,er diversion and access facilities.
Also provided liaison between the owner and the architec-
tural firm that prepared contract drawings for the opera-
tors village.
october 1962 to October 1967: Senior Bn~ineer: Duties included
supervision of planning studies and ~~Tting reports for river
development projects. These included the feasibility study of a
90 MW Finchaa Project in Ethiopia and an appraisal study of the
Karun River multipurpose de,relopment in Iran to determine the
overall plan of development and the most favorable projects for
initial construction.. Full development will include over 5,000
MW of power, 140,000 ha. of irrigated agriculture and flood
control.
• Also performed and supervised design work and preparation
of construction drawings for the ini t.ial Guri powerhouse
and other major structures for hydroelectric projects.
November 1958 to october 1962: Design Engineer: Duties includ-
ed; Making designs and drawings for variou,s components of
hydroelec·tric and water control projects. The work involved
powerhouses, outlet works, tunnels, spillways, and retaining
walls. Projects included Canaveral (28 NW) in Honduras,
Markland (81 MW) on Ohio River; and Summersville Flood Control
in We~t Virginia.
Ju11.e 1956 to November 1958: Planning Engineer: Duties includ-ecrt-Preliminary design studies I prj ect layouts I power produc-
tion, hydraulic and hydrologic studies, and economic analyses-
RI.CHARD L. MEAGHER
Internal Review Board and
Transition Team -Planning
Engineer, Licensing
-5-
Client References:
Projet~t Name:
Project Nam.e:
Guri
CVG-Electrifica~~ion Del Carani, C. A.
Direccion Obras de Guri
Apartado No. 62413
Caracas, Venezuela
Dr. Luis Del· Rio
Tel. 011 + 582 + 921155
Black Bear Lake
Alaska Power Authority
334 West Fifth Ave.
Anchorage, Alaska 99501
Mr. Brent Petrie
907/276-0001
A \..J
t,\
Job Title~
Work Location:
Education:
Special
Qualifications:
Professio!lal
Registration-~
Parent Company:
JAMES H. THRALL
Internal Review Board -Environmental
Chicago
Doctor of Philosophy in Biological Sciences
1972, Illinois State University
Master of Science ~n Biological Sciences
1967f St. Mar~'s College
Bachelor of Science in Biology
1964, St. Mary's College
FERC License Applications final technical
review
Not applicable
Harza Engineer in9 Company
Experience and Qualifications Relevant to the Susitna Project:
19 7 4 to Date:· .. -'senior Aqua tic ECologist and Head, Env ironm;Cn tal
Sciences Section. Duties are personn1:l iil'dnagement, new business
development 1 and budget management and fir.ctl technical rev iev-1 of
all et'lVironmental assignments carried out· by the Company. Re-
sponsible for or participated in environmental assessment and
impact studies for nine domestic and s.ix foreign hydropower
development projects.
• FERC License Studies for the Stony Creek Pennsylvania
Pumped Storage Project; evaluated the impact;:; of reservoir
development on trout populations.
• r.,eaa Environmental Scientist, Summersville, West Virginia.
Hydropower Development Study COE. Responsible for impact
assessment of reservoir water quality and fisheriesi down-
stream flow rates and water temper~ture effects on fish
eries and impacts on white water boating on the lower Gau-
ley River, (a premier white water river) • Prepared the
Draft Environmental Impact Statement for the ProJect ..
·~ Lead Scientist., Boundary Dam Hydropower iVIodification Study
(Seattle City Light, Pend Orielle River, Washington).
Prepared the FERC Exhibit E. Assisted the client at agency
a.nd public meetings to explain project's environmental and
socioeconom!c impacts.
'"
E
JArviES H. THRALL -2-
Internal Review Board -Environmental
• Managed and provided final tE.~chn.ical review for FERC Li-
<..:~nse projects such as Kootenai Falls (Montana), Raystown
(Pennsylvania), and Black Bea1-:-Lake (Alaska). Responsible
for management of the St. Joseph's River Project (Michi-
gan, Indiana), Bethel (Alaska) Energy Development Study and
Stront.ia Springs (Colorado) Hydropower Project.
• Carried out fisheries and aquatic impact assessment studies
including experimental fishing and water quality analysis
programs for the Sogomoso Projec~ (Colombia), Uribante-
Caparo Project (Venezuela), Lower Caroni Project (Venezue-
la), San Lorenzo Project (El Salvador), Yacyreta and Corpus
projects (Argentina and Farag uay) •
• Participated in design of fish passage facilities and lab-
oratory facilities to be included in both the Yacyreta and
Corpus projects.
•
•
•
•
Lead Environmental Scientist for the South Park, Colorado
Reservoir Project (Colorado). Directed water quality,
fisheries, benthos and in-stream flow studies on Tarryall
Creek, site of a proposed 60,000 acre foot storage reser-
voir to supply the City of Thornton's future water needs.
Assisted client at agency and public meetings.
Supervised preparation of on environmental report for the
Bureau of Reclamation on the riverine ecosystems affected
by the Garrison Diversion Unit Irrigation Project!' North
Dakota. Studies focused on impacts of diversion water on
terrestrial and aquatic biota, and environmental quality of
the receiving streams.
Supervised the preparat.ion of an environmental assessment
report for the 80,000-acre Lake Andes-Wagner Irrigation
Dev~lopment, South Dakota. Evaluated project impacts on
terr~strial, aquatic and recreation resources and made
reconunendations .for mitigating.
Project Manager for the preparation of a t~chnical review
of the u.s. Fish and Wildlife Servicees impact and mitiga-
tion studies for the Garrison Diversion Project. Review
comprised assessment of the project'S impacts on wetlands,
waterfowl and native and introduced fish species.
JM'IES H. THRALL -3-
Internal Review Board -Environmental
,(
• Project ~Ianager for the prepa::ation of a technical review
of the International Joint Commission's report on the Gar:,-;
rison Diversion Unit. Supervised the technical review \,
report' for the Garrison Conservancy District and presented
testimony at public hearings held by the International
Joint Commission in North Dakota.
• Helped prepare a special report for the Ohio-Kentucky-In-
dina Regional Planning Commission (Section 208 of the
Federal Water Pollution Control Act) on the areawide waste-
water management planning and aquatic resources ..
1972 to 1974: Fisheries Biologist, Peace Corps, Smithsonian
Institute Environmental Program. Worked with the urnstituto de
Desarrollo de los Recursos Naturales Renovables" (Colombia),
to develop a fish culture program. Engagea in studies of a
fresh-water fish, the Sabaleta/(Brycon henni), doing research on
its life history and basic ecology. Made li~nological studies
of El Penal reservo;i.r and on the Por~e River, Colombia. Adviso:~:
to the staff of INDERENA (a Colombian conservation agency) in '
the planning of fish culture stations and future fisheries re-
search projects.
1964 to 1966: Assistant Professor and Lectur~r, Institute of
filed J.Cal Technology ~n IVlinneapol is, fvlJ.nneso ta ..
Client References:
Project Name: Boundary Hydroelectric Project
Seattle Department of Lignting
1015 Third Avenue
Seatt.le, WA 98104
Mr. Dean Sunquist
(206) 625-3056
;6) -
Job Title:
Wdtk Location:
Education:
Special
Qualifications:
Professional
Registration:
Parent Company:
STEPHEN 0. SIMMONS
Internal Review Board and Transition Team -
FERC Licensing -Environmental -
Bellevue /Anchorage
University of Michigan B.S.-Natural
Resf'urces: 1967
University of Michigan B.S. -
Forestry: 1967
University of lUaska -Field Studies In
Alaska Ecological Systems: 1977 (credit)
FERC Expert Witness Testimony -2100 MW
Bath County Project
None
Ebasco Services Incorporated
Experience and Qualifications Relevant to the Susitna Project
January 1979 to Present: Presently Manager of Energy ·and Re-
sources Planning in the Bellevue 1 Washington office of En\riro-
sphere Company, a Division of Ebasco Services Incorporated. Mr.
Simmons has overall responsibility for consulting services of-
fered in the fi-~lds of water resources, energy systems planning,
air quality/meteorology, economics and resource planning. Stud-
ies in support of the regulatory and licensing objectiyes of
Ebasco clients are accomplished under the direct supervision of
Mr., Simmons.
• Project Manager for execution of studies which were neces-
sary to identify Railbel t Electric Po\ver Alternatives in
support of the Battelle-Northwest studies leading to the
development of energy plans to serve the Railbelt region of
Alaska. Detailed evaluations were made of the engineering,
economic and environmental feasibility of delivering power
to Railbelt region utilities utilizing six major power
supply options: hydroelectric (Chakacharnna, Browne), wind
(Delta Junction), combined-cycle, combustion turbines (Be-
luga), coal-fired (Healy, Beluga), and biomass.
• Previously served as Project Manager on a study of small-
scale hydroelectric resources in the Aleutian Islands,
STEPHEN 0. SIMMONS -2-
Internal Revie~v Board and Transition Team -
FERC Licensing -Environmental
Alaska Peninsula, and Kodiak Island conducted for the Alas-
ka District Corps of Engineers. Project responsibilities
involved the development of load and energy forecasts and
environmentQ.l analysis nece~sary to identify project im-
pacts at the r~connaissance levelo
• Manager of Energy and Resources Planning, has had overall.
production responsibility for the develbpment of an Exhibit
E for the Sandy Creek Project of Puget Sound Power &Light.
~1r. 'Simmons was responsible for providing production staff
and technical re~Tiew of the documents used by the client in
support of their license application.
• Presently serves as a member of the technical review board
for environmental studies on the Grant Lake Hydroelectric
Project and the Kake-Petersburg Transmission Line feasibil-
ity studies being conductea for the Alaska Power Authority.
He is responsible in this position for the review of en-
vironmental study design, evaluation of work products, and
study quality assurance for work being accomplished in the
environmental disciplines.
January 1968 to January 1979: Mr. Simmons served on the staff
of Harza Engineering Company for eleven years, specializing in
the development of FERC license applications, water resources
projects, environmental evaluations, and land use and recreation
studies. He ser~.red as Acting Project Manager for the develop-
ment of an FERC license application for the 150-MW Kootenai
River Hydroelectric Projecto He was responsible for preparation
of the License Application documents as well as the conduct of
meetings involving state and federal resource management agen-
cies, public coordination and responses to public inquiries.
• Presented expert witness testimony before the Federal Power
Commission (1975) on Exhibit R leading to the successful
licensing of the 2100 MW Bath County Hydroelectric Project.
Testimony included expert opinion on land use, recreation
facilities proposed by the applicant, potential use of such
facilities, and the impact of the project on state and
federal facilities surrounding the pr6ject~
• Participated in the design and construction phase where
detailed design included preparation of plans and specifi-
cations for all public use facilities.
;ll!tla .. ' {;"":< J
STEPHEN 0. SIMMONS -3-
Inter;nal Review Board and Transition Team -
FERC Licensing -Env.ironiner1tal
!','
Client Refer~rices:
Project Name: Railbelt Electric Power Alternatives Study
Jeff King
Battelle Northwest
P.O. Box 999
Richland# Washington 99352
(206) 376-4741
Project Name: Small Hydropower Reconnaissance Survey """
Islands, Alaska Peninsula, Kodiak Island
Loran Baxter
Aleutian
Proj e.ct Name:
Department of the Army
Alaska District, Corps of Engineers
P.O. Box 7002
Anchorage, Alaska 99510
(907) 552-3461
Sand~ Creek Project
Virginia (Howell) Pistorese
Puget Sound Power & Light Company
Puget Power Building
Bellevue, Washington 98009
(206) 454-6363
Project Name: Rake-Petersburg Intertie
Grant Lake Hydroelectric Project
Remy ~vill iams
1-'like Yerkes
Eric Marcheg .tani
Alaska Power Authority
'334 West Fifth Avenue·
Anchorage, Alaska. 99501
(907) 276-0001
Project Name: Kootenai River Hydroelectric Project
James Nordeen
Northern Lights, Inc.
p,o. Box 310
Sandpoint, Idaho 83864
(208} 263-5141
Project Name: Bath County Pumped-Storage Proj~ct
James Hagood
')
~ :
Virginia Electric & Power Company
Richmond, Virginia ~ (804) 771-6103 ..... .I
,,
'· '
li
,/I
;.
\.
TRANSITION TEAM
~(I)
'2 ell ow -:E 1-::l <((I)
a:w Wa: Q..
0
•
Job Title:
Work Location:
Education:
Special
Qualifications:
Professional
Registrations:
Parent CO!t\pany:
JOSEPH L. EHASZ
Internal Review Board and Transition Team -
Geotechnical and Civil
New York /Anchorage
B.S~ Civil Engineering
1963, Rutgers University
M.S. Foundation Engineering
1965, Rutgers University
FERC Expert Witness Testimony on various
hydroelectric license applications. Expert
Witness and Testimonv on various Nuclear ...
Power Plant i Applications and licenses beforE!
the USNRC and at ACRS hearings. Numerous
publications on Civil and Geotechnical Engi-
neering.
Alaska, Arizona, California, Florida,
Georgia, Louisana, Michigo.n, Minnesota, New
Jersey, New York, North Carolina,
Pennsylvania, Texas; Virginia, Washington
and West Virginia. ·
Ebasco Serv~ces Incorporated
Experience and Qualifications Relevant to the Susitna Project:
June 1980 to Presen·t: Presently Chief Consulting Civil !ngineer
in the Corporate Offices of Ebasco in New York City. Mr. Ehasz
is responsible for both the technical and administrative direc-
tion of approximately fifty experienced Professional Engineers
and Registered Geologists. He is responsible to the Vice Presi-
dent for all feasibility and siting studies, advanced engineer-
ing and special problems associated with hydr·oelectric projects
and civil features of all power projects.
In late 1980 Mr. Ehasz led a technical review effort of the Bath
c·ounty PSP for Allegheny Power Corporation. This review was to
assess the project design and construction, as well as a review
of the cost to complete. During the past eighteen months, Mr.
Ehasz has been responsible for technical input and review of
various small hydroelectric studies and projects in Alaska. In
rl ~ :l
JOSEPH L. EHASZ -2-
Internal Review Board and Transitipn Team -
Geotechnical and Civil
particular, the Grant Lake Feasibility & Licensing Project and
the review of the technical requirements and construction of the
Terror Lake Project.
May 1979 _!:.2 June 1980: Chief Design Engineer in the Corporate
Qf.fices of Ebasco in New York. Mr. Ehasz was responsible for
both the technj.cal and administrative direction of approximately
five hundred engineers and designers. He was responsible to the
Vice Preaident o£ Engineering for all civil engineering and
design associated with hydroelectric, fossil and nuclear power
projects.
May 1977 ~May 1979: Assistant Chief Civil Engineer, respons-·
ible for all geotechnical engineering within Ebasco as well as
civil engineering on hydroelectric projects.. As head of the
geotechnical engineering Mr. Ehasz was responsible for the eval-
uation of soils and geologic conditions on all power projects
and established the final design parruneters for various soils
and rock foundations, rock tunnels and powerhouse construction.
June 1973 ~ Ma2'.1977: Supervising Civil Engineer, responsible
for the supervis~on of fifteen to twenty soils engineers and
lead civil engineers on various power projects. ~r. Ehasz per-
sonally was responsible for a unique foundation for a nuclear
power plant in Louisiana. This plant is a 1100 MW nuclear power
plant located about 20 miles upstream from New Orleans. He
evaluated the foundation conditions and was respon~ible for the
final foundation design concept, namely, a "floating founda-
tion ••. This concept was necessary to minimize settle..rnents and
essentially involves balancing the total structure weight with
the weight of the ~oil removed.
During this period Mr. Ehasz also directed the geotechnical
investigations and sup~rvised the civil design of the Davis
Pumped Storage Project, a 1000 l~ Project in West Virginia. He
led an intensive rock mechanics program and evaluation. to eval-
uate the potential for utilizing an underground powerhouse at
the site. He also had given expert testimony in the FERC Licen-
sing hearings for the Project.
June 1965 to June 1973: Civil Engineer responsible for various
hydroelectric project features. Of particular mention with
respect to large hydroelectric projects is the foundation relat-
ed work on two large hydroelec~ric projects in Turkey. The
first project was the Gokcekaya Hydroelectric Project which .'~
involved a 500 ft high thin arch dam and 360 MW powerhouse. The 1P
JOSEPH L. EHASZ -3-
Internal Review Board and Transition Team -
Geotechnical and Civil
stress conditions were analyzed and the stability analysis was
performed which dictated the various fault excavation and treat-
ment beneath the arch dam and thrust blocks. An instrumentation
program to monitor the dam and foundation program to monitor the
dam and fo\lndation performance was also developed.
The other project was the Keban Dam and Hydroelectric Develop-
ment in east.ern Turkey. The Project involved a 680 ft high
~arth and rockfill dam, a 3SO foot high concrete gravity dam at
tne intax'e area and a large spillway. The major problem at the
Project was the Karstic limestone foundation. He evaluated the
foundation conditions along and beneath the dam and cutoff. Mr.
Ehasz performed various stability analyses for the rockfill dam
as well as the large gravity darn and spillway. He designed the
instrumentation system to monitor the perfonnance of the rock-
fill dam and the seepage and groundwater conditions throughc1ut
the damsite area. During the five years of his association '\trith
these two Projects he made 18 trips to Turkey to establish the
actual field conditions and adapt the design to the actual
~~ foundations~ Mr. Ehasz worked with our Resident Engineers and
J Geologists on. the site to complete the Project. Both Projects
have been operating succes~£ully since 1975.
During this period Mr. Erasz also was the responsible geotechni-
cal engineer on the construction of the Ludington Pumped Storage
, Project. He was instrumental during construction in solving
difficult geotechnical construction problems and has led the
efforts in monitoring the upper reservoir during first filling.
The instrumentation of this Project is unique in that it is ·one
of the few, if not the only, large reservoir where the actual
seepage can be ·measured and r~lated to the design conditions.
Client References:
Project Name: Bath County Project 'Review
Mr. Ralph Haffner
Director, Power Engineering
Allegheny Pdwer System/BuJ;k Power Supply
800 Cabin Hill Drive
Greensburg, Pennsylvania 15601
412/838-6761
JOSEPH L. EHASZ -4-
Internal Review Board and Transition Team -
Geotechnical· and Civil
; -
Mr. Richard Sequin
Plant Manager
Ludington Pumped Storage Plant
RR #1, South Lake Shore Drive
Ludington, Michigan 49431
616/845-6264
~.·
Keban & Gokcekaya Hydroelectric Projects
Mr. Refik Akarun
Devlet Su Isleri·
Bakanlikar, Ankara, 'J''&irkey
Ankara .... 90-41 .... 18-1100
Davis Pumped Storage Project
Mr. Ralph Haffner
Director, Power Engineering
Allegheny Power System/Bulk Power Supply
800 Cabin Hill Drive
Greensburg, Pennsylvania 15601
412/838-6761
Waterford N.uclear PO\V'er ,Station
Mr. David Lester, Plant Superintendent
Louisiana Power & Light Company
P. O. Box "B"
Killona, Louisiana 70066
504/467-8211
•
Job Title:
;(
\·. ,•·:
work Location:.
Education:
Special
Qualifications:
Professional
Registration:
Parent Company:
RICHARD L. MEAGHER
Internal Review Board and Transition
Team -Planning Engineer, Licensing
Anchorage /Chicago
-.
~~chelor of Science in Civil Engineering
1956, Unive~sity of Notre Dame
Twenty-·six years of intensive and extensive
hydroelectric experience
Illinois and Virginia .
Harza Engineering Company
Experience and Qualifications Relevant to the Susitnc:t ~ject:
October 1981 to Pre.sent: Manager, Alaska Operations: Respons-
ibilities include management of Harza assignments and business
development in Alaska. Project Managers report to Mr. Meagher
to demonstrate that projects are being performed on schedule,
within budget, and in a manner that is satisfactory to clients.
Projects include:
\
• Black.· ;-''~.ir Lake - a 6.0 MW hydroelectric project for which
Harza . ""'s prepared the FERC License Application and Feasi-
bility Report and is now engaged in the project design
phase}'
• Chester Lake - a 2.5 MW hydroelectric .i.Jroject for which
Harza has prepared the Feasibility Report and;
• Bethel ~xea Power Plan which is a prefeasibility study of
the most favorable power supply system for Bethel and the
surrounding villa~es.
• Responsibii.ties also include completion of Project Mal1a-
ger's assignment of the 22.5 MW El Nisp~ro Hydroelectric
Project in Honduras, under cons·t.ruction, and scheduled for
operation in August, 1982.
November 1972 to October 1981: Head 9.£ the Water ~ Energy
Plannin9 ~Design Department: Directed the work of engineers,
resource specialists, and drafters in planning .water and power
RICHARD L.. MEAGHER
Internal Review Board and
Transition Team -Planning
Engineer, Licensing
-2-
J:.'~sources. Studies include master plans as well as prefeasibi-
Iity, feasibility and FERC License Application of projects.
Evaluations are bas.ed on engineering 1 environmental, economic 1
and financial considerations. Also directed two civil design
sections involved in the design of small hyciroelectric and water
resource. projects, and one section responsible for the detailed
hydraulic design for all Harza projects. Major project assig~
rnents within the department include:
• Hydraulic Design
Guri Hydroelectric Project 10,000 ~M in Venezuela
Hydraulic Design
Yacyreta Hydroelectric Project . 4,000 ~J in Argentina
Hydraulic Design
• Feasibility & Design
Maqarl.n Water Supply 2nd Irrigation Project in Jordan Fea-
sibility and Design
• Prefeasibility
Lower Caroni Hydroelectric
Developrnant 7,000 MW in Venezuela
Pre feasibility
• FERC License Applications were completed for the. following
projects:
Rays town
Kootenai
Boundary
Black Bear Lake
20 MW in Pennsylvania
144 MW in ~ontana
392 MW in Washington
(License Amendment)
6 MW in Alaska
January !J77 to MQ£tober 1978: Assistant Head of the Resources
Development Department: Provided direction and review for plan-
ning studies-on river development and pumped-storage projects.
Project Manager fo~· prefeasibility and feasibility stQdies of
the Remolino and El Nispero Hydroelectric Projects, the
Quimistan Irrigation Project, and the Sula Valley Flood Control
Master Plan, all in Honduras.
RICHARD L. MEAGHER
Internal Review Board and
Transition Team -Planning
Engineer, Licensing
-3-
• Project Manager for the Feasibility study and FERC License
Application for Brumley Gap Pumped-Storage Project in Vir-
gi~~,i.a. The project can provide more than 3, 000 ~lW generat-
ing capacity, which is currently inactivt~ because of legal
action concerning land access.
October 1972 to December 19'76: Sec·tion Head for Power Resource
Planning: Provided direction for power project planning st1.1dies
and reports. These studies included preliminary planning, fea-.
sibility and FPC License Applications. The projectp included
gpnventional hydroelectric and pumped-storage projects and the
expansion o£ conventional hydroelectric projects. Project Mana-
ger assignments include:
• Prefeasibility study
in eastern Honduras.
a total installat_ion
ger for the planning
Chirnbo in Ecuador.
to determine hydroelectric potential
The inventory involved 14 sites with
of about 1700 ~~. Also Project Mana-
of a 450 MW development on the Rio
• The 1500 MW Rio Patia Project and the Betania Project with
500 MW power installation and 20,000 hae~ of· irrigation,
both-in Colombia.
October 1967 to October 1972: Project Engineer for power plan-
n~ng. Responsible for supervision of a· group prepar:trig apprais-
al and feasibility studies and reports on hydroelectric power
projects. Project Engineer for a prefeasibility study of t:he
Patia .River Basin in southwest Columbia to determine the most
favor&r.le hydroelectric power development. The potential deve-
lopment would be about 3,000 WN.
• Project. Engineer for three other planning s1tudies. The
first study recommended a plan of development for a reach
of the Rio Grande in Bolivia about 350 km long with a fall
of about 1,000 km. The study identified nine potentlal
hydroelectric project s.ites with a total installed capacit.y
of 3,000 MW. The second study was for a prefeasibility
report to evaluate two small hydroelectric projects in
southern Bolivia whi.ch could serve a community with a popu-
lation of about 30,000. The third study was a feasibility
report for the Hr.auneyjafoss Project in Iceland which can
serve expected growth :~n industrial load_, The proj ec't; will
have an installed capat:::!i ty of 210 MW.
t RICHARD L e r.1EAGHER
Internal Review Board and
-"rransi tion Team -Planning
Engineer, Licensing
-4-
• Project Engineer during the planning phase of the R~o
Caroni hydroelectric development irt Venezuela involving
four sites with i?.n :initial potential of about 15, 000 Ml'T.
Supel:vised planning studies aimed at: appraising the over-
al1 development, and determining the technical and economic
feasibility of a program for staged expansion at the Gu.ri
and Macagua sites which have been partially developed.
Octooer 19£7 to October 1972: Project Engineer: During the
feasibility phase of two major river projects in Iran: the
Gotvand Project which provides 40,000 ha. of agricultural land
with an irrigation and drainage system and the Reza Shah Kabir
Project which has a 200 m arch dam and 1,000 MW power plant ..
• Lead Engineer during the design phase of the Reza Shah
Kabir. Project and supervised the design of the spillt-.ray
structure and the river diversion and access facilities.
Also provided liaison between the owner and the architec-
tural firm that prepared contract drawings for the opera-
tors village.
October 1962 to Octc.ber 1967: Senior Engineer: Duties included
supervision of planning studies and writing reports for river
development projects. These i~ncluded the feasibility study of a
90 MW Finchaa Project in Ethinpia and an appraisal study of the
I<arun River multipurpose development in Iran to detennine the
overall plan of development and the most favorable projects for
initial construction. Pull development will include over 5,000
MW o£ power, 140,000 ha. of irrigatf;;!d agriculture and flood
control.
• Also perfonned and supervised deeign work and prepara.tion
of construction drawings for the initial Guri powerhouse
and other major structu;r.;·es for hydroelectric projects.
Noverr~er 1958 to October 1962: Design Engineer: Duties includ-
ed: Making design.~ and drawi.ngs for various components of
hydroelectric and watar control projects. The work involved
powerhouses, outlet works, tunnels, spl.llways, and retaining
walls. Projects included Canaveral (28 NW) in Honduras,
Markland (81 MW) on Ohio River; and Summersville Flood Control
in West Virginia.
June .!_956 .:!:,!2 November !_9~~.: }?lanning Ens_!neer: Duties includ-
ed: Preliminary design studies, prject layouts, power produc-
tion, hydraulic and hydrologic studies, and economic analyses.
--~ . ' ~
. )
RICHARD L. MEAGHER
Internal Review· Board and
T~ansition Team -Planning
Enginee;r, Licensing
-5-
Client References:
.
Project Name:
Guri _
CVG-Elect.rificacion Del Caroni, C.A. ·
Direccion Obras de Guri
Apartado No. 62413
Caracas, Venezuela
Dr. Luis Del Rio
Tel. 011 + 582 + 921155
Black Bear Lake
·Alaska Power ~uthority
334 West Fifth Ave.
Anchorage, Alaska 99501
Mr .. Brent Petrie
907/276-ooql
Job Title:
Work Location:
Education:
Special
Qualifications:
Professional
Registration:
Parent Company:
STEPHEN 0.. SI!JlMONS
Internal Review Board and Transition Team -
FERC Licensing -Environmental ·
Bellevue /Anchorage
.
Ur.£iversity of Michigan B.s.-. Natural
Resources: 1967
University of Michigan B.S. -
Forestry: 1967
University of ~aska -Field Studies In
Alaska Ecological Systems: 1977 {credit)
FERC Expert Witness Testimony -2100 MW
Bath County Project
None
Ebasco Services Incorporated
Experience and Qualifications Relevant to the Susitna Project
Janu~ry 1979 to Present: Presently Manager of Energy and Re-
souices Planning 1n the Bellevue, Washington office of Enviro-
sphere Company, a Division of Ebasco Services Incorporated. Mr.
Simmons has overall responsibility for consulting services of-
fered in the fields of water resources, energy systems planning,
air quality/meteorology, economics and resource planning. Stud-
ies in support of the regulatory and licensing obj.e<;Jtives of
Ebas.co clients are accomplished unde:r: the direct supervision of
Mr. Simmons.
• Project Manager for execution of studies which were neces-
sary to identif.y Railbel t Electric PO\"ler Alternatives in
support of the Battelle-Northwest studies leading to the
development of energy plans to serve the Railbelt region of
Alaska. Detailed evaluatio0s were made of the engineering,
economic and environmental feasibility of delivering power
to Railbelt region utilit;ies utilizing six major power
supply options: hydroelectric (Chakachamna, Browne), wind
(Delta Junction), combined-cycle, combustion turbines (Be-
luga), coal-fired (Healy, Beluga), and biomass.
• Previously served as Project Manager on a study of small-
scale hydroelectric resources in the Aleutian Islands,
STEPHEN O. SIMMONS -2-
Internal Review Board a1t~l Transition Team -
FERC Licensing -Environmental
1\laska Peninsula, and Kodiak Island conducted for the Alas-
ka District Corps of Engineerso Project responsibilities
involved the development of load and energy 1£orecasts and
environmental analysis necessary to identify project im-
pacts at the reconnaissance level.
• Manager or Energy and Resources Planning, has had overall
production responsibility for the development of an Exhibit
E for the Sandy Creek Project of Puget Sound Power &Light.
Mr. Simmons was responsible for providing production staff
and technical review of the documents used.by the client in
support of their license application.
• Presently serves as a m~mber of tha technical review board
fo;r environmental studies on the Grant Lake HyC.troelectric
Project and the Kake-Petersburg Transmission Line feasibil-
ity studies being conducted for the Alaska Power Authority.
He is responsible in this position for the review of en-
vironmental study design, evaluation of work products, and
study quality assurance for work being accomplished in the
environmental disciplinesu
January 1968 to January 1979: Mr •. Simmons served on the staff
of Harza Engineering Company for eleven years, sp~cializing in
the development of FERC license applicationsf water resources
projects, environmental evaluations, and land use and recreation
studies. He s.erved as Acting Project I•lanager for tli.e develop-
ment of an FERC license application for the 150-MW Kootenai ·
River Hydroelectric Project. He was responsible for preparation
of the ~icense Application documents as well as the conduct of
meetings involving state and federal resource management agen-
cies, public coordination and responses to public inquiries. .
• Presented expert witness testimony before the:Federal Power=
Commission (1975) on Exhibit R leading to the successful
licensing of the 2100 MW Bath County Hydroelectric Project.
Testimony included expert opinion on land use, recreation
facilities proposed by the applicant, potential use of such:
facilities, and the impact of the project on state and
federal facil i ti~s sur1:'oundin9 the project.
• Participated in the dt>sign and construction phas·e where
detailed design included preparation of plans and specifi-
cations for all public use facilities.
.... · '"., STEPHEN 0. SIMMONS · -3-
Internal Review Board and Tran§ition Team -
FERC Licensing.-Environmental·.·· ...
Client References:
Project Name: Bailbelt Electt;ic Power Alternatives Study
Jeff King
Battelle Northwest
P~O. Box 999
Richland, Washington 99352
(20f) 376-4741
Project Name: Small Hydropower Reconnaiss·~nce Survey -Aleutian
Islands, Alaska Peninsula, Kodiak Island
Lora1~ Baxter
Depar·:ment of the Army
Alaska District, Corps of Engineers
P.O. Box 7002
Anchorage, Alaska 99510
( 907) 552-3461 .
Project Name: Sandy Creek Project
Virginia (Howell} Pistorese
Puget Sound Power & Light Company
Puget Power Building
aellevue, Washington 98009
( 206) 454-63 63 .
Project Name: Kake-Petersburg Intertie
Grant Lake Hydroelectric Project
Remy Williams
Mike Yerkes
Eric l-1archeg iani
Alaska Power Authority
334 West Fifth Avenue
Anchorage, Alaska 99501
(907) 276-0001
Project Name: Kootenai River Hydroelectric Project ·
James Nordeen
Northern Lights, Inc.
Pit Or1 BoX 310
Sandpoint, Idaho 83864
(208) 263-5141
Project Name: Bath County Pumped-Stora~;e Project
James Hagood
Virginia Electric & Power Company
Richmond, Virginia
(804) 771-6103
ASSIGNMENT OF HARZA-EBASCO JOINT
VENTURE PERSONNEL TO THE
SUSITNA HYDROELECTRI·~ PROJECT
RESUMESY
Project Position -. ' ··-=--Individual Assigned
Engineering_ Operations
Project Studies & Design
Ivlanager N.M. Hernandez
Geotechnical Exploration
Program N. R. Til ford, M?.nager
Instrmnentation &
Testing M.S. Temchin, Lead
R.K. Dodds
Cold Regions Specialist D.Lo Miller
Soils Exploration
3nd Testing
Field Geotechnical
Engineer
P.S. Ford, Lead
L .. G. Emerson
A.P. Wulff
Program Director J.M. England
Program Manager R.W. Christensen
Field Manager S.A. Johnson
Drilling Superintendent D.N. Spansgle
Laboratory Director L.E. Lewis
Anchorage Laboratory J.D. Hobbs
Rock In-Situ Tests R. E. Hedgecock, Lead
R.K. Dodos
H. S. Kelsay Senior Rock Mechanics F.s. Shuri
Specialist '
Field Geologis·t A .. H. Stukey
Rock Drilling & Test
Grouting G.D. Johnson, Lead
Field Geologist D.A. Frey
1/ Resumes. are presented in alphabetical order.
-1-
Location
Anchorage
·Anchorage
Anchbrage
Anchorage
Ancnorage.
Anchorage
Anchorage
Anchorage
Anchorage
Anchorage
Anchorage
Anchorage
Novato, Ca
Anchorage
Anchorage
Anchorage
Anchorage
Anchorage
Anchorage
Anchorage
Anchorage
{cont'd)
Supporting Exploration
Services
Geologic Mapping
Senior Field
Geologist
Field Geologist
Surface Geophysical and
Do\vn-hole Surveys
Groundwater
Non-Technical Project
Features Management
Project Control
Costs
Projept Planning
Logistics
Bellevue Office
Engineering
Geologist
Senior Geologist
Geotechnical
Engineer
Senior Geotechnical
Engineer
Senior Rock Mechanics
Engineer
Senior Engineer -
Dam Design
Senior Engineer -
Geotechnical Engineer
Civil/Structural
Engineer
Senior Engineer -
Design Analysis
Senior Engineer -
Structural Steel
Principal Engineer -
Analysis/Design
Individual Ass~gned
R.A. Paige
F.G. Snider
A.H. Stukey
N.B. Holst
E.W. Scarlett
J.S. NElson
z .A. Saleem
R.P. Kewer
W.R. Turner, Manager
M.P. Finnegan
J.A. Cook
R.K. Carter
D.M. Jezek
D. Ruotolo, Manager
R.A. Acker, Lead
R.P. Kewer
C.D. Craddock, Lead
K.L. Wong
H.H. Mac Pherson
M. Pavone
P.K. Liu
A. Custin
J. Straubergs, Lead
G.C .. Antonopoulos
M. Akag i
S ,N. Goyal
-2-
Location
Anchorage
Anchorage
Anchorage
Anchorage
Anchorage
Anchorage
Anchorage
Anchorage
Anchorage
Anchorage
Anchorage
Anchorage
Anchorage
Bellevue
Bellevue
Bellevue
Bellevue
Bellevue
Bellevue
Bellevue
Bellevue
Bellevue
Bellevue
Bellevue
Bellevue
Bellevue
~)
?reject Position
(cont'd)
Principal Engineer -
An~lysis/Design
Hydraulic Engineer
Senior Engineer -
Senior Engineer -
Hydraulics
Mechanical
Engineer· .
Gates and floists
Specialist
Hydraulic Machinery
Electrical
Engineer
Senior Engineer
Systems Engineer
Power Systems
Engineer
Support Services
Engineer
Specifications
Specialist
Value Engineering
Hydroelectric Projects
Electrical Design
Mechanical Design
Architecture
Civil Design
Individual Assigned
G.E. Ellis
H.w. Coleman, Lead
s.. Khondker, Lead
G.J. Gemperline
R. S. Burkhart, Lead
u. Vitals
D.K. Smith
J.J. Quinn, Lead
D.V. Undevia
G. Scheel
E. C. Foszcz
J • F. Szablya
R. Vine, Lead
R.B. Styles
W.T. Bristow
M.E. Schuchard
G.H. Post
E.R. Paul
J.R. Fotheringham
Sub-Contract~rs and Consultants -
EBA Engineeri~ Consultants, ~~·
Principal Consultant
Senior Project Engineer
Principal Consultant
-3-
D. w. Hayle)7
W.D. Roggensack
C.T. Hwang
Location ----
,Bellevue
Bella;f'ue
Bellevue
, J:3E-1levue
Bellevue
Bellevue
Bellevue
Bellevue
Be.llevue
Bellavue
Bellevue
Bellevue
Bellevue
Bellevue
Edmonton,
Alberta
Edmonton,
Alberta
Edmonton,
Alberta
J
l[
I
1\
Projec~ Position Individual Assigned
(cant' d.)
$ngineering Geologist
Manager, Alaska
CIRI-/H&N
Consultants
Photointerpretation
General Dam Design
Rock Mechet."lics
Cold Regibns Constructability
Cold Regions Geotechnical
Engineering
Arctic Engineering
Dynamic Analysis
Instrumentation
Seismic Review
Aesthetic Resources
IV. Horne Office Support
Coordinator of Geotechnical
Analyses
Static and Dynamic Specialist
Analysis of Dam
Seepage Analysis
Finite Element Analysis
Coordinator of Hydraulic
Analyses
Spillways
Power Tunnel
River St.udi
Conununi ca tiL."ilS
Turbines
Systems Studies
Seismology
Seismology
Power Systems
-4-
K .. O .. Stangl
A. Mahmood
R.A. Kreig
R.B. Peck
A.S. Hendron
R.W. Martin
E.
W.G.
M .. L ..
J.
c.
R.F.
Lobacz
Nelson
Silver
Dunnicliff
Allen
Scheele
D .. E. Kleiner
P.P. Martin
R.D. Huang
C.Y. Wei
C.H. Yeh
F.G. De Fazio
C.Y. Lin
T.H. Hsu
J.E. Lindell
R.L. Kuntzendorf
R.W. Fazalare
P.J. Donalek
u. Chandra
J.J. Healey
R. S • t-:teredi th
Location
E.dmo:nton,
Alberta
Anchorage
Chicago
Chicago
Chicago
Chicago
Chicago
Chicago
Chi ca. go
Chicago
Chicago
Chicago
Chicago
Chicago
Greensburg,
NC
New York
New York
-
'i
--·--~~-···-·--·L ... : .. ..:.._ ............. -----·-.... --------·-····-----·--·----·· ···-·--·------·-·--·----· ··:~~-----------·---------------" ~
-
ENGINEERING OPERATIONS ::
IJjJlJAsJJJ!~~~
_J
•
••
~·~ ' '
Job Title:
Location:
Education:
Special
Qualification:
Professional
Registration:
Parent Company:
RICHARD C. ACKER
Lead Geologist
Bellevue
Master of Science in Geology
1950, Brown University
Bachelor of Arts in Geology
1947; Williams College
Major participant -TARP
Corps of Engineers special studies of
foundations in permafrost
Registered Professional Geologist -
California
Registered Engineering Geologist -
California
Harza Engineering Company
Ex.E_erience and Qualifications Relevant to the Susl tna Project:
November 1973 to Date: Head, Geolog~ Section, Geotechnical
Department. Direct~geologlc invest~gatlons whlch compr~se core
borings; in-hole permeability testing; down-hole geophysical
surveys; surface geophysical surveys; exploratory adits; in-
situ tests in adits, chambers, and boreholes; hyd~ogeo-
logic exploration; and seismic test evaluation for many of the
Comp~1ny 's ·major projects.
• Rockfill Dame~" Patia site 405, Colombia; feasibility
investlgations for 840 ft. high rockfill dam. Nader Shah
Dam, Iran; feasibility and design investigations, for 480
ft. high rockfill dam and preparation of contract
documents. Sogamoso Project, Colombia; feasibility
investigations for 945 ft. high rockfill dam. Maqarin
Project, Jordan; feasibilitiy and design investigations
for 495 ft. high rockfill dam and preparation of contract
documents. La Honda Dam, Venezuela; feasibility and design
investigations for 390 ft. high rockfill dam and
preparation of contract documents. Project under con-
struction.
• Arch Dams. Reza Shah Kabir Arch Dam, Iran; feasibility and
design 1nvestigations for 600 ft. high dam, preparation of
•
•
RICHARD C. ACKER
Lead Geologist
-3-
water development projects; report wr~ting; and technical
assistance to Pakistan field staff.
.
February 196~ ~ August 19~&: Princip~ Geologist and Chie~,
Geology and Materials Branch, Harza En.g~ne~-·t.ing Company Inter-
national, Lahore, Pakistan" Projects incl,...Jled Karachi !rriga-
tion Project, Hub Dam (Earth); Khanpur Irrigation Project,
Khanpur Dam (Earth); Gomal Irrigation and Hydro Project,
Khajure Kach Dam (Gravity); Kachhi Plains (Sibi-Jhatpat)
Projects; Kabul-Swat-Chitral Basin Reconnaissance Report;
Tarbela Dam Project (Rockfill); Central. Aggregate Contract, IBP
Geological Investigation (mapping and report of Bulland Hill
Quarryj; Chasma Barrage Project; and Mangla Dam Project
(Earth). ·
November 1:.95.§. to February 1962: Distric~ _§eo1ogist and Assis-
tant to Chief. ti. S. Corps of Eng ~neers, New York, New York 1
Pavfn9"7 Foundations and i~aterials Branch. Responsibilities
included all geologic work relative to siting 1 foundation and
materials investigations, design, construction and maintenance
of s-tructures, paving and water supply for nine military
airfields and a widespread radar/communications network •
Preparation and review of geologic reports, foundation designs
and contract documents. Special studies of fc.lundat_ions in
permafrost. Surveillance of foundation work, aggregate and
quarry control during construction. Projects included DEW line,
Southeast Extension; DEW line, Eastward Extension; NI~E sites,
Thule,, Greenland; Ballistic ~Iis.isile Early Warning Site (BMEWS) 1
Thule; Ballistic Missile Early Warning Site ( BMEWS), f\~aska.
November 1950 to November 1956: District Geologist, u. s. Corps
Of Engin'eers 1 Bal t~more, Maryland. -
~ptembe~. 1947 ~ Febr~lary yso: Graduate ·reach:ing_J\_ssi.stant.
Brown Un~vers~ty, Prov1dence, Rhode Island.
Ju11.~ .!:2 §..eptember ~948~ Geol<?SJical Assistant to Mine Superin-
tendent, R. T. Vanderbll t 1 In<::., Ralmat, New York.
Augustl945 ~.2. November }~2..4?: .£;,9logif?_t, u.s. Corps of.
Engineers, Ft. Belva~~'. V1rg1n1a. ·
Technical Papers: "Rock. Mechanics Studies for Mossyrock Arch
Dam, 1' w.i th D. E. Kleiner, ASCE 1 Po\1/er Jour-
nal, January 1971.
"Foundation and Abutment Treatment for High
Rockfill Dams," with Jack c. Jones, ASCE
Journal Soil Mechanics and Foundations Divi-
• sian, October 1972.
RICHARD C. ACKER
Lead Geologist
-2-
•
contract documents and construction surveillance. P1:-oj ect
operating. Strontia Springs Arch Dam, Colo~ado)
feasibility and design investigations for 300 ft. high
dam, preparation of contract documents and surveillance
during construction. Project complete October, 1982.
Southpark Reservoir Project, Coloratia; prefeasibility and
feasibility investigations for 210 ft. high arch dam.
Unde~ground Projects. TARP Project, Chicago; feasibility
inv~~t1gat1ons for 120 mile long tunnel and reservoir
con1.t;Jlex. Geologic monitoring dt1ring construction nearly
completed of initial 21.5 mile mainstream segment.
Includes tunnels 20 to 35 ft. in diameter and underground
pumping chambers 63 ft. wide, 213 ft. long and 105 ft.
high. Blue Mountain Watet:' Supply Projf~ct, Jamaica;
prefeasibility investigations for 29 mile long tunnel and
reset:"voir complex. Feasib1\lity investigations for initial
10 mile tunnel reach. Mt. Hope !?reject, New Jersey;
geologic studies for planning development of an
underground hydro or compressed air energy storage facility
utilizing existing deep mine openings. N<)rthwestern
Illinois ProjeotJ prefeasibility investigations including
three deep core borings (to 5500 ft.) and exter~sive bore-
hole in-situ tests for pott:ntial 2000 Mvt -· 3000 HW under-
ground hydro development.
June 1967 to November 1973: Hea~, .9eology Department:, ~
technTCil Division.
Major projects cor•::>leted by the department included Reza Shah
Kabir Dam, Iran (feasibility and design inv(~stigation and
studies o£ 650-foot high arch dam)~ St. Lawrence Basin Appraisal
Studies (18 damsites); Rio Grande River Basin, Bolivia (damsite
appraisal studies)p Blue Mountains Wate~ Supply Project, Jamaica
(appraisal and feasibility studies for diversioq d~ms and 29
mile tunnel complex); Chica~ North Side Rock Tunnel
(feasibility investigat~ons 120 m1le rock tu-'~\ne~ complex);
Patia River Basin, Colombia (appraisal of 28 damsites,
prefeasibility investigation of five damsitesf and feasibility_
study of 850-foot high rockfill dam); Nader Sbah Dam, Iran
(design investigations for 4 80'-foot high rocktiJ:l d::1m); Gavin
Fly Ash Dam and Reservoir (site selection and design studies);
and Foothills Project, Site No •. 3, Colorado (feasibility
---'i" --......, .• . • studies of 265-foot h~gh arch dam).
Ausust 1966 to June 1967: Geologist, Indus Basin Pivision.
Responsibilitfe~ included review of '""geologic investigations and
reports, design drawings and specifications for West Pakistan
(~1,
RICUARD C. ACKER
Lead Geologist
Client References:
Project Name:
;)
-4-
0r_;
t.:_,;:
"Geohydrologic Monitoring, Karun River Pam~
Iran," with J. A. Scoville and M. 'Saines_,
Proceedings of the Tenth International"
Converence 'On Soil Mechanic.? and Foundation
Engineering. __
TARP ,
The Metropolitan Sanitary
;District of Chicago
!100 E. Erie Strset
Chicago, Illinoi's 606ll
Joseph H. Irons
Ronald A., Neubauer
Frank E •. Dalton
(312) 751-5600
•
•
Job Titl~;
~rork Location:
Education:
Special
Qualifications:
Pro.fessional
Registration:
Parent Company:·
MIKIO A..T<AGI
Senior Engineer -Structural Steel
Bellevue
Bachelor of Science in Architectural
Engineering
1963, University of Illinois
Resident Consultant -Guri
Structural Engineer -Illinois
Harza Engineering Company
Experience ~ Q~~lifications Relevant ~ _!.he Susitna Project:
May 1978 ~Date: Harza Engineering Company, Chicago, Illinois.
Structural Engineer. Civil Bra~'lch. Coordinates engineering and
production work for the power house on the San Lorenzo Project •
October 1974 to May 1978: Harza .Engineering Company, Venezuela.
Resident Consultant for Guri Final Stage Expansion work. Assis-
ted in establishing an office i,n Caracas, Venezuela, and worked
in conjunction<with EDELCA personnel to produce contract and
construction drawings. Extensively involved with all aspects of
the Guri trestle,~ worked with Venezuelan engineering, fabrica-
ting, and construction £inns including shop and on-site inspec-
tions.
January 1974 to October 1974: Harza Engineering Company}' Chica-
go, Illinois.--civil Division·. Senior Engineer designing mis-
cellaneous projects, including the Guri Project.
,JulY. 1971.!2 January 1974: Conso~r, Town~~rtd, and Associates.
Engineer. Structural Division. Senior Engineer designing
structures for wastewater treatment plants. Responsibilities
included preparing and checking design calculations (in struc-
tural steel and concrete), sup~rvision of drafting personnel,
and application of computer programs as a design aid.
September 1965 to July 1971: The Engineers Collaborative Ltd.
Engineer. Structural Division. Senior Engineer designing
struoture~ for commercial, institutional, and industrial pro-
MIKIO AKAGI -2 .....
·SeniorcEngineer-Structural Steel
jects.. Responsibili:t:Les included preparing design calculations,
supervtsion of drafting personnel, checking shop drawings, pre-'
parati-':tln of field reports, and applying computer programs as· a
design\~id. .
Feb;i:"uary 1963 to September 1965: Skidmore, Owings and Merrill,
Engineer. Structural Division. Design E11g.ineer for commercial,
institutional I and indu.strial buildings Q Responsibilities cin-
cluded preparing design calculations (in structural steel and
concrete), supervi,?ion of drafting personnel, checking shop
drawings, preparation of field reports, and applying computer
programs as a design aid.
Client References: --
Project Name: Guri
CVG-Electrificacion Del Caroni, C.A.
Direccion Obras de Guri
Apartado No.. 62413
Caracas, Venezuela
Dr. Luis Del Rio
Tel. 011+582+921155
•\ ::..-'
Job Title:
Work Location:
Education:
Special
Qualifications:
Professional
Registration:
Parent Company:
GEORGE C. ANTONOPOULOS
Senior Engineer -Design Analysis
Bellevue
Master of Science in Civil Engir;:eering
(Structures)
1975, University of Illinois
Bachelor of Science in Civil Engineering
1974, University of Illinoi~
Major participant -Bath County, Guri, TARP
Structural Engineer -Illinois
Professional Engineer -Illinois· and Alabama
Harza Engineering Company
Experience and Qualifications Relevant to th~ susitna Projes~:
October 1979 to Date: Harza Engineerlng Company, Chicago,
Illinois. Lead Structural Engineer, Hydroelectric III Section.
Assist in superv1s~on of the preparation of detailed studies,
desiyn criteria, specifications, reports and drawings for the
civil/structural design of dams, spillways, powerhouses,
penstocks ana other· hydraulic s·tructures • Prepares work plans,
budgets, estimates 1 schedules and progress reports.
Experience Highlights:
Fiv~ ~ Projects
Uribante-Do1.:adas Venezuela: Assisted in the preparation of
the final civil/ structural designs and dralning preparation
of the following:
Spillway and evacuation outlet including; approach walls,
crest structure, emergency generating house, spillway
bridge, chute, flip bu"" :et 1 gate shaft, outlet intake,
portals, outlet tunn~l lining and tailr,'ice.
cutoff wall at the abutment of the dam and foundation
gallery under the darn and instrumentation for the wall and
gallery. Performed studies and alternative designs for the
powertunnel concrete and steel liners (1980 to present)
GEORGE C. ANTONOPOULOS -2~ ..
Senior Engineer -Design Analysis
• Bath County, Pumped Storage Project, Virginia: Design and
drawing preparation of instrumentation for the powerhouse
and drainage tunnels. Drawing preparation for the
powerhouse equipment arrangement (1980).
• El Nispero, Honduras: Design of tbree access bridges.
Assisted Honduran firm in drawing preparation for
powerhouse access brids~. Parametric :studies and final
design of the powertunnel concrete liner (1981-1982).
• Maqarin, Jordan: Final civil/structural design; drawing
preparation and design criteria of the double chute
spillway including; approach walls, crest structures,
underground chu-te tunnels, buckets and access roads (1981-
1982).
• King Talal, Jordan: Final design, drawing preparation,
design criteria and specifications of all st.ructures
related to spillway, pov1ertunnel anq powerhouse (1981-
1982)
June 1975 to October 1979: Harza Engineering Company, Chicago,
Illinois. -structural Design Engineer. Structural Analysis and
Design Section. Analysis and design of advanced structural
problems related to dams, spillways, penstocks, tunnels,
tra.nsmission tow-;rs, substation structures, microwave towers and
other hydraulic related structures using conventional and
computer methods., Developed new computer programs and
coordinated work for drawing production.
Experiex;,ce Highlights:
Five Uam Projects --
• Guri, Venezuela: Stability and l?inite Element Method
analysis of the exis~ing concrete dam, the new dam, and
raising of the existing darn. Concrete design of power
intakes, trunnion block and spillway '\Y"alls. Design and
detail plumb lines instrumentation system (1975-1979).
• Foothills, Colorado: Trial Load and Finite Element f.1ethod
analysis of the double curvature concrete arch dam (1975-
1976) •
•
•
Big Dalton, California: Static and Dynamic computer
reanalysis and evaluation of the 50 year old multiple
concrete arch..,·hollow buttress dam. Assi.sted in prepa:c·atiotl
of the reanalysis report (1976-1977).
smi·th Mountain, Virginia: Finite Element Method analysis
of the steel penstock (1978),
• GEORGE C. ANTONQf>QULOS -3-
Senior Engineer -Design ~nalysis
• San Lorenzo, El Salvador: Design a continuous reinforced
concrete, slab over the entire downstream face of the
rockfill dam (1978).
Two Miscellaneous ~rejects
• Deep Tunnel, Chicago, Illinois: Finite Element Methods
analysis and r.einfdrcement design of several tunnel
sections. Maximum tunnel diam,::ter 40 feet (1977) • 1
• Washington, D.C .• Metro, Wa.shingtcn, D.C.: Designea tha
concrete arch roof for Van-Ness subway station (1978).
Six Transmission Towers, Substations and Microwave Anten.na
PrOjects --.,---
•
•
Cerron Grande, El Salvador: Design and drawing preparation
of transmission towers converted from 69-kV to 115-kV.
Analysis-evaluation and review manufacturer's drawings of a
new 115-kV line transmission towers and substation
structgres (1977-1978).
Mayfield, Washington: Design and dra~·i~,ng preparation of
the 230-kV line transmission towers, al4'1linunl substation
structures and footings (1978).
'·:
• Tarbela, Pakistan: Analysis-evaluation and review of
manufa.cturer' s drawings of the 500-kV line transmission
towers~ Design of tower footings (1978~1979).
Columbia-Wyocena 345-kV Line,· Wisconsin: Reanalysis-
e,raluation of the double circuit ste\=l poles collapsed in
November 1977. Assisted 9n failure i.nvestigation report
(1978)11
• Guri, Venezuela: Design a.nd drawing preparation of fifteen
765-kV double and single circuit transmission towers and
footings for the dam area. Maxirnum double circuit tower
height is 320 feet. Preliminary design of the 800-kV
substation structures for proposal purpc.~ses. Analysis-
evaluation a.nd review of manufacturer• s drawings of the
microwave antenna towers system (1977-1979).
• Antelope Valley, North Dakota: Al'lalysis-evaluation and
review of manufacturer's drawings of one 230-kV line, two
345-kV lines and one 500-kV line transmission towers ..
Design of tower footings (1978-1979),
GEORGE C. MTTONOPOULOS ·-4-
Senior Engineer -Design 1\..:nalysis
September 1974 to June 1~2.:2.~ Attended graduate school at the'
University of Il.linois. Thesis-research: Optimum Cost. Design
o£ Prestressed Concrete Beams and Slabs (1975).
Cl"'ent References: ---------·
Project Name:
Project Name:
Project Name~
TARP
The Metropolitan ,-Sanitary
Chicago
100 E. Erie Street
Chicago, Illinois 60611
. Joseph H. Irons
Ronald A. Neubauer
Frank E. Dalton
312/751-5600
(
District of
Bath County Pumped Storage Project
Virginia Electric and Power Company \,
Powerstation Engineering and Construction P.o. Box 564
Richmond, Virginia 23204
Mr .. J .. M .. Hagood, Jr.
804/771-6103
Guri.
CVG-Electrificacion Del Caroni, C.Jl ••
Direccion Obras de Guri
Apartado No. 62413
Caracas, Venezuela
Dr. Luj.s Del Rio
Tel. 011+582+921155
; 1
Job Title;
Work Location:
Education:
Special
Qua.l if ica tion
Professional
Registration:
Parent Company:
RICHARD S. BURKHART
Lead Mechanical Engineer
Bellevue
Bachelor of Science in Ei~ineering Science
1959, North Central College
Lead Mechanical Engineer Bath Cou~ty
Participated in turbine model tests -Guri
Professional Engineer
and Virginia
Alaska., Texa.s,
Harza Engineering Company
Experience and Qualifications Relevant to the Susitna ~reject:
April 1977 to Date: Harza Engineering Company, Chicago, Illi-
nois. As Sect~on Head, directs the work of a section responsi-
ble for all general mechanical engineering work on hydroelectric
powerstations, diesel and gas turbine installations, pumping
plants, and related projects. Major tasks include preparation
of preliminary and final designs, contract documents and draw-
ings, construction drawings and assistance to ·the field during
construction.
• Lead Mechanical Sngineer for preparation of final designs,
contract documents and contract drawings for the 5100 fviW
Corpus Project, Argentina/Paraguay.
• Lead Mechanical Engineer for preparation of final designs,
procurement specifications and construction drawings for
the 2100-MW Bath County Project, Virginia.
June 1973 to April 1977: Brown & Root, Inc., Hquston, Texas.
DepartmentSen~or Staff EngJ.neer. In responsible charge of all
mechanical. wor.k for the Water Supply and Heavy Civil Engineering
Department. Directed mechanical design for a J.60 cfs pumping ·
station for the Manatee powerplant and reservolr, Florida; an
800 cfs pumping station for the Martin powerplant and reservoir,
FlOrida; a 200 cfs p~1mping station for the Sooner powerplant and
reservoir, Oklahomat a 160 cfs irrigation pumping station on the
Brazos River, Texa.s; and a 1200 cfs pumping station for the
south Texas Nuclear Project, Texas. Served for two years as
Project Ivlanager for the $30,000,000 reservoir and pumping
station for the Martin powerplant, Florida ..
RICHARD S. BURKHART -2-
Lead Mechanical Engineer
December 1972 to Jun~ 1973: Harza Engineering Company, Chicago,
Illinois. Mechanical Department.. Assistant Project Manager for
the Mount Hope Underground Hydroelectric Pumped-Storage project
feasibility studies.. Also responsible for all mechanical/.;work
related to studies of compressed air energy storage for the
Mount Hope project~
AuguEt 1971 to December 1972J Harza Engineering Company,
Ch~cago, Illinois. Head of Systems Analysis Section. In charge
of all electronic computer operations of Harza using-in-house
equipment and a variety of leased computer equipment.
Hay 1970 to August 1971: Harza Engineering Company, Chicago,
Illino~s. -rvlechai1Ica1 Department. Assigned to Hydraulic ~Iachin-m
ery Section and specialized in all aspects of work relating to
hydraulic turbines, governors, and valves. Supervised the field
vibration testing o~ arch dam and penstocks at Smith Mountain
Pumped-Storage project, Virginia in July and August 1970. Par-
ticipated as measurements engineer for turbine model tests of
303,000 mhp Francis turbines for Guri project, Venezuela in
January 1971. Partic.ipated in field testing of electric-hydrau-
lic governors at Rio Lindo project, Honduras in March 1971.
Functicned as assistant project manager for feasibility study
performed for the National Aeronautics and Space Administration
concerning the application of hydraulic turbine drives to a
transonic wind tunnel.
February 1970 to May 1970: Harza Engineering Company, Chicago,
Illinois. Product~on Manager, Computer Section.
August 1968 to February 1970: Harza Engineering Company,
ChJ.cago, IllTi:ioJ.s. Mechanl.cal Departmen,t.. Duties included
preparation of Engineering studies, design memoranda, specifica-
tions, bid evaluations and review of manufacturers drawings for
and shop inspection of hydraulic turbines, governors, and
valves. Participated as mechanical and hydraulics measurements
engineer for turbine and generator acceptance tests and lo~d
rejection tests at Malpaso Powerhouse in Mexico.
February 19 6 8 to ~ugust 19 6 8: Har za Engineering Company 1
Chicago, Illinois. Computer Division. Work included writing of
technical computer programs in Fortran IJanguage.
March 1967 to February 1968: Harza Engineering Company,
Chl.cago, Illinois. Mechanical Department. Duties included
preparation of engineering studies, design memoranda, contract
drawings, and contract documents fo~ the Finchaa and Rio Lindo
projects, Ethiopia and Honduras 1 respecti·tlely. Work covered all
·,;·
)
--~
RICHARD S, BURI<HAnT -3-
Lead Mechq.nical Eng-ineer
mechanical piping systems;---<?-nd auxiliary equipment and>_portions
of the work r(~lating to hydraulic turbines, governors:) valves 1 cranes and hoists.
August 1'962 to March 1967:· Harza Engineering Company 1 Chicago,
Illinois. D"iities ~ncluded preparation of engineering studies,
design memoranda, spe_cifications, bid evaluations, and review of
manufacturers drawing·s for hydraulic turbines, governors, _,
valves, and cranes and hoists.
July 1960 to August 1962: u.s. Army. Project Engineer. Per-
formed research and development work in dynamic testing of die-'
sel and gasoline powered military track and wheeled vehicles and
vehicle transported weapons systems.
June 1959 to July 1960: Harza Engineering Company, Chicago,
Illin~is. Layout of powerhouse mechanical piping systems.
Client References:
Project Name:
Project Name:
,:
Bath County Pumped Storage Project
Virginia Electric and Power .:~ompany
Powerstation Engineering and Construction
P. o. Box 564
Richmond, Virginia 23204
Mr. J. M. Hagooa, Jr.
(804) 771-6103
CVG -Electrit:icacion Del Cqroni, C.A •
. -Direcc ion Obras de Gur i
Apartado No. 62413
Caracas, Venezuela
Ing. Hector Beltran
Tel. 011-582-921155
Job Title:
Work Location:
Education:
Special
Qualifications:·
'?aren t Company :
RANDAL K. CARTER
Project Planner
Anchorage
Arizona State University, B.S. Business
Administration, 1970 University of San
Diego, J.D. Law, 1974
i Law ~-Degxef>; ·General Building Contractor,
State 0f California, 1977
None
Frank Moolin & Associates, Inc.
Experience and Qualifications Relevant to the Susitna Project:
March 1982 to Present: As Senior Planner for Frank Moolin &
Associates in Anchorage, Alaska, Mr .. Carter provides overall
project planning and scheduling support for the Barrow Utilities
system Project for the North Slope Borough. In this capacity,
Hr. Carter p~1.·forms overall design and construction scheduling,
logistics coordination, manpower loading analyses and forecasts,
and the preparation of the project planning guide and monthly
client review reports.
e Developed and implemented a computerized CPM network for
total project scheduling and integration, incorporating
indivi~ual design contracts, bid advertisement and analysis
and construction contracts.
• Has developed and implemented a computerized CPM network
:E·or total project scheduling and integration, incorporating
indivudal design contracts, bid advertisement and analysis,
construction contracts, procurement requirements, and
material deli very control. T~'lis sys tern is used to perform
"what if~ alternative analyses including schedule and cost
impact to the project. Mrs Carter presents his findings
and remedial action recommendations to the Senior Project
Manager for action.
• As tue Senior Planner, coordinates th~ efforts of the home
and lield office project staffs to ensure integrated design
and construction activities. Analyses of design progress,
contractor progress, change orders, progress payments, and
contractural requirements are also part of Mr. Carter's
responsibilities.
RANDALL K. CARTER
Project Planner
-2-
June 1973 to March 1982: Mr. Carter was employed by Bernardo
Builders, Inc., San-biego, California as a Scheduling/Planning
Engineer and as a Contracts Analyst. As a scheduling engineer,
Mr. Carter provided construction management support, including
cost reporting, scheduling, project planning, and progress
reporting as part of the support effort to the Government of
MtJ:xico by the Ebanal Consortium (which Bernardo Builders was a
mero.ber). Project activities included moni taring and r,eporting
construction progress of petroleum pipelines, storage facilities
and ballast treatment plant, preparation of project control
reports, productivity analysis, t1;acking and forecasting by CPM
were integral to the support effort. Contracts administration
and field support liaison were the primary initial activities
provided to the consortium for their hydro plant near Vera Cruz.
The scope evolved into related project management construction
support of the dam and power plant. The construction
scheduling, manpower allocation and materials coordination
became the primary area of emphasis.
Client References:
P~oject Name:
Project Nane:
Barrow Utilities System
Irving Igtanloc, Director
Director of Public ~arks
North Slope Borough
P.O. Box 69
Barro\v, Alaska 99723
(907) 852-2611
Ebanal de Vera Cruz
Sr. Bernardo Quintana Arrioja
ICA Group -
Numero 43 Col. Del Valle Delg. Venita Juarez
Mexico City, Mexico
Bernardo Builders, Inc. (Ebanal)
1261 Simpson Wf}.y ·
Escondido, CA 92025
c/o Ebanal -IGA Group
43-1 Er Piso
Col. Del Valle Delg. Benito Juarez
(905) 595-5058
Mr. Bernardo Quintana Arrioja
,,
Job Title:
Work Location:
Education:
Special
Qt~alifications:
Professional
Registration:
Parent Company:
RICHARD W. CHRISTENSEN
Geotechnical Project Manager
Anchorage
Ph.D., Civil Engineering, Michigan State
University -1964
M.S., Civil Engineering, Michigan State
University ~ 1960
B.S., Civil Engineering, San Diego State
College -1958
Dr. Christensen has over 20 years of experi-
ence as a geotechnical engineer in the
United States and abroade He has performed
and directed geotechnical investigations for
coxmnercial/industrial facilities and power
plants. In addition, he has served as a
technical expert on a variety of special
problems including vibrating machine
foundations, liquefaction analyses and
investigation of failures.
Professional Engineer -Illinois, Minnesota,
North Dakota, and Wisconsin
Harding Lawson Associates
Experience and Qualifications Relevant to the Susitna ~eject:
1979 to Present: Underground Utiiidor System, Barrow -Arctic
soils1nvestJ.gation of problems installing steam, water, and
sewer lines in permafrost for the North Slope Borough c/o Frank
Moolin & Associates.
• Rehabilitation of Matanuska Levee, Palmer, 1981 -Proj~ct
manager providing consultation and engineering analysis
including flow nets, estimation of permeability
coefficients and expected seepage quantities.
• Petrochemical Plant Sites, Missouri, 1975 -Provided engi-
neering analysis of dynamic response sr nd liquefac-
tion studies.
• Excavation Project, Illinois, 1978 -Design and construc-
tion monitoring of excavation using an innovative shoring
technique consisting of shotcrete facing and grouted ten-
dons; design of grouted anchors in soil and rock; speci£i-
• RICHARD W. CHRISTENSEN -2-
Geotechnical Project Manager
cations for foundation grouting; design of foundations on
swe?_jling soils.
• Studies for Nuclear Power Plants, Iran, Illinoi:s, and
Michigan, 1974-1975 .... Project manager and/or technical
consultant on nine power stations. R~sponsible for deep
foundation analys~s dynamic evaluation of soil parameters;
liquefaction ana2.ysis; and site feasibility studies.
• Several Large Scale Steel Facilities, Indiana, 1 ct?A.:::-..:.:r 9 78 -
Foundation analysis for multi-story blast furnace and beg
house structures for t1.S. Steel~
• Hydro Investigation, Akutan, 1980
sites, penstock, and pov1er plant.
Client References: _____ _,,.
Project Haine: ~1r. Nins ton Z irj acks
Frank Hoolin & Associates.
3300 ••cu Street
Anchorage, Alaska 99503
( 907) 276-7484.
Project Name: Mr. ·oavid Black
Ott Water Engineers
Investigations for dam
4790 Business Park Boulevard
Anchorage, Alaska 99503
(907) 277-8255.
-J
•~ '
•
Job Title:
Work Location:
Education:
Special
Qualificfltions:
Professional
Registration:
Parent Company:
H. WAYNE COLEMAN
Lead Hydraulics Engineer
Anchorage
Master of Science in Civil Engineering,
Hydromechanics
1964, University of Minnesota
Bachelor of Science in Civil Engineering
1961, West Virginia University
Supervised hydraulic studies for Guri and
Bath County. Participated in ice studies
for Burfell in Iceland and for Safe Harbor.
Illinois
Harza Engineering Company
Experience and Qualifications Relevant to the Susitna Projec~:
January 1968 to Date: Harza Engineering Company, Chicago, Illi-
nois. Ass~stant Section Head. Hydraulics Section. Water and
Energy Design Department. Responsibilities include writing
design memoranda, preparing design computations, supervision of
drafting, analyses, and design work performed by members of the
section, and field tests of hydraulic systems. The following
projects were included in the above designs and analyses: Guri
ProjeCt, Venezuela. Project includes spillv1ay design and model
test \vith capacity of 1,000,000 cfs, and penstocks for power
plant with 10,000 MW capacity.. Designs and model tests were
made for aeration ramps for spillway.
• Reza Shah 1\abir project, Iran. Project includes spillway
d.esign and model test with capacity of 560,000 c;Ss, and two
diversion tunnels, 46 feet in diameter, with 170,000 cfs.
• Bath County Pumped-Storage project, Virginia, includes a
spillway design and model test with capacity of 60,000 cfs;
low level outlet conduits with capacity of 5000 cfs; and
power tunnel -penstock transient studies, for six 350-MW
turbines.
• Tarbela Project 1 Pakist~an. Analytical and hydraulic model
studies to determine hjrdrodynamic loads for service gates
in a 45 fto diameter irrigation tunnel with a discharge
capacity of 100,000 cfs.
H. WAYNE COLEMAN -2-
Lead Hydraulics Engineer
• ~1ayfield Project, Washington. Analytical studies, hydraul-
ic model studies, and field tests were performed for hy-
draulic conditions in a 37 ft. diameter power tunnel and
forebay for a power plant with discharge of 11,000 cfs.
• Uribante Project, Venezuela. Project includes a 350 feet
high earthfill dam with chute spillway with 35,000 cfs
capacity. Also includes a 13 foot diameter low-level out-
let works tunnel and a 16 foot diameter diversion tunnel.
Model studies were made for above features. Designs and
model tests were included for aeration for cavitation pro-
tection on spillway and outlet works. Transient studies
were made for a 4 mile long power tunnel with surge tank,
with 2 impulse units with head of 1200 feet.
• Safe Harbor Dam, Pennsylvania. Ice jam study for existing
dam with 80 feet of h .. :? ad. Spill\vay and ice sluice capacity
1,000,000 cfs.
January 1964 to January 1968: Harza Engineering Company, ,Chica-
go, Illinois.--Hydraulic Engineer. Civil Division. Group Lead-
er in Hydraulics Department. Responsibilities included hydrau-)
lie analyses, design, and supervision of drafting and design
'vork performed by members of the group. Projects included in
the above studies are as follows:
• Guatape Hydroelectric project, Colombia. Hydraulic transi-
ent studies of the four mile long power tunnel, surge tank,
penstock system with about 2500 feet of heade Open tunnel
surge analysis of the tail-tunnel which is about two miles
long.
• Burfell Project, Iceland. Project included ice sluices and
sediment sluices for low head diversion dam. Spillway
designed for 150,000 cfs. Power tunnel, surge tanks, pen-
stocks for power plant with 400 feet head. Model studies
were made for spillway and sluices.
September 1961 to January 1964: University of Minnesota, St.
Imthon_1-:-Falls Hydraulics Laboratory. Design and operation of
hydraulic models of spillways, diversion works and other facili-
ties associated with hydroelectric developments.
• H. WAYNE COLEMAN
Lead Hydraulics Engineer·
Client References:
Project Name: Bath County Pumped Storage Project
Virginia Electric and Power Company
Powerstation Engineering and Construction
P.O. Box 564
Richmond, Virginia 23204
Mr. J. M. Hagood, Jr.
(804) 771-6103
Guri
CVG-Electrificacion Del Caroni, C.A.
Apartado No. 62413
Caracas, Venezuela
Tel. 001+582+921155
Job Title:
Work Location :
Education:
Special
Qualifications:
Professional
Reg i·stration:
Parent Company:
JEFFREY A. COOK
Cost Estimator, Non-Technical Features
Anchorage
Arizona Stata University, B.S. Construction
Management
Member, Project Management Institute
None
Frank Moolin & Associates, Inc.
Experience and Qualifications Relevant to the Susitna Project:
May 1982 to Present: As Senior Cost Engineer for Frank Moolin &
Associatesin Anchorage, Alaska, Mr. Cook performs home office
cost engineering duties fer several FMAA design and construction
management projects. Mr. Cook's duties include cost collection
and monitoring, forecasts at completion, change order estimates,
budget development, design and construction contract 'bid
evaluations, cash flow requirements, value engineering, invoice
review and payment authorization, and escalation studies. Nr.
Cook also performs cost/benefit analysis on project
implementation alternatives.
October 1981 to May 1982: Mr. Cook was employed by the Bechtel
Power Corpora t~on, Hanford, Washington~-as a Senior Construction
System Engineer on the Washington Public Power Supply System
(WPPSS) Nuclear Power Plant No. 2 project. In this capacity,
Mr. Cook provided all engineering design re':7 iew and field
charges for seismic pipe supports on all Class I, II, and III
nuclear piping in conformance with power piping codes as identi-
fied by the Nuclear Regulatory Commission (NRC).
• Performed material take-off and confirmation of drawing
requirements and final as-built drawings, as well as veri-
fication of quantities installed and final engineering
paperwork review for turnover to the hydro test engineer
for hydro testing of the piping prior to start-up.
June 1977 to July 1981: Mr. Cook was employed by the Pitts-
burgh-Des Moines Steel Company ( PDivi) in several capacities on
various projects. Ivlr. Cook's la.st assignment with PDM was a
JEFFREY A. COOK -2-
Cost Estimator, Non-Technical Features
Boilermaker on two water storage tanks in Craig, Colorado 1 and
also as a site Project Manager for the Chevron Carter Creek
Project No. 9 API storage tansk ,in Evanston, Wyoming.
•
•
Prior to that assignment, lvlr. Cook worked from January 1979
to r-1arch 1981 as· the Project Control Manager for PDM • s
construction of the wet-well, down eomers, associated pip-.
ing, quenching towers, main steam relief valves, and all
well pods within the containment shell for the WPPSS
Nuclear Powar Plant No. 2 project. In this capacity, Mr.
Cook performed all scheduling, planning and estimating and
developed work package systems, material control, field .· .
engineering, and the computer data processing systems. ~lr·~
Cook also developed a design charge control system., pre-
sented project schedule status to the owner, conducted and
supervised all superintendent/field engineer contract
planning sessions, and provided project status for system
completion and document revie'\v.
From June 1977 to January 1979, Mr. Cook was assigned to
PDM's Provo, Utah office and participated in the company's
Engineering/Management Training Program. As a Project
Coordinator, Mr. Cook was involved in the construction and
testing of personnel and emergency airlocks for the WPPSS
Hanford No. 1 and No. 4 Nuclear Power Plant. He generated
and reported on all schedules and progress status reports,
and coordinated project engineering, drafting, purchasing,
planning, and shop work for all phases of fabrication.
• As a Shop Production Coordinator, Mr. Cook developed
schedules and status reports, provided customer interface
for all shop problems, and negotiated shop changes with the
sales department on an a one-half mile long, 12 foot
diameter tube coal conveyor for the Boardman, Oregon coal-
fired power plant.
Client References:
Projt:ct Name: Washington Public Power Supply System
WPPSS) Nuclear Power Plant No. 2
Bill Dykema
Burns and Roe Engineers (WPPSS Construction
Managers)
Rt. No. 2, Box 2582
Benton City, Washington 99320
• JEFFREY A. COOK -3-
Cost Estimator, Non-Technical Features
Project Name: Dave Voorhies, Area Manager
Washington Public Po\ver Supply System
(currently with Johnson Controls)
2161 Newcomer
Richland, Washington 99352
(509) 377-2131
Job Title:
Wo:rk Location:
Education:
Special
Qualifications:
Professional
Registration:
Parent Company:
C. D. CRADDOCK
Lead Geotechnical Engineer
Bell~vue
Contract Administration
1978, College of William and Mary
Civil Engineer Refresher
1969, University of Kansas
Geotechnical Engineering
1963, University of California Graduate
School
~lectrical Engineering
1943, Col.umbia University
Consultant,. Geot.echnical Engineering
District of Columbia
Harza Engineering Company
Experience and Qu~lifications Relevant to j:.he Susitna Project:
1980 to Date: Consultant, Geotechnical Engineering.
consultant specializing in design and construct.:Lon of
rock fills, foundations, instrumentation, diversions,
dams, dam safety, etc.
Individual
ecrt.h and
coffer-
1945 to 1980: u.s. Army Corps of Engineers, Kansas City Dis-
tr~ct. Chief, Operations Division (Supervisory Civil Engineer).
overall responsibility for monitoring, maintaining, and operat-
ing 16 major multipurpose darn and reservoir projects, (flood
control, water supply, hydropower, etc.). Mission responsibil-
ity included a detailed program for dam safety; i.e., inspec-
tion::;: observation device monitoring, contingency plans .for
emergencies, project status report, training of project pex:son-
nel, etc. Also included in the overall responsibility were.
construction supervision and inspection of water-retaining
structures on the lower 500 miles of the Missouri River.
1974 to 1975: U.S. Army Corps of Engineers, Kansas City Dis-
trict,. Assistant Chief, Construction Division, and Chief,
Supervision and"I'nspection Branch (Supervisory Civil Engineer)$
Responsible for supervision of construction projects located
over a 5-state area. Mission included a yearly construction
C. D. CRADDOCK -2-
Lead Geotechnical Engineer
program in excess of $100 million involving dams, hydropower
facilities, local protection systems, bridges, building.s, etc.
1971 to 19?4: U.S. Army Corps of Engineers~ Kansas City Dis-
trict-:-Assistant Chief; Engineering Division (Supervisory Civil
Engineer). R9sponsible for management and technical direction
of the d;strict's engineering staff {350 engineers of various
disciplines) engaged in d.esign of multipurpose dams and. reser-
voirs levees, roads, bridges, etc •
.
1969 to 1971: U.S. Army Corps of Engineers, Kansas City Dis-
tr~ct. Chief, Geotechnical Branch (Supervisory Civil Engineer).
Responsible for supervision and direction of approxiinately 85
engineers and geologists engaged in designing facilities such as
earth and rock fill dams, spillways, outlet works, levees,
hydropower structures, tunnels, etc. Mission also included a
comprehensive district soils and materials laboratory.
1966 to 1969: u.s. Army Corps of Engineers, Kansas City Dis-
trict. Chief, Dams Design Section (Supervi$ory Civil Engineer).
Responsible for detailed embankment and foundation design of
multipurpose dams within a 5-state area.
1958 to 1966: u .. s .. Army Corps of Engineers, Omaha and Kansas
City Districts. Senior Design Engineer (Civil Engineer)o Re-
sponsible for overall execution of soil mechanic and foundation
design activities for four major multipurpose dam and reservoir
projects, i.e.;; Oahe, Wilson, H.S. Truman and Perry.
1956 to 1958:· u.s. Army Corps of Engineers, Garrison District,
North Dal~ota. Chief Soil Mechanic Design Section (Civil Engi-
neer). Responsible for supervision and direction of approxi-
mately 10 engineers engaged in designing features of Garrison
Dam and Reserv'oir ..
Mission included detailed development of design memoranda and
final plans and specifications for those features yet to be
incorporated in·to the overall._project plan. The mission also
included monitoring of existing project features to insure their
satisfactory performance. ',
Job Title:
Work Location:
Education:
Special
Qualifications:
Professional
Registration:
Parent Company:
ALEXANDER CUSTIN
Geotechnical Engineer
Bellevue
MSCE (Geotechnical)
1978, Purdue University
University of Wisconsin Extension,
Certificates
Ice Engineering for Rivers and Lakes, and
Geotechnical Aspects of Cold Regions
Foundation Design
Geotechnical Site Experience
None
Ebasco Services Incorporated
Experience and Qualifications Relevan!: to the Susitna Project:
July 1981 to Present: Civil {Geotechnical) Engineer in the
Bellevue, Washington office.~ Involved in dam inspections,
prefeasibility studies and FERC preliminary permit applications
for small hydro projects, and provide geotechnical input as
needed to help resolve construction problems on the WPPS Unit 3
nuclear projects under construction. Also was involved in
alternative foundation study for fuel oil storage which included
oil reservoirs and tanks on soft ground.
August. 1980 to July 1981: Site Geotechnical Ensineer during
construct~on of the WPSS Unit 3 nuclear project. Provided
geotechnical expertise for construction of heavy haul road over
soft ground. This included supervision of soils drilling,
sampling, assigning laboratory tests and performing analyses.
Also involved in pile driving, testing, and analysis; slope and
river bank stabil.ization, resolution of construction problems,
installation and data interpretation of piezometers and inclino-
meters.
August 1979 to August: 1980: Geotechnical Engineer in the New
York office. General geotechnical analyses including assignment
and supervision of field and laboratory tests, stability and
seepage analyses of embankments, piling analysis, preparation of
ALEXANDER CUSTIN.
Geotechnical Engineer
-2-
excavation and backfill specifications for embankment and power
plant construction. Responsible for excavation and backfill
scheme to place expansive soil fill during construction of a
power plant in Texas. Field assignments included, supervision of
subsurface investigation programs, and sampling, and installa-
tion of instrumentation.
August 1978 to August 1979: Site Geotechnical Engineer during
construct~on of the St. Lucie Unit 2 nuclear project. Provided
geotechnical expertise during excavation and_ backfill opera-
tions, canal construction and erosion protection installation,
and canal spillway construction.
1976 to 1978: Graduate Teaching Assistant, Purdue University.
Taught so~l mechanics laboratory and assisted in foundation
engineering course.
1.974 t,o 1976: Assistant and Associate Soils Engineel: in New
York office. Seepage and stability anaJ..ysis of dams and embank-
ments, preparation of earthwork and piling specifications, etc.
Field assignments included supervision o,f soils drilling and
sampling, installation of piezometers, in-situ permeability
testing of soil and rock, foundation soils mapping, pile load
testing.
,,
Job Title:
Work Location:
Education:
Special
Qualifications:
Professional
Registration:
Parent Company:
R. KENNETH DODDS
Instrumentation and Testing
Anchorage
B.S4, Geology, University of Oregon
M.S., Geology, U~iversity of Oregon
Mr. Dodds has been in resporlsible charge of
rock mecha·nics projects for 22 years. These
projects are located on 4 continents and in
a wide variety of rock types. His
experience includes: underground
powerhouses for the Dez Project, Mica
Project, and Bear Swamp Project. Over 80%
of his experience is on projects that are
built or are now under construction,
providing a broad experience in applied rock
mechanics. He has 1 i ved and worked in
Alaska and is a registered geologist there.
Registered Geologist:
California
Georgia
Oregon
Alaska
Certified Professional Geologist:
AIPG
Certified Engineering Geologist:
California
Oregon
Foundation Sciences, Inc.
Experience aEd Qualifications Relevant to _t.he Susitna Project
1965 to Present: President, Foundation Sciences, Inc. Mr.
Dodds .. has directed engineering geology and rock mechanics phases
of 38 major tunnel pro]'....:cts, 49 d&11 projects, 23 large
underground chambers, 36 deep rock shafts, 12 grouting and
groundwater control projects, and geophysical analyses of six
nuclear power projects.
1970 to Present: Adjunct Professor of Geology, Portland State
un~versity.
R. KENNETH DODDS
Instrumentation and Testing
-2-
1964 to 1965: Chief Geologist, Tarbela Dam. Hr. Dodds was
responsible for the exploration, testing and interpretation of
geologic conditions for the $800 million '!•arbela Da."ll project.
His work included directing operation of a professional crew of
25 and a support staff of approximately 100. The project
exploration program included excavation of more than 30,000
linear feet of explor~tory adit, drilling more than 125,000
linear feet of borings, .rock mechanics studies, construction
materials source studies, seismic studies and groundwater
studies. Excavation, grouting, design and specifications for
the project tunnels were also reviewed.
1963 to 1964: Consulting Geologist, Electric Planning
Commission of Turkey. Mr. :COdds w·,as responsible for the
exploration, testing and interpretation of the geologic
conditions on projects with a total construction cost of over $1
billion. He instructed staff engineers and geologists in the
application of engineering geology and rock mechanics to design
and construction problems~ He conducted rock mechanics studies
at Ciceroz, Homa and Kadincek dam sites.
1960 to 1963: Chief Geologist and Head of Foundations and ).
Grouting Section, Dez Dam, Iran. !VIr. JX>dds supervised a staff
of approximately 75 geologists, engineers, construction
inspectors and support staff for the 666-foot-high, double-
curvature, thin-arch dam and underground powerhouse. He was
responsible for extensive in situ and laboratory rock mechanics
studies; development and interpretation of dam abutment
instrumentation; design of rock supports, excavation, grouting
and drainage; and administration of construction contracts for
all foundation and grouting work items. He also prepared
geologic reconnaissance reports of future dam projects in the
area.
1965 to 1960: Geologist, u.s. Army Corps of Engineers, Portland
District. Mr. Dodds' work included geologic investigations of
dam sites, road locations, and construction materials sources
for Hills Creek, Couga~, Blue River, Green Peter and Holley Dam
projects; he conducted materials surveys for revetment and jetty
projects and sediment source surveys for the Columbia River to
reduce maintenance dredging.
Publications: "Geology Applied to Road Relocations on Darn
Projects in the Western Cascade Mountains of.
R. KENNETH DODDS -3-
Instrumentation and Testing
References:
Oregon"; Geological Society of the Oregon
Country Newsletter, 1959. -----
"Hock Iviovement Along F:r;:1ctures Dut<ing
Failure"; Proc. Fir~t. Congress. -0f the
Interna.tional Soci,ety on Hock lvlechanics, 11,
1966.
"Criteria for O~timum Utilization of Boring
Exploration in Rock"; Association of
Engineering Geologists, National Meeting,
196 8. (Abstract)
"Determination of Rock Dynamic Elastic
Constants by Seismic ~vaves" i Association
of Engineering Geologists, National Meeting,
1968. (Abstract)
"The Age of the 'Columbia River Basalts'
near Astoria, Oregon"; Proc .. Second Colu;r;bia
River Symposium, 1970.
"Rock Mechanics Applied to Structural
Design"; American Society of Civil
Engineers, Portland National Conference,
1970. (Abstract)
Rock Mechanics E'ield Testing -Mica Pam
Project, B.C."; American Society of Civil
Engineers, Phoenix National Conference,
1971.
"Tacks Island Project Spillway Rock
Mechanics studies 11 ; 13th Symposium on Rock
Mechanics, 1971.
"Preliminary Investigations"; Handbook on
Tunnel Engineering, T.R. Kuesel and J$o:-
B1ckel, eds; Van Nostrand Reinholt Company.
Tunnels and Rock Chambers:
Elwyn King, Senior Associate
Parsons, Brinckerhoff, Quade and Douglas
1625 Van Ness Avenue
San Francisco, CA 94109
(415) 474-4500
' ·~ R.. KENNETH OODDS
Instrumentation and Testing
-4-
/j
·rARP -Tunnel ·and Reservoir Plan, Chicago
Frank Dalton, Assistant Chief Engineer
Metropolitan Sanitary District of Greater
Chicago
100 East Erie Street
Chicago, IL 60611
(312) 751-5600
or
Gene Randich, Vice President
DeLeuw Cather Co.
165 West Hacker Drive
Chicago, IL 60601
(312) 356-0424
Job Title:
Work Location:
Education:
Professional
Registration:
Parent Company:
GLENN E. ELLIS
Principal Engineer -Analysis/Design
Bellevue
Purdue Univerity, BS -Civil Engineering,
1.972, New York University, MBA -
Management, 1977
Engineer-in-Training, Indiana, 1972
Ebasco Services Incorporated
Experience and Qualifications Relevant to the Susitna Project:
April 1982 to Present: Principal Civil Engineer in the
Be1levue-;-washington office of E;basco Services Incorporated. As
the Lead Civil Engineer is responsible for the civil design and
drafting activities of the Terror Lake Hydroelectric Project in
Kodiak, Alaska. Areas of responsibilit7 include soils, founda-
tions, powerhouse substructure and superstructure, and .tailrace
design staff is approximately eight engineers, designers, and
drafters.
August 1978 to April 1982: Served as the Lead Civil ESSE Engi-
neer on the Washington Public Power Supply Systems Nuclear
Projects 3 and 5. ~vas responsible for fttlperv ising all of the
civil design activities performed en-site, resolving construc-
tion problems, evaluating non-conforming conditions, and provid-
ing engineering interpretations of drawings and specifications.
Subordinate civil engineering and design staff exceeded ten
engineers, designers, and drafters.
1973 to 1976: Civil Engineer in the New York office working
with a-team of civil engineers on the Washington Public Power
Supply Nuclear System Nuclear Projects 3 and 5. Responsibili-
ties included preparation of the PSAR, preparation of purchase
specifications for reinforced concrete pipe, circulating water
pumps 1 and natural draft cooling towers. Also prepared design
specifications for the circulating, make-up and blowdown water
systems, turbine building and T-G pedestal, and performed the
waterhammer analysis for the circulating and make up water
system.
1972 to 1973: Assistant Engineer in the New York office working
on theWaterfold Unit No., 3 Project in Lousiana. Prepared
c
i
GLENN E. ELLIS
Principal Engineer
Analysis/Design
-2-
specifications for dike construction, concrete and steel
bulkheads, in addition to designing the secondary shield wall.
Client References:
~ ·-.
Project Name:
Project Name:
Terror Lake Hydroelectric Project
Mr. John Longacre
Alaska Power Authority
334 West 5th Avenue
Anchorage, Alaska 99501
(907) 276-0001
WPPSS Nucler Projects 3 and 5
Mr. Dave Koski
P.O. Box 1223
Elma, Washington 98541
(206) 482-4428
Job •ritle:
Work Location:
Education:
Special
Qualifications:
Professional
Registration:
Parent Company:
LARRY G. EMERSON
Field Geotechnical Engineer
Anchorage
Master of Science in Materials Engineering
1978, University of Illinois
Bachelor of Science in Materials Engineering
1977, University of Illinois
Bachelor of Science in Geology
1974, University of Illinois
Designer -TARP
Field Engineer -TARP
None
Harza Engineering Company
Experience and Qualifications Relevant to the Susitna Project:
June 1981 tODate: Harza Engineering Company, Chicago, Illi-
nois. Engineer. Geotechnical Department. Three month field
assignment to New Guinea, Indonesia for feasibility report for
the 'l1embagapura Hydroelectric project. Field responsibilities
included supervision of a 30 man survey and labor crew; test
pit logging; drilling logistics; assessing and writing reports
concerning the foundation conditions and construction materials
for the proposed diversion dam, power station and 8 Km pipeline;
geological tunnel mapping; recomrneding locations for rock bolt
installation and drilling and grouting operations; piezometer
readings; and water flow measurements within the tunnel. Office
responsiblities included structural engineering design of rein-
forced concrete structures (footings and mat foundations);
lateral earth pressure and seismic load studies; writing pro-
posa.ls and soil testing programs; maintaining correspondence
with the Hetropolitan Sanitary District (TARP)~
June 1980 to January 1981: Harza Engineering Company, Chicago, Illino~s .. Field Engineer on Chicago's Tunnel and Reservoir
(TARP) Project. Responsibilities included engineering and in-
spection of the drilling and grouting operations within the 36'
diameter mainstream tunnel; rebar and concrete placement inspec-
tions; rock bolt installation inspection.
L..J:\RRY G. EMERSON -2-
Field Geotechnical Engineer
Januar_y 1979 to June 1980: Harza Engineering Company, Chicago,
Illinois. Geotechnical Department. Designed portions of the
Maqarin Dam, Jordan, a 500 foot high earth and rock fill dam.
Portions included excavation and cutoff wall drawings; drainage
galleries, grout curtain, and instrumentation drawings. Design
studies include testing and analysis of residual shear strength
of clays and rock; geophysical evaluation of foundation strength
parameters; use of synthetic filter fabric.
Janua~ 1978 to December 1978: University of Illinois, Chicago,
Illinois. Teaching Assi~stant. Duties included instructing
materials testing laboratory, preparing and grading lab reports
and exams, full teaching responsibilities for summer semester.
February 1977 -to December 1977: University of Illino5.s, Chica-
go, Illinois. 'I'echnical Assistant. Materials Engineering De-
partment. Duties included preparation of geologic profiles,
charts, graphs, and computer analyses for a Research Grant on
Costs of Deep vs. Shallow Tunnelling.
Client References:
Project Name: TARP , ,
The Metropolitan Sanitary
District of Chioago
100 E. Erie Street
Chicago, Illionis 60611
Joseph H. Irons
Ronald A. Newbauer
Frank E .. Dalton
(312) 751-5600
I. , ,rf .. . ,, ,,~
Job Title:
Work Location:
Education:
Special
Qualifications:
Professional
Registration:
Parent Company:
JAY M. ENGLAND
Program Dire.ctor
Anchorage
Graduate Study, Engineering Management,
University of Alaska
B.S., Civil Engineering, Pennsylvania State
University -1959
B.A .. , Business Administration, Pennsylvania
State University -1953
As a Principal Engineer for HLA, Mr. England
has been responsible for senior project
management and has authored or co-authored
comprehensive geotechnical reports for hun-
dreds of Alaska projects ranging from com-
plex industrial facilities to remote village
schools. During the Watana Dam project, Mr.
England will serve as Project Director,
responsible for contract review, budgetary
control, and public hearings. Mr. England
has 20 years of experience as a supervisor
and manager of 'engineering projects, plan-
ning studies and construction projects. He
established the Anchorage office of HLA in
1969, is a Vice President of the: firm and
serves as a director of the corporation.
Civil Engineer -Alaska, Oregon
Land Surveyor -Alaska, Oregon
Harding Lawson Associates
Experience and Qualifications Relevant to the Susitna Projec~;;,:
1975 to Present: .rvrr. England provides technical review ana
direction on most of the p~ojects conducted by the lnchorage
office and laboratory. Representative projects include:
• Upper Mahoney Lake Hydroelectric Project, near Ketcbikan,
1981 -Soil and geologic reconnaissance for lake tap,
tunnel and power plant for u.s. Army Corps of Engineers,
Alaska Districta
• Oil and Gas Exploration Drilling Sites, 1977-Present,
various permafrost ana non-permafrost locations in central
and western Alaska, Brooks Range, Alaska Peninsula, Bering
( --
JAY M.. ENGLAND
Program Director
-2~
Sea and Beaufort Sea islands -Soil investigations, materi-
al site exploration, e.arthwork and fottnda tion designs for
well pads, Hercules airstrips, docks, we).ter supply, camp
sites, acess roads for Chevron, Union, .Amoco, Sohio and
Exxon.
e Near Island aridge and Connecting Roadways, Kodiak, 1982 -
Feasibility study, geologic reconnaissance, investigation
and foundation design for piers and abutments for a 1200-
fcot-long bridge for the State of Alaska, Department of
Transportation and Public Facilitiesa
• Natural Gas Conditioning Facility I Prudhoe Bay r 1981 -Soil
and foundation investigation and design for a major indus-
trial complex including a plant site, flare area, camp,
reservoir and water intake for Ralph M. Parsons Company.
• Ivia·terial Site Investigations, North Slope Area between the
Colville and Canning Rivers, 1977-Present -Airphoto inter-
pretation, geologic reconnaissance, delineation drilling
and sampling, laboratory testing, mining plan preparation
for ARCO, Sohio, Exxon, Conoco and the North Slope
Borough.
• Monashka Creek Dam and Reservoir, Kodiak, Alaska, 1975 -
soil and geophysical investigation for proposed earthdam
and borrow area for the City of Kodiak.
Client References:
Project Name: Upper Mahoney Lake
Mr. Harlan E. Moore
u.s. Army Corps of Engineers Alaska Dist.ri~t
P.O. Box 7002
Anchorage 1 Alaska 99510
(907) 276-4817.
Project Name: Various Oil and Gas Explorations
Mr. Robert Potter
Sohio Construction Company
100 Pine Street
San Francisco, California 94111
(415) 433-7971.
)
JAY M. ENGLAND
Program Di:rector
-3-
Project Name: Near Island Bridge
c/o Mr. Steven Kautz
El-1.PS-Sverdrup
4111 Minnesota, Suite 3
Anchorage, Alaska 99503
(907) 274-4541.
Project Name: Natural Gas Conditioning Facility
Mr. Mau.rice s. Greenberg
The Ralph M. Parsons Company
100 West Walnut
Pasadena, California 91124
(213) 440-3474.
Project Name: M.onashka Creek Dam
cjo Mr. Pablo Chavez
International Engineering Compan:r
220 Montgomery Street
San Francisco, California 94105
.(415) 544-1200.
Job Title:
Work Location:
Education:
Special
Qualifications:
Professional
Registration:
Parent Company:
MICHAEL P. FINNEGAN
Project Control Specialist
Anchorage
California Polytechnic State University, San
Luis Obispo, B.S. Aeronautical Engineering,
1971
University of California at Berkeley, M.s.
Transportation Engineering, 1972
Member, Project Management Institute
Professional Mechanical Engineer:
California, Alaska
Frank Moolin & Associates, Inc.
Experience and Qualifications Relevant to _!:he Susitna Project
March 1981 to Present: As Project Control Manager for Frank
Moolin & Associates in Anchorage, Alaska, Mr. Finnegan directs
the overall corporate project control departmental activities
including cost engineering, planning and scheduling, and con-
struction cost estimating. Mr. Finnegan is responsible for
developing and implementing the corporate project control system
including policies and procedures which define the parameter of
the reporting and operating functions and which provide guidance
to the individual project control engineer.
• Provides technical expertise to the chiefs of each disci-
pi ine with in project control and to the Project Control
Supervisors assigned to field positions. He is responsible
for the technical performance of all department staff acti-
vities and routinely reviews all project control reports
for information and technical accuracy.
• Represents the project control organization as the prime
corporate contact on client contracts and projects. he
interacts with senior and executive level client and con-
sultant/contractor personnel on signficant technical mat-
ters often requiring coordinative activity across organiza-
tional lines.
MICHAEL P. FINNEGAN -2-
September 1973 to March 1981: Mr. Finnegan ~\1as employed by
Ka~ser EngineerS'"; Oakland, California, serving in various capa-
cities on several proj ec,~s.
June 1978 S£ February 1981, (Oakland, California), Mr. Finnegan
served as Project Engineer for the final design and preparation
of const.ruc.~tion contract documents for the transit vehicle main-
tenance shop, the vehicle storage yard, and the test rack for the
20-mile Stage I i\1iami Rapid Transit System. His responsibili-
ties included project control of the design as well as the con-
struction scope and cost including developing and controlling
the design budget and engineering costs, design schedule,
project scope, and construction cost estimates for conformance
to the design and construction budget. In addition, Mr.
Finnegan was responsible for evaluating scope changes and
determining resulting impact on costs and schedule.
• Other responsibilities included determining criteria for
design, preparation of initial engineering standards and
specifications, reviewing design dra\'lings, engineering
studies and economic evaluations of design alternatives,
preparation of technical reports ana studies as well as the
review of reports by others. He also performed overall
coordination between the client and design staff to discuss
progress, significant problems 1 and solution, conducted
weekly staff meetings to discuss prugress, problem areas,
and recommended solution, and provided direction to the
design supervisor.
August 1976 to June 1978 (Miami, Florida), Mr. Finnegan served
as the Senior(or lead) Cost and Scheduling Engineer for the 20-
mile Stage I Miami Rapid Transit Project, responsible for cost
monitoring and control, project budget development and analysis,
project cash flow requirements, cost versus scheduling evalua-
tions, manpower projections, preparation of cost and progress
reports to the client and UMTA, ana other pertinent cost and
scheduling technical support. He also reviewed and evaluated
design subcontracts for cost and progress performance require-
ments.
March 1975 to August 1976 (Baltimore, Maryland), Mr. Finnegan
served as Schedul~ng Engineer on the 7.5 Mile Phase I Baltimore
Regional Rapid Transit System Project. Mr. Finnegan provided
the development and evaluation of the master design and con-
_.~---/
..-;:::.;:
__...-;::::~>
MJ~J}iAEL P. FINNEGAN -3-
/:>:::::::;"
(
\! •
1: struct1.on schedules, program budgets, cost control, and fiscal
I\ cash flow analyses for the project. He \vas responsible for the
'\progress and cost monitoring of several in-house and subcon-.,~racted £.inal design contracts having a combined construction
v:~-JJ~ _of $159 million~ Mr. Finnegan also participated in the
preparation of monthly management ''by exceptionn report which
de~ineated significant problem areas and recommended solutions •.
September 1974 to January 1975 (Dalhousie, New Brunswick,
Canada). Mr. Fint1egan served as an AssJ.stant ProJect Engineer
for construction management of a wharf and warehouse construc-
tion project funded by the Department of Public Works in
Dalhousie.. His responsibilities included contractor claims
monitoring and evaluation, quantity calculations, office engi-
neering, field engineering, and inspection.
September 1973 _!:£ March 1975 (Pittsburgh, Pennsylvania),. iVlr.
Finnegan served as a Scheduling Engineer assigned to the final
design pha.se of the Transit Expressway Revenue Line (TERL) pro-
ject for the Pittsburgh Mass Transit System. Mr. Finnegan was
responsible for the preparation and evaluation of the overall
design and construction master schedule. His other duties
included preparation of monthly progress reports to the client,
assisting in technical studies, and field engineering assign-
ments.
January 1973 to September 1973: As an Airport Planner for
the Metropolitan Transportation Commission in Berkeley,
California, Mr. Finnegan was responsible for the preparation of
the National Airport System Plan ~eports for the airports
designated as elements of the Regional Airport Systems Study
(RASS). Mr. Finnegan's other responsibilities included
technical evaluation of regional airports, master plans and
development of special access/egress technical reports.
Client References:
Project Name: Barrow Utilities System
Irving Igtanloc, Director
Department of Public Works
North Slope Borough
P.O. Box 69
Barrow, Alaska 99723
(907) 852-2611
MICHAEL P. FINNEGAN
Project Name:
Project Natne:
Project Name:
-4-
I"iiami Rapid Transit System
Walter Higgins, Director
Carlos Bonzon, Engineering filanager
Metropolitan Dade County
44 West Hagler Street
lvliami, Florida 33130
(305) 579-5323
Baltimore Rapid Transit System
Frank Hoppe, Director of Engineering
Robert Murry, Project r~anager ·
Mass Transit Administration
J.Vlaryland Department of Transportation
109 East Redwood Street
Baltimore, Maryland 21202
(301) 383-3434
Transit Elevated Railway Line
J.R. Maloney, Director
T.c. Hardy, Project Manager
Port Authority of Allegheny County
2235 Beaver Avenue·
Pittsburgh, Pennsylvania 15233
(412) 237-7000
Job Title:
Work Location;
Education:
Special
Qualification:
Professional
Registration:
Parent Company:
PAUL S. FORD
IJead Soils Exploration and Testing
Anchorage
Master of Science in Civil Engineering
1963, University of Illinois
Bachelor of Arts in Physics and Mathematics
1961, Monmouth College
Major Participant ... EIS, I?rudhoe Bay
Foundation Consultant -Valdez, Sitka
Idaho, Illinois, Oregon, Washington
Harza Engineering Company
Experience and Qualifications Relevant to !_~ Susitna Projec::=ll.
July 1981 to Date: Senior Geotechnical Engineer. Responsible
for resident client and project lia~son and bus1ness development
in Alaska and the Pacific Northwest.
• Lead Geotechnical Engineer for design phase geotechnical
investigaton of 75-MW Summer Falls Project in eastern
Washington.
January 1976 j:_C?_ July 1981: Partner, Dames & Moore, Seattle,
washington.
• Project IvJanager for reconnaissance feasibility study of a
50-MW Hydroelectric Project in ·eastern Washington.
• Project Manager for geotechnical feasibility study of the
10-MW Sandy C~eek Hydroelectric Project in western Washing-
ton for Puget Sound Power & Light Company.
• Project Manager for geohydrologic studies of alternative
methods of flood protection for the Regional Water Treat-
ment Plant, City of Anacortes, Washington.
• Project Manager for geotechnical and hydraulic engineering
and slope protection design of waterfront development from
Mt. St. Helens dredge spoils in the Columbia River for
Weyerhauser Company.
PAUL S. FORD -2-
Lead Soils Exploration and Testing
• Senior Engineer for EIS on water flood projec,t at Prudhoe
Bay, Alaska for the Corps of Engineers Alaska District.
• Project Manager for marine biology, water quality, flood
retention, marine land fill, docking facilities and dredg-
ing studies in Puget Sound and on the Columbia River, Washington.
• Project Manager for site selection and alternate site com-
parison for major wood projects plant in L'1innesota and
Michigan for \.Veyerha user Company.
• Project evianager for land status, EIS permitting and plan-
ning of geologic e~plo~ation program for potential geother-
mal resources in Washington, Idaho, Oregon and California.
• Project Manager for planning and design of stabilization of
four major landslides in Washington and Idaho.
• Consultant on marine landfill and foundation problen1s in Valdez and Sitka, Alaska.
• Client and Technical Advisor for environmental monitoring
and licensing studies of 2200-MW Skagit Nuclear Power Plant site in Washington.
Januar;( 196~ !£ ~emi;>er.l975: Staff Engineer to Partner, Dames & Moore, Ch1cago, Ill1no1s.
• Staff Engineer to Partner. Project Manager for planning
and design of Lake Mashkenode Dam, canal and control works
for water supply at the U.s. Steel tactonite plant in Minnesota.
• Project Manager for Environmental Report, for 1100-MW Wolf
Creek Nuclear Plant in Kansas. Duties involved siting
portion of Safety Analysis Report, licensing support and
geotechnical design investigations and recommendations
concerning the 5,000-acre off channel cooling reservoir and
major earthworks for development of a 12,500-acre site.
• Project Manager for geohydrologic, foundation engineering
and wave protection designs at Unit 2 of Enrico Fermi Nu-clear Plant in Michigan.
• Project Manager for alternate site studies, site safety
analysis report, environmental report and geotechnical
)
t.JJ
PAUL S. FORD -3-
Lead Soils Exploration and Testing
• Design recommendations for 2200-MW La Salle Nuclear .Plant
in Ill ina is.
• Project Manager for planning through construction manage-
ment of 25-acre land reclamation project in Hudson River,
New York.
• Project Nanager for numerous foundation engineering studies
for many types of facilities in 15 states.
January 1967-to December 1968: Shift Engineer, Harza Engineer~
ing Company, Chicago,-Ill Tnois. In charge at Upper Reservoir,
ltinzua Pumped-Storage Project, Pennsylvania. Supervised engi-
neering st~ff mcnito1:ing of upper reservoir and shaft construc-t:l~on.
~n~ary 1963 to ~ecembe~ 1967: ~~Design EEgi~eer,.Harza
EngJ.neerJ.ng Company, ChJ.cago, IllJ.noJ.s. Performed desJ.gn and
cori'struct;ion phase _geotechnical studies of the following water
supply and hydroelectric dam projects.
·• 'The 1,200,000 cfs Mangla Spillway in West Pakistan.
• The Angat Dam and Dike in the Philippines.
• The ~lossyrock and Mayfield hydroelectric projects in
Wa~?hington.
• The Brokopondo project in Suriname.
Job Title:
Work Location:
Education:
Special
Qualifications:
Parent Company:
EUGENE C. FOSZCZ
Systems Engineer
Bellevue
Attended Chicago Technical College
(Electrical Engineering, 1951 thru
1953)
Harza Engineering Company
Experience and Qualif;cations Relevant to the Susitna Project:
Januar:y 1.964 to Date: Harza Engineering Company, Chicago,
IllinoJ.s. SeCtion Head, Electrical Branch. Responsibilities
include planning, des"ign and checking of electrical equipment
installations for hydroelectric river projects and high voltage
substations; preparation of electrical specifications and draw-
ings~ review of manufacturer 1 s designs and drawings for all
electrical equipment; factory inspection of electrical equip-
ment, review and coordinating civil and mechanical drawings:
supervising engineers, designers and draftsmen, and assistance
during construction.
Assignments include:
• Cerron Grande project 1 El Salvador. 150,000 kVA hydroelec-
tric plant and four 115 kV substations.. Field assignment
consisting of assistance during construction and final
inspection and test~ing of electrical installations, and
assistance during initial operation of units.
e Gtlri p:roj ec9 t, Venezuela. Field assignments consisting of
fi.nal inspection and testing of electrical installation for
a 855,000 kVA hydroelectric plant and switchya.rd.
• El~ctric Lake Dam, Spillway and Outlet Works, Utah. Field
a.ssigtllll.ent consisting of final inspection and testing of
electrical installations.
• Round Butte Fis:n Hatchery project, Oregon.
• Oriente Expansion, El Salvador. Four 115 kV substations.
EUGENE C. FOSZCZ
Systems Engineer
-2-
Guatape project, Colombia. 309, 600 kVA hydroelect.ric
plant~.
• Wastewater Pumping Stations, Muskegon, Michigan. Six pump-
.ing stations used for drainage and irrigation.
• Burfell project, Iceland. Field assignment consisting of
final inspection of electrical installations and assistance
during initial operation of the units and substations.
116,667 kVA hydroelectric plant and three 230 kV substa-
tions.
• Mossyrock Fish Facilities, Washingtono
• Brokopondo project, Surinam. A ten unit hydroelectric
plant :Eor the Aluminum Company of Art'terica.
January 1963 to January 1964: Pioneer Service and Engineering,
Chicago, Illinois. Electrical Design Engineer. Repsonsibili-
ties included design and checking of electrical construction
drawings for sterun powerplants, high voltage substations, and
water filtrai.:ion plant. Also reviewed .manufacturer• s drawings
for such projects.
July f962 to Januar::t: 1963: Vern E. Alden Company, Chicago,
Illinc.'?"s. Design Engineer. Duties included planning and elec-
trical design of industrial.plants.
Jul~ ~61 to July.l963: ~arza E~gineering Company, C~icago,
··· IllJ.nOJ.s. ElectrJ.cal DesJ.gn EngJ.neer. Performed desJ.gn and
checking of electrical construction drawings for the Sam Rayburn
hydroel.ectric plant for the Corps of Engineers ..
December 1960 to July 1961: Sturm and Brett Engineers, Chicago,
Illinois .-"Electrical Desi'gn Engineer. Responsibilities includ-
ed design and checking of electrical construction drawings for
industrial plants; also coordinating and trouble shooting in
field for such plants.
March 1956 to December 1960: Vern E. Alden Company, Chicago,
Illinois. Electrical Des~gn. Responsibilities included design
and checking of electrical construction drawings for steam pO\'!er
plants, high voltage substations and industrial plants; review
of manufacturer's drawings and field assignments for industrial
projects.
..
EtJGE~lE C. FOSZCZ
$ystems Engineer
i ,,
Client References:
Project Name:
-3-
Gu:ri
CVG-Electrificacion Del Caroni, C.A~
Direccion Obras de Gur.i
Apartado No. 62413
Caracas, Venez~ela
Ing. Hector Beltran
Tel. 011+582+921155
Job Title:
Work Location:
Education:
Special
QUalifications:
Professional
Registration:
Parent Company:
DAVID ALAN FREY
Field Geoloqist
Anchorage
Master of Science in Geology 1977, Ohio
University
Bachelor of Science in Geology 1979, Ohio
University
Resident geologist -Black Bear Lake and
Chester Lake, Alaska. Participant ~ TARP,
Bath County
Geologist -Oregon 1 Engineering Geologist -
Oregon
Harza Engineering Company
Experience ana Qualifications Rel~vant to the _§usitna Project:
July 1982 to Date: Harza Engineering Company, Alaska. Resident
Geologist, Black Bear Lake Hydroelectric Project during design
exploration studies.
January 1982 to June 1982: Harza Engineering Company, Chicago,
Illinois. various geotechnical office activities included pre-
paration of exploratory drilling and camp facilities contracts
for Black Bear Lake Hydroelectric Projectu Alaska for design
exploration phase and preparation of a detailed proposal to the
DOD requiring intensive investigation of state-of-the-art ex-
ploratory, geophysical 1 instrumentation and mechanical tunneling
techniques.
November 1981 to December 1981: Harza Engineering Company,
Metlakatla, Alaskap. Res~dent Geologist on the Chester Lake
Hydroelectric Project during feasibility exploration studies for
an 80 ft. high concrete arch-gravity dam, 2,800 ft. penstock,
developing 800 ft. head and 2.5 MW power plant. Duties included
field mapping, exploratory drilling and testing, field contract
management and supervision and report preparation.
Januar_l 1981 to lipril.l981: Harz~ Overseas Engineer~ng Company,
St. LUcJ.a, W.I. Resldent GeologJ.st on the St.. Luc~a Water
Supply Project during feasibility exploration studies for a 180
foot high fill dam on deep alluviu~, a 5 mile long pipeline and
1 miJ.e long tunnel. Responsibilities included field mapping,
core logging, pressure testing, field contract management and
DAVID AoLAN FREY
Field Geologist
-2-
supervi~~ion, on-site client relations and report preparation.
September 1980 to December 1980: Harza Engineering Company,
Chicago, Ill ina is. ·
• Lead Geologist on the Coal Creek Project, Colorado for the
feasibifity design revie\'1.
Q Preparation of geotechnical data volmnes, geological and
design studies for spillway modification, Maqarin Project,
Jordan~
July 1980 to Au;ru;!~ 198 0: Harz a Engineering Company, Alaska o
Res1dent Geologist on the Black Bear Lake Hydroelectric Project
during feasibility exploration studies for a 50 ft. high con-
crete gravity dam, 1400 ft. head penstock and 6 IV!W powerplant.
Responsibilities included field mapping, co1.·e logging and pres-
sure testing, contract supervision and writing of draft report.
January 1979 to August 1979: Harza Overseas Engineering Compa-
ny, Jordan. Acting Resident Project Nanager, Jordan Valley
Irrigation Project, Amman, Jordan. Company representative in
Jordan. Responsibilities included client relations, correspon-
dence, contract negotiations and payment authorization claims
settlement, and company and contract administratie>n for 8 con-
tracts for all phases of the project. Major components of the
project include the Maqarin Storage Dam and powerplant, down-
s;tream diversion, and conversion and development of irrigation
lands.
~ugust 1977 to May 1978: Harza Overseas.Engineeri.ng Company,
Jordan.-Field Geolog~st on the Maqarin Dam Project during fea-
sibility/design exploration studies for a 150 m high fill dam.
Duties included core logging, pressure testing, field mapping
and office studies as well as contract supervision, administra-
tion and pa~nent authorization.
Febl:-uary 1973 to October 197 6:. Harza Engineering Company Inter-
natlonal, to Iran. Progressively assiyned as Geologist, Founda-
tions Engineer and Foundations Office Engineer for the Reza Shah
r<abit~ l?roj ect, Iran, consisting of a 200-meter, double curvature
arch dam and one thousand MW powerplant. Duties encompassed all
phases of drilling and grouting works and extensive geological
exploration, including adit and foundation excavation, geologic
mapping, contract inspection and supervision, field design,
DAVID ALAN FREY
Field Ge.ologist
-3-
payment authorization, and administration. Cost of ·drilling and
grouting works and geological exploration was approximately $12
million.
December 1972 to Februarx 1973: Harza Engineering Company, Ch~cago, IllinoTs. Geolog~st. Geotechnical Division.
• Evaluation of geophysical survey methods, Mount HopeUnder--
ground Pumped-Storage Project
• Geologic field mapping of Hount Hope project site area.
• Compilation and analysis of rock test data, Chicago North-
side Rock Tunnel Project.
September 1972 to October 1972: Harza Engineering Company, ch~cago, IllinoTS. Geologist. Duties included field inspection
of water pressure testing of core holes and recording of test
data for the Bath County Pumped-Storage Project, Virginia.
August 1972: Harza Engineering Company, Chicago, Illinois.
Geologist~ Duties included geologic logging of core and soil
samples and contract field inspection of drill crews for the
Raccoon Creek Conveyor project, Ohio.
Client References:
Project Name: TARP
The Ivletropolitan Sanitary
District of chicago
100 E. Erie Street
Chicago, Illinois 60611
Joseph H. Irons
Ronald A. Newbauer
Frank E. Dalton
(312.) 751-5600
Project Name: Bath County Pumped Storage Project
Virginia Electric and Power Company
Powerstation Engineering and Construction
P.O. Box 564
Richmond, Virginia 23204
Mr. J.M. Hagood, Jr.
(804) 771-6103
Job Title:
Work Location:
Education:
·Special
Qualifications:
Professional
Registration:
Parent company:
EUGENE J. GEMPERLINE
Senior Engineer -Hydraulics
Bellevue
Master of Science in Environmental Engineer-
ing 1974, University of North Carolina
Bachelor ·Of Sciences in Civil Engineering
1973, University of Notr.e dame
Hydraulic designer -TARP
Illinois
Harza Engineering Company
Experience, and Qualifications Relevant to the Susitna Project:
J·une 1978 to Date: Harza Engineering Compan¥, Chicago, Illi-
nois. Engineer. Hydraulic Design Division. Responsibilities
include preparation of conceptual and final hydraulic designs.
• Lead Hydraulic Engineer on Yacyreta Project, Argentina and
Pax;aguay. Provided review and design studies for 55,000
m3/s, 44 m head and 40,000 m3/s, 34m head spillways and
stilling basins. Simulation of river diversion and closure
schemes proposed by bid tenderers with mathematical model
to assist in the evaluation of offers. Analytical analysis
and design of fish facilities.
• Prepared hydraulic design studies for 4600 m3/s, 950 m long
tunnel spillway, 800 m3/ s, 1100 m lo.ng diversion tunnel,
90 m3/s irrigation conduit, 90 m3/s powerhouse conduit,
including intakes and energy dissipaters for Maqarin Pro-
ject, Jordan. Hydraulic design of the powerhouse tailrace.
Evaluated hydraulic transient response of penstocks for 20
MW 150 m head uni~~·
• Hydraulic transient andhead loss analyses for addition of
3 000 MW po,~erhouse to Ta'rbela Project, Pakistan by convert-
ing three ~~ .. 5 km, 550-700 m3js diversion tunnels to power
conduitsi
EUGENE J. GEMPERLINE -2-
Senior Engineer -Hydraulics
• Hydraulic analyses for :upgrading of existing Warrior Ridge,
Pennsylvania small-hydro project including computations of
tailwater rating curve and spillway capacity.
• Hydraulic anal~~es for ~xpansion of existing Hadley Falls
Hydroelectric Project Massachusetts, including tailwater
rating curve and hydraulic analysis of new fish facilities.
• Lead Hydraulic Engineer·for discharge capacity study for an
existing 3.5 km long 100 m3js diveraion tunnel for mine
tailings in Chile. Developed recommendations to ~prove
hydraulic capacity by eliminating hydraulic jumps, locating
points of interior wall overtopping and determining transi-
tion discharges from open channel pressurized flow ..
Conducted preliminary hydraulic analyses of head lCiss and
stability in penstocks, intakes and draft tubes to optimize
design of 2000-3000 MW underground pumped-storage project
in northern Illinois. Developed a computer program in
northern Illinois. Developed a computer prog:r:amto compute
hydraulic properties for systems ranging from 2250 to 6600
ft head, and with from 3000 to 13,000 cfs in discharge and
8 to 12 pump/turbine units.
• Prepared hydraulic design studies to determine surge levels
following power failure to an 1150 cfs 150-330 head pumping
station while dewatering over 100 miles of 20-33 feet dia-
meter tunnels. Also, performed hydraulic analyses for the
preliminary design of components of an 80,000 acre-feet
reservoir, including the 80,000 cfs outlet mani::old, a
1000 cfs pumping intake/outlet, a distribution chamber, and
a surge gat.eshaft for the Chicago Tunnel and Reservoir
Plan, Illinois.
• Modified a water surface profile computation progra."'l to
accept more cross section geometries including transitions
and to improve computational techniques. Program is used
in both closed conduits and open channels, for tranquil and
rapid flow and determines locations of hydraulic jumps.
• Prepared final design of a 39 meter long stilling basin for
El Nispero Dam Spillway. Basin was designed for a hydrau-
lic jump on sloping apron downstream of gates for design
flow of 1150 ems, resulting in safe design and economy.
• Used results of model studies of San Lorenzo Dam spillway
and stilling basin to develop upper and lower nappe pro-
files for 25,000 ems design flov1.
• EUGENE J. GEMPERLINE -3-
Senior Engineer -Hydraulics
.Uii} -~.
January 1978 to June 1978: Harza Engine.ering Company, Chicago#
Illinois. Assigned to Hydraulic Design Division. Prepared
hydraulic design of components of the Burlington Dam Flood Con-
trol Project in North Dakota including a 60,000 cfs diversion
works including a mile long 22 ft tunnel and a spillway, and a
500 cfs three-level water quality intake.. Also designed two
smaller outlet works for an upptream flood control dam and. a
diversion dam and analyzed effects of the diversion dam on flood
levels upstream through backwater modeling.
Se~tember 1974 to Januar~ 1978: Harza Engineering Company,
Ch~cago, IllinoTS. Engineer. Water Resources Division. Devel-
oped al.ternative plans and cost estimates for the control of
storm runoff to meet state and federal standards for new strip
co~l mines in Wyoming. Prepared drawings of the accepted plan
fo;j: presentation to the regulatory authorities including the
Sta.te Engineer and Department of Environmental Quality and the
Mine Enforcement Safety Administration. Plans included side
channel spillways, sedimentation ponds, diversion channels and
dikes, conduits and small flow-regulating reservoirs. Both
short-range and long-range plans for the 50-year life of the
mine were made.
• Analyzed potential flood damages for a community in nor-
thern Indiana for a u.s. Army Corps of Engineers flood
control study. Flood losses were computed for commerical,
public, and semi-public establishments, and utilities. The
value of lost recreational opportunities for a heavily used
park was analyzed based on the duration, frequency and
seasonal distribution of flooding. The cost of transpor-
tation delays was estimated on the basis of detour routes.
• Project Manager of a project to alleviate open-water and
ice-related flood damage on the Rock River in western
Illinois8 Duties included definition of the flood problem
through hydrology, hydrualics and back-water modeling,
.... ~flood damage estimation, and formulation and evaluation of
structural and non-structural flood control plans . Layottts
and aost estimates were made and benefits were estimated
based on averagae annual damages eliminated. Environmental
analyses were carried out. A computer model was developed
which would estimate average annual damages with and with-
out plans in place enabling optimization of alternative
plans. This model estimated over $1,000,000 damage to over
1,000 structures for the flood of record within 5% of the
actual damage. Developed computer backvlater models of 15
miles of the Rock River for flows from 5,000 to 75,000 cfs.
The recommended plan of selective flood proofing and levees
EUGENE J. GEMPERLINE -4-
Senior Engineer -Hydraulics
has a benefit-cost ratio of 1.6 and is to be included in a
survey report by the u.s~ Army Corps of Engineers.-
• Participated in Flood Insurance Studie$ for communities in
Illinois. Duties included hydrologic and .hydraulic ana.ly-
ses, community contact and definition of flood hazard
are~s~ Developed computer backwater models for over 100
miles of streams for flows from 100 to 65,000 cfs .
.
September 1973 to Sept.ember 1974: University of North Carolina,
Chapel Hill, North Carolina. School of Public Health. Graduate
work on a lvlaster of Science in Environmental Engineering includ-
ed several courses in System Analysis and Water Resources Plan-
ning.
• Developed a computer modei for a stream reservoir system
which defines the probability with which stream and reser-
voir will not meet water supply demands.
January 1973 to May 19~~; University of Notre Dame. Senior
Project. Developed a physical model o£ a p~oposed cable
anchored underwater dredging device, in order to determine
expected forces in the cables from waves. Worked included
instrumentation with resistive type strain gages, design and
construction o.f the model and electrical circuitry including
hook-up to an-oscilloscope.
Technical Papers and Articles:. "Development of the Hedging
Horizon for Use in the Allocation of Stream Resources for Water
Supply 11
• f.faster' s Thesis, 1974. The paper shows how a computer
model can be used in the operation of a stream-reservoir system.
Client References:
Project Name:
TARP
The Metropolitan Sanitary
District of Chicago
100 E Erie Street
Chicago, Illinois 60611
Joseph H. Hines
Ronald A Newbauer
Frank E. Dalton
(312) 751-5600
Job Title:
Work Location:
Education:
Professional
Registration:
Parent company:
!. • D .-; · 1~1-zt:; I'" . ·~.f.'·· .. /z/ __ l ~.-
SHIA..""i N. GOYAL
Principal Engineer -Analysis/Design
Bellevue
Agra University, India -BSc 1949
Roorkee University, India -BP, Civil
Engineering (with honors) 1952
Iowa University, Iowa -r1s1 Mechanics and
Hydraulics 1970
New York
Ebasco Services Incorporated
E~perience and Qualifications Relevan~ to the Susitna Project:
December 1980 to Present: Principal and Lead Discipline
Engineer at :New York Office of Ebasco for 2-960 MN Shearon
Harris Nuclear Power Plant. Administratively responsible for
forecast of manpower and workday forcast for design and
engineering, job control by monitor.i.ug schedules and workdays.
Technical responsibilities include technical correspondence
with the client, Civil Engineering input to the Final Safety
Analysis Report and responses to Nuclear Regulatory Commis-
sion's questions on that. Also responsible for Engineering
Support to construction.
April 1977 to December 1980: Principal Civil Engineer. Respon-
sible for development of design criteria and material specifica-
tions.
• The structures included ultimate heat sink cooling reser-
voirs main and auxiliary7 main and auxiliary dams and their
spillways; stream diversion works; make-up water and circu-
lating water system; cooling tower blowdown system; seis-
mic Category 1 fuel handling building, diesel fuel oil
storage tank building, reactor make-up and refuel water
storage tank and condensate storage rank building, and
other miscellaneous structures; and foundations for all
buildings for the Shearon Harris Nuclear Power Plant.
• The darns were designed as seismic Category 1 structures.
Dynamic anlaysis by finite element model was performed.
SHIAM N GOYAL
Principal Engineer
-2-
Analysis/Design
Septernbt:;r 1973 t~ April 1977: Senior Civil Enginee:c-. Responsi~
ble for engineering and hydraulic studies for ultimate head sink
cooling reservoirs, stream diversion works, main ru~d auxiliary
res~rvoir, stream d.iversion works, main and auxiliary reservoir
spillways, low le.vel release system, reservoir make-up water
system, and circulating water system; engineering studies fo~~
river and reservoir intake structures, seismic Category 1 plant
buildings; and fnput to con~truction bid specifications.
Febru~EX 1973 to September 1973: Design Supervisior, Shearon
Harris Nuclear Power Plant. Responsible for supervision of
design and drafting of drawings for construction bid package for
the ultimate heat sink cooling reservoirs, dams and spillways,
stream diversion works and make-up water system; and final
construction drawings for turbine building and fuel handling
bt.lilding ..
February 1970 .!9. February 1973: Lead Engineer, Shearon Harris
Nuclear Power Plant for cooling reservoirs, dams and spillways.
• Lead Engineer, Monroe Street Hydroelectric Modifications,
Washington. Responsible for layout and de
1
sign of concrete
dam, intake structure and concrete penstock.
e Lead Engineer, Ludington Pumped Storage Project
1,872,000 kw installation. Power plant building, including
coordination, review of manufact,urer' s drawings; storm
water drainage; layout and design of emergency overflow
system; penstock encasement and penstock retaining walls.
studies for river diversion works for Davis Pumped Storage
Projec:t ..
September 1969 to February 1970: Back to Iowa University, Iowa
for completing graduate studies leading to MS in Mechanics and
Hydraulics.
June 1969 to September 1969: Civil Engineer, Ludington Pumped
storage PrOject; Stability analysis of power plant.
SeEtember 1968 to June 1969: .Research Assistant in the Depa~t
ment of Mechanics and Hydraulics of the University of Iowa,
Iowa. Pursued course of study for MS in Mechanics and Hydrau-
lics.
SHIAM N GOYAL -3-
Principal Engineer -Analysis/Design
~ATE IRRIGATION DEPARTMENT UTTAR PRADESH, INDIA
July 1962 to August 1968: Executive Engineer, Central Design
Directorate; Lucknow; Engineering of 90 feet high earth and
rockfill Obra Dam, 390,000 cfs concrete spillway, power plant
having 3 units of 3 3, 000 kw each; 400 feet high earth and
rockfill Rcun.gange Dam, 31 feet diameter diversion tunnels,
280,000 c£s, 400 feet head service spillway, 80,000 cfs
auxiliary spillway, 5,000 cfs irrigation outlets, and power
plant having 3 units of 66, 000 kw each.
• Development of hydraulic and structural design criteria and
material specifications, economic studies for the height of
dam vs spillway capacity. Spillway stilling basin was
located in soft sand rocks. The stilling basin had 95 feet
high retaining \'lalls.
February 1960 to July 1962: Subdivisional Officer, irrigation
Division Remodelling bridges and weirs on 2000 cfs channel to
increase capacity to 4000 cfs. Maintenance and construction of
flood protection works.
May 1954 .:!:,2 February 1960: Engineer, Design and Planning
Directorage, Eihand Dam; Design of prestressed and reinforced
concrete bridges, 296 feet high concrete gravity dam, penstock
intake and trashrack structure, power plant having six units of
55,000 kw each. Development of contract specifications and
other docum.ents •
• Visited English Elect.ric Company, England to finalize power
plant layout; visited Electricity de France Hydraulic
Research Laboratories.
November 1953 .!::!2 May 1954: Subdivisional Office.r, Irrigation
Division. Maintenance of 2000 cfs irrigation channel system,
planning and design of flood drainage schemes.
Septembe_;; 1952 j;.Q August 1953: Apprentice Engineer, Soils and
construction Division. Design and construction supervision of
official building, design of single span foot bridge over 300 1
wide irrigation channel.
Client References;
l?roj ect Name: Shearon Harris Nuclear Power Plant
Mr. Ashleight Lucas
Site Manager
New Hill, NC 27562
(919) 362-2290
SHIAM N GOYAL
Principal Engineer
Project Name:
-4-
Analysis/Design
State Irrigation Department Uttar
Pradesh, India
Mr. Jagdish Naraya.n
Now at World Bank Washington, D.C.
(202) 477-6881
Job Title:
Work Location:
Education:
Special
Qualifications:
Profession;.il
Registration:
Parent Company:
R. EDWARD HEDGECOCK
Lead -Rock In-Situ Tests
Anchorage
Duke University BS -Geology -1971
Duke University -MSCE -Soil/Rock Hechanics
-1973
Rock excavation, Blast Vibration IVloni toring,
Rockbolting, Rock Stability, and Geotechni-
cal Instrumentaticn
Professional Engineer Colorado, North
Carolina
Professional Geologist, Oregon
Ebasco Services Incorporated
Experience and Qualifications Relevant to th~ Susitna Project:
May 1978 to Present: Mr~ Hedgecock is presently Senior Geotech-
nical .Engineer in the Earth Sciences group of Ebasco Services
Incorporated. He was Ebasco•s field representatir1e ·during 1981
field studies to evaluate the feasibility of constructing the
Grant Lake Hydroelec·tric Project for the Alaska Power Authority
and was responsible for geotechnical field investigations in-
cluding technical review and liaison with subcontract profes-
sional staff. Site development options considered included a 75
ft high rockfill embankment, saddle dam, surface penstock, above
ground powerhouse, along with various tunnel alignments.
• Partie ipa ted as project team member during technical and
cost review of the Bath County Pumped Storage Project for
Allegheny Power Service Corporation and was responsible for
technical review of all quality control records for the
partially completed construction of the 460 ft high Upper
Dam and the 140 ft high Lower Dam. Both dams are zoned
earth and rockfill embankments. Also responsible for tech-
nical review of remedial work peJ:-formea to a) monitor and
ensure stability of the high rock slope comprising the
powerhouse back slope and b) define and grout a series of
fractures intersecting the Upper Dam right abutment at
depth.
• Served in a geotechnical advisory capacity during construc:-
tion of Main Dam at Carolina Power and Light's Shearon
R. EDWARD BEDGECOCK -2-
Lead -Rock In~situ Tests
Harris Nuclear Power Plant Site. The structure is a 100 ft
high earth and rockfill dam with central impervious core.
Principal areas of involvement have included: Assisted
CP&L in preparation and implementation of embankment quali-
ty control test procedures. Advised on construction of and
prepared report docmnenting rockfill test sections. Esti-
mated available spillway rockfill quantities based dn rock-:-
fill gradation requirements and anticipated spillway weath-
ering profile. Evaluated spillway rock slope stability
rockbolting requirelnents, and associated costs. Directed
field and laboratory investigations for impervious borrow
area. Monitored and advised on borrow area development and
expansion. Supervised and evaluated laboratory and field
test section comparisons of filter maximum and minimum
densities for relative density control. Advised on Main
Dam rockfill quarry investigation, layout, and slope stabi-
lity.. l\1onitored quarry excavation procedures as they~ af-
fected rockfill quality. Reviewed Wake Stone quarry pro-
cessing and stockpiling procedures due to coarse filter
gradation difficulties. Recommended improved techniques
and provided full-time inspection of coarse filter produc-.)
tion at the Knightdale quarry. Assisted CP&L in supervi-.
sian of laboratory and field inspection personnel. Re-
viewed and evaluated embankment Quality Control test re-
sults. Prepared Interim Embankment Report summarizing all
aspects of embankment quality control for the 1979 con-
struction season. Prepared Final Embankme1:1t Report sum-
marizing all aspects of embankment quality control for the
1979-1980 construction seasons.
• Planned laboratory soils investigations for Phase I feasi-
bility studies of upper reserve ir of Utah Power and Lig.ht 's
Bear Lake Pumped Storage Project. Evaluated and documented
results of lab investigations as input to feasibility re-
port.
• Edited and prepared geologic sections of Environmental
Report for the U.,$.Department of Energy, w. R. Grace Compa-
ny, Synthesis Gas Demonstration Plant.
January 1973 to April 1978: Mr. Hedgecock served as soils engi-
neer for Stone-and Webster Engineering Corporation gaining ex-
tensive experience in geotechnical related investigation, de-
sign, and construction of power plants on soil and rock sites.
Representative responsibilities included involvement with the
•· . •••• R. EDWARD HEDGECOCK -3-
Lead -Rock In-Situ Tests
following projects: Lead Geotechnical Engineer during construc-
tion phases of Tampa Electric Company! s Gannon,. Hooker's Point
and Big Bend 3 and 4 fossil power stations. Lead Geotechnical
Engineer during initial phases of geologic and seismologic fea-
sibility studies for nuclear power station sites planned by
Tampa Electric Company. Lead Field Geotechnical Engin~er during
foundation rock excavations for Virginia Electric and Power
Company's North Anna Units 3 and 4 Nuclear Power Stationso
Responsible for geologic mapping, blast monitoringF and review
of rock support installation procedures. As Support Soils Engi-
neer, reanalyzed seismic stability of the service water reser-
voir embankment for Units 1 and 2 at the North Anna Site and
prepared response to the NRC. Lead Field Geotechnical Engineer
during cofferdam dew·atering, foundation excavation, and struct-
ure demolition for the Rock Island 2nd Powerhouse constructed
for the Public utility District No. 1 of Chelan County, Washing-
ton. Lead Geotechnical Engineer during installation of the
grout curtain and.foundation relief drain systems and during
rer..;a tering and removal of the cofferdams for the l~ock Island 2nd
Powerhouse. The Rock Island Project, an eight-unit bulb turbine
installation, is located on the Columbia River south of Wenat-
chee, Washington. Major geotechnical involvement included de-
watering and cofferdam sealing of a 100 ft high earthen coffer-
dam upstream of the existing structure and a 70 ft. high cel-
lular cofferdam downstream of the structure, demolition of a
portion of the existing concrete gravity structure., l/2 million
cubic yards of rock excavation, rock bolt support of a 90 ft
high vertical cut in basalts, foundation grouting and drain
installation, and rewatering and removal of cofferdams.
Client Reference:
Project Name:
Project Name:
Grant Lake, Alaska
Alaska Power Authori ·t.y
334 West Fifth Avenue
Anchorage, Alaska 99501
Mr~ Eric A. Marchegiani
Shearon Harris Dams, North Carolina
Carolina Power & Light Company
336 Layetteville Street
p.o. Box 1551
Raleigh, North Carolina 27602
Mr. T. H. Wyllie, Manager Construction
(919) 836-6111
R. EDWARD HEDGECOCK -4-
Lead -R<.?ck In-Situ Tests
Project Name: Rock Island, Washington
Public Utility District #1
Chalane County, Washington
Mr. Ralph Kur·tz
(206) 682-2581
Job Title:
Work Location:
Education:
Special
Qualifications:
Professional
Registration:
Parent Company:
NICHOLASM. HERNANDEZ
Project Studies and Design Manager
Anchorage
',\
Master in Business Administration 1973,
University ot" Chicago
Graduate Studies in Structural Engineering
Illi:nois Institute of Technology
Bachelor of Science in Civil Engineering
1952, Illinois Institute of Technology
Project Manager-Bath County Planning Stage
Professional Engineer -Illinois
Structural Engineer -Illinois
Harza Engineering Company
Experienc.~ and Qualifications Relevant to the Susitna Project:·
September 1979 to Date: Harza Engineering Company, Chicago and
Clf) Argentina. Project Engineer in Chicago for three months during
the initiation of the design and construction drawing prepara-
tion phase for ti)e 26 MW Maqarin Hydroelectric Project in
Jordan. In Argentina as Engineering Coordinator and Civil
Department Head for the design and construction drawing
preparation for the Yacyreta Hydroelectric Project on the Parana
River.
May 1976 to September 1979: Harza Engineering Company, Honduras
and Venezuela. Resident Manager in Honduras of an integrated
group for tbe preparation of a Master Plan at prefeasibility
level, a feasibility study and the preparation of contract docu~
ments for the flood control in a valley with an area of 1,800
sq. kilometers below a watershed of 24,000 sq. kilometers. Also
included was the investigation at feasibility level, the irriga~
tion of a valley with a gross area of 12,000 hectares and pre-
paration of Contract Documents for an irrigation syste..lll in a
selected zone. Five months were spent in Caracas preparing fea-
sibility designs for a complex of three hydroelectric develop-
ments in western Venezuela. Emphasis was on the design of the
spillways, water conductors and powerhouses.
NICHOLAS M. HER.t"\NDE Z -2-
Proiect Studies and Desiqn Manaqer
June 1975 to April 1976: Harza. Engineering Companyr Paraguay
and Argentina. Engineer in charge of field review of designs,
specifications and preparation of drawings for the 70 kilo:meters
long Apipe dam. Work included alternative bridge designs for
crossing the 1.4 kilometer wide Parana river.
• Chief Engineer in Argentina for the initiation of feasi-
bility studies for hydroelectric development of the 150
kilometers reach of the Parana River below the proposed
Itaipu site.
August 1973 to June 1975: Chas. T. Main, Inc., Boston,
Massachusetts. In charge of civil-structural aspects on the
planning, design and preparation of contract documents for the
Cornwall Pumped-Storage Project, New York. Was later trar-s-
ferred to the Saito Grande Hydroelectric Project in Buenos
Aires, Argentina where for 19 months was the Chief of Civil
Design during the preparation of construction drawings for the
1,620 MW power plant, dam and navigation lock.
November 1970 to May 1973: Harza Engineering Company, Chicago,
Illinois. Department Head, Civil Design Branch.. Project
Manager for Reza Shah Kabi:r.-Project in Iran with 1,000 MW power
station! arch darn 200 m high and 16,000 cumecs chute spillway.
Responsible for preparation and scheduling civil power ~cation
drawings for hurricane barrier in the New Orleans area for the
U~S. Army Corps of Engineers. Responsible for the feasibility
design layout and estimating of the 2,000 MW Savage River
Pumped-Storage Project. Conceptual design layout and scheduling
the Stony Creek Pumped-Storage Project (1,500 MW). Conceptual
planning for development of a proposal for 600 MW underground
hydro-project in Guatemala including client contact. Project
Mana.ger during initial planning stage of the 2,100 MW Bath
County Pumped-Storage Project, Virginia.
February: 1969 .:£2 October 1970: Harza Engineering Cornpa.ny,
Chicago, Illinois. Department Head, Civil Design Branch.
Reviewed project areas and prepared engineering proposals for
irrigation and power projects in Guatemala, Argentina and South
Korea. Responsible for preparation of feasibility designs and
reports for six flood control projects including one power sta-
tion for the u.s. Bureau of Conseryation.
December 1966 to January 1969: Harza Engineering Company,
Ch~cago, Illinois. Department Head, Civil Design Branch. Pre-
pared preliminary design and layout of Havasu Pumped-Storage
NICHOLAS M. HERANDEZ -3-
Project Studies and Design Manager
Project and Central Arizona Project, Link Power Station. Pre-
pared civil contract documents for completiO.L1 of power station
and yard for-Rio Hondo Project, Argentina. Supervision of
design and preparation of construction drawings for Seneca
Pumped-Storage Proje.ct power station and water power conduc-
tors.
Layout of pumped-storage power station and water conductors
in Arizona for an FPC license. Layout of Chi<::;ago under-
ground pump(~d-storage power station and water conductors
for feasibility studies. Review of proposed 38,000 hec-
tares i~rigation project in Iran.
November 1961 to November 1966: Harza Engineering Company,
Chicago, Illinois. Section Head in the Civil Oi v·ision. Duties
included desi9n of 75-foot gravity retaining wall to stabilize
the hillside adjoining the tailrace of Mayfield Hydroelectric
Project, Washington. Superv.j..sion of contract document prepara--
tion for the Seneca Pumped-Storage Project and design o£ power
tunnel, conduits and penstocks.
September 1959 to October 1961: Harza Engineering Company!
Amman, Jordan. Chief o£ Design Section in charge of design of
the irrigation distribution system for 12,000 hectares in the
Jordan Va~~ey.
February 1958 tq August !95_2: Harza Engineering Cc;:mpany, Chica-
go, Illinois. ·Supervision, design, and preparation, of design
drawings for the Karadj Hydroelectric Development powerhouse.
Harza Engineering Company, Amman, Jordan. Chief of Design Sec-
tion, East Ghor Technical Team, Jordan.
Novembe,E 1955 to February 1958: Harza Engineering Company,
Chicago, IllinOis. Design of the generating monolit:.hs, gravity
dam monoliths and fish ladders on the Priest Rapids Hydroelec-
tric Project, Washington. Inspection of construction on the
Boulder Creek Hydroelectric Project in Utah. Design of 300--foot
reinforced concrete intake tower and 6 and 9 meter d.:lameter
reinforced concrete power tunnels for Derbendi Khan Hydroelec-
tric Project, Iraq. Prelimir.Lary design for t.he Prie~\lt Rapids
Hydroelectric Project contract documents. resign of elements of
the service bay on the Panchet Hill Hydroel ·actric PrClj ect,
India.
NICHOLAS M. HERANDEZ -4-
Project Studies and Design Manager
Client References:
Project. Name: Bath County Pumped Storage Project
Virginia Electric and Power Company
Powerstation Engineering and Construction
P.o. Box 564
Richmond, Virginia 23204
Mr. J.M. Hagood, JrD
( 804) 771-6103
Job Title:
work Location:
Education:
Special
Qualifications:
Professional
Registration:
Parent Company:
fl111111 1
' IUDI'
J. DAVID HOBBS
Anchorage Laboratory
Anchorage
University of Florida, 1977 -1980
Mr. Hobbs has eight years of laboratory
testing experience and is responsl.ble for
the day-to-day management of testing activi-
ties in Harding Larson Associates' Anchorage
laboratory. Under the direction of senior
engineers at HLA, Mr. Hobbs supervises ~~e
laboratory technicians performing classifi-
cation testing (moisture, density, compac-
tion, grain size analysis, Atterberg lim-
its), and performs triaxial shear strength
and consolidation tests on frozen and unfro-
zen soils. He performs quality control
review of data obtained from the technicians
under his supervision and coordinates test-
ing programs with staff engineers and geolo=
gists.
None
Harding Lawson Associates
ltXEerienc~ ~ pualifications Relevant to th.e "§usit~ Project:
Mr. Hobbs has provided laboratory support for most of·HLAs'
projects since he ioined the firm, with particular emphasis or's
frozen soil testinq of onshore and offshore samples.
• Duck Island Development Unit, Beaufort Sea, Alaska, 1981 -
Te~:sting of frozen soil samples for triaxial compression,
stJ:~ength testing, and classification testing.. Data were
us~.d to establish preliminary design criteria far offshore
gravel island, pipelines and cau~eways for Exxon Company,
u.s.A.
• Gas conditioning Facility, Prudhoe Bay, 1981 -Laboratory
testing included shear strength in triaxial compression for
J. DAVID HOBBS
Anchorage Laboratory
-2-
both quick and long-term creep for design of facility which·
will condition gas for shipment through the proposed ga.s
pipeline for Northwest Alaskan Pipeline Company and four
major petroleum companies.
• Waterflood Project, Prudhoe Bay, 1980 -Extension labora-
tory program included frozen strength, thaw consolidation,
thermal conductivity, triaxial compression and classifica-
tion testing for major water injection development. Per-
formed for Prudhoe Bay Joint Operating Unit.
Client Reference:
~1r. R.R. Bowen Exxon Company, U.S.A.,, Western Divison 1800
Avenue of the Stars Los Angeles I California 90067 I ( z-13)
552-5685.
Mr. ~1aurice S. Greenberg c/o The Ralph M. Parsons Company 100
West Walnut Street Pasadena, California 91124, (213)
440-3774.
Mr. John I<. Deavenport .Aroo Oil and Gas Comp~'rlY Prudhoe Water-
flood Project-P.o. Box 7232 San Francisco, California 94120
(415) 768-5194.
Job '11i tle:
.
Work Location:.
Education:
Special
Qualifications:
Parent Company:
NORMAN B. HOLST 1 JR.
Field Geologist
Anchorage
Master of Science 1978, University of
Illinois at Chicago Circle
Bachelor of Science 1974i Wayne State
University
Major Participator -Bath County
Harza Engineering Company
Ex;eerience and. Qualifications nelevant to the Susitna Project
June 1980 to Date: Various ass~gnments in u.s. and Latin Ame.ri-
ca. Theselncluded geologic mapping and interpretation of wide-
ly varying terrains: complexly faulted sediments in Venezuelan
Andes, volcanics and volcano-clastics in El Salvador, faulted
and karstic limestones in Honduras, and basalt flows in Washing-
ton State. Also participated in geotechnical evaluation of
project sites in Washington and Colorado.
Work in Washington included extensive drilling and geophysical
program with exploration and evaluation of existing earth/rock
fill dikes. Also assisted geotechnical personnel in grouting
program for dams, tunnels, and powerhouse during several recent
short term assignments at Bath County Project, Warm Springs,
Virginia.
August 1978 to June 1980: Harza Associates of Virginia, Warm
Sp:r· ings 1 v"1rg!nia. Field Geologist. Responsibilities included
mapping of vJeology uncovered in tu.nne.ling and excavation of
foundations, identification of areas in tunnels and foundations
requiring special treatment or reinforcement, and solution of
various field problems such as locating suitable construction
materials.
June 1978 to September 1978: University of Illinois at Chicago
Circle, Ch~cago, Ill~no~s. Lecturer in Geology. Developed and
taught introductory level college geology course and coordinated
laboratory instruction for same.
Tochrtiqal Papers and Articles: The Use of Thermodynamic Excess
Funct~ons In the Nernst D~stribution Law," The American
Mineralog1.st, Vol. 63, pp. 83-86, January-February 1978.
NOID~AN B. HOLST, JE.
Field Geologist
,...z_
"The. Join Diops ide ""' Ilmenite and Its Bearing on the Corporation
of Titanium into Clinopy-roxenes." ~laster's Thesis, University
of Illinois at Chicago Circle, March 1978.
Client References:
Project Name: Bath County Purnped Storage Project
Virginia Electric and Power Company
Powerstation Engineering and Construction
P.O. Box 564
Richmond, Virginia 23204
Mr. J.M. Hagood, Jr.
(804) 771-6103
j
•'.; ., .
Job Title:
Location:
Education: ·
Special
Qualifications:
Professional
Registration:
Parent Company:
DAVID M. JEZEK
Logistics
Anchorage
High College( Seattle, Washington, Studies
Relevant Experience in Alaska
None
Frank Moolin & Associates, Inc.
Experience and Qualifications Relevant to the Susitua Project:
-~----------
April 1981 to Present: As Manager of Logistics for Frank r<Ioolin
& Associates, Inc., Nr. Jezek directs the logistical operations
for all home office and field projects, including developing and
implementing comprehensive logistical plans for remote Alaska,
arctic and subarctic environments. Coordinates and monitors
subcontractor logistical efforts. Additionally, he develops
camp operation and maintenance criteria and provides conceptual
design and procurement assistance for camp facilities. The
logistics operations includes logistical planning, procurement,
traffic¥ inspection, expediting, material take-off/control,
warehousing, and related activi·ties. Mr. Jezek provides logis-
tical planning and operations support for the North Slope Bo-
rough garrow Utilities System, City of Valdez container terminal
and grain terminal, Alaska Power Authority Terror Lake Hydro-
electric power project, and Alaska International Air, Inc.'s air
cargo handling facilities a\t Bethel, Alaska.
April 1980 to March 1981: Mr. Jezek served as Material Control
supervisor for Parsons Constructors, Inc., directing field op-
erations including logistics, purchasing, traffic and warehous-
ing for new construction and rehabilitation of existing facili-
ties .at the Shell Oil petrochemical manufacturing complex at
Martinez, California.
March 1978 to April 1980: For Saudi Arabian Parson, Ltd.; as
Material Control Super.visort he supervised personnel involved in
monitoring the construction contractor to ensure compliance with
project procedures and approved construction documents in the
areas of purchasing, warehousing, material control, and traffic.
Projects included grass-roots construction of Arabian ~nerican
Oil Company sulfur recovery and oil-fired utility plants at
DAVID M" JEZEK
Logistics
Berri and Ju'Aymah, Saudi Arabia.
March 1977 to March 1978: As Logistics Supervisor for Parsons
InternatR)nai, Ltd.~, Mr. Jezek provided supervision of logis-
tics, material control, and computer data input personnel en-
gaged in the generation, maintenance, management, and processing of logistical data.
October 1973 to March 1977: Mr. Jezek was the Material Control
l-,upervJ.sorforRSR Corporation, where he supervised material
control activities, including inventory audits of raw materials
for smelter and manufacturing operations, warehousing, traffic,
and rnaintenance contract preparation and negotiations. "
December 1970 to October 1973: For DBM Corporation, Mr. Jezek
served as· Maintenahce Supervlsor, responsible for m;:lintenanC'e,
sobedulin~, and material procurement for industrial facilities
and multi-story office complexes.
Job Title:
Work Location:
Education:
Special
Qualifications:
Professional
Registration:
Parent Company:
GEORGE D. (DAN) JOHNSON
Lead -Rock Drilling an0 Test Grouting
Anchorage
Oregon State University -Geology B.S. -
1955; M.S. 1959
Extensive experience in leading exploration
and grouting for hydroelectric projects ..
Registered Geologist and Certified
Engineering Geologist in State of Califor-
11ia.
Ebasco Services Incorporated
Experience. and Qualifications Relevant to the Susi tna Project:
June: 1971 to Presen·t: rvir. Johnson .is presently Consulting Geo-
iogfst ~n the Eart~Sciences Group of Ebasco Services. Eis 11
yeRrs of Ebasco project experience includes the South Fork A-
merican River Project in California, the Keban Hydroelectric
Project in Turkey, review of the Bath County Pumped Storage
Project in Virginia, a proposed pumped storage project at Bear
Lake in Utah and the Shearon Harris dams which are nearing com-
pletion in North Carolina.
• While on a 3-year assignment for Eba~~c in Turkey, he su-
pervised a large staff of engineers ~na geologis~s for
underground construction of an extensive groundwater barri-
er beneath a dam using grouting and drainage methods,. Work
also included ezploration and treatment to exclude ground-
water \vhile driving the ad::.t network below river level.
• For California's South Fork American River Project, he led
geotechnical design exploration for three dams, tunnels,
powerhouses, pipelines, and related structures. Explora-
tion included geologic mapping, seismic refraction surveys,
and core borings for tunnel alignments/portals, and dam
construction materials. As a result of the explorations,
recommendations have been made to adjust structure loca-
tions to better adapt to the known geologic conditions.
• Allegh~ny Power Service Corporation requested Ebasco to
review certain aspects of the design and ongoing construc-
tion of the Bath County Pumped Storage Project. Mr. John-
son, responsible for review of grouting and underground
GEORGE D. (DAN) JOHNSON -2-
Lead -Rock Drilling and Test Grouting
structures, found that state-of-the-art methods were being
utilized.
• super.~1ised Eba.sco • s feasibility explorations for siting a
400 NW powerhouse and dam for Utah Po·wer ft Light Company at
Bear Lake, Utah. Explorations, including geologic mapping,
core drilling, trenching and soil and permeability testing,
identified complex geologic conditions in this, highly seis-
mic area.
• Carolina Power & Light Company is constructing the Shearon
Harris Nuclear Power Plant which includes tt-1o embankment
dams for coaling reservoirs. Ivir. Johnson lead the Ebasco
staff for field construction geology which has included
treatment and n1apping of foundations, fault investigations 1
preparation/implementation of grouting procedures and pre-
paration of as-built reports on the foundations and grout-
ing.
1962 to June 1972: Mr. Johnson served as Engineering Geologist
to the State of California Department of Water Resources. His
nine years with the California Department of Water Resources
provided Mr. Johnson varied hydroelectric experience in which he
participated in geotechnical investigations and grouting pro-
grams at various dams and rel~ted structures throughout Califor-
nia. He was resident geologist during construction of Grizzly
valley Dam, Thermal ito po\ver plant, fo,rebay and after bay, power
canal and power canal bridges at Oroville, California. He also
participated in explorations for the Oroville Dam underground
powerhouse. At the Techachapi Crossing of the California aque-
duct he led the staffs in contact and consolidation grouting of
five tunnels.
1960 to 1961: Dames & Moore, Seattle-Portland-New York City;
Engineer1ng Geologist. Logged borings and conducted soil tests.
1960: Oregon Portland Cement Company, Portland, Oregon; Econo-
mic Geologist.
1955 to 1957: United States Army, Signal Corps; 1st Lieutenant,
Site Platoon Leader.
summer 1953: Corps of Engineers, Anchorage, Alaska. Conducted
tests in materials lab.
•
GEORGE D. (DAN) JOHNSON -3-
Lead -Rock Drilling and Test Grouting
Client Re.ferences:
Project Name:
Project Name:
Project Name:
Keban Dam, Turkey
Devlet Su Isleri
Mr. Refik Akarun
Head of Dam Division, DSI
Ankara, Turkey
Tel 90-41-181100
SOFAR Project, California
El Dorado Irrigation District
Mr. Frederick c. McKain
Project Administrator SOFAR
2890 Mosquito Road
Placerville, CA 95667
(916) 622-8620
Shearon Harris Dams, North Carolina
Carolina Power & Light Company
336 Fayetteville Street
P.O. Box 1551
Raleigh, North Carolina 27602
Mr. T. H. Wyllie, Manager Construction
(919) 836-6111
•
Job Title:
Work Location:
Education:
Special
Qualifications:
Professional
Registration:
Parent Company:
STEVEN A. JOHNSON
Field Manager
Anchorage
M.S., Engineering Geology, Purdue
University -1974
B5S., Geological Engineering,
University of Alaska -1973
Mr. Johnson brings eight years of Alaskan
field experience to the Watana Dam project.
For the past three years he has managed
field operations for major on-ice, onland
ana overwater geotechnical and geophysical
investigations. He has developed particular
expertise in coordinating logistics for
remote site locations, including surveyors,
barge operators, helicopter and fixed wing
support. Mr. Johnson is skilled at conduct-
ing complex investigations under extreme
conditions using large crews.
None
Harding Lawson Associates
Experience and Qualifications Relevant t~, tl!_e. Susitna Project:
1981 to present~ ·Over-Ice Drilling Investigations, Lease Sale
Area 71, Harrison Bay, Alaska, 1982 ... Field project manager
during pre-lease sale studies responsible for coordinating,
planning and logistics for two concurrent operations including
36-man crew and two Rolligon-mounted, enclosed drill rigs that
collected over 90 core samples to depths of 150 feet below mud
line, using the ice as a drill platform. Responsible for ice
safety reconnaissance. One investigation performed for a major
oil company and one for Members of Alaska Oil and Gas Associa-
tion.
• Duck Island Development Area, Beaufort Sea, Alaska, 1981 -
Field project manager of drilling operations onshore and
offshore. Responsible for complete rigging of drill barge9
Supervised 15-man crew during investigation for first major
offshore production wells in Beaufort Sea. Data used to
develop preliminary foundation design criteria for offshore
islands, buried pipelines, cause\vay and onshore facilities
for Exxon.
STEVEN A. JOHNSON
Field Manager
-2-
• Port of Nome Over-Ice Investigation, Nome, Alaska, 1981 -
Field project manager supervising helicopter-supported,
over-ice drilling operations. Drilled over 20 test holes
on and offshore to bedrock and conducted rock core sampling
for the City of Nome.
• Bethel Area Feasibility Study, Alaska, 1982 -As a geologic
consultant, provided field reconnaissance support during
field review of five potential hydroelectric sites on the
Kisaralik and Kipchuck rivers for Alaska Power Authority~
•
•
Waterflood Project, Prudhoe Bay, Alaska, 1981 -Field proj-
ect manager during offshore soil in"i7estigation to provide
data for construction of offshore island, pipelines and
dredged channels for Prudhoe Bay Joint Operating Group.
Bethel to ~spakiak Road, Bethel, 1981 -Project manager
responsible for library search, air photo interpretation
and field analysis for preliminary design of west terminus
of road for State of Alaska Department of Transportation
and Public Facilities.
1974 to 1981: Soil Boring Programs, Trans-Alaskan Pipeline
Route, 1976 -Supervised numerous construction mode confirmation
soil boring programs. Responsibilities included coordinating
field phases of programs and insuri·ng proper sampling techniques
were observed in a wide range of frozen and thawed soils for
Alyeska Pipeline Service Company.
• Coal Exploration Study, Beluga Basin, Alaska, 1975 -Per-
formed preliminary field survey (coordinating helicopter
support) for large scale exploratory program. Wrote geolo-
gical hydrology sections of environmental impact statement
for Shell Oil Company.
• Offshore Drilling, Beaufort Sea, Alaska, 1974 -Partici-
pated in conception and design of artifical ice island for
offshore drilling program. Duties included obtaining and
analyzing subsea soil strength data and working with proj-
ect engineer to develop design parameters for Mobil Oil
Corporation~
STE\JEN A. JOHNSON
Field Manager
-3-
• Generating Facility, Beluga Area, Alaska, 1974 -Geotechni-
cal investigation and design of foundation for new generat-
ing facility in Beluga area. Supervised analysis of soil
borings and final report preparation for Chugach Electric.
Client References:
Project Name:
Project Name:
Project Name;.
· Project Name:
t4r. Grant Thompson
Mobil Oil Corporation, Research and
Development
P.O. Box 900 (FRL)
Dallas, Texas 75221
( 2.14) 333-6335.
t-1r. R. R. Bowen
Exxon Company, U.S.A., Western Division
1800 Avenue of the Stars
Los Angeles, California 90067
(213) 552-5685.
City of Nome
cjo Mr. Michael G. Horton
TAMS Engineers
1305 Fifth Avenue, Suite 3320
Seattle, Washington 98101
(206) 624-3532.
Alaska Power Authority
cjo Mr. Paul Ford
Harza Engineering Company
203 West 15th Avenue, Suite 204
Ancli0rage, Alaska 99501
(907) 278-4415.
Job Title:
Wol;k Location:
Education:
Special
Qualifications:
Profes~~ ional
Registration:
Parent Company:
H. STANLEY KELSAY
Roc:k In .... Situ Tests
Anchorage
B.S., Civil Engineering, New Mexico State
University
M.s., Civil Engineering, Oregon State
University
Mr. Kelsay has worked in Alaska for 18
months while with the Corps of Engine~rs.
He is presently project manager for a
satellite communication project in the Nome
area and has just completed an assignment as
project manager for the rock mechanics,
geotechnical, and groundwater elements of
t\'IO large rock chambers for a pumping
station.
Oregon 1 Washington
Foundation Sciences, Inc.
Experience and Qualifications Relevant to the Susitna Project
__...... ~ -.!! -_,
1978 to Eresent: Senior Engineer and Associa·te, Foundation
Sc~ences, Inc. Mr. Kelsay is presently project manager for the
design and installation of the foundations for a satellite
communication system in the Nome, Alaska area.
• Project Engineer for the 3o 7-mile Southeast Relieving
Interceptor in Portland, and was responsible for the
geotechnical investigation, design and specifications for
the soft ground tunnel. He also served as project
engineer for feasibility studies of three proposed light
rail transit (LRT) tunnels through the West Hills of
Portlandf Oregone He supervised grouting and tunnel-
support construction in the Upper Des Plaines Tunnel, for
the Chicago Deep Tunnel project. Mr. Kelsay also served as
project manager for the Calumet Pumping Station in Chicago,
responsible for the installation of long-term rock
instrumentation and in situ testing for this major (over
50,000 cubic yards) underground cavern excavation.
• Project Manager for the geotechnical investigation and
repair of Franzen Reservoir for the City of Salem. This
project included the complete removal and reconstruction of
H. STANLEY KELSAY
Rock In-Situ Tests
-2'""'
a portion of the asphalt-lined embankment dam, repair of
the inlet and drainage co.ndui ts, and pressure injection
grouting of the intake conduit and overflow structure. Mr.
Kelsay was responsible for the investigation, engineering
analyses, preparQ.tion ·of contract. drawing and
specifications, and conritructiuh supervision.
1974 to 1977: Staff/Project Engineer, L.R, Squier, Inc. Mr9
Kelsaywas responsible for all stages of work from initial
planning through technical report writing and construction
inspection for a variety of geotechnical projects incluc1ing
large commercial buildings, industrial plants, ports, airfields,
highways, landslides and wastewatBr treatment facilities.
1972 to 1974: Graduate Research Assistant, Oregon State
un~versity Civil Engineering DE;partment.
1971 to 1972: Const.ruction Engineer, Oregon State Highvvay
Division. Mr. Kelsay was responsible for field control and
inspection on highway and bridge construction projects.
Included was construction supervision of pile-founded bridge
structures, dewatering of deep excavations and braced sheet-pile
cofferdams.
1969 to 1970: Assistant Bridge Engineer, State of California,
Division of Bay Toll Crossings. tvlr. Kelsay worked on a new toll
bridge crossing in San Prancisco Bay. Wo1.·k included structural
analysis of environmental impact reportsi and planning,
designing, and preparation of specifications for a pile loading
test program. He also participated in planning and
implementation of subsurface investigations for several major
bridge structures around and across San Francisco Bay.
1967 to 1968: u.s. Army. While enlisted in the u.s. Army, Lvlr.
Kelsai worked for the Corps of Engineers in Alaska for 18
months. H~ worked on projects involving high\"lays, airfields,
and public buildings.
1966: Construction Engineer, State of California, Division of
Bay Toll Crossings, San Francisco. Mr. Kelsay was responsible
fo~ field control and inspection during the construction of the
substructure of a highway viaduct project.
Publications: "Composite Pile Solves Installation and
Uplift Problems for New Wharf", presented at
Pile Talk Seminar, Miami, Florida, 1978.
i{. STANLEY KELSAY
Rock In-Situ~Tests
References:
-3-
Satellite Communication Project
Mr. George Ekberg, Project Manager
Pacific Telecom 1 Inc.
100 West 11th Avenue
Plaza Suite
Vancouver, WA 98660
(206) 696-6835
TARP -Calumet Pumping Plant
Mr. Ed McGuire 1 Project Manager
DeLeuw Cather Company
165 West Wacker Drive
Chicago~ IL 60601
{312) 346-0424
Franzen Reservoir Reconstruction
Mr. B.T. VanWormer 1 Asst. Director
Public Works
City of Salem
325 Civic Center
Salem, OR 97301
(503) 588-6063
Job Title:
Woi'k toea tion:
Education:
Special
Qualifications:
Professional
Registration:
Parent Company:
ROBERT p,. KEWER
Senior Geologist
Bellevue
Master of S~ience ~n G~ol0gy 1973, Rutgers
University
Bachelor of Science in Geology 1970, Tufts
University
Major participc.tnt -Uribante, TARP,
Participant -Bath County, Guri
Professional Geologist -Oregon, Engineering
Geologist -Oregon
Harza Engineering Company
Experience and Qualifications Relevant to the Susitna Project:
February 1981 to March 1982: Harza Engineering Company Interna-
tional. Pehuenche Hydroelectric Project, Chile, S.A. Resident
geologist during feasibility and design exploration for a 90 m.
high rockfill dam, .chute spillway and diversion tunnels on
jointed andesites and thick alluvium. Responsible for supervis-
ing and performing all aspects of the geologic site evaluation
which included mapping, structural surveys, seismic risk stud-
ies, drilling, aditing, gravity surveys, seismic profiling, test
trenching and groundwater testing. Provided geologic input and
review to engineering design studies and criteria as part of
Harza's resident staff.
Januarx: l980.to.February 1981: Hax~a Engine7ring Col!'pany, Chi-
cago, to rl!1no1s. Conducted a var1ety of f1eld ass1gnments,
including construction excavation mapping at the Uribante Hydro-
electric site in Venezuela, groundwater studies in northern
Haiti, subsurface s~udies at the Strontia Springs thin arch dam,
Colorado, and prefeasibility geologic evaluation of a water
supply d,am and reservoir in eastern Montana.
January 1979 to January 1980t Har~a Engineering Company, Chi-
....... ----:---..._ .-q !1: , cago, Ill:tnoi.s. Copper HourttaJ.n ProJect, Fremont County, Wyo· ...
mLo.g. Resporls ible for hyarageolog ic a.n.d geologic investigations
in a multidisciplinary study of a proposed >qraniurn mine and
related tailings disposal and mill facilities. Developed geolo-
gic criteria for design of alternati~e tailings disposal
schemes, including 90 foot high zoned and/or homogeneous tail-
ings dams, founded on bentonitic claystones. Evaluated ground-
~ .• i.
'l
l
ROBERT P. KEWER
Senior Geologist -2-
water conditions and occurrence in the rocks underlying the
tailings site, characterized the hydrogeologic framework for use
in moni torintg and modeling studies and evaluating deep limestone·
aquifers as possible project watei supply sources.
January 1978 to "January 1979: Harza Engineering Company, Chica-
go, Illino~s.--Gratiot County Landfill, Michigan. Conducted a
comprehensive evaluation of hydrogeologic and geologic data to
determine potential PBB contamination of shallow a.nd deep aqui-fers. ·
Itapeuara Hydroelectric Project, Brazil: prepared a preliminary
geologic report and drilling specifications and developed a
design level drilling program for the 60 meter high gravity dam
and related structures founded on :ir1terbedded b~salts and sand-
stones~ Initiated ana had field responsibility for the initial
part of the field program. Provid~d geologic input to the de-sign engineers ..
Januar_x 1977 to Januar~ 1978: Harza Engineering Company_, Chica-·
go, to IllinoiS. Resi ent Geologist at the Nispero and Remolino
Hydroelectric Projects, Honduras, located in cavernous limestone
and red bed terrain. Responsible for the geologic exploration,
including geologic mapping, development of a subsurface explora-
tion program, core drilling and preparing technical reports.
• Conducted field mapping of tunnels and excavations in
folded siltstones at the Bath County Pumped-Storage Proj-
ect, Virginia"
• Resident Geologist on the Kootenai Falls Hydroelectric
Project, Montana, where responsibilities included geologic
mapping of pre-Cambrian belt metasediments, development of
a subsurface exploration program, preparation of drilling
specifications, and supervision of the drilling program.
January 1976.to January 1977:
cago, Illino~s. Harza Engineering Company, Chi-
• Project Manager on a hydrogeologic study of ~ fly ash dis-
posal site in Joliet, Illinois. Responsibilities included
groundwater evaluation and report preparation leading to
licensing.
ROBERT P. KEWER
Senior Geologist
-3-
• Geologist on the Argonne National Laboratory survey of
potential underground pumped-storage sites. Performed a
comprehensive office study of regional geologic conditions
re.levant to siting, and summarized potentially feasible
areas in the eastern United States.
• Participated in the office studies for the Guri Hydroelec-
tric Project, Venezuela and San Lorenzo Hyd.roelectric Proj-
ect, El Salvador, both in construction.
January.l975 to January 1976: Harza Engineering Company, Chica-
go, Ill1D01S. .
• Geologist at the Montezuma Pum];·(? .. }-Storage Hydroelectric
Project, Arizona, where responsinilities included drilling
supervision, core logging and geologic mapping in Precam-
brian granites and gneisses.
• Conducted subsurface field studies for the existing CCI
Hoist Dam, built on slat-es, in Marquette, Michigan, and for
a proposed underground pumped storage project in northern
Illinois.
Ja~uarx. 1974.to.January 1975: Harza Engineering Company,
Ch1Cago~ Ill1no1s.
• Resident Geologist. Lock and Dam No. 1 Rehabilit~tion
Study, St. Paul, Minnesota. Responsibilities included
field geology, drilling supervision, preparation of draw-
ings and writing of the geologic report for the concrete
structure founded on the St. Peter Sandstones
Client R~ferences:
Project Name: TAR.P
The Metropolitan Sanitary
100 Eo Erie Street
Chicago, Illinois 60611
Joseph H" Irons
Ronald A. Newbauer
Frank E. Dalton
(31,.2) 751-5600
Project Name: Uribante-Doradas Project
CADAFE
Ave. Sanz, El Marques
Caracas, Venezuela
Ing. Herman Boulton
Job Title:
Work Location:
Special
Qualifications:
Professional
Registration:
Parent Company:
LYLE E. LEWIS
Laboratory Director
Novato, California
M.s., Civil Engineering, University of
California, Berkeley -1971
B.s., Agricultural Engineering,
California State Polytechnic
College -1962 .
. '
Mr. Lewis is the director qf Harding Lawson
Associates• headquarters laboratory in Nova-
to, California and has managed numerous
geotechnical engineering proj ec·ts.. ~1r.
Lewis will supervise advanced testing in-
cluding triaxial shear strength, resonant
column, and cyclic shear testi.ng 1 and will
review test data performed in the Anchorage
laboratory. He has supervised soil mechan-
ics studies, instrumentation, and laboratory
testing for dams and tailings piles~
California
Harding Lawson Associates
Experience and .9uali.fications Relevant to the Susi tna Project:
• Fourteen-Mile Reservoir, Col-orado, 1982 -Project manager
for large scale laboratory testing requiring large diameter
triaxial testing for Bechtel Civil and Minerals.
• 200-Foot-High Tailings Dam and 700-Foot-High Waste Fill for
Vermiculite Hine Tailings Disposal, 1975-Present -Project
manager, soil investigations, design and construction man-
agement for w. R. Grace and Company, Construction Proje(~ts
Division.
• san Quentin Disposal Site, Marin County, California, 1975-
Present -Project manager for continuing geotechnical stud-
ies and instrumentation for San Quentin Disposal Company.
• Berkeley Sa.nitary Landfill, BerJ<:eley, California, 1978
Consultant on leachate seepage through perimeter dikes for
City of Berkeley.
'~ t1
LYLE E. LEWIS
Laboratory Director -2-
• Solid Waste Master Planning Studies, Santa Cruz and Marine
Counties, 1978 -Project manager, soils and geology por-
tions for Garretson, Elmendorf, Zinov & Reibin.
• Alameda Naval Air Station Sanitary r ... andfill Site Study I
Alameda, California, 1976 -Directed investigation of
existing operation, including closure '!_)lans and a perimeter
sea wall seepage study for u.s .. Navy.
• Bell Canyon Damr 1975 -Instrumentation corrective grouting
of dam embankment and abutment, St. Helena, California for City of St. Helena.
• Trampas Canyon Tailings Retention Dam, Orange County, Cali-
fornia, 1975 -Project manager for dynamic testing and
analysis: project engineer for construction management for
Owen-Illinois, Inc.
• Dredge Disposal Feasibility Stt,tdy for Three Possible Sites,
San Francisco Bay and Estuary, 1975 -Project manager for
U.s. Army Corps of Engineers, :!3a.n Francisco District.
Client References:
J?roject Name: Mr. William McCraig
W.R. Grace and Company
Construction Products Division
P.O. Box 609
Project Name:
Project Name:
Libby, Montana 55923
(406) 293-3746.
Mr. Walter Ferris
Bechtel Civil and Minerals, Inc. P.o. Box 3965
San Francisco 94119
(415) 768-7834.
Mr. D. G. Hendrickson
Owens-!llinois, Inc.
Mission Viejo Plant
San Juan Capistrano, California, 92675
( 71-4} 49'3-4571
Job Title:
vfork Location:
Education:
Special
Qualifications:
Parent Company:
PATRICK K. H. LIU
Senior Engineer
Bellevue
BS -Civil Engineering
1969, National Taiwan University
MS -Geotechnical Engineering
1970, Georgia Institute of Technology
.
Expert testimony preparation on various
nuclear power plant applications and
licenses before the USNRC and at ACRS
hearings. Publications on Civil and
Geotechnical Engineering.
Ebasco Services Incorporated
Experience and Qualifications Relevant to the Susitna Proj~:
!ebruary 1982 to Present: Presently Senio;: Civil Engin~ in
1 . the Corporate office of Ebasco in New York City. The t'espon-
sibili·ties of Mr. Liu include ;:he revie\"l of feasibility study
and preparation of technical proposal for hydroelectric
projects, and study of special foundation problems.
I
June 1978 to February 1982~ Lead Engineer of Allens Creek NPP
for Houston Lighting and Power Company. Responsibilities
included all geotechnical and hydraulic aspects of the plant
engineering and design, the preparation of design criteria,
providing technical direction for preparation of construction
drawings, performing stc:tic and seismic stability analysis of
embankment dams, seepage study and settlement analysis of earth-
en dams, earthwork site management and control; performing cir-
culating water system layout studies and detailed design, fo:c.rnu-
lating hydraulic madel test and optimizing the hydraulic charac-
teristics for pump bay design; design of storm drainage and
erosion control; design of spillways, drainage channel and
canal; preparing procurement specifications, performing contract
negotiations, bid evaluation and recommendation.._
September 1976 to gune 1978~ Senior Civil Engineer, Mr. Liu 1 s
responsibilities included the study and analy~is of special
foundation and geotechnical problems of power plant structure
design. One particular feature was the evaluation of seis-
mically induced settlement problem under a major plant. structure
PATRICK K. H. LIU
Senior .Engineer
-2-
structure. The effort of evaluation comprised of formulating
special field investigation and laboratory testing program to
appraise the dynamic characteristics of the foundation
materials.
November 1975 to September 1976: Civil Engineer, the respon-
sibilities ~ncluded all phases of geotechnical and foundation
works on various power projects. Mr. Liu led a geotechnical
investigation effor for the Philippine NPP. He personally
resided at site for eight months to direct the field exploratory
works for field testing and for soils and rock mechanics. This
plant situated in a semi-active seismic region and the founda-
tion rock conditions were complicated by the high chemical-
weathering process. The degree of ¥:'feathering and ·the dynamic
strength of the foundation rocks have a direct impact on the
major plant structure design. Mr. Liu formulated an extensive
weathered rock investigation program to evaluate the relation-
ship of the in-situ rock strength and strength derived from
laboratory dynamic testings, which led to realistic and
conservative design parameters for the plant structure systems •
. Mr. Liu '-{as also directly responsible for the preparation of the
Preliminary Safety Analysis Report on the geotechnical aspects
of the plant design.
April 1974 to ~ovember 1975: Civil Engineer, the responsi-
bilities included siting study, formulating field and laboratory
soils and rock investigation programs, preparation of technical
specifications, design of shallow and deep foundation systems,
design of large oil tank farm on soft soils using surcharge and
preconsolidation methods, design of reservoir embankments, per-
forming slope stability analyses using finite element tech-
niques.
July 1970 to April 1974: Staff Engineer ~ !:!_ead Engineer, when
Mr. Liu was with Board of Water Supply, City of New York and
Rammot Associates P.C. The responsibilities of his early career
included the technical review of City Water Tunnel design,
implementation of the quality control program. When he was
associated with Rammot, P.C., Mr. Liu's main responsibilities
included all phases of Civil Engineering Projects of embankment
design an1 construction, LNG tank farm on soft soils, sewage
system plant foundation design, marine structures and &;~eawall
design and construction.
Client References
PrQject Name: Allens Creek Nuclear Power Plant
Houston Lighting and Power Company
Mr. Richard Raymond
Civil Project Supervisor
t:'\
Job Title:
Work Location:
Education:
Professional
Registration:
Parent Company:
HQ~ART H. MAC PHERSON
Senior Rock Mechanics Engineer
Bellevue
Master of Science in Civil Engineering
1975, University of Illinois
Bachelor of Science in Civil Engineering
1966, Massachusetts Institute of Tech-
noJogy
Engineer-iri-Training -Massachusetts
Harza Eng·ineering Company
ExP-erience and Qualifications Relevant to the Susitna Project:
August 1981 to Date: Harza Engineering Company, Chicago,
Illinois. Civil Engineer. Geotechnical Department. Works on
rock mechanics problems related to tunneling and dams including
tunnel support design, and estimation of rock modulus for tun-
nels, dam abutments and foundations ..
1973 -August 1981: Consultant on problems of instrumentation
and field observations, and design of soil and rock tunnels,
caverns and excavations.
• Pre-bid study and recommendations for instrumentation and
support.hf deep rock excavations, East 63rd Street subway,
New Yorl~ City •
. ,
• Recommend&.tions for design loadings and geotechnical report
for Wheaton Plaz~ Station (rock excavation) and Section B-
10 rock tunnels, Washington Metro Systemo
• Design and supervision of field instrumentation
installations for the North Avenue Station soil and rock
excavation, Baltimore Metro System.
1973 -1981: University of Ill~nois at Urbana-Champaign,
Department of Civil Engineering, Graduate Student and Research
Assistant (1973-79).
HOBARI' H. NAC mERSON -2-
Senior Rock Mechanics Engineer
• Co-authored and edited manual of methods for geotechnical
observations and instrumentation in soil and rock tun-
neling.
• Subsequently assigned to research program and field stud L~s
on ground movements associated with excavations and tunnels
in soil and the effect of such movements on adjacent build-
ings and structures. Responsible fer preparing research
proposals and budgets, selecting field research sites,
planning and directing field observation and monitoring
programs including supervision and writing reports on the
results of the research.
1968 -1973: DeLeuw, Cather and Co., Washington, D.C. Soils
Engineer (1968-72), Senior Soils Engineer (1973).
• Reviewed, analyzed, and approved design loadings and
schemes for subway construction for the Washington Metro
System, including cut and cover construction, earth and
rock tunnels, rotk station caverns, and underpinning.
Developed standard specifications and designs for under-
pinning, excavations and excavation bracing, piling, earth
and rock tunneling, rock station caverns, tunnel linings,
and geotechnical instrumentation programs for construction
control. Provided revi~w and advice on geotechnical prob-
lems during Metro construction.
• Technical monitor for a major research program on behavior
of braced excavations and soil ana rock tunnels carried out
by the University of Illinois on the Washington Metro Sys-
tem. Directed technical support group assisting in the
research program.
• Directed program for monitoring ana controlling construc-
tion blasting vibrations.
1966 -1968: Ma.z·.:;achusetts Institute of Technology, Department
of Civil Engineering, Graduate Student and Research Assistant.
Assigned to research project of field observations of the behav-
ior of a deep braced excavation in soft silt in Boston.
Technical Papers
and Articles:
Methods for Geotechnical Observations and
Instrumentation in Tunneling, E. J. Cording,
A. J. Hendron, Jr,, H. H. MacPherson, w. H.
Hansmire, R. A. Jones, J. w. Mahar, and
.. ._, HCBART Hli IvlAC ffiERSON -3-t> Senior Rock Mechanics Engineer c·
T._ D. O'Rourke, University of Illinois at
Urbana-Champaign, UILU-ENG 75 2022, 2 vols,
566 pp.' 1975.
c;
·;
•••
Job Title:
Work Location:
Education:
Special
Qualifications:
Professional
Registration:
Parent Company:
DUANE L. MILLElt
Cold Regions Consultant
Anchorage
Graduate Study, Engineering Management,
University of Alaska
M.S., Geological Engineering, University of .
California, Berkeley -1968
B.S., Civil Engineering, University of
California, Berkel·ey ·-196 7
Mr. Miller has gained the majority of his
professional experience as a project
geotechnical engineer in Alaska. He has
special training and experience in arctic
and marine engineering, seismology and soil-
structure interaction under earthquake
loading. Mr. Miller has several years'
experience as a geotechnical enginee~ during
design of high-rise structures in
seismically active areas.
Civil Engineer -Alaska, California,
Hawaii, Guam
Harding Lawson Associates
Experience and Qualifications Relevant to the SUSitna Project:
1977 to Present: Duck Island Development Unit, Beaufort Sea,
Alaska, 1981 -Technical project maanger responsible for
directioti of 40-man team conducting on and offshore geotechnical
investigation and geophysical surveys. Data used to develop
design criteria for offshore and onshore pipline corridors,
island and causeway construction and marine permafrost
foundations for Exxon.
• Trans-Alaska Oil Pipeline, 1977 -Provided consultation
during field design changes and review of design criteria
for vertical support members for Department of Interior.
• West Dock, Prudhoe Bay, 1979 -Project manager during in-
vestigation for 5000-foot-long causeway. First major
causeway and dock in the Alaskan Beaufort Sea for Al~O.
DUANE L.. Iv.IILLER , ,
Colds Regions Cons' .... ]. tant -2-
• Kandik Basin Oil Exploration, Alaska, 1977 -Project mana--
ger responsible for remote site investigations and founda-
tion design and construction for well pads on wariJl perma-
frost for Louis·iana Land and Exploration Company.
• On-ice Drilling Program, Beaufort Sea, Alaska, 1979 -Proj-
ect manager supervising 32-rnan crew gathering geotechnical
data used to evaluate oil lease sale areas previous to the
1979 sale for u.s. Geological Survey.
• Modules· and Flare Pad of Flow Station III, Prudhoe Bay,
1977 -Project manager for investigation and analysis for
heavily loaded adfreez.e pile, design and thermal study for ARCO.
• Federal Office Building, Anchorage, 1979 -Project manager
conducting foundation investigation, seismicity evaluation
and dynamic response analysis for the Gt.~neral Service·s Administration.
• Public Health Service Hospital, Bethel, 1976 -Project
engineer, supervision and analysis of sustained ~~ad tests,\
of driven H piles in warm permafrost for u.s. Puhlic Health Service.
Client References:
Project Name: Mr. R.. R. Bowen
Project Name:
Exxon Company, U.S.A., Western Division
1800 Avenue of the Stars
Lcs Angeles, California 90067
(2.L3) 552-5400.
Mr. Ralph Isaccs
Northwest Alaska Pipeline Company, c/o Fluor
3333 Michelson Drive
Irvine, California
(213) 975-3553.
Project Name: Mr. Lawrence Davis
Louisiana Land and Exploration Company
1500 Dellver Club
Denver, Colorado 80202
(303) 623-5759.
~~' '.::.-
DUANE L. t-1ILLER -3-
Colds Regions Consultant
Project Name:
---
li
filr. Jerrly Shearer
U.S. Ged~og ical Survey, Mineral l'.lanag em en t Servidbs
800 "'.A" Street
Anchorage, Alaska 99501
(907) 271-4582"
• '~
' .. , ......
Job Title:
Work t~oca t ion :
Educa f.:: ion:
Special
Qualifications:
Professional
Registration:
Parent Company:
JEROME S. NELSON
Surface Geophysical and Down-Hole Surveyor
Anchorage
B.S., Geological and Geophysical Engineer-
ing, University of Minnesota, 1952
Ivir. Nelson is a speciali$t in enginei~ring
geophysics, and he directs all of HLA's
geophysical investigations. He coordinates
and acts as consultant for all Alaska geo-
physical investigations. He is particularly
qualified in the investigation of compres-
sional and shear wave propagation in soil
and rock, resistivity surveys and acoustical
subbottom profiling. He has extensive ex-
perience in performing geophyaic~l studies
for dams, nuclear power plants, tunnels,
airports, and coastal and offshore installa-
tions. ·In addition, he has demonstrated the
application of geophysical methods, espe-
cially electrical resistivity and streaming
potential, to seepage problems.
Geologist, Engineering Geologist and
Geophysicist -California
Harding Lawson Associates
Experience and Qualifications Relevent to the Susitna Project: ---
Client: _Bechtel, Inc.
• Seismic refraction survey for Rio Grande Rositas Dam site, Bolivia.
• Electrical resistivity and streaming potential surveys for
seepage studies, Colstrip Dam, Montana, Ludington Reser-
voir, Michigan, and Churchill Falls (Labrador), Newfound-land.
• Marine seismic refraction and acoustic profiling for nu-
clear power plant site, Republic of China.
• Seismic refraction surveys and gravity profile, Duane
Arnold power plant, Cedar Rapids, Iowa.
JEROME S. NELSON -2-
Surface Geophysical and Down-Hole Surveyor
• IYiagnetometer survey for nuclear power plant site, Columbus
1 Georgia.
• Magnetic profiles for nuclear power plant site, Pensacola, Florida.
• Seismic refraction survey for uranium enrichment plant,
Dothan, Alabama.
• Cross-hole seismic surveys for P-and S-\V"ave velocities and
elastic moduli, Blue Hills nuclear power plant, Texas.
o Seismic refraction and cross-hole surveys for P-and s-wave
velocities and elastic moduli, crusher plant, South Africa ..
• Cross-hole and downhole surveys for Waste Isolation Pilot
Plant, Carlsbad, New Mexico.
• Client~ g.s. Corps of Enginee1.c2
• Geophysical surveys in test fills, Butler Valley Dam and
Blue Lake Project, Humboldt County, California (San Fran-
cisco District).
• Seismic refraction survey, Warm Springs Dam, Sonoma County,
California (San Francisco District).
• Seismic refraction surveys for depth, Parks Bar and Dry
Creek Dam sites, Sacramento County ( Sac:r·amento District) ..
• Seismic waterfront survey to define geology and excavation
characteristics of spillway site, Adobe Dam, near Phoenix,
Arizona (Los Angeles District).
•
•
Other Clients:
Seismic refraction survey for Monashka Dam and Reservoir,
Kodiak Island, Alaska. Client: International Engineering
Company.3.
Seismic refraction survsys for Oroville Dam, California
(while with the State of California Department of Water
Resources).
JEROl-'IE S. NELSON . -3-
Surface Geophysical and Down-Hole Surveyor
Electrical resistivity application to geothermal explora-
tion, Imperial Valley, California. Client: u.s. Bureau
of Reclamation.
• -'Cross-hole and dov1nhole seismic surveys for P-and s-wave
velocities, Diablo Canyon nucle~r power plant near San Luis
Obispo, California. Client: Pacific Gas & Electric Com-pany.
• Cross-hole seismic survey and wavefront analysis to detect
coal mine cavities, school site, Kingston, Pennsylvania.
Client: Wyoming Valley West School District.
• Downhole seismic survey for P-and S-wave velocities and
elastic moduli for dynamic analysis, Trarnpas Canyon Dam
site, Orange County, California. Client: Owens-Illinois, Inc.
Client References:
Project Name: Various Refraction Surveys
Mr. Cole McClure, Bechtel, Inc.
50 Beale Street
San Francisco, California 94105
(415) 768-8214.
Project Name: Geophysical and Refraction Surveys
Mr. Lee Knupple
Los Angeles District
u.s. Army Corps of Engineers
300 North Los Angeles Street
Los Angeles, California 90053
( 213) 688-5469 .•
Project Name; Manashka Dam
Mr. l?ablos Chavez
International Engineering Company
220 Montgomery Street
San Francisco, California 04105
(415) 54~:.•1200.
£, -~~7)
Job Title:
Work Location:
Education:
Special
Qualifications:
Professional
Registration:
Parent' Company:
RUSSELL A. PAIGE
Supporting Exploration Services
Anchorage
Master of Science in Geology
1959; University of Washington
aachelor of Science in Geology
1955, University of Alaska
Resident Geologist -Uribante and Bath
County Hydroelectric Development Projects
Naval Geologist -Polar regions
Road Geologist -Alaska
Geological Survey -Alaska
Registered Geologist -California
Certified Engineering Geologist -California
Harza Engineering Company
ExEerience and Qualifications Relevant .:.!:.£ the Susitna Project:
July 1979 to Present: Senior Geologist, Department Head. Re-
sponsible for supervision and review of field investigations for
major hydroelectric projects for the company~ Technical Exper-
tise in planning and supervision of core drilling, geologic
mapping, damsite evaluation, seismic hazard evaluation and mis-
cellaneous exploration programs. Other duties include prepara-
tion and review of reports, liaison with design engineers, cost
estimating, preparation of proposals, contract documents, speci-
fications, and contract administration.
• As project geologist during construction of the Strontia
Springs Dam, a 300-ft.-high thin-arch concrete dam near
Denver, Colorado, was t'esponsible for detailed geologic
mapping rock slope stability, foundation integrity of the
dam and all related structures. Duties involved prepara-
tion of miscellaneous technical reports, and preparation of
the final project geology report.
• For the proposed concrete arch dam in the Tarry all lVIo un-
tains for the City of Thornton, Colorado, carried out dam
site evaluation, geologic mapping, core drilling, and seis-
mic hazard evaluation.
RUSSELL A. PAIGE -2-
Supporting Exploration Services
• Conducted a five week feasibility study for a dam on the
Jari River, Amazon Basin of NE Brazil.
• Responsible for supervision and revie'll of field geology and
design drilling for the San Lorenzo Hydroelectric Project,
El Salvador. Feasibility studies for the El Nispero and
Remolino Hydroelectric Projects, in Honduras.
• Evaluated five damsites for the Sula Valley Flood Control
Project, Honduras. Participated in studies of dam con-
struction. material for the Dominican Republic and the
United States.
February 1976 to December 1976: Resident Geologist on the
Ur~bante-CaparoHydroelectr~c proJect Venezuela; Harza Engineer-
ing Company International. Responsible for detailed geologic
mapping at dam sites and tunnel alignments, assistance to de-
sign, supervision of core drilling, evaluation of construction
materilal, and preparation of reports.
A~ril 1975 to January 1976: Resident Geologist on the Chimbo
R~ver Hydroelectric Project Harza Engineering Company, Ecuador.
Responsible for prefeasibility geologic mapping, detailed geo-
logic studies of numerous development schemes, assistance to
design, preparation of the prefeasibility geologic report, esti-
mating and planning core drilling and adit exploration for fea-
sibility-stage studies.
February 1974 to March 1975: Resident Geologist at the Foot-
hills Project,a 300 foot high concrete arch dam in Denver,
Colorado. Duties included planning and estimating core drilling
programs, contract administration, assistance to design, pre-
paration of the geologic report, supervision of geologic map-
ping, core drilling, cc•re logging, and water pressure testing.
February 1973 to December 1973: Resident Geologist at Patia
405, a 825-foo-r-high rockfill dam in Columbia. Responsible for
geologic mapping, core drilling and logging, water pressure
testing, mapping exploration adits, and preparation of the fea-
sibility report.
June 1972 to February 1973: Geologist, Geotechnical Division,
Harza Engineering Company, Chicago. Responsibilities included
planning and supervision of field investigations; preparation
of geologic reports; assistance during design.
• Resident Geologist at Stony Creek Pumped-Storage Project
Pennsylvania. Duties consisted of core logging, geologic
RUSSELL A. PAIGE -3-
Supporting Exploration Services
mapping, detailed studies of joint patterns, and prepara-
tion of reports.
• Resident Geologist at VEPCO's 2100 MW Pumped-Storage Proj-
ect in Bath County, Vi~ginia. Duties included core log-
ging, reconnaissance an~ detail geologic mapping, supervi-
sion of core drilling, and special subsurface structural
studie~ involving oriented core techniques.
November 1963 to June 1972: Engineeri11g Geologist, Naval Civil
Eng~neering Laboratory, POlar D~v~sJ.on, Port Hueneme, Californ-
ia. Specialized in engineering geology problems of snow, ice,
and frozen ground as related to the location of camps, roads,
airfields, and other Naval facilities in the polar regions.
Applied research included studies to determine seasonal changes
in the streng.th properties and bearing capacity of sea ice for
heavy cargo aircraft, docking areas, floating platforms, ancl
other sea ice structures. Was advisor to the u.s. Naval Civil
Engineering Corp., Task Force 43, Antarctica.
November 1962 to November 1963: Engineering Geologist, Haner,
Ross, and Spor8een, ConsultJ.ng EngJ.neers, Portland, Oregon.
Responsible for: geologic mapping of three darn sites, foundation
and geologic studies for pipeline, canal, and irrigation proj-
ects. This work involved shallow-zone seismology, surveying,
and supervision of core drilling programs.
April 1962 to September 1962: ~lining Geologist., Self-Employed.
Engaged in~ nuneral explorat~on for a private organization.
Evaluated numerous mines and mineral deposits in Nevada, Oregon,
washington, British Columbia, and Alaska.
July l2_59 to April 1962: Engineerin[ Geologist, Kiewit Sons
co., Vancouver, washJ.ngton. Classified materJ.al from excavation
projects, did cost estimations. Knowledge of shallow zone seis-
mology important in this work.
September 1957 to June 1959: Graduate Student and Assistant
Engine.!:_~r.Bureau of Pub~ic Roads, ~airbanks, Alaska •. carried
out a var~ety of geologJ.cal tasks ln remote road routJ.ng and
construction projects and simultaneously carried out field re-
search for M. Sc. thesis, University of Washington.
Mal 1955 to Mal !2.~7: Geolo9ist, u.s. Geolog~cal Sur~ey, _Engi-
neer~ng Geology Branch, College, Alaska. Dut1es consJ.sted of
geologic mapping, reports, and research on frost action and
permafrost.
!I
RUSSELL A. PAIGE -4-
Supporting Exploration Service$
Technical Papers
and Articles: "Floor Foundation Stabilization in
Permafrost at Barrow Alaska," Proceedings,
Tenth Annual Symposium on Engineering Geo--
logy and Soils Engineering, University of
Idaho, Moscow, Idaho, April 1972.
"Engineering Geology in the McMurdo Sound
Region, Antarctica," Proceedings of the 1966
Annual Meeting, Association of Engineering
Geologists, October, 1966, also the Bulletin
of the A.E.G., Vol. 4, No. 1 1 January 1967.
"Petrographic St~dies of Sea Ice in McMurdo
Sound, Antarctica," Transactions, Sixth
Western National Meeting, American
Geophysical Union, Vol. 4 7 1 No. 3, Sept.ember 1966.
11 Advance of the Nalsh Glacier, 11 Journal of
Glaciology, Vol. 5, No. 42, October 1965.
"Two Examples of Applied Engineering
Geology: Mosier,., Oregon, and Petersburg,
Alaska," Proceedings of the 15th Alaskan
Science Conference, University of Alaska,
1964.
11 Frost Heaving of Piles with an Example from
Fairbanks, Alaska," U. S. Geological survey
Bulletin 1111-1, 1963 (co-author).
"Geology of the Fairbanks D-1 Quadrangle,
Alaska,11 Geologic Quad. Map Series, u.s.
Geological Survey. Map GQ 124.
"Geology of the Mt. Hayes D-4, Quadrangle,
Alaska,11 Geologic Quad. Map Series, u.s.
Geological Survey. Map 1-394.
"Subglacial Stoping, or Block Caving; a Type
of Glacial Ablation," Journal of Glaciology,
Vol. 2, No. 20, October 1956.
"Tertiary Geology of the Cheyenne Creek
Area, Alaska," Unpublished M~t Sc. Degree
Thesis, University of Washington, 1959.
,,
RUSSELL A.. PAIGE -5-
Supporting Exploration Services
Client References:
Project Name:
Project Name:
Bath County Pumped Storage Project
Virg•inia Electrjc and Power Company
Powerstation Engineering and Construction
P.o. Box 564
Richmond, Virginia 23204
Mr. J. M. Hagood, Jr.
(804) 771-6103
Uribante-Doradas Project
CADAFE
Ave. Sanz, El Marques
Caracas, Venezuela
Ing. Hernan Boulton
Job Title:
Work Location:
Education:
Special
Qualifications:
Professional
Registrations:
Parent Company:
MICHAEL PAVONE
Senior Engine.er -Darn Design
Bellevue
BCE-Civil Engineering
1973, Manhattan College
MCE-Geotechnical Engineering
1978, Polytechnic Institute of New York
Special Course on Embankment Dams
1980, University of Missouri
Pre-feasibility & feasibility-level .studies
in Alaska. Reviewed design of Bath County
Professional Zngin~er, State of New York,
1978
Member -International Society for Soil
Hechanics and Foundation Eng.ineering
Ebasco Services Incorporated
Experience ~ Qualificatidns Relevant to the Susitna Project:
January 1982 to Present: Senior Engineer in the Seattle
office*s consulting Engineering Department. Performed pre-
feasibility assessments for two hydroelectric power plants in
Alaska, as part of the Railbelt Alternatives Study.
• Performed feasibility-level studies for the Grant Lake
hydroelectric project in Alaska which culminated in the
Interim Report.
• Performed a feasibility study for Taiwan Power Company
assessing the potential for storing No. 6 fuel oil in pond
in lieu of conventional tanks. The study culminated in the
preparation of preliminary designs and cost estimates.
July 1980 to ~anuary-1982: Senior Engineer in the New York
office's Consulting Engineering Department.
• Performed complete design review of two zoned earth and
rockfill dams at the Bath County Pumped Storage project.
Responsibilities included review of all anlayses, technical
MICHAEL PAVONE -2-
Senior Engineer -Darn Design
reports, field specifications, laboratory and field tests
and all field subsurface exploration. This ~1ork culminated
in the prepar~tion of a report to Allegheny Power System
that. presented review findings and recommendations.
• Performed hydropower potential assessment of five dams
along the Lower Arkansas River for the Army Corps of
Engineers, Little Rock District. The .study included an
assessment. of the affects of operating hydro machinery on
the powerhouse soil/pile foundation as well as on the
adjacent pile supported dams.
May 1978 to Jull 1980: Engineer in the New York office respon-
sible for all engineering and design activities for three
Seismic Category I zoned earth and rockfill dams at the Shearon
Harris nuclear power plant. Responsibility included: perform-
ing various stability analyses; design of embankment features
and instrumentation; development of design specifications;
development and coordination of laboratory testing as v1ell as
field test fills to satisfy static and dynamic state-of-art
finite element analyses; provided liaison with field activities
and was responsible for initiation of office design changes and
review of field design change requests. (Note: This work acti-
vity responsibility continued through September, 1981.)
May 1977 ~ May 1978: Associate Engineer in the New York office
responsible for geotechnical engineering at the Waterford Nu-
clear Power Plant. Responsibilities included numerous slope
stability studies; plant settlement and earth pressure analyses;
design of sheet pile -supported excavations; and review of an
extensive subsurface instrumentation progr-am. Responsibility
also included preparation and coordination of all geology, seis-
mology and foundation engineering sections of the Final Safety
Analysis Report (FSAR) for submittal to the u.s~ Nuclear Regula-
tory Commission. Part of this activity included providing
expert testimony to the Advisory Committee on Reactor Safety
(ACRS).
• Field assignments at Waterford included performing geologic
mapping of the plant foundations.
• Geotechnical Engineer for the tailings dams at the Erie
Mining Company taconite mines in Minnesota. Responsibili-
ties included developing a laboratory testing program, and
performing numerous stability analyses for their proposed
300-foot-high dams.
)
)
,.,.
~"W'' ' ' '
MICHAEL PAVONE -3-
Senior Engineer -Dam Design
Engineer in charge of all geotechnical engineering activi-
ties for two fossil-fuel power plants including field ex-
ploration, laboratory testing, foundation selection and ash
pond embankment dam design.
May 1973 !9 May 1977: Assistant Engineer in the New York office
responsible for geotechnica.l engineering studies at the St.
Lucie Nuclear Generating Station.. Work activities included
liquefaction analyses of foundation materials, slope stability
analyses of Seismic Category I earth embankment structures and
stability analyses of the various plant structures.
• Field assignments at St. Lucie included coordination of
subsurface boring investigations, quality control supervi-
sion of seismic refraction surveys and inspection of pile
driving activities.
• Geotechnical engineer for the Aliens Creek Nuclear Genera-
ting Station. Work activities included; performing slope
stability analyses for all Seismic Category I embankment
dams; developed nonlinear static materia·l properties for
use in state-of-art finit.e element dam stability analyses;
performed complete .settlement analysis for all plant struc-
tures.
• Performed detailed foundation studies into settlement
characteristics of large diameter floating roof fuel oil
tanks at four oil-fired generating stations.
• Designed several deep braced excavations for the Neal 4 and
Pawnee 1 and 2 coal-fired generating stations. One proje9t
involved a large open circular 90-foot-diameter and 50-
foot-deep ring beatn-supported excavation along a river
front w11ich also incorporated sheetpile cells for support.
• Geotechnical Engineer for the Philippine Nuclear Power
plant. Responsibilities included coordination and supervi-
sion of all laboratory tests performed on foundation soils
and rock~ developed nonlinear static and dynamic proper-
ties for soil and rock materials for use in state-of-art
finite element analyses.
OTHER EXPERIENCE
1972: Field geotechnical technician for the Port of New York
Authority.
MICHAEL PAVONE -4-
Senior Engineer -Dam Design
Client References:
Project Name: Army Corps of Engineers, Little Rock
District
Mr~ Carroll D. Winter
P .. Oo Box 867
Little Rock, Arkansas 72203
501/378-5664
Job Title:
Work Location:
Education:
Professional
Registration:
Parent Company:
JOHN J. QUINN
Electrical Engineering
Bellevue
Bachelor of Science in Electrical Engineer-
ing
1968, Illinois Institute of Technology
Bachelor of Arts in Math-Physics
1960, St. Joseph 1 s College, Rensselaer,
Indiana
Illinois
Harza Engineering Company
Experience and Qualifications Relevant to !_hr:_ Susitna Project:
January 1968 to Date: Harza Engineering Company, Chicago,
Illinois.
• Boundary Project -Underground powerhouse located in the
State of Washington. Lead Electrical Engineer. Prepara-
tion of equipment design memosr procurement specifications
for two 210 IviVA, 128. 6 rpm generators and bid analysis;
initiated design of controls, protective relaying and in-
strumentation; and initiated preparation of const:t•uction
drawings.
• Yacyreta Project -twenty 172 MVA Unit powerhouse, 220-kV
SF6 switchyard ~nd navigation locks located in Argentina.
Electrical Lead Engineer responsible for project coordina-
tion; preparation of design studies, electrical equipment
technical spacifications and review of design; ~easibility
study of 220-kV transmission line utilizing oil-filled
cable and SF6 bus.
• San Lorenzo generating station with two 87 MVA units and
115 kV switchyard in El Salvador. Lead Electrical Engineer
in preparation of generator procurement specifications,
design criteria and electrical construction drawings, and
review of manufacturers 1 drawings.
• 138-kV Transmission Line System relay study. Project Engi-
neer on the relay coordination study for the complete
transmission in Honduras.
\
JOHN J. QUINN
Elec·trical Engineering
-.2-
• Mayfield Powerhouse Expansion, Tacoma, Washington, U.,S.A.
Senior Design Engineer responsible for preparation of
powerhouse and substation electrical equipment specifica-
tions and designs for the addition of a 45 MVA generator.
• Rio Lindo Project, Honduras, C.A. Senior Design Engineer
for expansion of the present Rio Lindo powerhouse and
switchyard to accownodate two additional generating units
of 21 r-IVA each. Supervision, coordination and review of
all electrical design facets, including preparation of
contract docmnents, engineer's estimates, evaluation of bid
proposals, construction drawings, review of equipment manu-
facturers' drawings and assistance to field during con-
struction stage.
• Karun EHV Transmission System, Tehran, Iran. Design Engi-
neer. Preparation of preliminary and review of final sub-
station control design; review manufacturer's design of
230 kV and 400 kV power circuit breakers and current trans-
formers, 15 kV metalclad switchgear, 230 and 400 kV coup-
ling capacitor potential devices and lightning arresters,
230 and 400 kV disconnecting switches, control switch-
boards; and preparation of electrical equipment and cost
estimates for four 230/400 kV substations.-
• Sucre Power Plant, Sucre, Bolivia. Design Engineer.
Start-up and inspection of three unit, 10 MVA, 10 kV die-
sel-generator powerhouse and switchyard.
• Cornell Hydroelectric Plant, Wisconsin, U.S.A. Design
Engineer. Responsibilities included preparation of speci-
fications, design of controls and protective relaying for
automatic operation of a four unit hydroelectric power-
house.
• Medan Electric Power System, Sumatra, Indonesia. Design
Engineer. Responsibilities included preparation of speci-
fications, design, estimates! equipment selection for a 30
MVA, six unit diesel powerplant and 20 kV switchyard.
South Carolina Public Service Authority, Santee Cooper
Hydroelectric Plant, u.s.A. Design Engineer, responsible
ibr preparation of design and specifications for the gener-
ating station and 115 kV s'1itchyard including supervisory
control.
)
,
JOHN J. QUINN
Electrical Engineering
-3-
• Cent:.cal Nebraska Public Power District Hydroelectric Plants
and Irrigation System, U.S.A. Preparation of specifica-
tions for the supervisory control equipment to control
three unattended hydro :plants and thirteen irrigation
structures from the central office.
June 1960 to January 1968: Rauland Corporation, Chicago,
Illinois. Electrical Engineer. Design engineering, procure-
ment, installation, testing, and operation of electrical facili-
ties for a three plant 25,000 kVA industrial system in Chicago.
Client References~
Project Name: Boundary Hydroelectric Project
Seattle epartment of Lighting
1015 Third Avenue
Mr. Dean Sunquist
(206) 625-3056
Job Title:
Location:
Education~
Special
Qualifications:
Professional
Registration:
Parent Company:
DONN RUOTOLO
Bellevue Office Engineering Manager
Bellevue
Bachelor of Engineering in Civil Engineering
1947, Yale University
M-lA Management Courses
More than thirty-four years of experience in
management, planning, consulting, estimat-
ing, engineering, design and construction of
hydroelectric, fossil fueled power, nuclear
power and industrial projects.
Registered Professional Engineer in the
states of California, Michigan and New York.
Ebasco Services Incorporated
~ Ex.perience ~ Qualifications Relevant to the Susitna Project:
1980 to Present: Presently Manager of Projects, Placerville,
California office, responsible for overall management on several
hydroelectric developments. Has served on Ebasco•s Technical
Review Board in reviewing feasibility studies and estimates
performed for the Alaska Power Authority on Tyee Lake, Terror
Lake, Grant Lake and the Susitna Hydroelectric Project. In
1981, identified the potential use of tunnel boring machines on
the Terror Lake Project, and presen·ted findings to the Kodiak
Electric Association and APA. Has partcipated in reconnaissance
of the Watana and Devil's Canyon Sites, and in detailed reviews
of estimates, which has already familarized him with the Susitna
Project.
• Auburn Dam -Engaged as a consultant to the Amerian River
Authority to analyze their participation with the Bureau of
Reclamation in constructing the Auburn Dam, and to repre-
sent them in negotiations with the Bur~au and potential
power purchasers for the 300 MW power generation.
• Upper Mountain Project, South Fork American River. A
multi-purpose water and hydroelectric project for the El
DONN RUOTOLO -2-
Bellevue Office Engineering Manager
Dorado Irrigation District and the El Dorado City \-Vater
Agency. Responsibilities include managing and planning,
site exploration and supplementing FERC Licensing activi-
ties and State Water Rights Application
• Other active work includes a feasibilitiy study for a Hy-
droelectric Development on the Mokelumne. River for Amador
County, California and several small hydroelectric units
for the El Dorado Irrigation District.
1977 to 1980: Director of Project Planning Department.. Direct-
ed Planning Department which is responsible for preli.rninary
planning and scheduling of hydroelectric, fossil, nuclear, and
special projects.. Maintained surveillance, troubleshooting and
audi,ting of ongoing projects. Established policies and proce-
dures to insure compatibility of tudgets and schedules at all
phases of engineering and construction. Analyzed productivity
and control systems to improve planning, scheduling and cost/
schedule control functions.
1970 to 1977: Project Manager. Responsible for planning~ di-
recting, coordinating, controlling and evaluating the Company•s
activities on the 1872 MW Ludington Pumped Storage Project in
Michigan, the largest of its kind in the world. Previously
occupied a similar position on a 1000 MW p1..unped storage project
in West Virginia-Preliminary activities included feasibility
studies of underground vs. surface powerhouse, tunnel layouts
and preparation of FPC exhibits, extensive site exploration,
design of storage facilities, studies of start-up methods, opti-
mization of hydraulic equipment and preparation of specifica-
tions for major equipment,. Conducted prequalification inves-
tigations of foreign sources of hydroele(!tric equipment includ-
ing site investigations of manufacturing and laboratory facili-
ties in Japan and Europe. Eva.luated proposals for pump-turbines
before suspension of activities pending affirmative action on
the FPC application. supervised preparation of estimates, eco-
nomic studies and cash flows. Testified before FPC in support
of license applicat.ion.
1969 to 1970: Manager construction Planning, Construction
Department. Responsible for planning field organization,
construction schedules, construction equipment and facilities
£or hydro, fossil-fueled and nuclear generating units in pre-
liminary phases. Assisted in special problems associated with
scheduling and construction. Responsible for coordinating
between construction and Estimating Departments on all types of
estimates and Business Development Department on new business
proposals.
''""t' ,, '
•'
DONN RUOTOLO -3-
Bellevue Office Engineering Manager
1965 to 1969: Civil Engineer -Consulting Department.. Respon-
sible for preparation of feasibility study of the South Fork
American River Basin in El Dorado County, California, involving
12 dams, 6 power plants, 2 pumping stations, 19 miles of tunnels
and 18 miles of pipe conduits over 8 feet in diameter. Field
work on reconnaissance of sites, collection of pertinent data,
and discussions with many Federal, State and local agencies
involved in hydroelectric developments.
• On six dams on Madison and Missouri Rivers in Montana made
inspection and prepared report to meet requirments of FPC
Safety Regulationsi two concrete gravity, one concrete
arch, one earthfill and two timber crib dams in severe
earthquake zones. Recommendations for remedial work were
implemented, including post tensioning to improve stability
of one darn ..
• Made site reconnaissance and engineering feasibility study
of a port and highway development in Ecuador, S.A.
1955 to 1965: Supervising Engineer.. In charge of estimating
costs of civil engineering features of hydro and steam electric
stations and industrial plants. ·
• In preparation of competitive bids for turnkey projects,
performed site reconnaissance and assisted in selection of
most attractive layouts and designs. Assisted Construction
and Engineering Departments in negotiations with contrac-
tors. Priced contract proposals for use in evaluation of
bids. Recommended potential hydroelectric sites on the
Euphrates River in Turkey from its headwaters to the Syrian
border, and one site.on the Sariyar River. Investigated
for facilities at Istanbul and Iskenderun and performed
detailed route reconnaissance to the site. Collected data
on Turkish industrial capabilities, labor conditions, im-
port restrictions, u.nd construction costs, to select the
most economical type and size of the dams for the Keban HED
(680 foot high rockfill) with two 50 feet :x 2300 feet long
concrete-lined tunnels·and Gokcekaya HED (500 foot high
arch) with a 32 foot x 1400 foot long concrete-line tunnels
diversion tunnel. Analyzed construction plant and prepared
list and specifications for construction equipment.
Assisted successful negotiations with AID and World Bank
officials for loans to finance those projects.
Made reconnaissance and site studies of potential thermal
electric station sites in the Instanbul area of Turkey.
:1
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'
DONN RUOTOLO -4-
Bellevue Office Engineering Manager
• Supervised estimates and/or cost control for the following
hydroelectric projects:
Yuba Bear River Development -five dams up to 270
feet high, two power plants 61 MW, 10-foot horseshoe
tunnels 1,100 feet long.
Upper Smith Mountain Pumped Storage Project 170 MW;
·yards Creek Pumped Storage Project -330 ~~ -780 foot
head, power tunnel, 20 feet x 1500 feet in New Jersey.
Noxon Rapids HED -400 ~~ concrete gravity dam 270
feet high, earthfill dikes in Montana.
• Made reconnaissance of site, port facilities and access
routes in Northern Spain. Collected cost da.ta and negoti-
ated with contractors which contributed to preparation of
successful competitive bid for the BWR nuclear station.
Evaluated economics of transporting 330 ton reactor vessel
from port to site for comparison with cost of field fabri-
cation.
1947 to 1954: Engineer. (Design Office and Site Offices)
Client References~
Project Name:
Project Name:
Upper Mountain Project, South Park American
River
Mr. Frederick C. Mikain
El Dorado Irrigation District
P.O. Box 1608
Placerville, California 95667
916/622-4513
Auburn Darn
Mr. Edwin Koster
Chairman American River Authority
P.O. Box 3218
Auburn, California 95604
916/885-2411
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Job Title:
Work Location:
Education:
Special
Qualifications:
Professional
'Registration:
Parent Company:
ZUBAIR A. SALEEM
Hydrogeologist
Anchorage
New Mexico Institute of Mining Technology
Ph .D. . .. Hydrology -1969
Panjab Univer.sity, Lahore -BS and MS
1959, 1961
University of California, Los Angeles
Short Course -Systems Analysis of
Large Scal,0 Water-Resources Systems
1968
Society of Professional Engineers, Chicago
Short Course -Liability for Profes-
sional Engineers -1977
Dr. Saleem has over twenty years experience in
hydrologic, geologic and geophysical studies
including ·field studies, computer modeling,
groundwater quality investigations and regional
groundwater resource evaluations. Responsibil-
ities include planning, management, and execu-
tion of groundwater studies; Safety Anillysis
Reports and Envirohmental Reports; proposal
preparation and presentations td clients. The
hydroelectric projects experience include the
monitoring program for the Karun Dam (formerly
Reza Shah Kabir Dam) in Iran, for the pre-
diction and control of seepage~ a study of the
optimum operating policies for the operations
for the Guri reservoir system Venezuela, for
hydroelectric generation and for other water
uses; Seismic refraction survey of the Tarbela
dam-site in Pakistan; and electrical
resistivity surveys for the determination of
depth to the bedrock at Babar Kachh Dam Sites,
Pakistan.
Professional Geologist -Delaws~e
Certified Professional Geologist -Indiana
Ebasco Services, Incorporated
ZUBAIR A. SALEEM
Hydrogeologist
-2-
ExperJence and Qualifications Relevant ... ~ !._he Susitna .!:_roj~:
'
1979 to Present: Dr. Saleem is currently Senior Principal Hy-
drologist in the Earth Sciences Group of Ebasco Services and is
geosciences-geotechnical manager for the Licensing Project Man-
ager Project of the Office of Nuclear Waste Isolation, Battelle
Project Management Divisiono
ZUBAI:R A. SALEEM
Hydro,geologist
-3-
REPRESENTATIVE EBAS~~O EXPERIENCE
Client
Caro1,ina Power and .
Light Co.
National Power
Corporation of
Philippines
Florida Power &
Light Co.
Wa.shington Public
Power Supply
System
W.R. Grace Co./U.S.
Department of
Energy
U.S~· Department of
Energy
u.s. Department of
Housing of Urban
Development
Office of Nuclear
Waste Isolation.,
Battelle Project
Management Divi~
sion
Office of Nuclear
Isolation,
Battelle Project
Management Divi-
sion
Shearon Harris Units 1-4,
3600 MW
Ph:i:lippine Nuclear Plant
Unit No. 1
St. Lucie Nuclear Power
Plant
WPPSS Units 3 & 5
Coal Gasification Demon-
stration Plant
Position
Lead Geophydro-
logist
Groundwater
Modeler
Review
Groundwater
Supply and Re-
viev
Siting Investi-
gations
Eastern Geothermal Drill-Lead
ing Project
District Heating and Lead
Cooling Using Geothermal
Resources, Berline,
Maryland
Definition of Instrumen-Support
tation Technology Deve-
lopment needs for a mined
geologic repository
Licensing Project Manager Geosciences-
Geotechnical
~Ianager
1976 to 1977; Dr. Saleem served as hydrologist in the Hydrology
and Environmental Division of Har.za Engineering Company and was
responsible for the supervision of groundwter hydrolc1gy aspects
of projects.
Groundwater contaimination potential from a dis~osal pond site;
evaluation and control of seepage from a large dam on a. hydro-
ZlJBAIR A. SALEEM
Hydrogeologist
-4-
electric project; potential of artificial recharge of grourid-
water in the Great Salt Lake basin; urban storm water quality
model; review and writing of technical proposals.
1970 to 1979: Dr. Saleem was Associate Professor, at the Uni-
versity of Illinois, Chicago, in charge of their hydrology pro-
gram. He was responsible for teaching and research in hydro-
logy. Taught undergraduate management, engin'ee:ring geology,
computer applications in geelogy, hydrology, hydrogeochemistry,
environmental geology, an introductory geology. Advised and
supervised M.S. and PhaD. students. Developed, managed and
supervised several hydrologic projects.
• A study for the optimal utilization of water resources of
Northeastern Illinois; analysis of aquifer characteristics
of Long Island for the Suffolk County, New Yorki drawdown
distribution due to well fields in coupled leaky aquifers;
investigation of the clogging and contamination of aquifers
due to artificial recharge; development of a computer model
for the simulation of transport of contaminants in aquifer
systents; setup of a modern water-quality laboratory for
analyses of major and trace elements in water; investiga-
tion of effects of road salts on quality of waters of an
urban basin; study of the hydrogeochemistry of groundwaters
of the Chicago r.1etropol i tan area; evaluation of underground
compressed air energy storage -underground pumped hydro
storage development cost and potential. Funded by the u.s.
Dept. of Energy through the Argonne National Laboratory
(ANL)1 Argonne; evaluation of candidates for .senior-level
hydrogeology positions for Agency for International Deve-
lopment; heat pump centered integrated community energy
systems using aquifers. and; review of mathematical,
experimental, and computer models for the simulation of
seepage from uranium tailings for the u.s. Department of
Energy through ANL~
1965 to 1970: Dr. Saleem was Research Assistant, Assistant
Hyrologist and. Visiting Hydrologist at the 1\few Mexico Institute
o£ Mining & Technology.
He acted as Co-Principal Investigator of the Pecos River Basin
Interdisciplinary Project involving quantitative analysis of a
complex overdrawn irrigated basin in a semiarid climate ..
super~"J'ised other assistants and taught the course on "Theory of
Groundwater J.Vlotion". Funded by the Office of Water Resources
Research ( OWRR). Principal Investigator, !: simulation of coupled
leaky aquifer systems", funded by OWRR.
~'.'. ·~.
ZUBAIR A. SALEEM
Hydrogeologist
-5-
Research included: development of a stochastic dynamic
programming model; a method for the simulation flow in
multiaquifer systems; computer method for the pumping test
analysis; salt-water encroachment in leaky aquifers and times of
travel for an impulse in multiaquifer systems.
Client References:
Project Name:
Project Name:
Project. Name:
Publications
and Reports:
Battelle Memorial Institute
505 King Avenue
Columbus, Ohio 43201
Dr. R. W. Klingensmith
414/424-7478
Shearon Harris Dams, North Carolina
Carolina Power & Light Company
336 Fayetteville Street
PcO. Box 1551
Raleigh, North Carolina 27602
Mr. Steve Whatley
919/836-6111
Philippine Nuclear Plant Unit #1
National Power Corporation
Nuclear Power Department
Port Area, Manila, Philippines
Mr. Jose Torres
Tel. 011-63-47-21-41
Electrical resistivity investigations of the
Baber Kachh dam sites, Sibi District,
Pakistan: Geol. Bull. Pan. Univ., no. 4,
17-22, Dec.r 1964.
Tables of drainage function, special
publication of N. M. Institute of Mining and
Technology, pp. 7, 1966.
A computer method for pumping-test analysis:
Journal of Groundwater, v. 8, no. 5, 21-24,
1970.
Dynamic programming model and quantitative
analysis, Roswell Basin, New Mexico; N. I'c1.
Water Resources Research Institute Report
No. 10, pp. 180, {with C .. E. Jacob), April,
1971.
--~.
q '~
ZUBAIR A. SALEEM
Hydrogeologist -6-
Optimal use of coupled leaky aquifers, Water
Resources Research, vol. 7, no. 2, 382-393, ·
(with C.E. Jacob), April, 1971.
Time of travel of an impulse in leaky and
nonleaky aquifers, presented at the annual
meeting of the Amer. Geophysical Union,
April, 1971. Abs. in EOS, v. 52, no. 4,
..'\pril, 1971.
Lead content of soils along Chicago's
Eisenhower and Loop-Terminal Expressways,
Arc. of Environmental Contamination and
Toxicology, v. 1, no. 3, 209-233, (with w.c.
Coello and M.A.Q. Khan), 1973.
Simulation of Coupled Leaky Aquifers and
Surface Water Systems: New .Mexico Water
Resources Research Inst., Rep. No. 17, 70
pp.' 1973.
Clogging in simulated glacial aquifers due
to artificial recharge: Water Resources
Research, v. 9, no. 4, 1047-57, August,
(with David P. Pipley), 1973.
Method for n~1erical simulation of flow in
multiaguifer systems: Water Resources
Research, v. 9, no. 5, October, 1973.
Drawdown distribution due to well fields in
coupled leaky aquifers:
1. Infinite aquifer system:
Resources Research, v. 9, no.
(with c-:E. Jacob); 1973"
Water
6, December 1
Drawdown distribution due to well fields in
coupled leaky aquifers:
2. Finite aquifer system: Water Resources
Research, v. 10, no. 2, April, 1974.
Ecological effects of lead in auto exhaust,
in Survival in 'roxie Environments, edited by
M.A.Q. Khan and J.P. Bederka, Jr., Academic
Press, (with w. F. Coello and M.A. Q-I<han) ,
1974 ..
•
ZUBAIR A~ SALEEM
Hydrogeologist
-7-
Opening and Welcoming Addresses, Decade of ':;
Progress in Water Resources 1 presented at
the Tenth Amer. Water Resources Conf.,
Puerto Rico, (with S.C. Csallany}, 1974.
Job Title;
Work Location:
Education:
Special
Qualifications:
Professional
Registration:
Parent Company:
ERVIN W. SCARLETT, JR.
Surface Geophysical and Down-Hole Surveyor
Anchorage
University of South Carolina -BS -Geology
1970
Duke University -MS -Geology/Geophysics -
1979
1) Commerical Pilot
2) Experienced in conducting geophysical
exploration projects
None
Ebasco Services, Incorporated
Experience an~ Qualifications Relevant to the Susitna Project: --_,..;.,...---
1979 to Present: Mr. Scarlett is presently geophysicist in the
Earth'Sc'iences Group of Ebasco Services Incorporated. He has
recently conducted a seismic refraction survey for the Alaska
Power Authority's Grant Lake Project, performed a feasibility
. study assessing geothermal potential for a deep well in eastern
Maryland and provided geotechnical input for revie\v and revision
of the proposed SAR for siting a nuclear waste repository for
the office of NWTS Integration, Battelle Project Management
Division.
• Designed and carried out numerous seismic refraction inves-
tigations including a seismic refraction exploration pro-
gram for the Upper Mountain of the El Dorado Irrigation
District project on the South Fork of the American River in
California.
• Planned and conducted search for a borrow source for the
main reservoir dam at the Shearon Harris Nuclear Power
Plant in North Carolina, planned and conducted field inves-
tigations to lay out borrow area boundaries and assisted in
development of borrow area. He also planned and conducted
quarry investigation and laid out quarry boundaries, con-
figurations, and development sequences and carried out
investigations including coring and seismic refraction.
Participated in the preparation of the geology/seismology
ERVIN W. SCARLETT, JR. -2-
Surface Geophysical and Down-Hole Surveyor
section of the Final Safety Analysis Report for this proj-
ect.
• Participated in seismic risk analysis for a nuclear power
pl.?.nt site in the Philippines and was involved in eval ua-
~ion of a volcanic-seismic surveillance network proposed
for the same site. He also prepared portior~s of the Final·
Safety Analysis Report for this project~
• Conducted geophysical investigations for water well si~ing
at recreation areas of the u.s. Corps of Engineers Wilming-
ton Disrict's B. Everett Jordon Lake Project.
• Also reviev1ed field test instrumentation for a study of
instrument technology research ana development needs for a
mined geologic repository for Battelle Memorial Insitufe's
Office of Nuclear Waste Isolation.
1976 to 1979: Duke University, Durham, North Carolina; Engaged
in-studies leading to Master of Science degree, served as a
Research Assistant to Dr. B. R. Rosendahl, and participated in a
geophysical research cruise aboard Research Vessel Wecoma with
scientific personnel from Scripps Institution of Oceanography
and Oregon State University. M.S. Thesis Title -"A Cross-Ridge
Seismic Refraction Survey of the East Pacific Rise at 10°
South".
1979 to 1976: United States Marine Corps; Regular Officer.
Des~gnated Naval Aviator, Squadron Pilot (E'-4J).. At various
times served as Officer in Charge (OIC of Power Plants, ore of
Hydraulic Shop, OIC of Metal Shop, and Airframes Division Offi-
cer; Beaufort, South Carolina. As Airframes Division Officer
was in charge of and responsible for approximately 150 men.
Served as a Flight. Instructor, Naval Training Command, Pensa-
cola, Florida.
Client References:
Project Name:
Project Name:
SOFAR Project, California
El Dorado Irrigation Djstrict
Mr. Frederick c. McKain
Project Administrator SOFAR
2890 t1osquito Road
Placerville, CA 95667
916/622-8620
Shearon Harris Dams, North Carolina
Carolina Power & Light Company
ERVIN W,. SCARLETT, JR. -3-
Surface Geophysical and Down-Hole Surveyor
Project Name:
336 Fayetteville Street
P.O. Box 1551
Raleigh, North Carolina
Mr. Alex Custin
919/836-6111
Nuclear Waste Repository
Battelle Columbus Lab.
505 King Avenue
Columbus, Ohio 43201
· Mr. Norman c.. Henderson
614/424-6424
27602
o•t• e~~ ~ng
t
Job Title:
Work Location:
Education:
Special
Qualifications:
Professional
Registration:
Parent Company:
GUENTHER SCHEEL
Substation Engineer
Bellevue
Bachelor of Science in Electrical
Engineering 1950, Polytechnicum
Giessen, Germany
Senior Engineer Hrauneyfoss (Iceland)
Wisconsin
Harza Engineering Company
Experience and Qualifications Relevant to the Susitna ~reject:
~.Tuly 1969 to Date: Harza Engineering Company, Chicago,
Illinois. -Senior Electrical Engineer, Electrical Department I.
Duties and responsibilities include supervision, coordination
and review of electrical design, including prepar~tion of con-
tract documents~ engineer's estimates, evaluation of bid propos-
als, construction drawings, witnessing factory tests of electri-
cal equ:tpment, and assistance to field during construction
stage. vvorked on the following proj eats:
• Hrauneyjafoss Project, Iceland. Three-unit, 244.5 MVA
powerhouse and 220 kV SF-6 gas insulated substation.
• El Nispero Project, Honduras, C.A,. One-unit 23 MW power-
house and 34.5/69 kV switchyard.
• Yacyreta-Apipe project, Argentina, S.A. Twenty units,
3;450 MVA powerhouse and 220 kV SF-6 gas insulated substa-
tion.
• Karun River project, Iran. Four units, 1, 000 MVA power-
house, dam and 400 kV switchyard. Karun EHV Transmission
System, Iran. Four 400 kV substations. Go.tvand Irrigation
project, Iran.
• Finchaa project, Ethiopia. Three units, 105 MVA powerhouse
and 230 kV switchyard.
• Rio Lindo project, Honduras, C.A. Two units, 42 MVA power-
house and 138 kV switchyard. La Puerta Substation,
Honduras, C.A. Expansion of 138 kV switchyard including
modification of control switchboard (field assignment).
GUENTHER SCHEEL
Substation Engineer
-2-
November 1962 to July 1969: Erik Floor & Associates,
Chicago, Illinois. Electrical Design Engineer. In charge of
all electrical design and drafting of the following
hydroelectric generating stations:
• Miller Ferry project, Alabama. Three units, 79 MVA
powerhouse and 115 kV switchyard.
• Sarijar project, Turkey. Expansion of existing powerhouse
and switchyard to accomodate two additional generating
units of 44.5 MVA each~
• West Point project, Georgia. Three units, 110.5 MVA
powerhouse and 115 kV switchyard.
November 1959 to October 1962: A. J. Boynton & Company, Ch~cago, IllinOis. Electrlcal Design Engineer. Work consisted
of preparing cost estimatesr calculations, equipment selection
and requisitioning, physical layouts, wiring diagrams,
modernization of existing steel plant (field assignment).
January 1957 to October 1959: Laramore, Douglas and Popham,
Chicago, to October 1959: Illinois. Electrical Engineer.
Work included electrical engineering design work of steam-
electric generating stations and switchyards.
October 1950 to December 1956: Siemens & Schuckert, Germany.
Electrical Field Engineer. Supervised field erection and test-
ing of swichgear and transformers, industrial control, and ma-
chine tool control for industrial customers of apparatus divi-sion.
Job Title:
Work Location:
Education:
Special
Qualifications:
Professional
Registration:
-Parent Company:
FRANK S. SHURI
Senior Rock Mechanics Specialist
Anchorage
B.S., California Institute of Technology
Graduate Courses, Portland State University
Hr. Shuri is just completing an assignment
as project engineer for rock mechanics
studies for a dam at Site C on the Peace
River in British Columbia. The work includ-
ed large plate loading tests and large block
direct shear tests and was conducted through
the winter months. FSI was nominated for
the Small Business Administration Subcon-
tractor of the Year Award due to his work on
the rock testing for the BWIP Project,
Hanford, Washington.
Geologist, State of Oregon, No. E826
Engineering Geologist, State of Oregon, No.
826
Foundation Sciences, Inc.
Experience and Qualifications Relevant _!:.o the Susitna Project:
1974 to Present: Senior Geologist and Project Manager, Founda-
tion Sciences, Inc. Mr. Shuri has managed many pro~ects for
FSI. He directs field and laboratory studies, develops rock and
soil instrumentation programs, and conducts the computer data
reduction and analysis.
• Directed in-situ rock mechanics testing at Dam Site C on
the Peace River in British Columbia. The work included in-
situ plate loading and shear strength testing, and seismic
measurements of dynamic elastic properties of rock.
• Project Manager for a program of in-situ overcoring and
rock mass permeability tests at the Nevada Test Site (NTS).
He was also the principal author of two manuals for -~c.he
Office of Nuclear Waste Isolation, which contain state-of-
the-art procedures for field and laboratory rock mf~chanics
testing.
FRANK S. SHURI -2-
Senior Rock Mechanics Specialist
• Directed an extensive series of rack mechanics tests at the
Calumet Pumping Station near Chicago. He also worked on
several phases of the Rock Instrumentation System to moni-
tor the effects of heating rock in an experimental cavern
at the Hanford Site, Washington, including instrument
design modifications, instrument installation, test proce-
dures, computer processing of test data, and analysis of
results. The instruments include extensometers, USBM
gages, vibrating wire stressmeters and thermocouples. In
another phase of t.he project, he conducted overcoring and
borehole jacking tests at the site to determine in-situ
stresses.
• Field Engineer for rock instrumentation at the Forest Glen
Metro Station in Washington, D.C. where he directed the use
"£ the Goodman jack and analyzed test re'f.·ul·ts. He assisted
in developing cross-hole seismic equipment for use at the
Ferrel Nuclear Power Plant site in Portugal, and partici-
pated in a comprehensive seismic analysis of the site which
included probabilistic and deterministic earthquake poten-
tial, attenua.tion studies, dynamic response of various
geologic units, and spectrum analysis. He conducted tests
on inclined roof bolts in a study for the u.s. Bureau of
Mines and determined rock properties and in-situ stresses
in the Cain Street Station for the Metropolitan Atlanta
Rapid Transit Authority. He has ex·tensive experience in
computer programming, data acquisition, and digital proc-
essing of geologic data. Mr~ Shuri set up and managed an
in-house data management program for 10,000 pieces of data
weekly from Satsop Nuclear Power Plant and implemented in-
house finite elemen·t. analysis capability to investigate
geologic problems.
1973 to 1974: Geologist, McClelland Engineers, Houston, Texas.
Mr. Shuri was field supervisor of soil sampling for the South
Texas Nuclear project and several other soil mechanics studies.
He was soils technician for off-shore sampling in the North Sea;
he also did extensive laborato:cy soils testing and geophysical
field work.
1969 to 1973: Re~earch Assistant, Ice Mechanics Program,
California Ins·ti tut'Et of Technology. Mr. Shuri was responsible
for borehole and crystal fabric photography on the Blue Glacier
Project, Washington. Its objectives were to measure directly
the basal sliding rate and to examine the internal structure
of the glacier. He also worked on an experiment in which large
single crystals of ice were subjected to torsional deformation.
His duties included growing sui table crystals, manufact.u:r:ing
mechanical and electronic control apparatus, and monitc.>ring
preliminary testing.
c
FRANK S. SHURI -3-
Senior Rock Mechanics Specialist
Publications:
~lient References
Shuri, F.s., 1975, "Pre-construction Flow
Estimate for Tunnels", Foundation Sciences•
Newsletter, Vol. 9, No. l.
Shuri, F.S., 1976, "Measurements of Earth-
quake Size*', Foundation Sciences• News-
letter, Vol. 10, No. 1.
Shuri, F.S.* Dodds, D.J., and Kim, K.
(1980), Measurement of Rock Mass Deformation
Prop~rtiesby the Borenole Jacking Method at
the Near-Surface Tes·t Facility, RSD-BWI-TI-
018, Rockwell Hanford Operations, Richland,
Washington.
Shuri, F.S., 1981 "Borehole Diameter as a
Factor in Borehole Jack Results"1 Proceeding
of the 22nd u.s. Rock Mech. Symp., MIT,
Cambridge, Mass.
Peace River, Site c
Mr. Tim E. Little
British Columbia Hydro and Power Authority
555 w. Hastings street
Vancouver, BC V6B4T6
604/663-3727
Nevada 'l1 ~~st Site
Mr. Rober Zimmerman
Sandia National Laboratories
Albuquerque, NM 87185
505/845-0187
Near-Surface Test Facility Project:
Mr. James L. Cheshire
Rockwell Hanford Operations
P.o. Box sao
11(6 Bldg., Area 1100
Richlan.d, WA 99352
509/376-7988
Job T ; t"'· e .. ....... -~ .
Work Location:
Education:
Special
Qualifications:
Professional
Registration:
Parent Company:
DON K. SMITH
Hydraulic Machinery Engineer
Bellevue
BS, Mechanical Engineering
1949, Colorado University
Graduate Courses -Mechanical Engineering
1950-1953
.
Chief mechanical engineer·for Alaskan
Projects
Alaska, Colorado, Washington, Virg.i.nia,
Maine
Ebasco Services Incorporated
~xperience and Qualifications Relevant to the Susitna Project:
If). September 1981 to Present: Consulting Engineer in the Bellevue,
····· Washington office serving as consultant and Project i~anager and
Feasibility studies, FERC Licensing, and Final Design of
Hydroelectric Projects.
September 197~ to September 1981: Executive Mechanical ~ngineer
with R.W. Beck and Associates of Seattle, Washington where he
was responsible for conducting reconnaissance, feasibility,
licensing, and design phases of development for numerous
hydroelectric and water resou:J,'."ces projects. Served as project
manager for feasibility level studies for. the Kennebec River
""Project (68 MW) in Maine and feasibility and FERC licensing
studies for the Black River Hydroelectric Project (30 MN) in
Vermont. Responsibilities included supervision of preparation
of predesign layouts, hydrological analysis, power output
studies, assessment of environmental impact, preparation of cost
estimates and determination of economic feasibilityo Served as
project manager during the permitting and design·phases of the
Spinney Mountain Dam and Rese.rvoi:r: Project in Colorado (con-
structed 1981) which included a 2,100,000 cubic yard embankment
dam.
• As chief mechanical engineer, he had overall responsibility
for designing and specifying all hydromechanical equipment
:.. .. 1cluding emergency and service gates, outlet valves, tur-
DON K. SMITH -2-
Hydraulic Maahinery Engineer
bines, governors, and turbine shutoff valves. Representa-
tive projects include the Green Lake Hydroelectric pro-
jects, Alaska (16.5 MW), Swan .Lake Hydroelectric Project,
Alaska (22 MW), Lake Silvis Hydroelectric Project Rehabili-
tation~ Alaska {2.1 MW), Snowden Hydroelectric Project,
Virginia (7 MW). James River Hydroelectric Project, Vir-
ginia (26 MW), Antilon Lake Pumped Storage ProjeQt, Wash-
ington ( 2,000 MW), and other major projects. Also performed
FERC safety inspections for large hydro generating plants
in the Northwest. Other experience includes serving as
project engineer on Methow River Flood Plain Information
Study, Washington, the Lake Washington Ship Canal Fisn
Ladder (design and specifications), and siting studies for
nuclear and hydroelectric projects in the northwest and
eastern states.
1957 to 1971: During this period Mr. Smith was employed by
Tipton and ~<almback, Inc., Denver, Colorado, where he designed
and prepared specifications for much of the hydromachinery for
Williams Fork Dam and Powerplant, Roberts Tunnel, and Dillon
Dam; which were designed and constructed for the Denver Water
Board. Other experience on these projects included bid evalua-
tion, procurement recommendations and administration, and
approval of manufacturer's drawin9s. Inspection of the equip-
ment for conformity to the specifications, and consultation \;rith
the contractors and client concerning installation and operation
was also a responsibility.
•
•
on the Cumbaya Project in Ecuador, was responsible for the
design of the gates and hoists, preparation of specifica~
tions for the gates, bid evaluation, approval of manufac-
turer• s dra,qings, and supervision of the procurement and
delivery of the gates. Also prepared the specifications
for the turbines, governors, pumps, air compressors, and
other equipment required in this hydroelectric plant,
evaluated bids, approved manufacturer's drawings and super-
vised its procurement. Responsible for similar items on
the Bocono Project in Venezuela and the Link Canals project
in West Pakistan.
Was project engineer on the Groundwater and Reclamation
Program in West Pakistan, which involved the construction
of several thousand irrigation wells to drain and reclaim
waterlogged land.. This included supervision of design,
writing specifications, and procurement of the materials
and equipment required for the project.
DON K. SMITH -3-
Hydraulic Nachinery Engineer
., 1955 to 1957: Hr. Smith was mechanical engineer in charge of
a11,·p~ant ·utilities and. services of a maj'or manufacturing plant
at Rocky Mountain Arsenal.
1949 to 1952: Mr~ Smith started his profe~:?sional work as a
produCt ~pplication engineer with Gates Rubber Co. in Denver.
Client Re.rerenoes:
l? • ..,_ ~:r roJech. l..~ame: Grant Lake Feasibility Study
Mr. Eric A. Marchegiani
Alaska Power Authority
334 West Fifth Avenue
Anchorage, Alaska 99501
907/276-0001
Spinney Mountain Projec.'t
Mr. Chuck Wemlinger
City of Aurora
1470 So. Havana St.
Duraray, Colorado
303/694-7000
Black River Hydroelectric Project
Mr. Michael J. V~luk
Town Manager
9 6 Main St • = ·. ·
Springfield, Vermont 05156
802/855-2104
~ \~
Job Title:
Work Location:
Education:
Special
Qualifications:
Professional
Registration:
Parent Company:
FREDERIC G. SNIDER
Geologic Mapping
Anchorage
Wesleyan University -M.Sc. Geology -1975
Amherst Colleg~ -B.A. Physics -1972
Mr. Snider specializes in the design and
supervision of field geologic investigations
for major power generating projects. His
experience both in the United States and
abroad has provided a wealth of practical ·
geological knowledge specifically applicable
to the siting and construction of major
engineering structures.
None
Ebasco Services, Incorporated
Experience and Qualifications Relevant to the Susitna Project
1975 -Present: Mr. Snider is currently Senior Geologist in the
Earth Science Group of Ebasco Services. Since joining Ebasco,
Mr. Snider has participated in geological and geophysical
investigations for site selection, site confirmationr and SAR
preparation for nuclear generating facilities. He was involved
in studies of regional and local geologic structures, surface
and subsurface mapping, geotectonic·s, volcanic stratigraphy, and
acquisition and interpretation of geophysical data. He has also
been involved in mineral exploration and resource assessment
programs, and development of computer-based analysis systems and
techniques to enhance geologic, geophysical, and hydrologic
field investigations. ·
• At the Bear Lake Hydroele.ctric Project, utah, Mr. Snider
led the geologic field investigations aimed at determining
the feasibility and cost of a proposed pumped storage
facility. His responsibilities ranged from analysis of dam
foundation conditions, evaluation of reservoir suitability,
location of sources of construction materials, and planning
of subsurface exploration prosrams.
FREDERIC G. SNIDER
Geologic Mapping -2-
• At the Grant Lake project, I'v1oose Pass, Alaska, Mr. Snider
acted as field representative and supervisor for the
feasibility studies at this hydro-power site.
• I-JJ.r. Snider also has extensive experience in the detailed
geologic analyses required for siting, site confirmation,
and licensing of nuclear power sites, both in the u.s. and
abroad. He-has been involved in studies of regional and
local geologic structures, surface and subsurface mapping,
geotectonics, stratigraphy, and the acquisition and
intepretation of geophysical data. His experience in
fossil-fueled projects include geologic hydrologic studies
for ash pond siting and plant foundation analyses.
Client References:
Project Name: Grant Lake, Alaska
Alaska Power Authority
334 West Fifth Avenue
Anchorage, Alaska 99501
Mr. Eric A. Marchegiani
Project Name: Bear Lake Hydroelectric Project
Utah Power & Light Company
P. o. Box 899
Salt Lake City, Utah 84110
Mr. John Kunz
(805) 535-2323
Project ~ame: Philippine Nuclear Plant Unit 4Fl
National Power Corporation
Nuclear Power Department
Port Area, Manila, Philippines
Mr. Jose Torres
Tel. 011-63-47-21-41
Job Title:
Work Location:
Special
Qualifications:
Professional
Registration:
Parent Company:
DALE N. SPANOGLE
Drilling Superintendent
Anchorage
Mr. Spanogle has nearly 30 years of
experience as a driller and superintend~nt
in Alaska. He is responsible for the
supervision of drilling crews and
maintenance of drilling equiupment for
Harding Lawson Associates' Alaskan
operations. Mr. Spanogle is experienced
with permafrost drilling, refrigerated
coring, soil sampling, hard rock mineral
exploration, dam foundation drilling and
testing, offshore operations and helicopter
drilling operations at remote sites. Mr.
Spanogle first performed coring on the
Susitna River project in 1957 for the u.s.
Bureau of Reclamation* Between 1962-1969
rvJr. Spanogle was employed by the State of
Alaska, Department of Highways and performed
drilling operations throughout the State.
None
Harding Lawson Associates
Experience and Qualifications Relevant to the Susitna Project:
• Drilling Operations for. Hydroelectric Development, Susitna
River, Alaska, 1957-1960 -Performed core drilling, soil
sampling and water testing in overburden to bedrock at the
Devil~s Canyon and Denali Dam sites in the summer months
and at Vee Canyon over-ice in the winter while employed by
the u.s. Bureau of Reclamation.
• Duck Island Development, Beaufort Sea, Alaska, 1981 -
Superintendent of barge-mounted drilling operations.
Drilling program lasted 30 days over water; supervised two
crews on 24-hour basis. Duties included trouble-shooting
drill problems and maintaining equipment. Equipment
r~liability was 100 percent throughout drilling operations
for Exxon Company, U.S.A.
DALE N. SPANOGLE \
\
Drilling Superintendent
-2-
Kandik Basin Exploration, Brooks Range, Alaska, 1979 -
Geologic coring investigations for mineral and oil
·exploration for Louisiana Land Exploration.
• Kenai Products Dock, 1977 -Used a Failing 1500 to drill
five holes to over 100 feet below mudline in 80 to 100 feet
of water with severe tidal conditions for Phillips
PetroleUt~~
• Port of Anchorage, 1975-1977 -Used B-61 eql,lipment under
severe tidal conditions ( 32 feet). In 1975 drilled four
holes and in 1977 drilled three holes, some of which were
250 feet deep. The 250-foot boring \'?as completed in 18-1/2
hours drilling time for Municipality of Anchorage.
Client References:
Project Name: Mr. R. R. Bowen
Exxon Company, U.S.A., Western Division
1800 Avenue of the Stars
Los Angeles, California 90067
(213) 552-5685.
Project Name: Mr. Lawrence Davis
Louisiana Land and Exploration
1675 Broadway, Suite 2100
Denver, Colorado 80202
(303) 623-5759.
4 •
Job Title:
vlork Location:
EdJ,lCation:
Special
Qu.alifications:
Prtofessional
Registration:
Parent Company:
JANIS STRAUBERGS
Lead Civil/Structural Engineer
Bellevue
Bachelor of Civil Engineering
1956, Melbourne University, Australia
BA (Economics and Geography}
1959, University of New England,
Australia
Project Engineer -Alaska Projects,
Reviewed design of Bath County
Idaho, Montana, Oregon, Washington, and
Wyoming
Ebasco Services Incorporated
~xperience and Qualifications Relevant to the Susitna Project:
Ebasco Experience (since 1967):
May 1981 to Present: Acting Chief Consulting Engineer in the
Seattie, Washington office responsible for all reconnaissance
and feasibility stage work. At present also supervising all
c.i vil work on the final design of 20 t-1W Terror Lake powerhouse
and transmission line. Mr. Straubergs has repeatedly acted in
various project management, engineering or review functions on
numerous studies for the Puget Sound Power and Light Company
involving evaluation of the potential devetopment of small
hydroelectric resources, and assistance applyi,ng for FERC
licensing documents.
• Project Engineer on a 1980 s.tudy for the Alaska District
Corps of Engineers to evaluate small hydroelectric
development potential in the Aleutian Islands. Alaska
Peninsula and Kodiak Island, and on a similar study in 1981
for the southcentra1 and northeast regions of Alaska.
During this time he travelled to the region to evaluate the
region's hydroelectric resources, developed layouts for
project features and supervised the preparation of cost
estimates. He also supervised the hydro-related studies
forming part of Batelle's 1981 Alaska Railbelt Study.
• ,.J
JANIS STRAUBERGS -2 ·-
Lead Civil/Structural Engineer
• Mr. Straubergs is regularly earring out numerous FERC darn
safety investigations in the Pacific Northwest for Pacific
Gas and Electric, Pacific Power and Light and Montana
Power.
November 1979 to April ;!.~81: Set?-ior Principal Engineer in the
New York Civil Consulting Departm~nt. Project Engineer and
Assistant Project Manager on review of main civil, mechanical,
electrical apsec~s and project costs for the 2100 MW Bath County
Pumped-Storage Project. Responsible for the hydroelectric
engineering input on a 400 MW pumped storage feasibility study
for the Utah Power and Light Company and £or a prefeasibility
study of the 240 MW Katka hydro project for the Washington Water
Power Company.
August 1975 to october 1979: £rincipal Engineer in New York
Civil Engineering Department. Responsible for engineering of
powerhouse, including specifications and bid evaluation of the
pump-turbines and spherical valves on a 1000 MW' Davis pumped-
storage project for Allegheny Power and Light Company. Project
Engineer and Lead Civil Engineer, responsible for all technical
aspects and also for engineering of civil and mechanical items
on the 120 MW Noxon Rapids No. 5 hydro extension for the
Washington Water Power.
• Lead Civil Engineer on the La Oroya-·Pachachaca Transmission
Line for Centronin, Peru.
J?l~ 1971 !2 July 1975: Senior Engineer in New York Civil
Engineering Department. Lead civil engineer on various hydro-
electric, fossil and transmission projects. Responsible for all
civil aspects for the 480 ~1 pumped-storage and 400 MW hydro
addition feasibility study of the Yale project for the Pa<:;ific
Power and Light Company. Lead Civil Engineer, responsible for
civil aspects on five fuel oil conversion and fuel oil storage
tank projects for the Houston Light and Power and for Portland
General Electric companies; on various gas turbine projects,
including a barge-based project involving piers. and mooring
facilities for Electrobras in Salvador, Brazil, and on various
transmission line projects. Responsible for civil aspects of
preparation of bid documents, evaluat:.ion of bids, and subse-
quently continuous review of design during construction of the
120 MW turnkey fossil Manaus 3 and 4 project in Brazil. Respon-
sible for shielding concrete selection on the Tokamak fusion
test reactor project for Princeton University.
• Lead Civil Engineer, mainly involved with design of dams,
tunnel and spillways on the 1000 t-1W Dam's Pumped Storage
JANIS STRAUBERGS -3-
Lead Civil/Structural Engineer
project for the Allegheny Power and Light Company. Geo-
t~chnical assignments ranged from field supervision and
borehole logging, to office studies of deep foundation
cutoffs, darn stability and lead position of various pro-
jects including large tank foundations on soft ground.
Februarv 1967 to June 1971: Senior Engineer in Ne'\¥ York and
Turkey Civil Engineering Departments. Responsible for: the
containment of the 700 ~v PWR HB Robinson No. 2 nuclear plant
for the Carolina Power and Light Company; for concrete and foun-
dations of the 350 MW Dave Johnston .No. 4· project for the
Pacific Power ~'"ld Light Company. Res,ponsible for design during
construction; as lead on the 300 MW Gokcekaya hydro project
including a 500' arch d.am: and as Assistant Lead on th 640 MW
Keban hydro that included a 700' rockfill dam -the last two
projects being for Devlet' Su Isleri in Antkana, Turkey.
February 1961 ~~ May 1966: Civil Enginee.E., with the Snet\\y Moun-
tains HE Authority, Cooma, Australiat respon~ible for final
design and layout and stress analysis on a 200 foot high arch
damJ and of in situ stret~s in foundationsi preparation o£ compu-
ter program for earth dam stability analysis; cut-off in deep
gravel foundations. Hydraulic model testing of movable bed
erosion for super elevated spillways; earthquake design of
gravity dams. Project Engineer; responsible for preparation of
construction dra'f.'lings, design ~sport and for coordination with
construction personnel on the 220 foot high Jindabyne earth and
rockfil1 dam project. Lead Ci,vil Engineer, responsible for
s~lection of typ~ of dam and for a 120 foot high penstock intake
structure with six 18 foot diameter penstock intakes and adja-
cent service spillway on the 1,500 MW Tumut 3 Pumped Storage
project.
~E_ri1_!960 ~ Febr';lary }961: In-ser":ice training witl; the u.s.
Bureau of Reclamat~on, Denver on des1gn and construct~on of
earth, concrete gravity and hydraulic model testing. Construe, ..
tion of the 700 foot high Glen Canyon arch dan.1 and a 400 30
million cubic yard earthfill Navajo dam.
January 1957 to March 1960: Civg. En~ineer w~th the snowy Moun-
tains HE Auth-orit.y on desJ.gl1 of bu~ld~ngs, br1dges, towers and
footings and water supply and sanitary w·orks; various civil
aspects of the 900 foot head, 320 MW Tumut I underground power
station.
JANIS STRAUBERGS -4-
Lead Civil/Structural Engineer
Client References:
Project Name: River Basin Reconnaissance Studies
Ms. Virginia Pisforesi
Puget Sound Power and Light
Puget Power Building
Bellevue, WA 98009
206/451-3058
Small Hydroelectric Reconnaissa.nce Studies
Mr. Loran Baxter
Alaska District, Corps of Engineers
P~O. Box 7002
Anchorage, Alaska 99501
907/752-3461
Bath County Pumped Storage Project Review
and Davis Pumped Storage Proj ec-1:.
Mr. John H. Bail, Director -Power
Engineering
Allegheny Power Service Corporation
900 Cabin Hill Drive
Greensburg, Pennsylvania 15.601 --
412/837-3000
Noxon Rapids No. 5 Extension and Katka
Project Prefeasibility Studies
,,
i/
Mr. Donald L. Olson, Senior Vice President,
Resources
The Washington Water Power Company
P.O. Box 3727
Spokane, Washington 99220
509/489-0500
Yale Feasibility Study
Mr. G. Eldon Drennan, President
Pacific Power and Light Company
Public Service Building
Portland, Oregon 97204
503/243-1122
Australian Projects
Stan Howard
Snowy Mountains Engineering Co.
Cooma, NSW, Australia
J J
Job Title:
Work Location:
Education:
Special
Qualifications:
Professional
Registration:
Parent Company:
ARTHUR H. STUKEY
Senior Field Geologist
Anchorage
Mas·t~~r of Science in G~ology 1968,
, Ul:tiversi ty of New t--iexico
B~.ch~lot~ of Science in Geology 1964,
Tuft . .s University
Maj c.~r pa:r. tic ipan t -Ur iban te Project,
Cert~fied Geological Scientist, (APGS),
Reg is·tered Engineering Geologist, Oregon
Harza Engineering Company
Experience u.nd Qualifhsations He~ev~n~ to the Susitnc;_ Project .
January 1980 to Date: Harza Eng1ne~r1ng Company, Ch~cago, Illl-
nols. ·sen1or Eng 1neer ing (?eo log ist. Responsible for teciJnical
and administrative aspects of geologic exploration, feasibility,
design and construction programs for domestic and international
hydroelectric projects. Work involves coordinated field and
office act.ivities; planning; site revievTs; anel evaluation re-
ports.
• South £olumbia Basin Irrigatio~ Project, Lead Geologist 1
developing and coordinating investigations and foundation
design for Summer Falls dam, dikes, shafts tunnels and
powerhouse; Hain Canal powerhouse, and P.E.C. powerhouse.
• Twin Falls Project, Idaho. Lead geologist to develop foun-
dation criteria for expansion of existing facilities,
evaluating new power shafts/tunnels and powerhouse in Snake
River Basalt sequence.
•' Glendive Project, Lead Geologist for water storage site
appraisals for~major synfuels projects in eastern Montana
and Wyoming.
• Uribante-Caparo Project, VenezueJa, 160 meter earth dam.
S1.te eva1uat1on Of test grouting and consolidation grouting
programs, friable Cretaceous sandstones. Report prepara·-
tion and Review Board presentations.
• Rim Basin Project, Gunnison, Colorado. Geologic review and
report for preliminary design of pump-storage plant, Juras-
ARTHUR H., STUKEY
Senior Field Geologist
-2-
sic-Cretaceous clastics.
• Electric Lake Dam, Huntington, Utah. Field Supervisor of
remedial grouting program to stop major abutment leakage at
100 ft high embankment dam in Cretaceous clastics. Di-
rected all drilling and grouting; maintained all records;
and authored completion report.
.
January 1979 to December 1979: Harza Engineering Company, Chi-
cago Ill~no1s. Englneering Geologist:
• Tavera Bao Project, Dominican Republic. Site geologic
mapp1ng during construction phase of 100 m high earthfill
dam, auxiliary dikes, diversion tunnel and drainage galler-
ies. Revision of drain curtain; coordination with grout-
ing prog.ra1n; and seismic review of Maximum Credible Earth-
quake (MCE) terrain.
• San Lorenzo Hydroelectric Project, El Salvadore Field
mapp1ng of foundations, short-term supervision of alluvial
grouting program, consolidation layouts for gravity wall
training structure. Tertiary volcanics and alluvium.
• Summersville Long Tunnel Project, West Virginia, U.S.A.
Field and office-rev lew of Corps of Engineers exploration
program for 1.5 mile long power tunnel, and powerhouse,
Summersville, West Virginia. Pennsylvanian clastic ter-
rain.
• Sullivan Creek Project, Metalline Falls, Washington.
Geologic field evaluation and report concerning dam siting,
power-tunnel routing and surface powerhouse location,
glaciated metamorphic terrain, eastern Washington.
January 1978 to December 1978: Harza Engineering Company, Chi-
cago, Ill1no i"S':" Eng 1neer 1ng Geol og is t. Conducted site and
office evaluations of hydrogeologic monitoring, drainage1
grouting; prepared final geologic foundation reporJc for Reza
Shah Kabir Dam, Iran.
• Karun River Dam, Iran. Resident Geologist during
construct1on and reservoir filling. Field mapping of
cutoff wall excavation in abutment of 200 m high thin arch
dam; drainage review; grouting review; supervision of
hydrologic monitoring; slope stabilization; adit
ARTHUR H. STUKEY
Senior F;eld Geologist
-3-
and tunnel mapping; subsurface investigations. Eocene
limestone terrain, Zagros Mountains.
• Northern !ndiana Power. Field survey and report on five
proposed cooling ponds; glacial terrain, northern Indiana~
• Cornell Hydro Plant 1 Cornell •. Wisconsin. Field geologist
for foundation·mapping of hydro-expansion project. Meta-
morphic terrain, northern Wisconsin.
September 1970 ~o January 1975: Rutgers University, New
Brunsw:t.ck, New Jersey,· Graduate Student. Department of Geology
with supporting full-·and part-time work as follows:
• Rutgers Institute for Environmental Studies, Consultant.
Geologist on multi-disciplinary team reviewing, evaluating
and summarizing technical literature for local, urban plan-
ning agencies throughout New Jersey. Also conducted g~olo
gic and groundwater study in glacia~ed carbonate terrain,
northern New Jersey.
• Madison Township Environmental Commission, Consult.ant~~
Conducted hydrogeologic studies relating to urban develop-
ment south of New York City. Responsibilities also in-
cluded presentations in public hearings and representing
Commission in legal deposition.
• Da.mes and Moore, Consulting Engineers 1 Cranford, New Jer-
sey, Staff Geologist. Performed regional structural geolo-
gy and seismic studies for nuclear plant sites; directed
and participated in field and office programs, primarily in
Mid Atlantic States of New Jersey, Maryland, Delaware and
Pennsylvania.
• Harza Engineering Company, Chicago, Illinois~ (June-Decem-
ber, 1971)~ Field Geologist. Primary responsibilities
included core logging, borehole pressure testing, and es-
tablishing stratlgraphic correlations at Stony Creek
Pumped-Storage Project, nea.r Harrisburg, P-snnsylvania.
Additional duties include piezometer installation, test pit
mapping and field coordination of drill hole locations.
• Rub:~ers University, Hew Brunswick, New Jersey. Graduate
Teaching Assistant. Geology Department~ Teaching
fundamental geologic principles in survey course; and
ARTHUR H. STUKEY
Senior Field Geologist
-4-
developing laboratory and field ex ere ises for undergraduate
structural geology course.
September 1966 to AL1gust 1970: New Mexico. Texacoi Inc.,
Mid!and, Texas.-Explorat~on Geologist in Permian Basin of West
Texas and Field responsibilities at d~ep (18,000 ft) exploration
holes included sample logging, drillstem testing, selecting
casing points, and over~eeing geophysical logging. Office
responsibilities included prospect evaluation and generation,
regional and local subsurface mapping, log analysis, and
seismic interpretation.
Client References:
Project Name: Uribante Doradas Project
CADAFE
,Ave. Sanz,. El Harques
Caracas, Verezuela
Ing. Hernan Boulton
Job Title:
Work Loc3 t ion:
Education:
Special
Qualificntions:
Parent Company:
ROBERT B. STYLES
Specifications Specialist
Bellevue
Bac:helor of Science in Iviathematics 1965,
Illinois Institute of Technology
Major Participant-Guri, Uribante,
Participant -Bath County
Harza Engineering Company
Experience and Qualifications Relevant to the Susitna Project
December 1974 to Date: Harza Engineering Company, Chicago,
Illinois. Assistant r:1ead. Contract Document Preparation De-
pal.·tment. Responsible for writing contractual provisions for
contract documents and revi-ew and coordination of technical
specifications; overseeing the final typing, proofreading,
printing, hinding, and issuing to bidders of contract documents;
preparing lists of bidders for various construction and equip-
ment contracts; writing advertisements for bids for publication
in newspapers and engineering magazines.
April 19!0 to December 1974: Cook County Department of Pur-
chases -;--chicago, Illinois. Specification Engineer II.. Head of
Contract Division. Responsib1e for handling all contracts for
supplies, work, and professional ser·vices for all offices, de-
partments, and agencie.s of Cook County, except the Forest Pre-
serve District. Contracts \vere required on any expenditure in
exce.ss of $5,000 .. 00. This averaged approximately 250 contracts
per year with an annual volume of approximately 20 million dol-
lars. Typical duties included: receive and review requi-
sitions~ prepare specifications and contract documents; select
prospective bidders~ advertise for bids7 receive, open, and
tabulate bids; prepare recommendations of award of contracts
and presertt it to County Board of Commissioners for approval;
prepare and process contracts, performance bonds, and change
orders; review and approve payment requests; review and evalu-
ate Contractor's claims and present recommendation to State's
Attorney and County Board. Typical contracts handled were:
Highway Construction, Maintenance Equipment; and Maintenance
Materials; Sheriff's Police Vehicles, Ammunition, and Communi-
cations Equipment, Building Construction, Remodeling, and Demo-
lition; Professional Services Contracts with Architects, Con-
struction Manager, Testing Laboratories, Management Consultants,
Accounting Firms, etc.; Annual or Semi-Annual Contracts for
Ptinting, Office Supplies, Food, Janitorial Supplies, Newspaper
Advert).s ing r Scavenger Service, etc.
ROBERT B. STYLES
Specifications Specialist
-2-
October 1965 to April 1970: Harza Engineering Company, Chicago,
Illinois. Assistant Head. Specification Department. Responsi-
ble for writing contractual provisions for contract documents
and review and coordination of technical specifications; over-
seeing the final typing, proofreading, printing, binding, and
issuing to bidders of contract documents; preparing lists of
bidders for various construction and equipment contracts; writ-
ing advertisements for bids for publication in newspapers and
engineering magazines.
March 1960 to October 1965: Harza Engineering Company, Chi.ca-
go, IlllnoiS. Clerk-Proofreadero Specifications Department.
Duties included preparing copies of contract aocuments for re-
view of engineering staff and clients; proofreading contract
documents after final typing, keeping bidders list up-to-date;
keeping files of specification material; writing routine lett-
ers for transmitting contract documents to clients and bidders.
•
Job Title:
work Location:
Education:
Special
Qualifications:
Professional
Registration:
Parent Company:
JOHN F. SZABLYA
Power Systems Engine~r
Bellevue
Technical University of Budapest, Diploma
(equivalent to M.S.),
Mechanical Engineering, Electrical Option:
1947,
Technical University of Budapest, Ph.D.
Economics: 1948
State Regulatory Commission Expert ·witness
Testimony -1976 and 1981.
State of Washington-Province of British
Columbia Great Britain
Ebasco Services, Incorporated
Exp~rience and Qualifications Relevant to the Susitna Project:
November 1981 to Present: Presently Electrical Consul t.ing Engi-
neer at the Bellevue, \-J'ashington office of Ebasco Services In-
corporated. Dr. Szablya has overall resonsibility for consul-
ting services offered :i.n the areas of electric energy gf~nera
tion, transmissionj, distribution, control, management and indus-
trial applications. Feasibility and design studies are made
·also under the direct supervision of Dr. Szablya.
• overall responsibility as lead engineer for the design of
the Kake-Petersbury Intertie in Alaska. The line will
cross some environmentally sensitive areas, therefore will
require careful technical design. Detaile·d evaluations
were necessary to the economic feasibility and environmen-
tal compatibility of the intertie.
• Lead engineer for the Tyee Lake System Studies, an inde-
pendent study within the framework of the Kake-Petersburg
Intertie contract. Detailed studies were made on the Tyee
Lake-Wrangell-Petersbury line under construction to assure
that the line, which has four undersea cable crossing sec-
JOHN F. SZABLYA -2-
Power Systems Engineer
tions, will perform satisfactorily under all anticipated
operational conditions$
• Participated in the Flathead Valley Alternate Transmission
Study which investigated several alternatives, including
non-electric-transmission versions. Project responsibili-
ties involved the assessing of the loading and overloading
capability of the entire area transmission system and to
help establish load/generation schedule alternatives.
September 1963. to November 1981: Dr. Szablya authored a report,
as an independent consultant, for the Trinidad and Tobago Elec-
tricity Commission. The report gave concrete recommendations
regard.ing -c.he development plans of the system which is planned
to have a capacity close to 1,500 ~M in the near future to serve
the 1.3 million people of the two islands. The analysis ad-
dressed itself to the spectacular load growth (over 10% per
annum), the eff~cts of population drifts and heavy industrial
developments which take place.
• Did studies in conjunction with the licensing process of
the Colstrip 2 generation unit, in Colstrip, Montana. The
studies involved assessment of different transmission line
routings between Col strip, Montana and Spokane, ~iashington,
consideration of alternate sites for the power plant and
comparing the costs and feasibilities of high voltage
transrnission and shipping the coal between the two places
mentioned above. Dr. Szablya • s report lATas submitted to the
Montana PUC and he testified as. an expert witness befol:-e
the Commission.
• Made a detailed study of the performance and operation of
the Malin Substation of the 500 leV Pacific Northwest In-
tertie on the Orgeon-California border, following an acci-
dent. that seriously damaged the 300 r4VA transformer, phase
shifter and other equipment. The study :Lnvolved not only
the substation itself, but some 500 circuit miles of trans-
mission lines and their protection and communication sys-
tem. The anaysis came up with definite conclusions regard-
ing the orgins of the problems involved.
Project Manager for the testing and evaluation of the two
26,000 MVA, 230 kV circuit breakers tested on the 230 kV
Pacific Northwest system~ As a result, the manufactu:r:.·er
could, and did, increase t.he ratings of its circuit break-
ers. The testing affected EHV lines owned by several area
JOHN F. SZABLYA -3-
Power Systems Enqineer
utilitie·s and required extensive advanced coordination for
each of the test series lasing for several days.
Client References:
Project Name:
Project Name:
Project Name:
Project Name:
Project Name:
Kake-Petersburg Interties
Tyee Lake System Studies
Miles c. Yerkes
Remy Williams
Alaska Power Authority
334 West Fifth Avenue
Anchorage, Alaska 99501
(907) 276-0001
System Reliability and Development
Grounding & Lighting & Surge Protection
Design
Leo Martin
Trinidad & Tabago Electricity Commission
63 Frederick Street
Port of Spain ~ Trinidad W~I.
(809) 62-32684
Flathead Valley Alternate Transission Study
Judy Wood\t.rard
Bonneville Power Administration
825 N.E. Mulnomah, Lloyd Tower, 18th Fl.
Portland, Oregon 97232
(503) 230-5756
Col~trip 2, License Application
Donald Olson
Washington Water Power Company
P • 0 • Be X 3 7 2 7
Sponkane, Washington 99220
(509) 489-0500
Pacific Northwest-Southwest Intertie Malin
Substation
Henry K. Elliot
Engineering Department-Travelers
1 Tower Square
Hartford, Connecticut 06115
(203) 277-3283
l· i
l
r'
JOHN F. SZABLYA
Power Systems Engineer -4-
Project Name: 230 kV Circuit Breaker Evaluation
Gustave E. Heberlein (ret.)
(ITE, presently Brown Boveri Co.)
621 Mawr, Pennslyvania 1901.0
(215) 525-0417
JOHN F. SZABLYA
Power Systems Engineer -4-
Project Name: 230 kV Circuit Breaker Evaluation
Gustave E. Heberlein fret~)
( ITE, pres~'r.~"1tly Brown .Boveri co.)
521 Mawr, Pennslyvania 19010
(215) 525-0417
£1.1YRON S. TEMCH IN
Job Title: Lead-Instrumentation & Testing
Work Location: Anchorage
Education: City College of New York -BSCE -1968
Numerous Advanced Courses -1968 -Present
Special
Qualifications:
Registered Professional Engineer in four
states with over fourteen years experience
in the civil engineering management, design
and construction of hydroelectric, fossil,
and nuclear generating stations anu their
related structures. Responsibilities in-
cluded management and coordination of both
design stage and construction stage activi-
ties.
Professional
Registration:
Professional Engineer, New York, Florida,
Arizona and Louisiana
Parent Company: Ebasco Services Incorporated
Experience and Qualifications Relevant to the Susitna Project
1968 to Present: Mr. Temchin is currently Consulting Civil
Engineer in the Houston Office of Ebasco Services.. In fourteen
years with Ebasco, Mr. Temchin has been iilvolved in all phases
of the design and construction of power generating facilitieE.
•
•
•
Design responsibilities included: 1) design of instrumenta-
tion and monitoring programs, 2) static ~nd dynamic geo-
technical site design and analysis, 3) selection of design
parameters from field and laboratory testing, the concrete
and hydraulic design of structures, feasibility site selec-
tion studies, economic analysis of engineering alternates,
preparation of regulatory reports, specifications, con-
tracts, bid documents, and design engineering support of
field forces.
Construction responsibilities included on-site responsibi-
lity for the implementation, construction and technical
supervision of civil engineering activities in the areas of
earthwork, roadwork, asphalt lining, concrete, reinforcing,
grading, drainage and large embankment construction.
As geotechnical engineer during construction and early
operation of the Ludington Pumped Storage Project in Michi-
gan, Mr. Temchin was involved in quality control of
MYRON S. TEMCHIN -2-
Lead-Instru.rnentation & Testing
43,000,000 cubic yards of earthwork. Duties in0luded de-
velopment and direction of an extensive i·:·\strumentation
program for detection and monitoring of reservoir seepage,
embankment and structure settlement and 1-Jenstock creep
during early plant operation, coordination of a 30-man
laboratory and inspection staff, planning and directing
drilling, sampling ana testing programs, analyzing borrow
pits, determining foundation treatment, conducting studies
of bluff recession and Lake Michigan turbidity.
Client References:
Project Name:
P • ~ r.-rO] ec·,.. J.'Jame:
Project Name:
Ludington Pump Storage Facility
Consumer Power Corporation
Ludington Pump Storage Project
Rural Rt. 1 on Lakeshore Drive
Ludington, Michigan 49431
Mr. Richard Sequin (Plant Manager)
(616) 845-6264
Cholla Steam Project
Arizona Public Service
P .. O .. Box 2907
Phoenix, Arizona 85062
Mr. George Stringham (Project Supervisor)
{602) 271-7788
Washington Nuclear Project #3
Washington Public Power Supply System
Construction Office Building
Satsop, Washing·ton 98563
Mr« Koy Love (Construction Manager)
(206) 482-4428 Ext. 5511
. '
0
Job Title:
Work Location:
Education:
Special
Qualifications:
Professional
Registration:
Parent Company:
NORMAN R. TILFORD
Manager -Geotechnical
Exploration Program
Anchorage
Arizona State University M.S. -Geology:
1966
Arizona State University B.S. -Geology:
1958
Mr. Tilford has work on significant projects
as an employee of Harza in the 196d's and
Ebasco in the 1970's. This background will
be a special asset to the Harza-Ebasco geo-
technical team since he is familial: with the
policies, procedures and senior staff of
both organizations. Mr. Tilford holds joint
appointments as Chief Geologist of Ebasco
Services and Associate Professor of Engi-
neering Geology in the graduate faculty of
Texas A & M University. He has twenty-two
years experience in civil engineering proj-
ects, geological studies, and research for
hydroalectric, irrigation and nuclear proj-
ects including expert testimony before judi-
cial and regulatory bodies.
Registered Professional Geologist in the
States of Arizona {by examination), Georgiav
Oregon and Delaware.
Registered Engineering Geologist in the
States of California, Idaho and Oregon.
Ebasco Services, Incorporated
Experience and Qualifications Relevant to the Susitna Project:
1974 to Present: Consulting Geologist and Chief Geologist for
Ebasco Services, Inc. In responsible charge of Earth Science
aspects of Ebasco projects. On a part time basis, teaches as-
pects of level courses at Texas A & M University. ProviCles
expert testimony before regulatory and judicial bodies as needed
to support and defend the findings of corporate scientific in-
vestigations in the earth sciences. Reviewed foundation prepa-
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NORMAN R. TILFORD -2-
Manag~r -Geotechnical Exploration Program
ration and treatment for the 100' high rock fill dam at the
Shearon Harris Nuclear Plant in 1980-81. Participated in review
and licensing hearings for the Davis Pumped Storage Project in
West Virginia.
1969 to 1974: Consulting geologist on dam inspection at t.he
Peti Hydroelectric Project (Brazil) for Centrais Electricas
Brasileiras, S.A. Resident Chief Foundation Engineer on Keban
Hydroelectric Development (Turkey), Units 1-4, 620,000 kw, in~
eluding 680 ft. high rockfill dam, twin 51 ft. diversion tunn-
els, 278 ft. high concrete gravity intake section, and 525,000
cfs concrete agee and chute spillway and more than 15 l~ of hard
rack tunnels and adits. Responsible for the undertaking of
geotechnical studies· for inspecti0n of hydroelectric projects,
as required by Federal Energy Regulatory Commission regulation,
performed for Carolina Power and Light Company and geotechnical
studies for Pacific Power and Light Company (Yale Pumped Stor-
age) and Public Power Corporation, Athens, Greece (Kastraki
Reservoir Study).
1966 to 1969: Philadelphia Port Corporation, Resident Engineer
for planning and ~onstruction of a seven berth marginal marine
terminal. Site selection studies encompassed environmental
impact, foundation conditions and engineering economic consid-
erations. The terminal consisted of a permanent steel sheet
cellular bulkhead, dredged land filling, pile supported reliev-
ing platform and above grade elements including cranes, paving,
rail facilities and transit shedse
1965 to 1966: Arizona State University; holder of Inspiration
cooper-company Graduate Scholarship. Completed studies for MSc.
196C to 2965: Harza Engin~ering Company. Participated in
0Verseas projects in West Pakistan and Ethiopia as Engineering
Geologist, Resident Engineer, and Contracts Engineer, involving
ground water development, hydroelectric and irrigation planning
and construction and construction materials processing.
Projects included Magla Dam, Tarbela Dam Inve.stigation, We3t
Bank Indus Groundwater Project, Tanda Dam, Dhok Pathan Dam,
Gomal River Scheme, Finchaa Hydroelectric Project and the
Central Quarrying Contract for the Indus Basin Scheme. In the
u.s., acted as Resident Representative for the excavation and
grouting of the Markland Powerhouse Foundation.
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NOP~AN R~ TILFORD -3-
Manager -Geotechnical Exploration Program
1958 to 1960: u.s. Army Corps of Engineers, Los ~~geles
District; Engineering Geologist. Inspected foundation
preparation and grouting treatment for Corps flood control
projects and explored for missile sites.
Client References:
Project. Name:
Project Name:
Project Name:
Keban Dam, Turkey
Devlet Su Isleri
IVIr. Refik Akarun
Head of Dam Division, DSI
Ankara, Turkey
Tel 90-41-181100
Portland General :Clectr ic Cot.lpany
Service Bldg. Bridge
121 S~v Sc:.tlL1on Street
Portland, Oregon 92704
lvlr o Ray:i!lOnd Halicki, Jr.
Generation and Facility Enyineering
(503) 226-8060
Shearon Harris Dams, North Carolina
Carolina Power & Light Co.
336 Fayetteville St.
P.O. Box 1551
Raleigh, North Carolina 27602
IVlr. T. H. Wyllie, Manager Construction
(919) 836-6111
Job Title:
Location:
Education:
Special
Qualifications:
Professional
Registration:
Parent Company:
WILLIAM R. TURNER
Non-Technical Project Features Manager
Anchorage
Grays Harbor College, Associate Engineering,
1956
Seattle University, Civil Engineering, 1958
University of Alaska, Arctic Studies, 1976
Extensive Project Manager experience in
Alaska
State of Washington·, No.. 10444; State of
Montana No. 3960E; State of Alaska, No. CE
4443
Frank Moolin & Associates
Experience an~ Qualifications Relevant to the Susitna Project:
August 1980 to Present: Presently Resident Engineer responsible
for the fiela-staff which is providing construction management
for the design and construction of the Valoez Container Termi-
nal, a major port and harbor development project in Valdez,
Alaska. Mr. Turner is responsible for design review, contract
administration, quality control, and cost and schedule reporting
for the project which includes a causeway, 1500-ft. trestle, 21-
acre marshalling yard, and a 700-by 100-ft. prestressed con-
crete floating dock with two 200-ft. span steel access ramps.
Mr. Turner is also presently Project Manager in charge of a
field staff which is providing construction management for the
design and construction of the Valdez Grain Terminal, ~ facility
to receive, store, and ship grain in Valdez; .A.laska. He is
responsible for the review and approval of the turnkey contrac-
tors design drawings and work plan, for the field quality con-
trol during the slipform construction of the facility, the pro-
gress estimate preparation, the contract administration and the
cost and schedule reporting to the owner.
April 1979 to August 1980: Mr. Turner provided consulting ser-
v~ces to the-law-f1rm of-O'Melveny & Meyers in connection with
their representation of Alaska Pipeline Service Company in
litigation concerning pipeline tariffs pending before the
Federal Energy Regulatory Commission and the Alaska Pipeline
Commission. He provided construct-ion cost analysis versus pre-
construction estimates and assisted with the preparation of
exhibit$ and testimony substantiating as-built costst
Q .-.:::
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WILLIAM R. TURNER -2-
Non-Technical Project Features Manager
April 1978 to April 1979: Mr. Turner provided field construc-
tion management for two intricate and unique Alaskan construc-
tion projects for Alaska International Construction, Inc. He
served as Project Superintendent in charge of field construction
of the Frost Heave Test Facility for the Alaska Northwest Gas
Transportation System. He directed staff and craft labor during
the installation of machinery, piping, instrumentation and elec-
tric.al equipment to simulate low temperature pipeline burial in
permafrost conditions to gather data necessary to provide cri-
teria for the final design.
He also served as Project Manager for the construction of the
Water Injectivity Test Facility for ARCO at Prudhoe Bay, Alaska.
He was responsible for the direct of staff and craft labor in-
volved with the installation of piping, pumps, electrical equip-
ment and instrumentation at t\vo source wells ana one i2ri ec:tion
-'
well to gather data required for the design of the ::?::-ud:1oe Bay
Field, Water Flood Project.
June 1973 to February 1978: MrG Turner served on the staff of
Alyeska Pipeline Service Company during the planning, construc-
tion and start-up of the TransAlaska pipeline. As Manager of
Support Activities, he provided coordination and staff assist-
ance to the Senior Project Manager of the Terminal, Pump Sta-
tions and Communications Department to ensure corapletion of all
designated project elements to specifications, on schedule,
within budget, to establishAd criteria and within environmental
requirements. He monitored the Contractor's staff during their
cost and schedule reporting, procurement, transportation, quali-
ty control and ~·1bcontracting to ensure conformance with project
goals and objective. He provided liaison with Federal and State
agencies monitoring design and construction activities.
As Senior Project Engineer assigned to the Pipeline and Roads
Department, Mr. Turner reviewed and approved the work of numer-
ous engineering firms engaged in the design of camps, life sup-
port systems, access roads, material sites, airfields, staging
areas and work pads. He assured that the work products were
functional and cost-effective while complying with the stringent
environmental restraits imposed by Federal and State monitoring
agencies. He provided follow-up on field activities as the
Owner's Representative during construction, operation and main-
tenance of these facilities. He also monitored the construction
management and execution of Contractors on a 125-mile section of
road and pipeline construction.
:;"
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WILLIAM R. TURNER -3-
•• Non-Technical Project Features Manager
Client References:
Project Na-me:
Project Name:
Project Name:
Project Name:
Project Name:
Project Name:
Valdez Contain~r Terminal
Jerry Zoet
Port Director, City of Valdez
P.O. Box 307
Valdez, Alaska 99686
(907) 835-4313
Valdez Grain Terminal
F:t;ed Hanson
City Engineer, City of Valdez P.o. Box 307
Valdez, Alaska 99686
(907) 835-4313
O'Melveny & Meyers
Charles Bender
O'Melveny & Meyers
611 w. 6th Street
I.-:>s Angeles, California 90017
{213) 620-1120
ARCO Water Injectivity Test
William D. Fowler
Alaska International Construction, Incs
P.O. Box 1410
Fairbanks, Alaska 99701
(907) 452-5171
Frost Heave Test Facility
William D. Fowler
Alaska International Consruction, Inc.
P.O. Box 1410
Fairbanks, Alaska 99701
{907) 452-5171
TransAlaska Pipeline
Jerry Ogle
Alyeska Pipeline Service Company
18~5 South Bragaw
Anchorage, Alaska 99504
(907) 265-8547
DINESH V. UNDEVIA
Job Title: Senior Engineer
Work Location: Bellevue
Education: Master of Science in Electrical Engineering
1966, Illinois Institute of Technology
Bachelor of Science in Electrical Engineering
1963, s.v.v. University, Gujarat, India
SpE~cial
Qualifications: Lead Electrical Engineer-TARP; Designer-Guri,
Bath County
Professional
Registration: Illinois
Parent Company: Harza Engineering Company
Experience and Qualifications Relevant to the Susitna Project:
March 1968 to Date: Harza Engineering Company, Chicago,
~. Illinois. Electrical Engineer. Experience highlights:·
• Lead electrical engineer for electrical design features for
100 MW, underground, main stream pumping station for Tunnel
and Reservoir Project (TARP), Metropolitan Sanitary Dis-
trict of Greater Chicago.
• Lead electrical engineer .for 24 MW additions to station
auxiliary power and 345-kV switchyard modifications for
Kincaid generating station wastewater facilities.
• Lead electrical engineer for Maqarin hydroelectric generat-
ing station, Jordan. Two units, each 12.5 MVA.
•
•
Yacyreta-Apipe Hydroelectric Project, Argentina, S.A. Work
includes supervision and preparation of contract drawings
and specifications for electrical systems and equipment.
Other work assignments included preparation of specifica-
tions, design studies, contract and construction drawings,
bid analysis, cost estimates, etc. for Bath County Pump
Storage Power Plant, Virginia; Cerron Grande hydroelectric
generating station, El Salvador, C.A; Oriente Expansion
Project consisting of 115:-kV substations for CEL, El Salva-
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DINESH UNDEVIA
Senior Engineer
-2-
dor, C.A.; Karun River Project, Iran; rehabilitation of
hydroelectric generating stations Johnson I, Johnson, and
Jeffrey for Central Nebraska District Power; rehabilitation
o£ Falcon Hydro Power Station, Texas; Guri Powerhouse I,
Venezuela; and Pump-Storage Power Plant, Seneca, Pennsyl-
vania.
July 1966 to September 1967: Leonard Construction Company,
Chicago,
~uly 1965 to July 1966: Kaiser Engineers, Inc~, Chicago,
Illinois.
September 1963 to August 1964: Hahindra & Mahindra Ltd.,
Bombay, India. -plant engineer in jeep automobile manufacturing
plant.
Client References:
Project Name:
Project Name:
TARP
The Metropolitan Sanitary
District of Chicago
100 E. Erie Street
Chicago, Illinois 60611
Joseph H. Irons
Ronald A. Newbauer
Frank E. Dalton
(312) 751-5600
Bath County Pumped Storage Project
Virginia Electric and Power Company
Powerstation Engineering and Construction
PoO. Box 564
Richmond, Virginia 23204
Mr. J.M. Hagood, Jr.
(804) 771-6103
Job Title:
Work Location:
Education:
Special
Qualifications:
Parent Company:
ROBERT F. VINE
Lead Support Services Engineer
Bellevue
Bacheolor of Science in Civil Engineering
1953, Clarkson College of Technology
Over twenty-five years construction
experience
Ebasco Services Incorporated
Experience a~d Qualifications Relevant to the Susitna Project:
Specializes in hydroelectric and nuclear power plant
construction. Assignments have ranged from office and field
engineering to overall responsibility for all on-site
engineering. Responsibilities on hydroelectric and pump storage
projects included interpretation of drawings and specifications,
preparation of detail drawings and supervision of craft
personnel. Currently assigned as Construction Superintendent at
the Sultan Hydro Project as the client•s Construction Manager.
Recently assigned as Senior Resident Engineer on a large nuclear
construction projecto Responsibilities included preparation of
field organization charts and assignment of staff, procurement
of replacement parts; development of a program for review of
mechanical equipment specific~tions and vendor documents, and
organization and supervision o~ conduit-problem solving task
forces at the site. Other assignments include a marine
terminal, a hospital and a steel girder bridge.
REPRESENTATIVE EXPERIENCE
Client
Snohomish County Utility,
Snohomish, Washington
consumers Power Co~
Philadelphia Electric Co.
Project Fuel
Sultan Hydro Hydroelectric
Project
Ludington Pumped Hydroelectric
Storage
Muddy Run tydroelectric
Pumped Storage
, .. '
ROBERT F. VINE -2-
Lead Support Services Engineer
Merritt-Chapman & Scott
Corporation
St. Lawrence Seaway Authority
Louisiana Power & Light
Company
Employment History
Robert Moses
(Niagara.)
Power Plant
Robinson Bay
(Eisenhower)
Locks
Waterford, Unit
No. 3
Hydroelectric
Waterway
Nuclear
Ebasco Service~ Incorporated, New.York, New York~ 1970-Present
• Constru~tion Superintendent; 1981-Present
• Senior Resident Engineer; 1977-1981
• Resident Engineer; 1974-1977
• Construction Engineer; 1971-1974
• Office Engineer; 1970-1971
The Arunoel Corporation, Baltimore, ~1aryland; 1966-1970
• Construction Project Engineer; 1968-1970
• Change Order Engineer; 1966-1968
tv1erritt-Chapman & Scott Corporation, New York, New York; 1958-
1966
• Change Order Engineer; 1963-1966
• Quantity Engineer; 1958-1963
Morrison-Knudson Company, Boise, Idaho; 1956-1958
• Field Survey Party Chief
D.WD Wink1emen Company, Syracuse; New York; 1955-1956
• Assistant Field Engineer
Job Title:
Work Location:
Education:
Special
Qualifications:
Professional
Registration:
Parent Company:
ULDIS VITOLS
Gates & Hoists Specialist
Bellevue
Bachelor of Science in Civil Engineering 1959,
Chicago Technical College
Section Head-Bath County, Guri, TARP
Professional Engineer -Wisconsin
Harza Engineering Company
Experience and Qualifications Relevant to the Susitna Project:
August 1977 to Date: Harza Engineering Company, Chicago,
Illinois. Sect~on Hea.d. Gates, Cranes and Hoists Section.
Responsible for planning, supervising, and coordinating prepara-
tion of designs, layouts, and specific. 1tion writing, and review-
ing manufacturers• drawings for gate, noist, and crane equj~ment
for all of the company projects. Presently engaged on the
following major projects: Bath County Pumped-Storage~ Virginia;
Uribante-Doradas and Guri, Venezuela; San Lorenzo, El Salvador;
Yacyreta-Apipe, Argentina-Paraguay; Tunnel and Reservoir Plan,
Chicago, Illinois; El Nispero, Honduras; F'oothills, Colorado;
Rochester sewer Overf:low, New York; Pe,.._uenche, Chile; King
Talal, Jordan; and Corpus, Argentina-Paraguay.
June 1977 to August 1977: Harza Engineering Company, Chicago,
Illinois. Acting Se~::'\. ion Head. Gates, Cranes and Hoists Divi-
sion. Responsible for layout and design preparation for various
gates and hydraulic equipment for Uribante-Doradas Project,
Venezuela.
Octo1~ l270 to June 1977: Harza Engineering Company, ~hicago,
Illinois. Senior Engineero Responsible for design, la1out, and
computations; review of manufacturers' computations and design;
and inspection reports of hydraulic gates, bulkheads, stoplogs,
trashracks and similar equipment.
• Reza Shah Kabir Project, Irano Responsible for the review
of manufacturers• computations, and final design and draw-
ings of gates, stoplogs, and trashracks.
ULDIS VITOLS -2-
Gates & Hoists Specialist
• Guri Powerhouse Extension Project, Venezuela. Responsible
for the review of manufacturers' computations, designs, and
drawings of intake gates ( 5. 20 x 9. 60 meters; design wate:r
head: 81~70 meters), and detailed design of spillway gate
extension of 1.50 meters for existing radial gates (20.80 x
15.24 meteJ:s).
• Prepared layouts and design of gates, stoplogs, and trash-
racks for the Ullum Project (Argentina)~ Conowingo Fish
Collection Facilities, Lawrence Avenue Sewer System, Geddes
Dam Project, and Prairie Island and Kewaunee Nuclear Gene-
rating Plant. Prepared layouts and specifications of gates
for Gotvand Project, Iran; Cerron Grande Project, El Salva-
dor; Yacyreta-Apipe Project, Argentina-Paraguay; Tave;'rc.t-
Bao Project, Dominican Repu~lic; and Tunnel and Reservoir
Plan Tunnel Gates, Chicago, Illinois.
December 1967 to October 1970: Harza Engineering Company,
Chicago, Illinois. Gate Design Engineer. Reza Shah Kabir Pro-
ject, Iran. Prepured layouts, computations, a:r:d designs for
spillway radial gates, intake radial gates, stoplogs, trash-
racks, and other hydraulic equipment. Prepared layouts and
design for various gates and hydraulic equipment and revie\tved
manufacturers' drawings for the following projects: Finchaa,
Ethiopia; Rio Lindo, Honduras; Burfell, Iceland; and Cowlitz
River Fish Facilities, Washington.
April 1964 to December 1967: Harza Engineering Company, Chica-
go, Illinois. Gate Design Engineer. Guri Project. Designed
spillway f 1 oating bulkhead (26.70 x 20.00 meters), and assisted
in preparation of operating and handling instructions. Designed
gates and other hydraulic equipment for Robert s. Kerr and
Kinzua projects.
February 1962 to April 1964: Harza Engineering Company, Chicago,
Illinois Engineer. Work included design, quantity estirnates,
engineering studies, etc.
Julv 1959 to February 1962:
go, Illinois. Junior Engineer.
design work and drafting.
Harza Engineering Company, Chica-
Work included miscellaneous
:a ~·
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ULDIS VITOLS -3-
Gates & Hoists Specialist
Project Name:
Project Name:
Project Name:
TARP
The Metropolitan Sanitary
District of Chicago
100 E. Erie Street
Chicago, Illinois 60611
Joseph H .. Irons
Ronald A. Newbauer
Frank E. Dalton
(312) 751-5600
Bath County Pumped Storage Project
Virginia Electric and Power Company
Powerstation Engineering and Construction
P.O. Box 564
Richmond, Virginia 23204
Mr. J.M. Hagood, Jr.
(804) 771-6103
Guri CVG-Electrificacion Del Caroni, C.A.
Direccion Obras de Guri
Apartado No. 62413
Caracas, Venezuela
Ing. Hector Beltran
Tel. 011 + 582 + 921155
•
Job Title:
Work Location:
Education:
Special
Qualifications:
Profession3.l
Registration:
Parent Company:
KEA-LING WONG
Senior Geotechnical Engineer
Bellevue
Master of Science in Civil Engineering 1965,
Colorado State University
Bachelor of Science in Civil Engineering
1963, Chu Hai College, Hong Kong, China
Resident Consultant-Uribante, Supervisor-
Bath Countyr Designer-Guri
Professional Engineer -Illinois, Structural
Engineer -Illinois
Harza Engineering Compar.~,~,
Experience and Qualifications Relevant to the Susitna Project:
September 1979 to Date: Harza EngineeJ;ing International,
Caracas, Venezuela. Resident Geotechnical Consultant to our·
client company, CEH, on design and construction of the 460 ft.
high La Honda embankment dam for the Uribante Hydroelectric
Project.
• Provide assistance and advice to client engineers relating
to geotechnical design and an,alysis and to the preparation
of construction drawings, specifications and instrumenta-
tion programs; review construction activities; coordinate
design activities performed in Chicago; coordinate geotech-
nical presentations required for project owner's Consultant
Board Meetings.
June 1975 to August 1979: Harza Engineering Company, Chicago,
Illino~s. Senior Geotechnical Engi.neer. Supervised 3 to 4
engineers in the preparation of geotechnical engineering and
design studies, construction drawings, and construction inspec-
tion procedures for two earth dams (460 ft. and 165 ft. high)
for the Bath County Pumped-Storage Project, Virginia. Engineer-
ing studies and analyses included evaluation of material usage
for the dams; stability of excavations and embankment slopes;
foundation treatment including grouting and drainage adits and
shallow and deep grout curtains; and instrumentation systems for
the dams and foundations.
KEA-LING WONG -2-
Senior Geotechnical Engineer
March 1974 !£May 1975: Harza Engineering Company, Chicago,
Illinois. Resident Engineer for Longwall Study at Federal No.
2 Mine. Supervised 3 to 4 engineers and 'technicians in the use,
interpretation and evaluation of geotechnical instruments for
the study of state of stress changes and deformation of under-
ground excavations and surface settlement.
October 1973 to March 1974; Harza Engineering Company, Chicago,
Illinois. GeotechniCal Engineer. Developed a comprehensive
computer program to estimate costs of tunneling (COS'J.iUN) fo:t:;'
u.s. Department of Transportation.. Installed geotechnical
instruments for Longwall Mining Project.
A]2ril 1966 to October 1973: Harza Engineering Company, Chicago,
Illinois. Geotechnical Engineer. Duties in~luded: design of
earth and earth-rock dams, slope stability, settlement and
underseep::a.ge analyses; preparation of contract and construction
drawings; computer programming for earthwork quantity estimate;
construction supervision; batter pile foundation design; tunnel
and cavern support design; instrumentation study for embankment
dams and tunnels; and retaining structure design.
Client References:
Project Name:
Project Name:
Uribante-Doradas Project
CADAFE
Ave. Sanz, El Marques
Caracas, Venezuela
Ing. Hernan Boulton
Bath County Pumped Storage Project
Virginia Electric and Power Company
Powerstation Engineering and Construction
P.O. Box 564
Richmond, Virginia 23204
Mr. J.M. Hagood, Jr.
( 804) 771-6103
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Job Title:
Work Location:
Education:
Special
Qualifications:
Professional
Registration:
Parent Company:
ALLAN P. WULFF
Field Geotechnical Engineer
Anchorage
Bachelor of Geological Engineering
1975, University of Minnesota
University of Alabama
1977, Birmingham, Alabama
Non-Destructive Testing and Evaluation of
Materials Course - 4 CE·Credits
Advanced Soils Mechanics Course -4 CE
Credits
Quality Control School Program
1979, Daniel Construction Company, Warm
Springs, Virginia
Drilling and Grouting School (20 Hours)
Concrete Inspection School (30 Hours)
Soils Technician School (20 Hours)
Participant -TARP, Bath County
None
Harza Engineering Company
Experience and Qualifications Relevant to the Susitna Project:
June 1980 to Date: Harza Engineer~ng Company, Chicago,
Illino~s. -peforms geologic mapping of mechanically bored tun-
nels and shafts for TARP Mainstream Tunnel Project, Chicago.
Includes strike and dip calculations for joints, plotting, and
summarization of joint data and preparation of all geologic
information for final reports.
Ja.nuary_ 1979 to June 1980: Daniel Construction Company, Warm
sprkngs, Virginia, Bath County Project. Quality Control Drill-
ing and Grouting Inspector. Duties included responsibility for
inspection of dam foundation drilling and grouting operations,
quantities, and contractor's compliance with specifications.
Also included core logging of_ recovery and physical and litho-
logic conditions of rock. worked with Harza Engineering Company
geologists on mapping and subsurface exploration projects •
'. .. -~ ...
ALLAN P. WULFF -2-
Field Geotechnical Engineer
November 1978 to January 1979: Daniel Construction Company,
Warm Springs, Virginia, Bath County Project. Quality
Control Soils Lab, Shift Supervisor. Supervised foreman and
four man crew in soils laboratory testing earth dam core zones
stockpile to assure compliance with specific~tions.
January 1978 to April 1978: Law engineering Testing Company,
B~rm~ngham, Alabama •. Pi="0Ject Soils Engineer. Duties included
planning and supervising all phases of site and subsurface in-
vestigations, testing, and laboratory analysis, writing eng i-.
neering reports with recommendations mainly for commercial type
buildings. Also performed mapping of structural geology for a
nuclear power plant foundation in the King 1 s Mountain belt in
the Carolinas.
November 1976 to December 1977: Federer-Bhate and Associates,
Inc., Birmingham, Alabama.-Soils Technical/Engineer. Performed
standard ASTM field and laboratory soils tests for subsurface
investigations and construction testing and performed inspection
of earth footings. Also performed a subsurface investigation
and soil gradation and slope stability analysis for an earth _,
dam.
September 1975 to June 1976: Al Johnson Construction Company,
Brookwood, Alabama. Site Engineer. Mine Shaft Construction.
Office engineering duties included making production graphs and
records and daily and weekly job summaries. Filing blueprints
and some billing. Site Engineering duties included aligning
forms for vertical shaft concrete, some pipelaying, minor sur-
veying work and rockbolt pullout tests.
January 1975 to Julx_ 1975: Univt.~rsity of Minnesota, Minneapo-
iis, Minnesota. Research Assistant Technician, Underground
Studies. Department of Civil and Mineral Engineering. Part-
time while attending college. Worked with graduates and under-
graduates setting up rock strength, stress and strain tests and
equipment such as core cylinder crushing tests, block crushing
"insitu" tests in sandstone tunnel excavations, and extensometer
strain tests for a major underground test excavation. Also
helped develop and test spray groutin9 equipment, performed
rockbolt pullout tests, and shotcrete strength tests.
I
! VALUE ENGINEERING :
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IV
WILLIAM T. BRISTOW
Vice President and Assistant Chief Engineer
Date of Birth:
Citizenship:
Degree:
Languages:
Profes SJ.onal
Registrations:
Professional
Society:
February 1977
to Date:
July 1976
to January 1977:
September 1974
to July 1976:
July 11, 1926
u: S. A.
Bachelo.c o.E Science in Civil Engineering
{Structural Option)
1950, University of Illinois
Engl_ish and working knowledge of Spanish
Professional Engineer -Arkansas, California,
Illinois, Washington, D.C., and Wisconsin
American Society of Civil Engineers
Harza Engineering Company, Chicago, Illinois.
Vice President and Assistant Chief Engineer. Project
Directo,t:" -Hrauneyjafoss Hydroelectric Project,
Iceland. Client contact is involved for a project
that will ultimately have an installed capacity of
210 MW. As Assistant Chief Engineer, responsible
for technical direction and coordination of the
Technical Design Branches in absence of Chief Engineer.
Project Director for Calion Lock and Dam and Burlington
Dam Projects.
Harza·Engineering Company, Chicago, Illinois.
Project Director. Bonneville Second Powerhouse
Schedule Review. Client contact involved. Harza
Engineering Company prepared an independent review
of the construction schedule to ascertain if the
scheduled "on-line date 11 was feasible. Project Director
for Calion Lock and Darn and Burlington Dam Projects.
Harza Engineering Company, Chicago, Illinois.
Head, Hydroelectric Division and Project Director.
Burlington Dam project for the Sto Paul District of
the Corps of Engineers. Client contact was involved.
. Harza Engineering Company was to prepare the General
Design Memoranda for the Burlington Dam project
which is to serve as flood control for the City of
·Minot, North Dakota.
Project Director. Chief Joseph Dam. Raisins-: project
for the Seattle District of the Corps of Engineers.
The assignment on this project was to review the
Corps' prepared contract documents for constructibility
and to point out changes to the contract documents
where significant savings could be made as well as
changes or corrections to minimize claims by the
contractor. Client contact was involved in the
work •
. . \
WILLIAM T.. BRISTOW -2-
Vice President and Assistant Chief Engineer
September 1974
to July 1976:
(continued).
March 1974
to November 1974:
November 1973
to 1-iay 1975:
February 1972
to June 1974:
Project Director-Calion'Lock & Dam for the Vicksburg
District Corps of Engineers. Client contact for an
assigP~ent to prepare Feature Design Memoranda,
designs and contract documents for a lock and dam on
the Ouachita River in Arkansas.
Project Manager. Sultartangi Hydroelectric project
feasibility studies. This project is located on the
Thjorsa River in Iceland.
Project Director. Feasibility study for the development
of hydroelectric power on the Magpie River in Ontario,
Canada, for Great Lakes Power Corporation. Client
contact was involved in the work for Great Lakes
Power Corporation.
Harza Engineering Company, Chicago, Illinois.
Hydroelectric Division Head and Project Manager.
Lock and Dam #26 (Replacement} for the St.. Louis
District Corps of Engineers. This pro~ect involved
the preparation of designs, specifications for 6-1/2
bays of the dam, llD-feet wide by 43-feet high
tainter gates, bulkhead gates, and emergency bulkhead
gate gantry crane.
Harza Engineering Company, Chicago, Illinois.
Associate and Hydroelectric Division Head. Project
Director Andrews Genera.ting Station Third Unit
Addition for the Great Lakes Power Corporation of
Sault Ste. Marie, Ontario, Canada. Responsible for
the preparation of contract documents for the powerhouse,
pawer tunnel, and intake for 25-~v unit under 178-
feet Iiet head.
Project Director. Feasibility study for additional
generation at the existing Soc Plant for the Great
Lakes Power Corporation of Sault Steo Marie, Ontario,
Canadae
Harza Engineering Company, Chicago, Illinois.
Associate and Head, Transportation Divi.sion.
Project M;anager. Washington, D. c. HETRO project A6
Section....;Rockville Route. Responsible for preparation,
coordination, and supervision of structu:ral designs
that included 10,000 feet of double and single track
tunnels, three passenger stations and a 500-foot
long double track cut-and-cover double box structure,
two chilled water plants for air conditioning, 1,2
vent shafts, three fan shafts, two traction power
substations, and one drainage station. Client
contact and coor.dination with General Engineering,
General Architectural, and General Construction
Consultants were involved.
,
~··
~2; •
WILLIAM T.. BRISTOW -3-
Vice President and ~s.sistant Chief En~inee~
November 1967
to February 1972:
Ssptember 1966
to November 1967:
Augus"t l964
to Septe~~~ ~966:
July 1963
to August 1964:
March 1962
to July 1963:
October 1961
to March 1962:
March 1960
to October 1961:
April 1959
to February 1960:
Harza Engineering Company, Chicago, Illinois.
Associate and Head, Power Resources Klanning Division~
Project Director. Sucre-Potosi Transmission Line,
Sucre Thermal Plant and Rio Grande, San Jacinto-Sola
PrefeasJ~ility studies in Bolivia; and Rio Patia
watershed studies in Colombia.
Project Manager -Lawrence Avenue Sewer System,
Chicago, Illinois. :Project consisted of design,
plans and specifications for a. 5-mile sewer tunnel
up to 250-ft. deep; shafts and pumping plant.
Harza Engineering Company, Chicago, Illinois.
Assistant Head, Civil Division.
Harz a Engineering Company International 1 ~1ede1lin 1 Colombia.
Resident Representative. Duties included coordination
between our associate, INTEGRAL LTDA. , and our
office in Chicago, as well as the review of civil
designs and drawings, and equipment bid analyses
prepared by INTEGRAL LTDA. In addition, assisted
INTEGRAL LTDA. in the preparation of structural
designs and contract documents.
Harza Engineering Company, Chicago, Illinois.
Assistant to the Project Manager. Mangla Dam project,
Spillway Section. Responsible for the preparation
of the design criteria and the analysis of design
for the spillway designs ..
Harza Engineering Company, Chicago, lllinois.
Head, Mangla Dam project, Review Section. Responsible
for the review of designs and drawings of Binnie &
Partners, London, England, for the powerhouse,
intake and dam.
Harza Engineering Company, Chicago, Illinois.
Group Leader. Supervised design and construction
drawings for· the Canaveral and Guajoyo projects in
Central America (powerhouse and intake}.
Harza Engineering Company International, Tehran, Iran.
Engineer. Karadj Arch Dam project. Responsible for
construction surveillance and training Iranian
engineers in inspection techniques.
Graver Tank & Manufacturing Company.
Field Erection Design Engineer. Responsible for the
design of field erection equipment for elevated
water tanks, reactor housings, stand pipes, tankage,
etc •
WILLIAM T. BRISTOW -4-
Vice President and Assistant Chief Engineer
October 1958
to April 1959 :
April 1957
to October 1958:
October 1955
to April 1957:
April 1955
to October 1955:
January 1951
to April 1955:
June 1950
to January 1951:
February 1979
15752
Harza Engineering Company, Chicago, Illinois.
Group Leader. Karadj projecto Responsible for the
design and preparation of construction drawings for
the powerhouse.
Public Utility District #1 of Grant County, Washington.
(Ieave of absence from Harza Engineering Company.)
Six months were spent training personnel to check
the contractor's detailed reinforcing drawings for
the Priest Rapids project. Twelve months were spent
in construction surveillance and inspection of powerhouse
intake, spillway, and fish facilities.
Harza Engineering Company, Chicago, Illinois.
Squad Leader and Group Leader. Supervised design
and construction drawings for the Panchet Hill
Powerhouse and the Priest Rapids Pot'lerhouse Erection
Bay.
Harza Engineering Company, Chicago, Illinois.
Leave of absence.
Harza Engineering Company, Chicago, Illinois.
Squad Leader and Assistant Project Manager. Ambuklao
project, Philippine Islands. Responsible for design
and preparation of construction drawings for underground
powerhouse, spillway, and outlet works.
Assistant to the Project Manager. Brokopondo project,
Suriname, South America. Duties included the preparation
of the Planning Report.
Designer and Squad Leader. McPhail Falls project,
Canada~ Responsible for the designs and preparation
of construction drawings.
Designer and Detailer. Blakely Mountain project,
Arkansas. Responsible for the pm'lerhouse erection
bay.
Designer and Detailer. Scott Falls project, Canada.
Responsible for the intake and powerhouse.
City of Milwaukee, Bureau of Street Construction,
Wisconsin.
Responsible for the inspection of street construction.
·Job Title:
.
Location:
Educa.t ion :
Professional
Registration:
Parent Company:
July, 1982 -
Present:
April, 1981 -
June, 1982:
1971 -1981:
JOHN Ro FOTHERINGHAM
Lehigh University, BS -Civil Engineering, 1964
Lehigh University, BA -Applied Science, 1963
United States Navy, Diploma, Officer Candidate School, 1965
United States Navy, Diploma, Civil Engineer Corp Officers'
School, 1965
University of Wisconsin, Certificate, Value Engineering, 1981
University of Washington~ Certificate, Cold Regions Engineer-
ing, 1982
Professional Engineer, State of New Jersey, 1975
Professional Engineer, Province of British Columbia, 1982
Engineer-in-Training, Commonwealth of Pennsylvania, 1964
Member -American Society of Civil Engineers, 1981
Member -American Concrete Institute
Ebasco Services Incorporated
Chief tivil Design Engineer in the Bellevue, Washington
office responsible for the civil design engineering and
design drafting divisions.
Supervising Civil Engineer assigned to Integ-Ebasco joint
venture office in Vancouver, B.C~, Canada. Responsible for
the technical direction and acceptability of the civil
engineering features of a four unit (500 MW each) coal fired
electric generating facility being designed for B.C. Hydro.
Project involved make-up water system invloving reservoir,
pump structure, pipeline (3i miles), closed cooling water
system with natural draft cooling towers, erosion and
sedimentation control facilities and 1200 foot high chimney.
Principal Civil Engineer (1973 -1981) in the New York
office responsible for the civil engineering features of
St. Lucie Nuclear Generating Station, Unit 1 as the Lead
Civil Engineer. Areas of responsibility included all
principal structures, foundations, soils, and circulating
water system design including off-shore ocean intake and
discharge system. Designed facilities included most
Class 1 structural facilities and Ultimate Heat Sink.
Work included preparation and presentation of testimony for
both state and federal environmental and licensing hearings -
~ubordinate civil engineering and design staff exceeded
20 engineers, designers, and draftsmen.
...
JOHN R. FOTHERINGHAM
1970-1971:
1969 -1972:
1968 -1969:
1964:
OTHER
EXPERIENCE:
1966 ... 1968:
Page 2 of 3
Performed extensive studies and investigations into ocean
intake and_discharge system performance and control of
marine growth. ·
Studied water hammer problems in service cooling water
system. Provided operating procedure for 2300 cfs circulat-
ing water system.
Senior Civil Engineer in New York office responsible for the
civil engineering features of Waterford SES Units 1 and 2
(430 MW each) as the lead Discipline Engineer. Project
participation was from inception to 25 percent completion
at which time project was transferred to branch office for
completion. Included design and layout of circulating
water system.
Civil Engineer in New York office responsible for the civil
engineering features (excluding structural steel) of the
Montour SES (2 -790 MW coal fired units) as the Lead
Discipline Engineer: Montour I from approximately 60
percent design completion to conclusion, Montour II from
beginning to end.
Project civil engineering features included rock excavation,
spread footings and mats, makeup water system including 1500
acre-foot reservoir, 15 mile pipeline and river intake
system, c1osed circulating water system, coal handling
system, ash disposal dike and waste water disposal system~
Assistant Engineer
Design and drafting responsibilities for Ninemile Point
Units 4 and 5 (750 MW each) including layout of circulat-
ing water system, structural concrete design, drawing
preparation, and review.
Cadet Engineer .
Performed various civil engineering assignments including
feasibility study for power plant in southwest, chimney
design, spillway model study for 350 ft. high concrete
arch dam, and miscellaneous foundation designs.
Transportation Office, U.S. Navy
U.S. Naval Station, Keflavik, Iceland. In charge of
Transportation, Pubiic Works Department, involving vehicle
and equipment operation and maintenance, snow removal and
construction equipment operations. Department involved
100+ Icelandic nationals and 25 enlisted personnel.
Resigned as LT(jg) in March, 1968. Honorable Discharge. ,
••
.. ..
JOHN R. FOTHERINGHAM Page 3 of 3
1965 -1966: Shops' Engineer and Assistant Public Works Officer
U.S. Navy, Earle Ammunition Depot, Colts Neck, N.J.
1964 ~ 1965:
CLIENT
REFERENCES:
Project Name:
Project Name:
Project Name:
Performed management functions in Public Works Depart-
ment invoiving 200+ civilian employees.
Officer Candidate, U .. S. Navy
a) Officer Candidate School, Newport, R.I. four months
training, commissioned Ensign, U.S. Navy
b) Civi1 Engineer Corpa Officers' School, Port Hueneme,
Cal., 2i months additional training-Ensign, U.S. Navy
Hat Creek Project
Mr. S.A. Ridley
B.C. Hydro and Power Authority
Box 12121
555 West Hastings Street
6th Floor -Mailroom
Spencer Building
Vancouver, B.C. V6B 4T6
(604) 663-4480
St. Lucie Nuclear Power Plant
Mr. C(-S. Kent
Florida Power anrl light Company
P. 0. Box 529100
Miami, Florida
( 305) 863-3330
Montour Steam Electric Station
Mr. W. Strobel
Pennsylvania Power and Light Company
Two North Ninth Street
Allentown, Pennsylvania
(215) 770-5151
v
·,"0~
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Date of Birth:
Citizenship:
Degree:
Language:
Professional
Registrations:
Certificates:
Awards:
November 1974
to Date:
June 1965
to November 1974:
September 1958
to June 1965:
EUGENE PAUL
Architect
Hay '17, 1937
U.S. A.
Bachelor of Architecture
1965, University of Illinois
.English, Lithuanian
National Council of Architectural
Registration Boards Certificate
Architect -Illinois, Nebraska, North Dakota, Wisconsin,
Virginia and Minnesota
A.CeE.C., A.I.A. Value Analysis Workshop Certificate
James White Memorial Prize for Structural Courses
Harza Engineering Company, Chicago, Illinois~
Lead Engineer. Responsibilities include the
production and supervision of production of archi-
tectural design, design drawings, design memos,
contract drawings, specifications, cost estimates,
construction drawings, and presentations. Also
included is client liaison, interdepartmental liaison,
selection and evaluation of materials and scheduling
of project budgets. Project types include hydroelectric,
environmental, sanitary, river locks, control facilities,
warehousing, workers' camps, pumped~storage projects,
and recreational facilities.
Robert F. Brown & Associates, Architects/Engineers,
& the Rowmen Co. General Contractors, Northfield, Illinois.
Associate Architect. Responsibilities included
client contact, project planning, preliminary design,
preparation and supervision of working drawings,
field supervision, structural engineering" sanitary
engineering, specifications writing, flood retention,
work on commercial and industrial buildings up to
750,000 sq. ft. in siz~.
University of Illinois.
Undergraduate Student.
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EUGENE PAUL
Architect
October 1959
to June 1965:
June 1957
to September 1963:
February 1981
61202
-2-
u.s .. A.R.
Six months ac~ive service.
Harza Engineering Company, Chicago, Illinois.
Draftsman. Civil Division.
Worked intermittently in architectural, civil and
soils sections for a total accumulated time of three
years.
Date of Birth:
Citizenship:
Education:
Language:
Professional
Registration:
Professional
Societies:
October 1961
to Date:
IAIZA~EIAICO
GILBERT H. POST
Associate and Head, Thermal Systems Section
August 13, 1920
U. S. A.
Illinois Institute of Technology
Mechanical Engineering
English
Wisconsin
American Society of Me.chanical Engineers
Illinois Society of Professional Engineers
National Society of Professional Engineers
Western Society of Engineers
Wisconsin Society of Professional Engineers
Harza Engineering Company, Chicago, Illinois.
Positions Held: Head, Thermal Systems Section.
Head, Equipment Piping Division. Responsible for
all mechanical design and engineering services
related to water and wastewater treatment plants,
and solid waste processing facilities.
Relevant Experience:
Commonwealth Edison -wastewater treatment plants
for Will County, Kincaid, Ridgeland, Dresden, Quad
Cities and Zion generating stations.
Cleveland Cliffs Mining Company, Tilden Tailings -
Wastewater Tr ~a tment Plant. . .
Jeddah Airport, Saudi Arabia,:15 MGD Wastewater
Treatment Plant. 100 ton per day solid waste incinerator
plant.
Mayfair Pumping Station t City of Chicago, d es.ign and
specifications for extension of potable water aistribution
facilities including complete flow metering devices.
Muskegon County Sewage Lift Stations, Huskegon,.
Michigan. Determination of sewage flows, present
and future, selection of pumps and associated
.~ . !
GILBERT H. POST -2-
Associate and Head, Thermal Systems Section
October 1961
to Date:
(Continued)
equipment including arrangement of plant and facilities.
Design and specifications for five underground and
one aboveground stations ranging in size from 1 MGD
to 90 ~1GD.
Soyapango Gas Turbine Plant, San Salvador, El Salvador.
Specifications, bid evaluation and recommendation
for award of contract for 2-16.5 MW industrial type
gas turbines, including negotiations with World Bank
for financing the project.
Sucre Diesel Plant, Sucre, Bolivia. Review of
specifications, site evaluation, review of bids and
recommendation for award of contract for a three
unit 10 MW dual fuel diesel plant including final
acceptance testing on site.
Medan, Sumatra feasib~lity study. Upgrading, rehabilitation
and recommendation of additional generating units,
including gas turbine and diesel power plants.
Medan, Sumatra, New Diesel Electric Plant of 24 MW
capacity and rehabilitation of existing diesel and
gas turbine plants with a total capacity of 30 MW.
Tegucigalpa Diesel Plant, Honduras. Project Manager
for the design, specification, site selection, and
field testing of a 10 MW automatic diesel plant for
base J.vad and peaking operations.
Kandahar Project, Afghanistan. Project Manager for
the rehabilitation of the City of Kandahar Diesel
Plant, including field investigations to determine
the extent of the project and determine the financial
scope. Procurement of all materials required for
the rehabilitation.
Karun Project, Iran, four 250,000 kVA unit hydro-
electric project.
Cerron Grande Project, El Salvador, two 69,300 kW
unit hydroelectric project.
Guri Project, Venezuela, Powerhouse No. 1, ten
400,000 kW unit hydroelectric project.
Guri Project, Venezuela, Powerhouse No. 2, ten
610,000 kW unit hydroelectric project.
~I w
GILBERT H. POST -3-
Associate and Head, Thermal Systems Section
October 1961
to Date:
(Continued)
March 1956
to October 1961:
March 1953
to March 1956:
Mossyrock Project, City of Tacoma, Washington, three
167,000 kVA unit hydroelectric projecte
Cowlitz Salmon Hatcheryt City of Tacoma, Washington,
complete facilities, including a 150 cfs pump house,
process and sanitary sewers, water distribution
mains and related screens and filtration. Also, the
salmon hatchery at the Priest Rapids Project.
Kinzua Project, Pennsylvania, two pump turbines of
207,500 hp and one conventional turbine generating
unit of 29,000 kVA.
CEMAT Project, Brazil. Project Manager for the
expansion of the power system in the State of Mate
Grosso 1 Brazil, including hydro and diesel generation,
transmission and distribution facilities, personnel
training in operations and maintenance, electrical
testing laboratories and maintenance equipment.
Ann Arbor Emergency Diesel Electric Power, M~chigan.
Project Manager for feasibility study including
determination of power requirements, cost analysis
and location of plant~ Project Manager for control
and construction phase to implement study~
METRO Subway, t::·"shington Metropolitan Area Transit
Authority. Complete mechanical design, drawings,
specifications ant cost estimates for one section of
the Metro System i:·.cluding 350-ton Chiller Plants
and related piping and ventilating systems for three
passenger stations,
Maccabee and Associates; Chicago, Illinois.
Assistant Head of Industrial Division. Supervised
design, prepared drawings, field investigation,
inspected construction, and coordinated mechanical
design and field installations for all phases of
work related to steel mill construction and expansion,
including steam process piping, steam power piping,
natural and coke-oven gas distributing piping, storm
and sanitary sewers, clarification of mill water and
waste by means of thickeners, clarifiers and grit
chambers.
Harza Engineering Company, Chicago, Illinois.
Group Leader. Mechanical Department. Responsibilities
included studies, engineering design, specifications,
and preparation of drawings for mechanical features
of hydroelectric plants.
~',<
GILBERT H. POST -4-
Associate and Head, Thermal Systems Section
March 1953
to March 1956:
(Continued)
December 1950
to March 1953:
April 194 7
to December 1950:
September 1943
to December 1945:
September 1939:
January 1982
63012
Typical Projects and Assignments:
Gavins Point Project, supervised design and prepared
construction drawings for a three-unit hydroelectric
power plant.
Derbendi Khan Project, supervised design memoranda
and drawings for a two-unit hydroelectic power
plant.
.Freyn Engineering Company, Chicago, Illinois.
Squad Leader. Mechanical Department. Responsible
for the design and drawings in mechanical phases of
steel mills and steam generation stations, steam
power piping and steam driven auxiliaries, water
treatment plants, sewage treatment and collector
mains and process water reclamation plants including
clarification, grit removal and acid neutralization.
Sargent and Lundy, Chicago, Illinois.
Designer. Mechanical Department. Responsible for
layout and design of piping systems related to ste~1
power plants.
U. S. Navy.
Metalsmith 2/c. Pipefitter and welder, and diesel
engine operation.
Crane Company, Chicago, Illinois.
Laboratory Assistant. Materials Testing Laboratory.
Performed product testing of valves and welding
procedures.
Crane Company, Draftsman. Product Design Division.
)
/ .'\; '( •'. '
Date of Birth:
Citizenship:
Degree:
Language:
Professional
Society:
Experience
Record:
September 1969
to Date:
April 1967
to August 1969:
AIZA~IIAICI
MARVIN E., SCHUCHARD
Department Head, Electrical Design Branch
May 26, 1929
U. S. A.
Bachelor of Science in Electrical Engineering
1951 1 North Dakota State University
English
Institute of Electrical and Electronics Engineers
Professional Experience -27 years.
Design engineering and construction management of
hydroelectric power plants, substations and switchyards.
Harza Engineering Company, Chicago, Illinois.
Department Head. Electrical Design Branch. Duties
include: Design studies; feasibility studies;
preparation of designs, specifications and estimates;
equipment selection and application; bid evaluation;
control and protection; review of design drawings~
review of manufacturers r. drawings and technical
information; factory inspections of ma,nufactured
equipment; field assignments for project start-ups
which include responsibilities for overall cocrdination,
final checkouts, testing, energization, generating
unit start-up and initial operation; as all this
w~rk relates to hydroelectric projects. Project
Manager for Permanent Restoxation and Automation of
Santee Cooper Hydroelectric Power Plant. Project
Electrical Engineer for the Cornell Hydro Power
Plant, the Uribante-Doradas Project and the Foothills
Project.
Harza Engineering Company, Chicago, Illinois.
Construction Division. Chief Field Electrical-
Mechanical Engineer on the Kinzua (Seneca) Pumped-
S·torage Power Plant. Worked on Resident Construction
Staff and was responsible for all electrical and
mechanical construction work on the power plant.
Supervised all final checkouts, start-ups, testing
and energization, and was the project start-up coordinator.
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DONALD W. HAYLEY
Job Title: Geotechnical Consultant
Work Location: Edmonton, Alberta
Education: B.Eng., Civil Engineering,
Carleton University, Ottawa, Canada
1966
M.Sc., Civil Engineering (Soil Mechanics)
University of Alberta, Edmonton, Canada
1968
Special
Qualifications:
Geotechnical specialist on permafrost
engineering
Professional
H.egistration:
Alberta
Yukon Territory
Parent Company: EBA Engineering Consultants Ltd.
Experience and Qualifications Relevant to the Susitna Project:
1970 to Present: Has directed EBA's Arctic Group that has been
dedicated to evaluating and solving geotechnical problems in
Canada's north. He has particular experience at formulating
site development recommendations in arctic and sub-arctic
regions. He contributed to various feasibility studies
including Arctic gas pipelines, transportation corridors in the
Nackenzie Valley, drilling platforms in the Beaufort Sea, and
preliminary studies for gas plant sites in the Mackenzie Delta.
Mr. Hayley has also pioneered EBA's involvement in the
application of finite element techniques to geotechnical and
geothermal problems.
• Geotechnical Design Study -Normal Wells Pipeline Gathering
System, ESSO Resources Canada Ltd. This project involved
evaluation of geothermal and geotechnical behaviour of warm
oil gathering system pipelines buried in permafrost. Also
included was a major crossing of the Mackenzie River.
Evaluation of differential thaw settlement and soil
parameters appropriate for pipe stress analyses were a key
element in assessing the acceptability of a fully buried
system.
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MARVIN E. SCHUCHARD
Department Head,
Electrical Design Branch
-2-
April 1966
to April 1967:
May 1962
to April 1966:
February 1959
to May 1962:
Sept:ember 1958
to January 1959:
!Jld·~Y 19 55
t.o August 1958:
October 1954
to April 1955:
Harza Engineering Company, Chicago, Illinois.
Resident Construction Engineer. Construction Division.
Assumed and completed the responsibilities of ResidE\nt
Construction Engineer's office for all construction
work on Wanapum Hydroelectric Development. This
development consisted of a dam, spillway and powerhot\se
with ten 87,500 kVA generating units, fish passage
facilities, 230 kV transmission lines, and a 230 kV
swi tchyard.
Grctnt County Public Utility District, Ephrata, Washington.
Senior Elec~rical Engineero Worked on Resident Con-
struction Engineer's staff and was responsible for all
electrical construction work on the Wanapum Hydroelectric
Development. This included all construction work of
the 230 kV Wanapum switchyard and transmission lines
and the electrical features of the Wanapum Dam, Spillway
and Powerhouse. Supervised the final checkout of
controls, metering and relaying, the start-ups, testing
and energization of all electrical features of the
Wanapum Development. Responsible for contract adminis-
tration of all electrical work.
Grant County Public Utility District, Ephrata, Washington.
Electrical Engineer. Priest Rapids Hydroelectric
Development. Worked on installation of the electrical
facilities, the final checkouts, start-ups, testing and
energization. Assigned to the position of Electrical
Maintenance Engineer and was responsible for the initial
electrical maintenance program established at Priest
Rapids.
Anderson-Burke Corporation, Bellevue, Washington.
Electrical Engineer. Field engineering for contractor
on installation of electrical equipment and co~letion
phases of the SAGE Project at Moses Lake, Washington.
u. s. Navy, Bureau of Ships -Engineering Duty Officer,
LTJG. Worked on conversions, alterations and repairs
of naval vessels.
Sewell & Sewell, Consulting Engineers, Newport, Washington.
Electrical Engineer. .Responsible to the Assistant
Resident Construction Engineer for all electrical
construction work at the Box Canyon Hydroelectric
Project.
)
..
l-1ARVIN E. SCHUCHARD -3-
Department Head, Electrical Design Branch
July 1951
to September 1954:
October 1978
71577
Bonneville Power Administration, Federal Power Utility,
Portland, Oregon.
Electrical Engineer. Worked up proglressi vely from
Office Engineer, to Field Engineer, to Project Engineer
in the substation and sw:ttchyard construction program
of the Administration. As Project Engineer, was responsi-
ble for all phases of the construction (both contract
and force account) of each substation or switchyard to
which assigned.
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DONALD W. H.l\. YLEY
Geotechnical Consultant
-2-
• Geotechnical Evaluation of an Offshore Pipeline from the
Saganavirktok Delta, Beaufort Sea, Alaska, Sohio
Construction Company. This project encompassed
identifjcation of geotechnical problems associated with an
offshore pipeline. The scope of work was expanded to
include review of preliminary engineering conducted by
others and definitive geothermal analyses to predict thaw
of seabed permafrost.
p The Arctic Pilot Project has involved planning and design
of a 100 mile natural gas pipeline across Melville Island,
N.W.T. The line is fully buried within continuous
permafrosto EBA has been sole geotechnical consultant for
this phase of the project. Assignments included route
location, borrow evaluation, and right-of-way protection
measures. Two major test ditching programs have been
carried out. As Project Manager, Mr. Hayley directed all
phases of the work and participated in both environmental
and Energy Board regulatory hearings. Construction of the
pipeline is scheduled to commence in l984e
• Drake Point Gas Plant, Panarctic Oils Limited. This
preliminary design study for the first Canadian high arctic
gas production facilities included site selection in a
region of thaw-sensitive terrain, foundation design, quarry
site development, dock design, and contribution to
logistics planning for overland haul routes.
• Polar Gas Project Pipline. As sole geotechnical
consultants for the Polar Gas projects, EBA provided
geotechnical engineering for a 3000 km pipeline project
from the high arctic to southern Canada. As Project
Manager for all phases, Mr. Hayley conducted extensive
route reconnaissance and coordinated numerous field data
collection programs. Analytical studies icluded geothermal
analyses and thaw settlement analyses where warm gas could
thaw discontinuous permafrost. Stresses in the buried
pipeline imposed by freezing and thawing of soils were
evaluated by sophisticated soil-structure interaction
analyses.
• Remedial Measures for Stabilization of a Thawing Subgrade,
Canadian National Railways. Applied research into
settlement sink holes in a railway subgrade has been on-
going at EBA for several years. The sink holes can be
attributed to localized thaw of permafrost within
DONALD W. HAYLEY
Geotechnical Consultant
-3-
discontinuous permafrost-peatland terrain. A thaw-
settlement model was developed as an aid for evaluating
remedial measures. Numerous alternative configurations
were assessed n~~erically using two-dimensional geothermal
analyses. A combination of heat pipes and insulation was
selected and five prototype test sites installed. A two-
year intensive monitoring program has confirmed the
validity of the approach. This project was a joint effort
with w.n. Roggensack of EBA.
• Various Low Dams on Permafrost Foundations. Several
pojects have been undertaken involving design or evaluation
of existing low earth fill dams on permafrost foundations
in the Canadian North. These have included:
a) Evaluation of leakage through thawed permafrost rock
foundation of the water supply dam at Rankin Inlet,
N.W.T.
b) Feasibility ~asessment of an.earth fill or rock fill
dam on continuous permafrost at hrctic Bay, N. W .. T.
c) Stability and settlement evaluation of an existing
tailings dam on thawing permafrost at Mayo, Yukon.
The project included recommending remedial rr.easures
for minimizing the risk of failure where larger
settlements have ocurred.
Client References:
Mr. R.B. Potter
Sohio Petroleum Company
100 Pine Street
San Francisco, California
U.S.A. 94111
Jvlr. D.V. Inman
Algas Engineering Services
P.O. Box 2535
205 -5 Avenue s.w.
Calgary, Alberta T2P 2N6
Mr. O.M. Kaustien
Polar Gas Project
P.O. Box 90
Commerce Court West
Toronto, Ontario MSL 1H3
DONALD W. HAYLEY
Geotechnical Consultant
Mr. W .E. JUbien
Canadian National Railways
16th Floor, 10004 -104 Avenue
Edmonton, Alberta
-4-
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Job Title:
Work Location:
Education:
Special
Qualifications:
Professional
Registration:
Parent Company:
C. T. ffwANG
Principal Consultant
Edmonton, Alberta
B.Sc., Civil Engineering, National Taiwan
University, Taipei, Taiwan
1962
MeEng., Civil Engineering, McMaster
University , Hamil ton, Canada
1968
Ph.D., Civil Engineering (Geotechnical),
McMaster University, Hamilton, Canada
1969
Development of a finite element model for
prediction of ground thermal regime in
permafrost regions.
Professional Engineer -Alberta
EBA Engineering Consultants Ltd.
Experience and Qualfications Relevant to the Susitna Project:
Dr. Hwang has had extensive experience in the field of Civil
Engineering, including the design of earthworks, vibration
analysis, research on the consolidation and deformation
chracteristics of soils, development of computer programs for
geotechnical applications, frost heave studies, and analysis of
ground thermal regime affecting permafrost conditions.
• Supervised thermal design of the Barrow Utilities System
(Barrow, Alaska). Thermal analyses were undertaken to
ensure preservation of ice rich permafrost around the
heated utilidors and pump stations of this buried utilities
system. Design considerations addressed in this study
included the possible effects of frost heave, thaw
settlement, buoyancy problems resulting from seasonal
freeze-thaw cycles, the convective thermal effect of
groundwater seepage, and possible freezing of the utility
pipes within system components.
C. T. h"WAl\l'G -2-
Principal Consultant
• Conducted geotechnical and geothermal studies for the
proposed Alaska Highway Chilled Gas Pipeline project for
Northwest Alaskan Pipeline Co. and Foothills Pipe Lines
Ltd. The specific requirements of this project have led to
his developnent of a frost heave model for use in the
design of chilled gas pipelines. The semi-empirical frost
heave model requires laboratory determination of the heave
strain of undisturbed soil samples. C.T. Hwang has been
instrumental in developing laboratory testing procedures
and in data analysis and interpretation.
• Using finite element techniques, developed a mathematical
model for Canadian Arctic Gas Study Ltd. that made it
possible to conduct two-dimensional geothermal analyses of
ground temperature regime in permafrost regions. The ESA
geothermal model has been the basis of analytical studies
for feasibility of several arctic pipelines; of thermal
review work for the Alaska Oil Pipeline project, especially
for design of thermal VSM system; and of thermal design for
the Syncrude oil storage tansk at Fort McMurray, Alberta.
Client References:
Mr. w. Zirjacks, P.E.
Frank Moolin & Associates, Inc.
3300 'C' Street
Anchorage, Alaska 99503
(907) 276-7484
Dr. R.M .. Isaacs
Northwest Alaskan Pipeline Co.
3333 Michelson Drive
Irvine, California 92730
(714) 975-4058
Mr. J.R. Ellwood, P.Eng.
Foothills Pipe Lines (Yukon) Ltd.
425 - 1 Street s.w.
12 Floor 1 ESSO Plaza East ToHer
Calgary, Alberta T2P 3L8
(403) 294-4148
n_
•
••
ARSHUD MAHMOOD
Job Title: EBA 'l'earo Leader
Work Location: Anchorage
Eduction: B.Sc. Physics, Government College, Lahore,
University of Punjab, Pakistan 1961
B.E. Civil Engineering (Soil Engineering)
Asian Institute Technology,
Bangkok, Thailand 1965
M.S., Soil Mechanics,
University of California, Berkeley
1968
Ph.D., Geotechnical Engineering,
University of California, Berkeley
1972
Special
Qualifications: Arctic Field Experience
Professional
Registrations:
California, Texas,
Alaska (Pending)
Parent Company: EBA Engineering Consultants, Ltd.
Experience and Qualifications Relevant to the Susitna Project
1976 to Present: EBA Engineering Consultants, Ltd. Projects include:
• Project Manager Geotechnical Site Investigation, Navarian
Basin, Bering Sea, Alaska, for Arco Alaska, Inc. Conductor
design and evaluationof shallow bearing capacity.
•
•
•
Geotechnical Manager, Strudel Scour Investigation and
Ground Temperature Measurements, Duck Island, Beaufort
Sea, Alaska Exxon Company, U.S.A.
Geotechnical Consultant, Gravel Resource Study, including
over-ice in situ testing, Harrison Bay, Beaufort Sea,
Alaska for Sohio Petroleum Company.
Project Manager, Site Investigation and Foundation Design
for facilities pads, piles and oil pipeline burial sites,
Milne Point, North Slope, Alaska Conoco, Inc.
Project Manager, Site Investigations, including in situ
testing, and foundation design, for offshore platforms and
pipelines, Gabon, w. Africa, for Amoco Production Co.
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ARSHUD MAHMOOD
EBA Team Leader
-2-
• Project Manager, Slope Stability Investigations,
Mississippi Delta, for Transco Exploration Company.
• Senior Engineer & Project Manager, Site investigations and
foundation design for more than 100 sites in Gulf of
Mexico 1 Arabian Gulf, Straits of f.'lagellan, and Gulf of
Alaska.
Senior Engineer, Slope stability evaluation of the Kodiak
Shelf, Western Gulf of Alaska, Mobil Oil et al.
• Senior Engineer, Cooling Pond Dike Design, South Texas
nuclear project, Bay City, Texas, for Houston Light and
Power
• Senior Engineer, Sand Canyon Dam Evaluation and Monitoring,
Irvine, California, for Irvine Water District
• Senior Engineer, Bluff Erosion Evaluation, San Onofore
Nuclear Generating Station, for Southern California Edison
Co.
Client References:
Mr. Barry Kathrens
ARCO Alaska, Inc.
P.O. Box 360
Anchorage, Alaska 99510
Mr. Vernon Lockett
EXXON Co • USA
P.O. Box 2180
Houston, Texas 77001
Mr. Harry Berkey
CONOCO, Inc.
P.O. Box 2197
Houston, Texas 77001
,r..Ir. David Hayes
SOHIO Construction Co.
100 Pine Street
San Francisco, California 94111
• •
Job Title:
Work Location:
Education:
Special
Qualifications:
Professional
Registration:
Parent Company;
W.D. (BILL) ROGGENSACK
Senior Project Engineer
Edmonton, Alberta
B.Sc., Civil Engineering,
University of Alberta, Edmonton, Canada
1970
Ph.D., Geotechnical Engineering,
University of Alberta
1977
Research and experience background
exclusively in permafrost and Arctic engi-
neeringq Special expertise includes
strength and deformation properties of fro-
zen ground, stability analysis of ::.hc.;wing
soils, and design of ground freezing/thawing
systems.
Po Eng. , Alberta
P. Eng. , Yukon Terri tory
EBA Engineering Consultants Ltd.
Experience and Qualifications Relevant to the Su.sitna Project:
1976 to Present: Senior technical consultant in EBA's Arctic
Group-:-While providing engineering inpu·t for projects located
in the Canadian Arctic and Alaska, he has developed field inves-
tigation techniques and geotechnical analyses for structures to
be founded on permafros·t. He has also gained considerable
experience in the design and execution of specialized sampling
and laboratory testing programs involving both permafrost and
marine sediments. He has worked extcnsi vely ·throughout the
MacKenzie Valley, District of Keewatin, Arctic Islands and
Beaufort Sea. Experience gained in analysis and design, applied
permafrost .research, field investigations, laboratory testing,
and instrumentation has equipped him with a broad consulting
background for Arctic regions.
• Directed geotechnica: design, analysis, instrumentation and
certification of a caisson-retained, artificial drilling
island in the Canadian Beaufort Sea (Tarsiut N-44).
W. D. ROGGENSACK
Senior Project Engineer
-2-
• Evaluation of thermal aspects of operating and backfilling
a mine in permafrost (Polaris Mine, Little Cornwallis
Island, N.W.T.)
• Analysis of thaw settlement and soil-pipe interaction for
an oil pipeline gathering system (Norman Wells, N.W.T.)
• Geotechnical design and instrumentation of a cellular dock
with an artificially frozen core to resist large ice forces
(Polaris Mine. Little Cornwallis Island, N.W.T.)
• Research prog:r·am to evaluate techniques for stabilizing
thaw subsidenc~e of railway line in discontinuous perma-
frost. Study included five instrumented test sites, some
with heat pipes. (Hudson Bay Railway, Manitoba)
• Geotechnical analysis of hydraulically-placed artifical
islands in the Canadian Beafort Sea. Studies have included
construction pore pressures, fill properties, liquefaction
potential, and in·teraction with ice sheets and grounded
rubble (Illungnak 0-61)
• Geotechnical and groundwater investigations and subsequent
design of earthfill dams to retain toxic tailings produced
by a gold mine. Foundations for two dams included ice-rich
permafrost. (Con Mine, Yellowknife, N.W.T.)
Client References:
Mr. D.E. Mitchell, P.Eng.
Dome Petroleum Ltd.
5th Floor, Roslyn Building
400 -5th Avenue sGw.
CALGARY, Alberta T2P 3G3
Mr. H.M. Giegerich, P.Eng.
5660 B Street
cominco Alaska, Inc.
ANCHORAGE, Alaska 99502
Mr. J.C. Bruce, P.Eng.
swan Wooster Engineering Co. 'Ltd.
1525 Robson Street
VANCOUVER, B.C. B6G lCS
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• KURT O. STANGL
Job Title: Engineering Geologist
Work Location: Edmonton, Alberta
Education: B.Sc., Engineering Geology,
Queen's University, Kingston, Canada
1972
Special
Qualifications:
Specialist in arctic terrain analysis,
route location, and geotechnical field
programs.
Professional
Registration:
Alberta
Northwest Territories
Parent Company: EBA Engineering Consultants, Ltd.
Experience and Qualifications Relevant to the Susitna Project:
1974 to Present: EBA's Arctic Group. Kurt Stangl has a diverse
professional background in surface and subsurface geological
mapping. He has also been involved in numerous site
investigations, land and marine pipeline route studies, and
studies of borrow materials requiring geological and
geotechnical skills. He has managed major field programs in
both winter and summer throughout wester:n Canada and the Arctic.
• Geotechnical Investigation of Seabed Soils, Harrison Bay,
Alaska, Sohio Petroleum Company. EBF .. Engineering and
McClelland Engineers carried out a geotechnical sampling
and in situ strength testing program of seabed sediments in
the Harrison Bay area. The drilling program was
helicopter-supported and was carried out from the ~ea-ice
surface during March and April, 1982. Mr. Stangl was
responsible for the managemePt of the field program and
office studies.
• Route Evaluation and Borrow Investigation, Algas
Engineering Services Arctic Pilot project. Conducted major
geotechnical drilling and reconnaissance programs along a
proposed pipeline corridor on lvlelville Island, N.W.T.
These programs were carried out to determine permafrost
soil conditions and to evaluate po~ential sources of borrow
materials along the route. The work included extensive
engineering studies related to pipeline design and
construction. Recently, he was involved in full-scale
bucket-wheel ditching trials on Helville Island.
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W· a:
KURT O. STANGL
Engineering Geologist
-2-
• Route Evaluation and Borrow Investigation, Polar Gas
Project. Several major geotechnical field programs and
engineering studies have been under Mr. Stangl's direction ..
The field work encompassed geotechnical drilling and
reconnaissance along several thousand kilometers of
proposed pipeline route in the Canadian Arctic. Location
and evaluation of potential borrow sites in permafrost
terrain constituted a major portion of the work.
• Geotechnical Investigation of Proposed Quarry Sites,
Panarctic Oils Limited. Mr. Stangl has directed rock
quarry evaluation programs on northern Melville Island,
•
N. W. T. The field programs included diamond coring and test
pitting with explosives in frozen bedrock. Geotechnical
recommendations for development of a quarry were addressedo
Borrow Investigations, Mackenzie Delta, N.W.T, Arctic
Petroleum Operators Association and Department of Indian
and Northern Affairs. Supervised several geotechnical and
borrow investigations in the Mackenzie Delta area. The
borrow studies have included a detailed evaluation of the
granular resources at Ya Ya Lake and examination of several
other regional borrow prospects. As part of these studies,
he undertook terrain analyses from airphotos, intensive
exploratory drilling programs, and petrographiJ analyses.
These borrow prospects are within ths region of continuous
permafrost and thus special development recommendations
were required.
Client References:
Mr. A. Jenkins, P.Eng.
Polar Gas Project
P.O. box 90
Commerce Court West
Toronto, Ontario MSL 1H3
Mr. D.V. Inman, P.Eng.
Algas Engineering Services
P.O. Box 2535
205 - 5 Avenue s.w.
Calgary, Alberta T2P 2N6
•
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KURT Oe; STANGL
Enqineerinq Geologist
Mr. G. Hood, P.Eng.
Panarctic Oils Ltd.
P.o. Box 190
703 - 6 Avenue S.We
Calgary, Alberta T2P OT9
Mr. R. Potter, P.E.
Sohio Petroleum Company
100 Pine Street
San Francisco, California
U. SuA• 9.-;1111
-3-
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CIRI-/H & N CONSULTANTS
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Job Title:
Work Location:
Education:
Special
Qualifications:
Professional
Registration:
CLARENCE R. ALLEN
Seismic Review Consultant
Pasadena, California
BA, Physics 1949, Reed College
MS, Geophysics, 1951, Cal. Inst. 'l'ech.
PhD, Structural Geology and Geophysics,
1954, Cal. Inst. Tech.
Seismic Consultant for nineteen years
Geologist, Engineering Geologist and Geo-
physicist in California
Experience and Qualifications Relevant to the Susitna Project:
Agbabian Associates, El Segundo, California. Consultant re
Bonneville Power Administration project, 1973
C.V.G. Electrificacion de Caroni, C.A., Caracas, Venezuela Con-
sultant re Guri Dam Project, Stage III, Venezuela, 1976
California Department of Water Resources, Sacramento Consulting
Board for Earthquake Analysis, 19631 (Chmn., 1965-74}, Dam
Safety Advisory Board, 1975. Special Consulting Board for
the Oroville (Calif) Earthquake, 1975-Panel of Consultants
for Littlerock Dam and Reservoir, 1979-81
California Public Utilities Commission, San Francisco. LNG
Seismic Review Panel, Point Conception LNG Facility, 1980
Engineering Consultants, Inc., Denver, Colorado. Consultant re
Magat Dam, Philippines, 1977-78
FRPMATOME, S.A., Paris, France. Consultant re Rud-E-Karun nu-
clear power plant, Iran, 1976-79. Consultant re Samarra
Nuclear Power Project, Iraq, 1979
Fundacion Venezolana de Investigaciones Sismologicas (FUNVISIS),
Caracas Consultant re Uribante-Caparo Hydroelectric
Project, Venezuela (La Honda, Las Cuevas, Borde Seco, La
Vueltosa Dams), 1981
CLARENCE R. ALLEN -2-
Seismic Review Consultant
Harza Engineering Company, Chicago Illinois. Consultant re Guri
Dam Project Stage III, Venezuela, 1977
Holmes & Narver, Las Vegas, Nevada. Consultant to AEC on various
seismic problems of Nevada Test Site and Amchitka, Alaska,
1969-71
International Engineering Company, San l?rancisco, California.
Consultant re Las Tortolas tailings dam, Chile, 1980.
Consultant re Cooper Creek Dam, Washington, 1980
IECO-ELC, Rio de Janeiro, Brazil. Consul ant re It.aipu Hydroelac~
tric Project, Brazil-Paraguay, 1978
Lahmeyer International GmbH, Frankfurt, Germany. Consultant re
Chico IV Hydroelectric Project, Philippines, 1979
LeRoy Cradall and Associates, Los Angeles, California. Consul-
tant re proposed Veterans Hospital sites, California, 1971·-
72
Pakistan Atomic Energy Commission, Islamabad, Pakistan. Consul-
tant re Chashma Nuclear Power Plant Project, Pakistan,
1976
Ralph M. Parsons Company, Pasadena, California. Consultant re
Los Bronces Bxpansion Project, Chile, 1981
Security Pacific National Bank, Los Angeles, California. Con-
sultant re new headquarters building site, Los Angeles,
1971
H. Bolton Seed, Berkeley, California. Consultant re High Speed
Ground Transportation Route, Los Angeles, 1971. Consultant
re Rio Limay Project, Argentina, 1979
Tippetts-Abbett-McCarthy-Stratton, New York. Consultant re
Tarbela Dam, Pakistan, 197 4 o Consultant x:e Sawpi t Dam,
California, 1976. Consultant re Bureau of Reclamation Tech-
nology Assessment and Safety Evaluation, 1977-78. Consul-
tant re Pond Hill Reservoir Project, Pennsylvania, 1979-80.
Consultant re Peligre Dam, Haiti, 1980. Consultant re Casa
de Piedra Dam, Argentina, 1981
UNESCO, Paris. Consultant re Balkan Seismicity Project, Skopje,
Yugoslavia, 1972-73
u.s. Army Corps of Engineers. Consultant re Butler Valley Dam
Project, California, 1973 .. Consultant to Waterways Experi-
ment Station, Vicksbu.rg, Miss .. , 1971-74. Board of Consul-
_j
•
.,
CLARENCE R. ALLEN -3-
Seismic Review Consultant
tants, Mentone and Prado Dams, Santa Ana River Basin Pro-
ject, California, 1975
U.S. Atomic Energy Commission, Washington. Consultant to Ad~Tiso
ry Committee for Reactor Sa£eguards, 1971-73
u.s. Bureau of Reclamation, Denver. Auburn Dam Board of Consul-
tants, 1976
u.s. Navy, Washington. ONR National Hazards Review Panel for
Navel Facilities, 1973-74
Williams Brothers Engineering Company, Tulsa, Oklahoma. Seismi-
city Panel, SOHIO West Cost/Mid-Continent Pipeline Project,
1975-79
•
•
Job Ti tl ~.3:
Work Location:
Education:
Spe~cial
QucLlifications:
PrCifessional
Resristration:
JOHN DUNNICLIFF
Instrumentation Consultant
Lexing.ton, Mass.
Oxford University
B.A. in Engineering, 1955
M.A. "in Engineering, 1960
Harvard University
S.M. in Civil Engineering
(Soil Mechanics and Foundation
Engin~ering), 1968
Massac_husetts Institute of Technology
Graduate Studies in Rock Mechanics, 1969
Twenty-five years of relevant experience
Massachusetts
Experienc~ and Qualifications Relevant to the Susitna Project:
Tunnels
• Performance mo.nitoring of tunnel linings and surround-
ing ground during construction of five tunnels: Port
Richmond Tunnel, Staten Island, N.Y.; precast con-
crete lined port·ion of Lexington Market Line, Bal ti-
more Region Rapid Transit System; 63rd Street Subway,
New York City; .Tenley Circle and Friendship Heights
Stations, Washington, D.C.
•· Co-principal investigator for two Department of Trans-
portation research projects o~ soft-ground tunneling
for urban rapid tra.nsi t tunnels: a state-of-the-art
evaluation of subsurface exploration techniques and
a state-of-the-art evaluation of geotechnical instru-
mentation for monitoring tunnel performance during
construction.
• Long-Term Groundwater Monitoring Program, tvlilwaukee
Water Pollution Abatement Program.
• Pilot Tunnel Instrumentation Program, Cumberland Gap
Tunnel, Kentucky and Tennessee
JOHN DUNNICLIFF
Instrumentation Consultant
-2-
• Investigation for relief of structure distress, Alle-
gheny and Tuscarora Tunnels No. 2, Pennsylvania.
Pile Foundatiops
• Large-scale field test to monitor performance of 230-
foot~long precast concrete piles for Keehi Inter-
change, Honolulu, Hawaii~
• Instrumentation of 250-foot-long precast concrete
pile~ during load testing for Metropolitan Syracuse
Sewage Treatment Plant, Syracuse, N.Y.
Power Projects
Dams
• Instrumentation to mon.itor performance and safety of
four nuclear power projects: Nine Mile Point Nuclear
Station, N.Y.; Alvin w. Vogtle Nuclear Plant, Ga.;
swnmit Power Station, Del.; and Atlantic Generating
Station, offshore N.J.
• Instrumentation to monitor progress of correc·tive
measures for building undergoing settlement, Midland
Nuclear Units 1 & 2, Midland, Michigan ..
• Measurement of in-situ stress using Bureau of Mines
overcoring procedure and c .. s.r.R .. doorstopper proce-
dure. ~-1easurement of rock mass modulus using plate
jacking test procedure. Design and installation of
sonic extensometer system for moni·toring performance
of u:t'lderground po\verhouse, San Carlos Hyd.roel~ctric
Project, Colombia, s. America.
• Instrumentation to monitor performance and safety of 5
mile long earth dam at Ludington, Mich.
• Lecturer on dam instrumentation at courses "Earth and
Rockfill Darns" by Corps of Engineers at Waterways
Experiment Station, Vicksburg, Miss., and at Northeast
and South Planning, Design and Construction Engineers
Workshops, U.SeD.A. Soil Conservation Service.
• Development of instrumentation program for monitoring
performance of U.S.D.A. Soil Conservation Service dam;
Brandywine Creek Dam, Pennsylvania.
• Design, installation, monitoring and data reduction
for 500 piezometers, 60 remote settlement gages and
2000 feet of inclinometer casing for earth dam con-
JOHN DUNNICLIFF
Instrumentation Consultant
-3-
structed beneath ocean surface, during construction of
Plover Cove Main Dam, Hong Kong.
• Site engineer on Dokan Dam, Iraq. Planning, install-
ation, and evaluation of vibrating wire strain gages
measuring system in concrete arch di:un.
Design of tnree earth dams for Satang Padang Hydro-
Electric Scheme, Malaya. Sole charge of survey and
site investigation. Soil testing. Selection of de-
sign parameters. Design of instrumentation. Prepa-
ration of specifications for the entire project.
Nuclear Waste Disposal Facilities
• Preparation of specifications for supply and install-
ation of underground instrQmentation, Waste Isolation
Pilot Plantr New Mexico.
• Instrumentation program to monitor performance of
Near-Surface Test Facility, Rock.wsll Hanford Opera-
tions, Washington.
Retaining Walls
• Planning and execution of instrumentation program to
mor1i tor long-term performance of pex:manent tiepack
wall, Fulton Ccunty, Atla~ta: Ga.
• Design of instru~entation program to monitor perform-
ance of Retained Earth wall, Hayward, Californin.
Large-Scale ~~econsolidation of Soft Foundations
• Design and installation of instruments to monitor
marine test embankment, Chek Lap Kok Replacement Air-
port, Hong Kong.
•
•
Instrumentation program for Reserve Limestone Storage
Area, Ideal Ceme~t Plant, Theodore, Alabama
Field test to monitor performance of various 140 feet
long vertical drains for Keehi Interchange, Honolulu,
Hawaii.
Job Title:
Work Location:
Education:
Special
Qualifications:
ALFRED J. HENDRON
Rock Mechanics Consultant
Mahomet, Illinois
Ph.D. Soil Mechanics Foundations
Geology Theoretical and Applied
Mechanics
1963, University of Illinois
Urbana, Illinois
M.So Civil Engineering
1960 University of Illinois
Urbana, Illinois
B.S. Civil Engineering (Bronze Tablet)
1959, University of Illinois
Urbana, Illinois
Extensive rock engineering teaching,
research and consulting experience
Experience and Qualifications Relevant to the §!~sitna Project:
Examples of Rock Engineering Experience
• Consultant to the American River Constructors on the sta-
bility of 300 ft.. high rock slopes for the spillway cut at
Hell Hole Dam, American River Project.
• Consulted, as associate of Dr. D.U. Deere, on rock mechan-
ics problems related to the foundations of the World Trade
Center Building, New York City (110 story office building}.
• consultant to New York Port Authority on Controlled Blast-
ing Techniques to reduce damage to adjacent structures for
Jour.nal Square Subway Terminal.
• Consultant to Western Contracting Company on stability of
150 ft high vert:.ical spillway cut, Stocton, Dam, Stocton,
Mo.
• Consultant to British Columbia Hydro Authority, Canada, on
assessing stability of Portage Mountain Underground Power-
housee
ALFRED J. HENDRON -2-
Rock Mechanics Consultant
o Consultant to Fenix and Soisson on the design of a rock
c.avity,and steel casing at a·depth of 6,000 ft. in weak
rock on Amchitka Island.
• Slope stability problems along the Transandean Pipeline,
Colombia~ S .A .. 1 for Williams Brothers Construction Co (•
• Consultant to Joseph s. Ward, Foundation Engineers on the
design of a school to resist. blasting vibrations,
Mancheste.r 1 New Jersey.
• Consultant to Architect • s Collat1orative, Cambridge, Mass. 1
on controlled blasting techniques and blasting vibra ... c.ions
on IBM building complex, Fishkill, N.Y ..
• Stability of soil and rock slopes for Transalaskan Pipe-
line.
o Consultant to Deleuw Cather & Co. on Blasting Specifica-
tions for Washington D.C. Subway.
• Stability of open pit mine slope-Climax Molybdenum Co., -
Climax, Co.
• Consultant to British Columbia Hydro on the effects of a
new reservoir on the stability of Downie Slide (1 billion
cubic meter slide).
• Consultant to Gibbs & Hill on a slope adjacent to the Ohio
River near Pittsburgh for sludge pipeline construction,
slope 500 ft high.
• Consultant on effect of blasting on stability of slopes of
Caue Nine, Itibi:r.a, Brazil, slope 800 ft highe
• Job Title:
Work Location:
Education:
Special
Qualifications:
Professional
Regist:r:a.t.ion:
Parent Company:
RAY1~0ND A. KREIG
Photointerpretation Consultant
Anchorage
M.S., Geotechnical Engineering/Aerial
Photographic Studies,
Cornell University
B.S., Civil Engineering
Cornell University
Mr. Kreig is a specialist in terrain and
natural reoource evaluation. He has exten-
sive field experience on the North Slope, in
the Brooks Range, Interior Alaska, and in
South Central Alaska. Since establishing
his own consulting fir.m he has completed
numerous soils, permafrost, and terrain
analysis studies for industry and government
in Alaska. In the majority of these proj-
ects, the 'evaluation of physical and
environmental conditions we:r:e based upon Mr.
Kreig 1 S experience and ski~l in airphoto
interpretation. These skills a.re especially
applicable to large areas where little or no
existing data is available and ~he collec~
tion of field data by conventional means is
expensive and logistics difficult.
Alaska
R.A. Kreig and Associates, Inc.
Experience ~ Qualifications Relevant to the Susitna Project:
• Project Manager for terrain unit mapping of 1.3 :million
acres of 1980 Alaska Department of Natural Resources Land
Disposal Areas, Alaska~
Detailed terrain unit mapping of 800-mile Alaskan North\v-~st
Natural Gas Pipeline route.
RAYMOND A. KREIG -2-
Photointerpretation Consultant
• Primary responsibility for borehole selection for Alaskan
Northwest Natural Gas Pipeline terrain and permafrost
investigations.
• Soil and permafrost centerline profile to the depth of 50
feet for the 800-mile length of the Alaskan Northwest
Natural Gas Pipeline route.
• Terrain unit mapping for the Anchorage Bowl and Eagle River
Coastal Zone Management Atlas for the Municipality of
Anchorage Planning Department.
• Terrain unit mapping and centerline landform profile for
the Alaska pipeline from Valdez to Prudhoe Bay.
~ Terrain unit mapping, field route reconnaissance and soil
borehole logging for the Alaska Railroad extension from
Nenana to Prudhoe Bay, Kobuk area.
• N~merous geotechnical consulting tasks for the Alaskan
Northwest Natural Gas Pipeline, including: 1) partici--
pation in the site selection for $7 million Chena Hot
Springs Road Frost Heave Test Site which required very
specific, difficult to identify soil conditions; 2) align-
ment locat~ion and facility site analysis; 3) responsible
for identifying initial ground temperature conditions and
th~rmistor analysis.
• Land status determination, detailed land ownership tract
map prepa,ration and entry permission negotiation with own-
ers for 800-mile corridor of the Alaskan Northwest Natural
Gas Pipeline.
• Project Manager for design of nationwide comprehensive Land
Use and Natural Resources Inventory for Ministry of Agri-
culture in Caracas, Venezuela.
• Developed databank of geotechnical information collected on
t.'he Alaska pipeline project t:.o aid in analysis of na+.vn:al
variation of soil properties atnd landforms along the route.
• Route location, terrain analysis, material site identifi-
cation for proposed Yukon-Kuskokwim Highway from Kalskag to
Paimiut.
• Route location and terrain analysis for proposed Bethel-
Napakiak Road. t
• RA~10ND A. KREIG -3-
Photointerpretation Consultant
• Project Manager for bedrock and s"l::ructural mapping, detail-
ed soil profile and data compilation for Sagwon Stabiliza-
tion Project, Alask.a Pipeline.
• Terrain analysis for gravel location studies, Kuparuk and
Flaxman Island vicinity, Alaska.
• Extensive field geology (including drilling) and vegetation
analysis in the following regions: Trans Alaska Pipeline ·1""'
entire length; Alaska Gas Pipeline -entire length; Bethel-
Kalskag; Railroad exten$ion -Nenana to Kobuk in
Northwestern Alaska.
P1~blications: ----·----
Kreig, R.A., 1977, Terrain ~~alysis for the Trans-Alaska
Pipeline. Civil !,ngineering, 47(7):61-65.
Kr<:ig, R.A. and Reger, RoD., 1976, Preconstruct.ion Terrain
Evaluation for the Trans-Alaska Pipeline Project. Comprises
pages 55-76, Chapter 4 of GeomoEphologx·and Engineering, Coates,
Donald e:d. 1 Do~V'den, Hutchinson & Ross .
Kreig, R.A., and Reger, R.D. (in press) Airphoto
Analysis and Summary o:= Landform Soil Properties along the
Trans-Alaska Pipeline Route. Geologic Report 6 6, Alaska
Division ~£ ~eological and Geophysical Survex.--
Job Title:
Work Location:
Education:
Special
Qualifications:
Professional
Registration:
\
EDWARD F. LOBACZ
Cold Regions Geotechnical Engineering
Cons.ul tant
Hanover, New Harnpshire
BOSCE, 1943, Northeastern University
MSCE, 1948, Harvard University
HS in Engineering Management, 1970,
Vanderbilt U,iversity
During 1975-1980, he was a member of the us-
USSR Joint Working Group in Building for
Extreme Climates and Unusual Geological
Conditions under the US-USSR Agreement on
Cooperation in the Field of Housing and
Other Construction ·
Massachusetts
Experience ~~ gualifications Relevant to the Susitna Project:
Prior to retirement from the Corps of Engineers in February
1980, his experience background incl~ded Foundations 1 Dams,
Pavements, Materials, Soil Mechanics, Frost Effects, Arctic and
Subarctic Research and Engineering Practice, Ma:ior Civil and
Military Construction, and Technical and ResE:arch Management.
Mr. Lobacz is past Assistant Chief, Arctic Construction and
Frost Effects Laboratory, US Army Engineer Division, New
England, and past Chief, Civil Engineering Research Branch, Cold
Regions Research and Engineering Laboratory (CRREL). He worked
and traveled extensively in the cold regions of the North Ameri-
can Hemisphere and Eurasia~ Currently he is a private consul-
tant specializing in cold regions engineering for several inter-
national firms and revised Cold Regions Technical Manuals for
the Department of the Army.
• ROBERT W. (TINK) MARTIN
Job Title: Cold Regions Constructability Consultant
Work Location: Fairbanks, Alaska
Expe:r;ience and Qualifications Relevant to the Susitna Project:
R.W. MARTIN ASSOCIATES, Fairbanks, Alaska, (1981 bo Present):
Const:c:u.,ctabili ty co,nsul tant. P~rforrn const:uctabili ty rev~e'\Y'S,
develops and analyzes construct.1..on cost est.1..mates, and aud.1..ts
construction and maintenance operations for civil projects
including hydroelectric power facilities, construction camps,
ro.ads and highways, marine structures, and airstrips.
ALASKA INTERNATIONAL CONSTRUCTORS, INC., Fairbanks, Alaska,
(1980 to 1981):
Vice President, Manager of Construction. Responsible for the
overall management and direction of all construction projects
for Alaska International Constructors, Inc., the parent organ-
ization of Frank Moolin & Associates, Inc.
~ CONSTRUCTION ADVISORY' GROUP, Toronto, Canada (1979):
Member. As a me:mber of the Construction Advisory Group for the
Polar Gas Project, was responsible for civil construction esti-
mates for the Longlac Alternatives.
McKINNEY-FRANCO ENGINEERING & CONSTRUCTION CO., Fairbanks,
Alaska, (1977 to 1979):
President. Directed all engineering and construction activities
of the company, a division of McKinney Drilling Company.
Respqnsible for the completion of the reconstruction and
enlargement of the Nenana Airport at Nenana, Alaska, and the
Au·to Parking Expansion at Anchorage In·ternational Airport,
Anchorage, Alaska.
~~JESTIC WILEY CONTRACTORS, LIMITED, Fairbanks, Alaska, (1977):
General Superintendent and Construction Manage:r:.
Responsible for all construction activities.
PERINI ARCTIC ASSOCIATES, Fairbanks, Alaska, (1974 to 1977):
Assistan~ Project Manager and General Superintendent-Civil
ConstructTonfr Responsible for the scheduling and performance of
all c.l.vil-related construction activities in Section II of t.he
Trans-Alaska Pipeline project~
ROBERT W. ~ARTIN -2-
Cold Regions Constructability Consultant
GENERAL-RIVERS-STEWART, Fairbanks, Alaska (1973 to 1974):
Superintendent of Operations. Responsible for winter mobiliza-
tion north of the Brooks Range for the Haul Road construction
which included establishing the Franklin Bluff Camp and the
Atigun Pass Camp; reconstructing the Toolik Camp; construction
of the Franklin Bluff, Happy Valley, and Galbraith airfields:
and constructing a pioneer road from Toolik Camp to Galbraith
Lake, the Atigun River Bri d-s·e 1 and the winter road petween
Atigun and Deadhorse. ·
GENERAL CONSTRUCTION COMPANY, Port:land, Oregon (1964 to 1973):
Marine Superintendent. Initially served as an estimator and a
dredging superintendent for the Portland, Oregon, Division.
Later supervised all marine elforts and was responsible for the
maintenance and operation of all floating equipment. Principal
work involved pile driving and dock construction, underwater
drilling and blasting, clamshell and dipper dredging, outfalls,
pipeline and utility river crossings, riprap bank protection, •
land fills using materials excavated from underwater and placed •
in embankments on the shore, salvage work, and heavy lifts.
GENERAL-RIVERS-STEWART, Portland, Oregon, (1970):
Administrative Manag~r and Project Manager.. Assigned to the
equipment and camp mobilization effort for Section 6N of the
Trans Alaska Pipeline System road. Later served as Plant and
Equipment Manager in addition to duties as Marine Superintendent
at Po~tland. In 197lf was appointed Manager of a newly formed,
company-wide equipment division, responsible for establishing a
computerized equipment cost accounting system, the purchasing of
new equipment, the disposal of surplus equipment! and mainten.-
ance of all company equipment.
Job Title:
Work Location:
Education:
WILLIAM GEORGE NELSON
ll...rctic Engineering Consultant
East Stroudsburg, Pennsylvania
Michigan Technological University
Oregon State University, Bachelor of
Science, Mechanical Engineering
Oregon State University, ~laster of Science,
Mechanical Engineering, Minor: Physical
Oceanography
Oregon St.ate University, Doctor of Phil-
o:sophy, Mechanical Engineering, Minor:
Ai:.mospheric Sciences
Al:ctic Engineering, UAA, 3 credits
Advanced Arctic Engineering, UAA, 3 credits
Engineering Glaciology, UAA, 3 credits
Gllllam Design Short Course, Anchorage.,
Alclska, sponsored by the Timber Institute of
America., 8 hours of lecture~
Ice and Snow Engineering Short Course, Uni-
versity of Alaska, Fairbanks, April 10 and
11, 1979.
EXJ?erience and Qualifications Relevant to the Susitna Project:
1974-present .. : Nine month employment per year at UAA.. Duties
include undergraduate and graduate course instruction; lab
development, and program director for masters program in Arctic
engineering.
• Areas of private consultation during this period have
included Arctic Engineering, Mechanical Engineering, Air
Pollution Control Engineering and Energy Conservation
consultation.
• From ,June 1976 to September 1976 Dr. Nelson was employed
full-time as a permafrost engineer by the State of Alaska,
Pipeline Coordinator's Office.
WILLIAM GEORGE NELSON -2-
Arctic Engineering Consultant
• From June 1977 until September 1977, Dr. Nelson was re-
tained as a full-time consultant (40 hours per week) in
Arctic Engineering by the State of l-\~aska Pipeline Coordi-
nator•s Office.
• During winters of 1979-80 and 1980-81 Dr. Nelson served as
Technical Director for the ABSORB Oil -Ice Research
Program conducted on the Beaufo~t Sea ice cover.
Job Title:
Work Location:
Education:
Special
Qualifications:
Professional
Registration:
RALPH B. PECK
General Dam Design Consultant
Albuquerque, N.M.
C. E. , Rensselaer Polytechnic Ins·ti tute, 1934
D.C .. E., Rensselaer Polytechnic Institute,
1937
Harvard University, Graduate School of En-
gineering, April 1938 to January 1939
1974 National Medal of Science, awarded by
President Ford, September 18, 1975
Selected as One o£ Top Ten u.s. Construction
Men o£ the past 50 years, Constr. Div.,
American Society of Civil Engineers, 1975
Washington Award, 1976
Structural Engineer, State of Illinois
Professional Engineer, Illinois, Hawaii
Civil Engineer, California
Experience and Qualifications Relevant to the Susitna Project:
Member, Board of Consultants: Bonneville Dam Second Powerhouse
and Applegate Dam, Portland District, Corps of Engineers; Miami
Conservancy District, Ohio; Boruca Dam, Costa Rica; Lower
Churchill Development Corporation on Muskrat Falls and Gull
Island sites; Arkansas River Salt control Project, Oklahoma,
Tulsa District Corps of Engineers
Consultant, USBR a.nd WPRS, Stability of Slopes Downstream from
Grand Coulee Dam; Earth and Rockfill Alternates for Auburn Dam
Member, Independent Panel to Determine Cause of Teton Dam
Failure.
Other Professional Experience:
5/74 to date
12/42 to 5/74
Professor of Foundation Engineering, Emeritus,
University of Illinois
Successively Research Assistant Professor,
Associate. Professor and Professor of Foundation
Engineering, University of Illinois, Urbana
'·
IU\LPH B. PECK -2-
cGeneral Dam Design Consultant
5/42 to 12/42
1/39 to 5/42
4/38 to 1/39
67~7 to 4/38
Chief Engineer -Test,ing, HolaJ.?.ird & Roott
Mar ion, Ohio · ·· ..
Assistant Subway Engineer, City of. Chicago ·
Laboratory·Assistant,. Al:tnur Casagrande,
Cambridge, Massachusetts
Structural Detailer, American Bridge co.,
Ambridge, Pennsylvania
', ''·
-, v .,.
•;:,
:..,;
•
ROBERT F. SCHEELE
Job Title: Consultant -Aesthetic Resources
Education: Master of Landscape Architecture
1970, Harvard University
Bachelor of Science
1967, University of Wisconsin
Professional
Registration:. None
Parent Company: Private Consultant
Experience and Qualificatiop.s Relevant to the Susitna Project:
Academic Practice: The University of Michigan, School of Natur-
al Resources, Graduate Program in Landscape Architecture and
Regional Planning, Associate Professor of Landscape Architecture
1973 to present.
• Teaching responsibilities have ranged across large under-
graduate lecture courses, graduate design and construction
studios, issues seminar~e and Master's and Ph.De commit-
tees. Current portfolio includes introductory and terminal
studios for Regional and Landscape Planning concentrators,
a mid-level studio in the ~onstruction ~ngineering ee-
quence, an alternative futures discussion group, and parti-
cipation on five thesis and candid~cy com'll.itteee ..
• Recent research and practice is in the general area of
visual resource analysis. This work has a special emphasis
on developing objective measures and methods in the conduct
of scenery inventories and descriptions. Current efforts
are directed to development and application of photosimula-
tion technology in environmental assessments and land use
decision forums.
• Recent work as a member of the r.u.c.N.-Environmental Plan-
ning Commission has led to a formal agreement for conserva··""
tion planning and design services with the Direccion Na-
cional de Parques in the Dominican Republic. This is a
collaborative effort between Architecture students and
faculty at Universidad Centrale del Este and Landscape
Architecture students at the University of Michigan. Addi-
tional recent work resulted in the development of Environ-
mental Planning Guidelines in response to I.U.C.N.'s World
Conservation Strategy.
ROBERT F. SCHEELE -2-
Consultant -Aesthetic Resources
:£.ht:: UniversitJ: of Washingto_!!, Dept~ c)£ L·andscape 1\~·cnitecture,
College of Archi t.:.ecture and Urban Planning·. Vi~ji ting Assistan·t
Professor, summer 1975. Organized and managed an intensive pre·-
design summer program for beginning landscape architecture con-
centrators. Four faculty members shared teaching responsibili-
ties both on campus in Seattle and on Shaw Is.land in the San
Juans.
Washington State University, Dept. of Horticulture, College of
Agriculture.
Assistant Professor of Landscape Architecture 1970 -73
Private Consulting:
1981 to Present: USDI-Bureau of Land Management. Development
of methods in Alaska to produce visual simulations and objective
landscape descriptions. Work in Berkeley included developing
computer graphic instructional packages and critical evaluation
of the Bureau's Visual Resource Management process.
1977 to 1979: USDI-National Park Service. Participated as a
study~e~iJmember for a new area of North Carolina. Responsibi-
lities involved the design and implementation of a landscape
assessment process for the 245,000 acre Mt. Mitchell new area
proposal.
1967 to .1970: Susaki, Dawson, DeMay Assoc., Boston, MA. Work-
ed as-a project landscape architect on a full spectrum of design
and construction projects. Was project manager for a large
recreatic)nal deV'elopment pJ..an in New Hampshire, and a sculpture
plaza in Central Park, NY.
Publica·l::.ions: 11 The Mt. Mitchell Scenery Assessment," Pro-
ceedirtsrs: _our 1\lational Landscape: Apprieq
T1echnigues for Analysis and Management o~ -
the Visual Resources, u .. s. Forest Service
Genl .. Technical Report PSW-35, 1979.
"The ABC's of Cooking with the Visual Simu-
lator in Alas1>1.a 11
, Re~ources Division Tech-
nical Report BLt't; Anchorage, ·l9'7S.·
"The VIEWIT Instructional Package,11 Computer
Graphics 79, BLM, Denver, 1979.
--------.-----------------~-~-,-----.,~--...,..,....,...,.....,""""""'__...,..... _____ .,, _____ ""'1
ROBERT F. SCHEELE -3-
Consultant -Aesthetic Resources
10 Sirnulating the Visual Effects of Land Use
Change, .. The LAND, Winter, 1980, AnchorageF
AK.
"Landscape Visual Resource Description", The
Yukon-Kuskokwim Regional Plan, BLM, Anchor-'
age, Ak, 1980
11 Landscape Arc hi teats and the BLM :_ A Fron-
tier Agenda,,. Proceedings 19th ·Congress of
the International Federation of Landscape
Architects, Vancouver, British Columbia,-
can'--a-d~a--:-A~~-ugust, 1981.
"Petroleum Exploration Simulations and F5.nd-.
ings 11 in Draft, Environmental Assessment of
the Federal Oil and Gas Lease Sale -Nation-
al Petroleum Reserve -Alaska, BLM 1 Anchor-
age., August, 1981 .
.,Visual Simulations of the Anchoratge -. Fair-
banks Electrical Intertie Alaska P·ower
Authority," Technical Report, Ann Arbor,
Michigan, Oct. 1981. -
HToward Objective Visual Impact ASsessment.:
Photo simulation and an Alaskan Case Studyu,
Proceedings Third Symposium on Environmental
Concerns in Rights-of-Way Mahagement, San
Diego, CA., 1982.
•
Job Title:
Work Location:
Education:
Special
Qualifications:
Professional
Registration_:
MARSHAIJL L. SILVER
Dynamic Analysis Consultant
Highland Park, Illinois
University of California at Ber~eley1
Ph.D. Civil Engineering
University of California at Berkeley1
M.S. Civil Engineering
University of Colorado;
B.S. Civil Engineering
Consultant to many universities, govern-
mental agencies and co:ti~Ul ting £inns on
experimer1tal soil mecha::::~ .. cs and has provided
them with specialized test equipment, 1969 -
date. ·
Illinois
~xperience ~~ Qualifications Relevant to the Susitna Project:
Dr. Silver is engaged in undergraduate and graduate teaching in
the Soil Mechanics Curriculum and in the development of the
undergraduate, graduate and research Soil Mechanic Laboratories
at the University of Illinoi~ a.t Chicago Circle. In addition to
research on transportation noise and vibration measurement an.ii
abatement, he is engaged in funded research on geotechnical
testing methods~' dynamic stress-strain properties of soils and
dynamic strength of soils.
Dr. Silver has been a consultant on experimental soil mechanics
to many consulting firms, governmental agencies and universi-.
ties, both in the USA a.r1d abroad. He has also designed and
provided dynamic soil test equipment to such organizations.
Dr. Silver has been involved in dynamic testing programs associ-
ated with many nuclear power plants. Some of these nuclear
power plants being Enrico Fermi (Michigan); Clinton (Illinois);
Quanicassee (Michigan); Marble Hill {Indiana); Byron Station
(Illinois) and Braidwood (Illinois).
He has also been involved in dynamic soil testing programs for
dams such as Cerron Grande (El Salvador}; Guri (Venezuela); and
Ascot (California}.
Dr. Silver is involved in tunneling research both for soft
ground and for rock.
HOME OFFICE· SUPPORT
'"" iw :::: :=>
.(I) w a:
•
Job Title:
WorK. Location:
Education:
Special
Qualifications:
Professional
Registration:
Parent Company:
ICO
UMESH CHANDR~
Lead Seismologist
Anchorage/Greensboro, North Carolina
St. Louis University -Ph.D. Geophysids
1969
(A Fulbright studen~ under a program
sponsored by the U.'S. Department of Sta.te
through the u.s. Educational Foundation in
India)
Dissertation: Analysis of body wave spectra
for earthquake energy determination
Banaras Hindu University -M.Sc. Geophysic -
1963
p.G.D. Spectro-
scopy -1962
B.Sc. Mathe-
matics -1961
Dr. Chandra has over eighteen years
experience in seismology, tectonics, and the
development of seismic design criteria for
critical structures.
None
Ebasco Services, Incorporated
Experience and Qualifications Relevant to the Susitna Project -.
1978 -Present: Dr. Chandra is currently Senior Principal
~e1smolog1st within the Earth Sciences Group of Ebasco Services.
In this capacity he has served as principal investigator in
charge of seismic and earthquake engineering investigations for
the selection of the :f.ir;st nuclear p"wer plant site in Greece,
" seismot.ectonic investigation for the siting of Philippine
nuclear power plant at Napot Point, Bataan Peninsula;
preparation of Final Safety Analysis Rept.:>rt for the Shearon
Harris Nuclear Power Plant; geotechnical investigation for the
Nuclear Ener,gy Center Study -Phase III for the Southern States
Energy Boardr seismic design for a synthesis gas demonstration
UMESH CHANDRA
Lead Seismologist
-2-
f. pla~t, W. R. Grace/DOE, and for an energy industrial complex for
the Arkansas Power and Light Company.
1974 = 1978: As project seismologist for Dames & Moore, Dr.
Chandra conducted seismic risk analysis for the construction of
critical facilities such as nuclear power plants, dams, bridges,
and hospitals. Representative projects included siting study
for a nuclear power plant in central and southern Iraq; expert
testimony before the Atomic Safety and Licensing Appeal Board in
a seismic show cause issue on the "Capability of the Ramapo
Fault 9 ; monitoring of a microearthquake network in North Anna,
Virginia; seismic risk evaluation for a coal gasification plant
at Ownesboro, Kentucky, and for a Veterans Administration
hospital in Ri.chmond, Virginia.
1~71 -1974: University o·f Western Ontario, London, Ontario,
Canada Visiting Assistant Professor/Post Doctoral Fellow
involved in research and teaching in geophysics. The courses
taught included: 2nd year seismology, Fortran IV programming,
4th year comm1..1nications theory, geophysics seminars ..
1970-1971: University of British Columbia, Vancouver, B .. C.,
Canada visiting Assistant Professor involved in research and J
teaching in geophysics. The courses taught included a graduate
course in seismology, and some undergraduate tutorials involving
problems in 2nd year physics, 3rd year waves and seismology, and
3rd year physics of the earth.
1969 -1970: University of California, Berkeley, California
Research Sesmologist ~barged with supervision of the station
staff and students in the interpretation of seismograms,
supervision of the production of Berkeley Station Bulletins,
development of new methods of interpretation and data
processing, and interfaces with the press and local agencies on
the recording of earthquakes and local seismicity.
1966 -1969: Saint Louis University, St. Louis, Missouri
Research Assistant; Graduate studies leading to a Ph.D. degree
in geophysics.
1963 -1966: University of Roorkee, Roorkee, U.Po, India
Research Fellow/Lecturer; Research and teaching in'seismology.
Client References:
Projec't. lqame: Grant Lake, Alaska
Alaska Power Authority
334 West Fifth Avenue
• UMESH CHANDRA
Lead Seismologist
~3-
Anchorage, Alaska 99501
Mr. Eric A. Marchegiani
Project Name: Shearon Harris Dams, North Carolina
Carolina Power & Light Company
336 Fayetteville Street
P. o. Box 1551
Raleigh, North Carolina 27602
Mr. T. H. Wyllie, Manager Construction
{919) 836-6111
Project Name: Battelle Memorial Institute
505 King Avenue
Publications
Columbus, Ohio 43201
Dr. R. W~ Klingensmith
(414) 424-7478
Chandra, u. (1969) Analysis of body wave spectra for earthquake
energy determination, Ph.D. Thesis, Saint Louis University
Chandra, u~ (1970} Analysis of body wave spectra for earthquake
energy determination, Bull. Seism. Soc. Am., 60, 539-563.
Chandra, u. (1970) The Peru-Bolivia border earthquake of August
15, 1963, Buil. Seism. Soc .. Am. 60, 639-646.
Chandra, u. and A. Qamar (1970) Earthquake and the registration
of earthquakes from January 1, 1969 to June 30, 1969, ·
Bulletin of the Seismographic Stations, University of
California, Berkeley, 39, 1-89.
Chandra, u. (1979) Attenuation of intensities in the United
States, Bull. Seism. Soc. Am., 69, 2003-2024.
Chandra, u. (1981) Different magnitude-epicentral intensity
relations and estimation of maximum ground acceleration,
Proceedings of the International Conference on Recent
Advances in Geoteehn~cal Earthquake Eng~neerTng and Soil
Dynarn~cs, St. Louis, M~ssour~, U.S.A., April 26 -May 3,
1981, vol. _!, 545-550.
Chandra, u. (1981) Moderator's Report on "Numerical Methods in
Geotechnical Earthquake Engineering", Proceedings of the
International Conference on Recent Advances in Geotechiiical
Earthquake EngineerinS, and SOil Dynam~cs, st:-Louis,
Missouri., u.s.A., April 26 -May 3, 1981, vol. III, 1267-
1269.
l
UMESH CHANDRA
Lead Seismologist -4-
Chandra, u. ( 1981) Discussion ... on i) "On Surface Waves in a
Gibson Half-space" by I. vardoulakis and v. ~?ugalis, ii)
"Analysis of Stresses in Seismically Induced Shallow Slope
Failures•• by L. E. Vallejo and L. M. Peszek, and iii) ·
"Seismic Response· of Subsurface Ground with use of Measured
lln<:]erg~<?und Acce~~~~tio~~·,. Proceedin~ of the International
Conference on Recent Advances 1n Geotechnical Earthquake
Eng1neer1ng and so1I Dynamics, St. Lou1s, ~11ssouri, u.S.A.,
.April 26 -May 3, 1981, vol. III, p. 1271.
j} -.. )\.
Date of Birth:
Citizenship:
Degrees:
Professional
Registration:
Professional
Societies!
Professic>nal
E.~erience:
February 1968
to Date:
FRANKLIN G. DE FAZIO
Head, Hydraulic Design Section
August 6, 1939
U.S.A.
Master of Science in Hydraulic Engineering
{Minor: Applied Mathematics)
1965, University of Colorado
Bachelor of Science in Civil Engineering
1961, Ohio University
Professional Engineer -Illinois
American Society of Mechanical Engineers
Ex-Chairman: Fluid Transcients Committe of the
Fluids Engineering Division of ASME
Inte.rnational Association of Hydraulic Research
Tau Beta Pi
United States Committee on Large Dams
Harza Engineering Company, Chicago, Illinois -Asociate
1978.
Harz a Engineering Company, Chicago, .Illinois.
Head, Hydraulic Design Section. Responsibilities
include supervis~on of engineers preparing conceptual
and final hydraulic designs of structu.:t::es and equipment
used for flood control ( 15 projects) ; ri.-:rer diversion
(12 projects); fish transport (3 projects); hydropower
and steam power generation (40 projects); pollution
abatement (11 projects); municipal and i .. ndustrial water
supply (13 projects); irrigation supply and irrig·ation
drainage (11 projects) and river navigation (2 projects).
Additional re;::;ponsibilities include instrumentation of
existing structures and equipment to evaluate their
hydraulic, structural and mechanical performance.
Yacyreta Project, Argentina and Paraguay. Supervised
review, analysis and design of hydraulic structures
including: two dimensional and comprehensive models of
55,000 m3/s main and 40,000 m3/s auxiliary spillways,
fish facilities, navigation locks {27 m x 280m, 18 m
lif't), and river di1Yersion and closure schemes.
FRruiKLIN G. DE FAZIO - 2 -
Head, Hydraulic Design Section
February 1968
to Date:
(Cont'd .. )
November 1965
to February 1968:
Guri Project, Venezuela. Supervised design and model
studies for 50 meter raising of 30,000 rn3/sec .. spillway
in 9 stages. Supervised development of design criteria
for spillway aeration ramps using physical and mathemat~cal
model studies.
Project Manager.., Montezuma Ptnnped-Storage project,
Arizona: 500-MW underground power/pumping station;
1700 feet rated head; 4800 feet of tunnels; 2,800,000
cubic yards of dikes. Preliminary design studiest
project cost studies and project scheduling.
Proj eat Manager, Monroe Cou.11ty Pollution Abatemen·t
project, New York: Special consulting services to
provide hydraulic design of drop shafts to tunnels
with 60 cfs to 1000 cfs capacity. Provide hydraulic
transient analyses for design and operation of 10 miles
of tunnels. Preparation of contract drawings for drop
shafts~
Project Manager, Smith Mountain Pumped-Storage Expansion, ·•
Virginia: 100-MW additional pump-turbine unit., Supervised
instrumentation of 200 feet existing arch dam to obtain
structural dynamic response to transient hydraulic loads.
Preparation of exhibits for the }"~ederal Power Cormnission
license amendment, preparation of pump-turbine and generator
specifications, and feasibility study to remove and replace
existing fixed in place trashrack with a movable trashrack.
Prepare data collection program on 4.5 miles of river down-
stream of project subject to flow reversal and analysis of
data to determine effect of plant expansion on river levels.
Project Manager, Smith Mountain project, 1974, trashrack
modification program. Superviserl preparation of trashrack
design to modify existing 60 feet high pump-turbine trash-
rack struct~res 180 feet below reservoir surface. Supervised
hydraulic vibration analyses, preparation of contract
drawings, and review of fabrication drawings.
Harza Engineering Company, Chicago, Illinois.
Hydraulic Engineer and Engineering System~· Analyst.
Developed and implemented computer programs for design
analyses and simulation of hydraulic conve~ances. Prepared
hydraulic design memorandum and hydraulic design of penstocks,
FR'l\NKLIN G. DE FAZIO - 3 -
Head, Hydraulic Design Section
November 1965
to February 1968:
(Cont' d.)
June 1961
to November 1965:
Technical Papers
and Articles:
August 1981
~0847
tunnels, gate control stJ:;"uctures and spillwayse Also
served as a computer systems advisor for selection of
Harza computer facilities and for implementation of
civil, electrical and mechanical engineering computer
programs ..
Department of Interio:r;, Office of Chief Engineer,
Bureau of Reclamation, Denver, Colorado.
General Engineer. TecP~ical Analysis Branch of the
Design Division. Developed a proficiency in the
analysis of hydraulic transients for design of penstocks,
tunnels, hydraulic machinery, pressure and open channel
irrigation systems, and water distribution systems.
Developed earthquake loadings for dams and towers.
Pioneered a..11.d developed Bureau's computer programs for
waterhammer and surge analysis.
Civil Engineer. Part:tcipated in the Chief. Engineer• s
training program which included working in ths Design,
Planning, Computer and Hydraulic L~oratory .Divisions.
Duties included operation of hydraulic models~ developing
design floods for rivers, analysis of sediment transport
in Colorado River, writing computer programs for stress
analy?eS Of hydraulic turbine parts. Duties also included
operation of structural models for obtajning stress or
strain measurements.
"Electrical and Hydraulic Characteristics of Pumped
Storage Plants," American Power Conference, April 1978.
"Analytical and :E"ield St.udies of the Intake Gates of
Mossyrock Dam," presented at the Annual Hydraulic Division
Conference of ASCE, ~ugust, 1971.
nopen-Channel Surge Simulation by Digital Computer,"
Journal of Hydraulics Division, ASCE, November, 1969.
nTransient Analysis of Variable-Pitch Turbines,"
ASME Winter Annual Meeting, November, 1966. Paper
No. 66-WA/FE-19.
"Design Analysis of Waterhammer at the San Luis Pumping-
Generating Plant," ASME International Symposium on
Waterh~mer in Pumped-Storage Projects, November, 1965.
Date of Birth:
Citizenship:
Degrees:
Languages:
Professional
Registration:
Professional
Societies:
Professional
Activities:
September 1973
to Date:
P!_JR J.. DONALEK
Sen.:tor Electrical Engineer
April 9, 1939
U. S. A.
Master of Arts. in Mathematics
1973, University of Toledo, Ohio
Master of Science in Electrical Engineering
1970, University of Pennsylvania, MOore
School of Electrical Engineering, Philadelphia
Bachelor of Science in Electrical Engineering
1961, University of Illinois, Urbana
English, Portuguese (speaking and reading knowledge),
Spanish, and French (reading knowledge)
Professional_.Engineer -Illinois
Institute of Electrical and Electronics Engineers
The Mathematical Associatj~~ of America
Society for Industrial and ~pplied Mathematics
Western Society of Engineers
Chairman, IEEE Task; Force on Discrete Supplementary
Controls for StabD~ity (DISCOS). Task Force is
studying a class of discrete, power system controls
that enhance system dynamic performance during
periods of major system disturbance.
Harza Engineering Company, Chicago, Illinois.
Senior E,1,ectrical Engineer.. Utili ties Division,
Transmission and Distribution Systems Planning
Depart~eilt. Responsible for development of short
and ~Jng range system eXpansion plans and determination
of de: sign param.e ters for transmission lines and
substations.. Analytical techniques include load
flo"i, stability, short circuit, economic conductor
selection, and transient·network computer programs.
Computer programs are developed for special problems.
Project Manager for stucy of the application of the
principle of Coal by Wit:e to coal fields of the
United States. The study included the planning of
an extensive 765-kV transmission network.
PETER J. DONALEK -2-
Senior Electrical Engineer
September 1973
to Date:
(Continued)
Project Manager on study of Electric Utility interface
requirements of the Solar Power Satellite. The ~~~k
required analysis of transmission system req~irements
associated with 5,00Q-MW capacity sou.rces. Client
was Argonne National Laboratories.
Lecturer on transmission system planning and related
topics .for the International Atomic Energy Agency
Nuclear Power Training Program at Argonne National
Laboratory, 1977, 1978, and 1979.
Prepared system planning report for 500 kV transmission
line initially operated at .220 kV for the Water and
Power Development Authority of Pakistan\> This work ·:'
included analysi~~ of local flow and stability calcula-
tions. Carried out Transient Network }.nalyse::;
studies for the Gatti-Multan and Multa11....:Guddu trans-
mission lines.
Responsible for evaluation of tr~nsmission system
expansion plans of an electric utilft-y~ystem involving
voltages through 500 kV.
Developed under frequency load shedding system for
El Salvador bulk power transmission system.
Prepared transiD.ission and substation expansion plans
for nationwide systems in South and Central America"
The systc~ includes hydro, gas turbine, and geothermal
generation.
Developed a twenty-five year expansion plan for the
345 kV transmission system of the Republic of South
Korea. The recommended expansion plan inter-connected
present and future generating plants, both conventional
and nuclear steam plants as well as conventional and
pumped-storage hydro. This required the use of load
flow, short circuit and stability analysis.
Electrical Design Division.. Prepared evaluation of
battery system alternative to underground pumped-
storage hydro for use ia a Federal Power Commission
license application.
PETER J. DONALEK -3-
Senior Electrical Engineer
.SeptembE~r 1973
to Date::
(Continued)
June 1971
to September 1973:
March 1969
to June 1971:
September 1965
to August 1968:
¥...arch 1963
to June 1965:
June 1961
to March 1963:
Prepared detailed technical specificatioM for 230
kV oil minimum circuit breakers.
Prepared preliminary design and cost estimates for
electrical portion of various pumped-storage and
hydroelectric generating stations up to ·9,600-MW
capacity. ·
Prepared and evaluated alternat' ., ·~ arrangements,
including cost estimates, for l::i substations at
voltages through 765 kV.
Formulated and analyzed alternative electric systems,
motor starting methods, and auxiliary electrical
equipment requirements for pumpi.ng stations, up to
20D-MW, for the Chicago Tunnel and Reservoir Projec·t.
University of Toledo, Tolado, Ohio.
Graduate ·reaching Assistant. Taught undergraduate
mathematics courses while working on Masters Degree.
Spring Garden College, Philadelphia, Pennsylvania.
Assistant Profes~or. Taught introductory courses in
electro-mechanics and electrical power systemsJ and
utilized the AC Network Analyzer as a teaching aid.
Many students were from electric utilities and
electrical manufacturing companit.~s.
Sargent & Lundy Engineers, Chicago, Tilinois.
Electrical Engineer. Electrical Analytical Section.
Performed electric power system design studies
includi.ng analysis of substation short circuit and
relay problems.
United States Peace Corps Project, Brazil.
Electrical Engineer and Designer for rural electrification
projects in the San Francisco River Valley. The
work was done in conjunction with the Brazilian
government agency Comissao do Vale do Sao Francisco,
.similar to the U.S. Bureau of Reclamation.
Westinghouse Electric Corporation, Baltimore, Maryland.
Field Service Engineer.
PETER J. DONALEK -4-
Senior Electrical Engineer
Technical Papers
aud Articles:
Publication:
June 1982
22.186
nA Description of Discrete Supplementary Controls
for Stability," Co-author IEEE paper F 76 626-.2,
1976.
uuse of The AG Network Calculator as a Pedagogical
Aid," Masters Deg:ree Thesis') 1970.
"Preliminary estimates of characteristics and. costs
for Electrical Equipment in Hydroelectric Powerplants,"
GO author, paper presented at 1982 American Power
Conference, Chicago, Illinois. n
\.
,.
~··
Date of Birth:
Citizenship:
Degree:
Language:
Professional
Registration:
P.rofessional
Society:
October 1975
to Date:
July 1969
to October 1975:
October 1957
to July 1969:
RICHARD i-1., FAZALARE
Division Head -.t4echanical Branch
November 15, 1925
U,. S. A.
Bachelor of Science in Mechanical Engineering
1957, Chicago Technical College
English
Professional Engineer -Wisconsin
American Society of Mechanical Engineers
Harza Engineering Company, Chicago, Illinois.
Head, Hydraulic Machinery Division. Responsible
for all aspects of hydraulic machinery relative to
selection, specifying, procurement, revie't'l of designs,
shop inspections, commissioning and testing, for all
Harza projects.
Harza Engineering Company, Chicago, Illinois.
Head, Hydraulic Machinery Department. Responsible
for selection of hydraulic machinery, preparation of
technical specifications, cost estimates, bid analyses,
review of manufacturers' designs, shop inspections,
\titness of model test, and commissioning of the
hydrau.lic machinery.
Harza Engineering Company, Chicago, Illinois.
Specialist, Hydraulic TUrbines. Responsible for
preliminary selection of hyqraulic turbines, including cost
estimates; establishing outline dimensions and other
parameters required for technical specifications,
and powerhouse layout. Drafted technical specifications
for hydraulic turbines, governors, and valves.
Analy:z.ed bids and prepared recommendation for contract
award. Reviewed ~i!nufacturers~ designs and performed
shop and field inspections including model testing
and investigation of field operating problems.
Participated in the start-up and testing programs of
hydroelectric plants.
. .
RICHARD W. FAZALARE -2-
Division Head .... Mechanic~l Branch
"~···October 1957
to July 1969:
{Continued)
April 1956
to October 1957:
May 1954
to April 1956:
May 1952
to May 1954:
The preceding functions involved 30 major projects
which were either in operation or under construction.
These projects included 39 Kaplan turbines, 44
Francis turbines, 9 Pel ton turbines, a.11d 8 pump-
turbines of the reversible Francis type. These
units provided a total plant rated capacity in
excess of 16,550 MW. Some of the most recent a~d
noteworthy include the equipment for the Bath County,
Cerron Grande, Guri-II, Mossyrock, Reza Shah Kabir,
Finchaa, Wanapum, Markland, Seneca, Yacyreta, san
Lorenzo, San Agaton (Uribanta Capara), Nispero and
Mayfield Projects.
In conjunction with shop inspections and model tests
of hydraulic machinery, the facilities of the world's
major hydraulic machinery manufacturers' shops,
hydraulic laboratories and foundries wel:'e visited;
namely: Allis-Chalmers, Baldwin-Lima-Hamilton,.
Newport News, Erie Forge, Willamette Iron ~id Steel,
Dominion Engineering, Canadian Allis-Chalmers,
Hitachi, Toshiba, Mitsubishi, Neyrpic, Bell and
Escher Wyss, George Fischer, and Kobe Steel foundries.
Harza Engineering Company, Chicago, Illinois.
Layout of powerhouse piping systems. Responsibilities
included preparation of mechanical auxiliary equipment
technical specifications, review of manufacturers'
designs of powerhouse auxiliary equipment, preparation
C·t design and construction drawings for turbine
draft tube gates, and preparation of design and
construction drawings of highway bridges and railroad
bridge for the Illinois Tri-State Toll Road.
Bextman Electric Company, Chicago, Illinois.
Engineer. Development Department, Test Lat: ~'ratory.
Duties included design and testing of universal
electric motors for domestic appliances. Tested
domestic appliances for useful life, capacity,
efficiency, noise, safety features, finish wear test
and physical effort tests. Responsible for the
design and fabrication of required test apparatus, and
analysis of design. and testing of competitive products.
Union Special Machine Company, Chicago, Illinois.
Engineering Branch, Development Division.
Duties included. detail and design of industrial
textile machine parts. Redesigned existing machine
elements.
.,
RICHARD W. FAZALARE -3-
Division Head -Mechanical Branch
March 1948
to May 1952:
January 1943
to March 1945:
Technical
Papers and
Articles:
August 1978
27227
Union Special Machine Company, Chicago, Illinois.
Responsibilities included centrifugal casting
of intricate machine elements by investment casting
process; general machine shop work, preparation of
pattern molding dies, and setting up dies on production
machines.
Bethlehem Steel Shipyards, Baltimore, Maryland.
Apprentice Marine Electrician. u.s. Navy, Small
Boats Coxswain, Amphibious Forces, Atlantic Fleet.
Seneca Pumped-Storage Power Plant:
"Description of Hydraulic Hachinery .. "
' '
Job Title:
Work Location:
Education:
Special
Qualifications:
Professional
Registration:
Parent Company:
JOHN J" HEALEY
Lead Seismic Engineer
Anchorage/New York
Manhattan College: BCE 1 Civil Engineering -
1962
University of Illinois; MS 1 Theoretical and
Applied Mechanics -1963 r'
Over nineteen years of experience in Civil
Engineering with emphasis in the area of
earthquake engineering.
Professional Engineer -New York
Ebasco Services Incorporated
Experience and Qualifications Relevant ~ the Susitna _?roject
1978 -Present: Dr. Healey is currently Consulting Civil
Engineer in the Civil Consulting Department of Ebasco Services.
Responsibilities have included design and analysis studies for a
wide variety of buildings 1 special structures 1 power plan·ts,
industrial and military facilities; project review, failure
investigations and development of remedial measures for
structures subject to seismic, wind, blast, thermal, vibratory
and missile impact loads; dev'elopment of design criteria for
structures subjected to conventional and extreme dynamic loads;
and siting and site evaluation studies and reports for power
plant facilities.
• Project Consulting .Engineer for the following projects :
Philippine Nuclear Power Plant with overall responsibility
for the hydrological, seismological, geological and
geotechnical aspects of site investigation, safety analysis
report preparation and defense; the Seismic Building
Response Study for the USNRC-·sponsored Seismic Safety
Margins Research Program at the Lawrence Livermore
Laboratory; Analysis of reactor structures and components
for LOCA-related loads at various nuclear plants; Seismic
review (seismology, geotechnical and structural) on a major
stadium project in Greece.
JOHN J. HEALEY -2-
Lead Seismic Engin~er
• Other consulting assignments on a wide range of topics have
incl-uded a liner study for a circulating water system; the
development of a site quality control testing program;
stress, stability and seismic analyses of dams; civil
engineering input to waste management projects; analysis of
a cable-supported radio telescope structure; study of
structural criteria, alternative design concepts and design
review for turbine-generator pedestals.
• Prior to joining Ebasco, servad as Project Engineer for an
extensive program of analytical an.a. experimental studies
for the u.s. Army (Picatinny Arsenal) and u.s. Navy to
develop loading data, design criteria and computational
procedures for containment, protective and conventional
buildings subjected to explosive blast and missile impact
effects. Conduct.ed dynamic soil-structure interaction
analyses on Safeguard ABM structures to determine overall
response and interior shock environment for combined
airblast and g.round motion.
As a Consul tani: to the World Bank and the Government of
Bangladesh, re~Jponsible for a comprehensive program of __
inspection, construction supervision, soil investigation,
design review and remedial constru0~ion for a series of
cyclone shelters i:1 the coastal areas of Bangladesh.
Project Structural Engineer for design and construction of
sixty warehouse structures throughout Bangladesh (USAID).
Ivlonitored research projects sponsored by the steel
industry, provided staff support and liaison with industry
research committees, developed results into design criteria
and analytical methods, prepared technical reports and
industry-wide steel standards and design aids.
Client References:
Project Name: Philippine Nuclear Plant Unit #1
National Power Corporation
Nuclear Power Department
Port Area, Manila, Philippines
Mr. Jose Torres
Tel. 011-63-47-21-41
Project Name: Seismic Safety Margins Research Program-
Seismic Building Response Review
Lawrence Livermore Laboratory
P. o. Box 808
Livermore, CA 94550 j
JOHN J. HEALEY
Lead Seismic Engineer -3-
Dr. Ting Lo
(415) 427-1100
Project Name: 1.\'Ianufacturing Plant and Offices
Oak Ville, Ontario
Wella Corporation
524 Grant Avenue
Englewood, NJ 07631
Dr. George Megerle
(201) 569-1020
Date of Birth:
Citizenship:
Degrees:
Languages:
Professional
Registration:
May 1972
to Date:
TEH-HONG HSU
Hydraulic Engineer
September 3, 1934
U. S. A.
Master of Science in Civil Engineering
1967, Utah State University
Bachelor of Science in Hydraulic Engineering
1958, National Taiwan University
English, Chinese, knowledge of German
Professional Engineer -Illinois
Harza Engineering Company, Chicago, Illinois.
Hydraulic Analysis and Design Division. Advanced
Structures and Hydraulics Branch. Duties include
development of dimensionless-homologous turbomachinery
characteristics, studies of hydraulic transient from
unit operations and valve stroking, design of surge
tank.and preparation of design memoranda. Responsibilities
include waterhammer analyses of: 1700 MW~ 1030 ft.
head units of Stony Creek Pumped-Storage Project;
2100 MW, 1260 ft .. head uni.ts of Bath County Pt1mped-
Stbrage Project; 6100 MW, 140m head units of final
stage expansion of Guri Hydroelectric Project; 400
hp pumps of Behbehan Irrigation Project; 270 MW, 90
m head unit of Hrauneyjafoss Hydroelectric Project;
110 MW, 200ft. head unit of·Smith Nountain Pumped-
Storage Project; 27,000 ft. long tunnel, 18 pumps of
Chicago Tunnel and Reservoir Plan sewage project;
460 MW, 350 m head and 7500 m long tunnel of Uribante
Hydroelectric Project; 180 Mtv, 425 ft. head unit of
Tarbela Hydroelectric Project; 80 MW, 90 ft. head
units of Kootenai Hydroelectric Project; 1500 Mtv,
1800 ft. head units of Brumley Gap Pumped-Storage
Project; 1500 MW, 1000 m head units of Northern
Illinois undergrou.nd pumped-storage project; 300 W'l
1 30m head units of San Lorenzo Hydroelectric Project.
Duties also include design of various types of
spillway; design of retaining wall; computation of
pressure profiles; and hydral.llic design of sediment
dam and two-way riser spillway of Bath County,
principal drop inlet spillway and emergency unlined
earth spillway of Meigs Mine, Ohio, 50 cfs, two-way
TEH-HONG HS!J
Hydraulic Engineer
Hay 1972
to Date:
(Continued)
August 1971
to May 1972:
April 1964
to May.l971:
-2-
riser spillway of Fly Ash Dam, Ohio and Guri spillw·ay
pressure profiles and retaining wall.
Performed hydraulic des:i;gn of powerhouse tailrace
channel, and urban sewer and flood control :3ystem$.
Responsibilities include~ design of 37,000 m /s Gu:C:i
Powerhouse II tailrace c!hannel, hydraulic design of
38,000 cfs Bath County Lower Reservoir tailrace and
stilling basin, design of 1250 cfs retention basin
Ogee Spillway and 15000 ft sew·age conduit and flood
channel of 1-lest Branch Upper DuPage River.
Responsible for designing and developing computer
programs for engineering application, implementati,on
and documentation of data and program files, and
application of computer graphic techniques. Dutie:s
include problem definition, engineering analysis a.nd
program development, input/output devices ··. :"-ocati.on,
fiie creation, storage process and retriev~_,, and
system control language execution (UNIVAC 1100
Series Executive Systems 2 and 8).
Harza Engineering Company, Chicago, Illinois.
Foundation, Soil Mechanics, ~nd Geology Division.
Duties included hydrological studies and design
studies of the drainage system for an overland
conveyor. Prelinlinary designs and layouts of earth
dams and dikes. Design of drainage channel to
relieve existing suburban storm drainage system.
Agricultural Research Service, Soil and Water
Conservation Division, United States Department
of Agriculture. In charge of a research project for
studying the uplift action of a flexible impervio11s
membrane anchored along the edges. Responsibilities
included review of literature, design of the experim~ental
layout, and supervision of the construction of a 20
ft. high wind tunnel model. Conducted the e~eriment
and analyzed the data by using the cowputer Fortran
program. During the same period, pursued graduate
study leading to the Ph.D. program at Utah State
University on a part-time basis. Courses included
advanced fluid mechanics and advanced applied mathematics.
Study of a program to evaluate the effectiveness of
permeabilities for sixteen types of earth lining )
canals. Duties involved data collection and statistical .
analysis, and preparation and writing of final
report.
TEH-HONG HSU
Hydraulic Engineer
~Tpne 1963
to'$eptember 1963:
January 1963
to June 1963;
October 1958
to November 1992:
June 1957
to September 1957:
June 1956
to September 1956:
Technical Papers
and Articles:
October 1979
36341
-3-
Graduate Research Assistant to Professor Jerald E.
Christiansen of Civil Engineering Department, Utah State
University. Performed evaporation study for plants
in Great Salt Lake Basin, Utah.
Attended Utah State University for graduate study.
Water Resources Planning Commission! Ministry of
Economic Affairs, Taipei, Taiwan, China. Junior
Engineer. Participated in the planning of multi-
purpose development for Choi-Shui River Basin Project.
Duties included detennination of water requirements
of rice, sugar cane and miscellaneous crops, planning
optimum water use by the application of rotational
irrigation technique and by scheduling regional and
seasonal crop patterns. Redesigned the water conveyance
system by lined concrete on the existing earth
canals to reduce seepage loss.
Taiwan Provincial Water Conservancy Bureau, Taipei,
Taiwan. Engineer-in-Training. ~\Tor ked on analysis
~1 rainfall hydrology.
': 1
Surveying of arable land areas along Taiw·an' s
west coast.
Unpublished thesis "Evaluation of Earth Linings
for Seepage Control," Utah State University Library.
Date of Birth:
Citizenship:
Degrees;
Languages:
Professional
Societi.es;
Professional
Registrations:
August 1977
to Date:
November 1974
to July 1977:
RODNEY J. HUANG
Geotechnical Engineer
February 20, 1941
U •. S. A.
Doctor of Philosophy in Soil Engineering
1971, Iowa State University
Master of Science in Soil Mechanics
1968, University of Rhode Island
Bachelor of Science in Civil Engineering
1963, National Taiwan University
English, Chinese, Taiwanese, and knowledge of
Japanese
American Caramic Society
American Society of Civil Engineers
Society of Applied Spectroscopy
Professional Engineer -Taiwan and Wisconsin
,, ,,
Harza Engineering Company, Chicago, Illinois.
Senior Geotechnical Engineer. Responsible for planning,
coordina·c:ing, supervising, and directing the work of
engineers and technicians on the analysis of embankment
dams for Guri and Bath County Projects. Duties also
include development of new or improved techniques
and procedures utilizing advanced numerical methods.
The studies have included the following:
For the Guri Hydroelectric Project: responses and
stability of embankment dam under static and seismic
loadings, and internal seepage and stability.
For the Bath County Pumped-Storage Project: static
and dynamic analyses of upper and lower dams, and
stress and strain analyses of upper dams.
For the Tavera Bao Hydroelectric Project: core
cracking.
Harza Engineering Company, Chicago, Illinois.
Soils Engineer. Soils and Foundations Division.
Group Leader. Duties included the use of highly
technical analyses for various aspects of Guri
Project, Venezuela, S.A. Responsibilities included
supervision of design, computation, and drafting
work.
RODNEY J. HUANG
Geotechnical Engineer
-2-
November 1974
to July 1977:
(Continued)
November 1973
to October 197 4:
October 1972
to October 1973:
May 1971
to October 1972:
1965
to 1966:
Technical Papers
and Articles:
Duties also included use and supervision of the most
modern analytical techniques that include blasting
vibrations~ soil structures interaction, core cracking,
settlement, slope stqbility, and internal seepage
studies by conventioj~al and finite eli~ment methods.
Dames and Hoore, Park Ridge, Illinois.
Staff Engineer. Assignment on various fossil and
nuclear power plant projects included Clinton Project,
Illinois; Pittsburgh Project, California; ta Salle
Project, Illinois; and Offshore Generating Stations;
New Jersey. Duties included analysis and report
write-up on slope stability, settlement (including
secondary consolidation), pile foundation design and
liquefaction potential studies due to earthquake and
storm-wave actions, and field exploration supervision.
University of California, Berkeley, Calj_fornia.
Assistant Research Engineer. Research contracted
ort lunar soil mechanics and shale slaking investigations.
Ex?erience also included studies in astronomy and
landslide phenomena.
Iowa State University, Ames, Iowa.
Research Associat~. Resf~arch conducted on composite
material studies. Exper:iences included soil/solid
strength structure relations, material surface.
energy, etc.
National Taiwan University, Taipei, Taiwan.
Teaching Assistant (full-time). Taught soil
mechanics lab, and assisted in te~.ching soil mechanics,
foundation engineering, architecture, and construction
methods.
Authored and/or co-authored more than twenty-
five papers and reports. Listed below are only
a few of the most recent articles.
Articles in Journals:
'~ew Rheological Model for Soil Behavior," (with F.
Komanmura) Proceedings of American Society of Civil
Engineers, .Journal of the Geotechnical Engineering
Division, Vol. 100, GT. 7, pp. 807-824, 1974.
·~eathering of Asphalts as Characterized by FMIR
Technique:," (with D. Y. T..~ee) Journal of Applied
Spectroscopy, 27(6), pp. 435-440, 1973.
:;
)
RODNEY J. HUANG
Geotechnical Engineer
Technical Papers
and Articles:
(Continued)
July 1979
36503
'Micro Pore Size Analysis of a Friable Iowa Loess,"
(with T. Demirel) Highway Research Record No. 429,
pp. 1-13, 1973.
"Calculation and Interpretation of Free Energy of
Wetting of E-plass by Vapors," (with T. Demirel and
T.,-D. 11cGee) Journal of the American Cere.nd.c Society,
56(2), PP• 87-91, 1973.
'~valuation of Embankment Dams by Finite Element
Method," (with W. Y. Shieh) to be published in the
ASCE Specialty Conference Proceedings, Seventh
Conference on Electronic Computation, St. Louis,
1979.
''Investigations of the Guri Embankment Darns under
Seismic Loading," with E. Carrera, W. Y. Shieh, and
D~ E. Kleiner, to be published in the Proceedings
of the 13th Congress of Corpe Dams, New Delhi, 1979 • .
"Stability Evaluation of Earth Dams Under Earthquakes,"
with W. Y. Shieh and D. E. Kleiner, submitted to the
International Symposium on Soil Under Cyclic and
Transient Loading for consideration of publication
in the conference proceedings, Swa11sea, 1980.
Papers presented at Conferences:
"Hicro Pore Size Analysis of a Friable Iowa Loess,"
presented at 48th Highway Research Board Annual
Convention, Washington, D.C., 1973.
"Weathering of Asphalts as Characterized by FMIR
Technique, u presented at Society of Applied Spectroscopy,
8th Annual Convention, Dallas, 1973.
"Evaluation of Embankment Dams by Finite Element
Methods," presented at 7th Conference on Electron:i.c
Computation, St. Louts, 1979.
• '
·--
Date of Birth:
Citizenship:
Degrees:
Professional
Registrations:
Professional
Societies:
1979 to Date:
DAVID E. KLEINER
Senior Associate
June 12, 193~ .
U. S. A.
=
Master of Science in Civil Engineering
1959, Northwestern University
Bachelor of Science in Civil Engineering
1958, Valparaiso University
Professional Engineer -Arkansas, Illinois, Texas
and Virginia
Structural Engineer -Illinois
American Society of Civil Engineers
Illinois Society of Professional Engineers
National Society of Professional Engineers u.s. Co~mittee on Large Dams
International Society of Soil Mechanics and
Foundation Engineering
Society of American Military Engine.ers
Selected as "Young Engineer of the Year•• in 1969
by the Chicago Chapter, Illinois Society of
Professional Engineers.
Member of ASCE Soil Dynamics Delegation to
the People's Republic of China, August, 1979.
Harza Engineering Company,. Chicago, Illinois.
Head, Geotechnical Department~
Supervises and administers work assigned to
department of approximately 50 engineers,
geologists, technicians and draftsmen. Present
work assignments include feasibility, design,
and advice during construction on a wide range
of projects. These assignments involve:
1. Geologic mapping and reconnaissance
2. Surveillance of field exploration at pro-
ject sites and for contruction materials
3. Sampling and laboratory testing.
David E. Kleiner
Senior Associate
-2-·
4 .. S·~ < 1 d •t,. . '"'h . ,... 1. ' . 01..-an roc~ .... me-.; an~"'s ana yt;;~s.
5. ·Finite element analyses of dams and
foundations under static and dynamic load-
ing conditions,.
6. Foundation evaluation design of earth and
rockfill dams and dikes, tailings dams and
waste holding :!:'eservoirs, tunnels and under-
grollnd cavernsr foundation for dams, spill-
ways and powerplants.
7~ Preparation of d~sign and construction
drawing~1 ~
8. Preparation of construction specifications
9. Assistance and advice during construction~
Current major projects include:
1. Guri expansion and Uribante-Doradas
hydroelectric projects in VenezuelaD
2. Yacyreta and Corpus hydroelectric projects
on the Parana River, Argentina and
Paraguay.
3. The Maqarin Irrigation Project and the
King Talal expansion in Jordan.
4.. Pehuenche hydroelectric development in
Chile.
5. San Lorenzo hydroelectric project in El
Salvador.
6. Bath County pumped storage project in
Virginia.
7. Tembagapura project in Indonesia.
8. Numerous water supply and tailings dams
studies in the United States and in the
Caribbean.
j
-:David E. Kleiner
~ · Senior Associate
1973 to 1979:
November 1967
to April 1973:
-3-
Harza Engineering Company, Chicago, Illinois.
Senior Associate, 1978. Associate, 1974. Head,
Foundations and Soil Mechanics Section 1973.
Supervised and administered work assigned to
the section.. Work assignments included embank-
ment dam design, soil mechanics, field and
laboratory investigations, foundation analysis
and design at levels of effort from feasibility
studies to detail design including construction
drawings and specifications. Projects included
the Maqarin Irrigation Project, Jordan1 the
Bao Hydroelectric Project, Dominican Republic;
the Brumley Gap and Powell Mountain Pumped-
Storage Projects, Virginia; the Bath County
Pumped-Storage Prt.:>ject, Virginia; Tilden
Tailings Dam, Michigan; Reza Shah Kabir and
Nader Shah Projects; Iran; Cerron Grande and San
Lorenzo Projects, El Salvador; Guri and Uribante
Projects, Venezuela; and the Yacyreta-Apipe
Project, Argentina. Also served as Project
Manager on several projects for Commonwealth
Edison Company ana Sargent and Lundy, and has
served as Project Manager for many Olin Corpora-
tion Projects, and for the Tilden Tailings study
for The Cleveland Cliffs Iron Company.
Ha1;·za Engineering Company, Chicago, Illinois
Sehior Geotechnical Engineer and Assistant Head,
1972-1973, Foundations and Soil Mechanics
Section. Supervised and administered work of 5
to 8 engineers and technicians. Work assignments
included foundation and embankment design and
preparation of portions of the contract documents
for the Rio Lindo Project, Honduras and the Reza
Shah Kabir Project, a 650-foot high arch dam,
Iran: foundation evaluation of the Pedro Miguel
Locks, Panama Canal; and preliminary design of
earth and rockfill dams and dikes for the pro-
posed raising of the Guri Dam, the Stony Creek
Pumped-Storage Project, Pennsylvania, the Bath
County Pumped-Storage Project, Virginia, the
Sandridge Project, New York, the Thorisvatn and
Hrauneyjafoss Project, Iceland and the NASA Wind
Tunnel Project, Virginia. Also served as Project
Manager for coordinating investigations and
design for impounding reservoirs at several
chemical plants; for several projects for Common-
wealth Edison including cooling water lakes, fly
ash disposal, canal sealing, and site appraisal;
for design of flood control structures of the
David E. Kleiner
Senior Associate
March 1965
to November 1967:
August, 1959
to March 1965:
Technical Papers
and Articles:
-4-
Village of Wheeling~ for exploration and design
of three dams for the Soil Conservation Service;
and for design of barge dock repairs for Olin
Corporation. · Assistant Project Manager for the
Kinzua Project, a 380·-MW pumped-storage plant,
Pennsylvania.
Harza Engineering Company, Chicago, Illinoise
Senior Geotechnical Engineer. Foundations and
Soil Mechanics Section. Supervised work assigned
to the section for Mossyrock Project, Washington,
a 600-foot high arch dam~ the Burfell Project, ·
Iceland~ the San Buenaventura and Rio Lindo
Projects, Honduras; the Kinzua Project; and the
spillway for the Mangla Project, West Pakistan.
Served as Project Manager for consultation to
Olin Mathieson Chemical Corporation in Virginia,
Illinois, Indiana and Texas and to PPG Industries
in Ohio concerning development of their waste
impounding reservoirs; for design of river bank
stabilization works and pipeline suspension
bridge for the Mayfield Project ana as Assistant
••
Project Managar for the Kinzua Project. ~
Harza Engineering Company, Chicago, Illinois
Geotechnical Engineer. Foundations and Soil
Mechanics Section. Supervised planning of field
investigations, analysis, and design of earth-
works and foundations; preparation of reports,
contract and construction drawings, and specif-
ications. Supervised desi~n studies for the
Mossyrock Project, the Mangla Spillway; and the
San Buenaventura Project, Hor.·3uras. Supervised
stability studies and preparat·on of a series of
exhibits for consulting board rne3~ing for Mangla
Spillway. Presented studies and anal~ses to ·
consulting board, to Binnie and Partners, Con-
sulting Engineers, and to World Bank and West
Pakistan officials~ Served as Project Manager
for design studies of disposal of mine tailings
at the White Pine Copper Company and for design
studies of an impervious lining for a waste
impounding reservoir at an Olin Corporation
plant. Analyzed underseepage and potential of
foundation liquefaction for the Pearl River Dam,
"An Analysis of Consolidation Data of a Swedish
Clay and a Method for Estimating Sample Disturb-
ance," Unpublished thesis, August 1959.
David E. Kleiner
Senior Associate
45553
' ' '
-s-
nMaking Waste Ponds and Piles Safe and Efficient,"
Water and Sewage Works, May 1965.
Presented series of lectures on design of small
dams to Peace Corps volunteers, March and
October, 1966 ..
"The Upper Reservoir for the, Seneca Pumped-Storage
'Plant," co-author with J. c. Jones, paper pre-
sented at the University of California, March
1968.
11 Rock Mechanics Studies for the Mossyrock Arch
Dam,11 ASCE Power Journal, January 1971.
"Environmentally Attractive Methods to Store or
Use Fly Ash," ASCE Annual Meeting... St. Louis,
October 1971.
"Design and Construction of an Embankment Dam to
Impound Gypsum Wastes," Report No. 12, Question
44, 12th International Congress on Large Dams,
Mexico City, April 1976.
''Some Practical Considerations for the Static
and Dynamic Safety of Embankment Dams," paper
presented in Peking, China, August, 1979.
Date of Birth;
Citizenship;
Degrees:
Language:
Professional
Societies: .
Professional
Activities:
Professional
Registration:
May 1975
to Date:
June 1973
to May 1975:
February 1970
to J1.me 1973:
RAYMOND L. KUNTZENDORF
Electrical Engineer
March 23, 1936
U. S. A.
Master of Science in Power,Systems Engineering
1959, Illinois Institute of Technolo~J
BacheloJ: of Science' in Electrical Engineering
1958, University of Notre Dmne
English
Institute of Electrical and Electronics Engineers
Inst~ent Society of America
Member, I~~E Power SyGtem Communications, Microwave
and Radio Subcow~ittee.
Member, IEEE Power Generation Working Group on
Compute~ Application for Plant Automation.
Professional Engineez· -Illinois
Harza Engineering Company, Chicago 1 Illinois.
Head 1 communications and Supervisory Control Systems
Division. Responsible fc_,.,r design guides, standards,
project design memoranda and specifications related
to microwave, power line carrier, radio and telephone
voice ru1d data communications; supervisory control
includL~g computer applications related to energy
management centers, generating stations and individual
unit control, high-voltage substation control, and
industrial project control.
LFE Corporation, Boston, Massachusetts.
Regional Manager. Responsibilities included. sale,
installation and acceptance of computer based supervisory
control systems. Developed design crite~ia for
plant computer multiplex and variable energy charge
b~sed on system demand.
KAY Sales, Inc., Chicagot Illinois.
General Manager. Prepared system estimates, reports
and specifications for communication and control
subsystems involving microwave, radio, power line
carrier and transfer trip. Developed design criteria
II
/ . .'
RAY"MOND L.. KUNTZENDORF
Electrical Engineer
-2-
February 19 7 0
to June 1973:
(Continued)
April 1966
to February 1970:
September 1963
to April 1966:
for utility radio controlle¢1 switching, automatic:
subscriber monitoring, IMTS base station mon.i,toring,
computer control of microwave alarm and oornputero
telemetering data handling.
Analo.9 Digital System, Inc. ; Chicago, Illinois.
Divis\i.on Manag,er. Specified design criteria for all
products. Dl+ties included marketing and development
of subst:at~E:=~tegrated circuit remote da'Ca loggers,
and sequer.itl.al e\lrent recorders. Designed numerous
/t ,\ special. ,::::-purpose <.;omputer system interfaces· for the
scientific conunui,ity.
Lundell Controls., J:nc .. , Chicago, Illinois.
General ~1anage:c. Supervised the design and manufacture
of power plant annunciators, sequential event recorders
and temperature scanners~ Instrumental in developing
prewired terminal cabinets for bench board annunciators
and systems. Project Manager for the development of
first application of di<;ita.l logic to supervisory
control ..
June 1959 Commonwealth Edison Company, Chicago, Illinois. · ~
to September 1963: Project. Engineer. Assignmefits in syste.m planning
Technical Pa.per s
and Art.icles:
June 1978
46769
and station electrical engineering. Developed
design guides, specified equipment and designed
numerous substations. Specified and installed first
all digital supervisory control equipment.
"Computer COl'):'c.rol Design Highlights of a Modern
Hydroelectric Power Plant, " presented at the IEEE
Power Engineering Soc.:i,.ety winter meeting, New Yo~k,
paper A78-103-4, January 1978.
"Control and Monitoring of a Unique Wastewater
System," presanted at the Inte:rnational workshop on
Instrumentation and Conttol for Water and Was'l!e\'rater
Treatment and Tra11sport Systems, London, May 1977.
"Current Asymmetry in 1\esistance-Reactar.fce Circuits , "
!~ower Apparatus and Systems , paper 60-825 , December
1960.
"Evaluation of RMS Asymmetrical Current for varying
X/R Ratios,11 Published thesis, Illinois !nstitute of
Technology Library, June 1959 ..
Date of Birth:
Citizenship:
Degrees:
Languages:
Professional
Registration:
August 1978
to Date:
;\
JERRY HSIN-CHI LIN
Hydrologist/Hydraulic Engineer
November 9, 194 2
U. s. A.
Doctor of Philosoplly in Civil Engineering -
Hydraulics
1976, University of Pittsburgh
~faster of Science in Civil Engineering
1972, University of Pittsburgh
Bachelor of Science in Civil Engineering
1967, National Chung-Hsiung University
English and Chinese
Professional, Engineer -Pennsylvania
Harza Engineering Company, Chicago, Illinois.
Hydraulic Engineer. Adapted and applied HEC-1
computer model wit~ dam-break version and the Dam-
Break Flood Forecasting Model developed by National
Weather Service to cc.."tllpute dam-failure hydrograph
and est.ima te flood stage downstream. The dams
studied include Norway and Oakdale Dams, Indiana;
Lake Vermilion Dam, Illinois; Lake Zumbro Dam,
Minnesota;Oneida Dam, Idaho; Lake Marion and Lake
Moultrie, South Carolina.
Adapted and applied HEC-5 computer modeJ. to determine
reservoir operation rules for water supply and flood
protection for Ross Barnett Reservoir, Mississippi,
and for flood control for Guri, Tacoma, Caruachi and
Macagua reservoir in Venezuela. Also applied HEC-3
cctmputer model to develop power generation rule
curve for Guri and the downstream reservoirs in
Venezuela.
Adapted and operated the river-foreca.s.,ting system
computer model of National Weather Ser11ice (NWSRFS)
to analyze and simulate flood flow in the Caroni and
La Paragua Rivers for Guri River Forecasting,
Venezuela. Calibrated NWSRFS model parameters and
trained EDELCA engineers to operate and calibrate
NWSRFS models.
JERRY HSIN-CHI LIN
Hydrologist/Hydraulic Engineer
-2-
August 1978
to Date:
(Continued)
February 1977
to August 197 8:
June 1976
to Januat'y 1977:
January 1970
to April 1976:
May 1974
to August 1974:
Adapted and operated a computer model to study the
fluctuation of water surface on downstream reservoirs
as affected by the operation of Guri Reservoir for
Lower Caroni Master Plan Study, (Venezuela) ..
Adapted and operated computer models for water-
quality simulation of a river-reservoir system to
predict water temperature and dissolved oxygen in
the system for the Brumley Gap Pumped-Storage
Project, (Virginia).
Analyzed flood frequency for Tavera-Bao ~P~:roject,
Dominican Republic and Guri Project, (Ven~zuela) •
Estimated the seasonal PMF for Guri Expansion
Co'I}struction schedule, Venezuela.
Computed the backwater effcts of Occoquan Reservoir
on Bull Run for Fairfax County Water Authority,
(Virginia) •
Bernard Johnson Incorporated, lvashington, D. C.
Hydraulic Engineer and Hydrologist. Reviewed the
technical soundness of flood insurance studies for
the Federal Insurance Administration and trained the
entry-level engineers.
Adapted and operated computer models to study flood
frequency flow of ungaged streams for Water Ret?ources
Council.
Estimated the flood flow of Buffalo Bayou and its
tributaries by computer model (HEC-1) for the Hydraulic
Studies of Ruffalo Bayou and Tributaries (Texas).
Michael Baker, Jr., Incorporated, Beaver, Pennsylvania.
Hydraulic Engineer. Worked as a technical consultant
and reviewed the hydraulic and hydrologic analyses
of flood insurance studies~
University of Pittsburgh, Pittsburgh, Pennsylvania.
Teachlng Fellow and Research Assistant.
Taught in the hydraulic laboratory and performed
research in hydraulics and hydrology. Major projects
related to mathematical and stochastic simulation
models of hydraulic and hydrologic processes.
DRAVO Corporation, Pittsburgh, Pennsylvania.
Civil Engineer. Participated in a project called
JERRY HSIN~CHI LIN
Hydrololgist/Hydraulic Engineer
-3-
Nay 1974
to August 1974
(Continued)
September 1968
to December 1969:
July 1967
to September 1968:
Technical Papers
and Articles:
1982
"Feasibility Study of Extending Philips and Elrama
0 Power Plants,11 for Duquesne Light Company. Specific
work tasks included selection of potential sites.
with the capacity to handle 30 years' sludge; hydrologic
and hydraulic analyses for potential sites; evaluatigp.
of methods of transporting sludge; and·estimation of
costs.
Chinese Pe·troleum Corporation, Taiwan, Republic of China<l
Civil Engineer. Participated in the design of
4-to 12-inch natural gas pipelines including layout
of pipelines and structures for river crossing.
Worked for the special project, "Feasibility Study
of Constructing an Oil Harbour North of Taiwan.*'
Subsequently was assigned to Bureau of Kee Lung
Harbour, Taiwan; trained a-s a field engineer.
Chinese Military Academy, Fonshan, Taiwan.
Teaching Assistant in the Department of Civil
and Military Engineering.
"Three-Dimensional Open Channel Flow," with
Chao-Lin Chin and David E. Hsiung. Journal of
the Hydraulics Division, ASCE, HY8, 1978.
11Simulation of Hydraulic Processes in Open Channel,"
\Yith Chao-Lin Chiu and Kazumasa Mizumura. Journal
of the Hydraulics Division, ASCE, HY2, 1976.
"Study of Secondary Flow in Natural Str~ams," Ph.D.
Dissertation, University of Pittsburgh, Pennsylvania,
April 1976.
"Multiple Input-Output System of Rainfall-Runoff
Relationship,u M.S. Thesis. Paper presented at the
Conference of American Geophysical Union, Washington,
D.C., l972.
Date of Birth:
Citizenship:
Degrees:
Languages:
Professional
Registration:
Professional
Societies:
Honors:
June 1977
to Date:
JAMES E. LI1!)ELL
Senior Hydraulic Engineer
April 29, 1943
U. S. A.
Doctor of Philosophy in Hydraulic Engineering
1969, Northwestern University
Master of Science in Hydraulic Engineering
1967 i. Northwestern University
Bachelor of Science in Civil Engineering
1965, Michigan Technological University
English, some Spanish
Professional Engineer -Illinois
American Society of Civil Engineers
Illinois Society of Professional Engineers
Western Society of Engineers
Elected to Chi Epsilon Honor Fraternity
Phi Kappa Phi Honor Society
Soci,ety of the Sigma Xi Research Society
1979 Recipient of Western Society of Engineer's
Charles Ellot Award for Outstanding
Professional Development
Harza Engineering Company, Chicago, Illinois.
Department Head.* Advanced Structures and Hydraulics
Branch, Hydraulic Analysis and Design Division.
Duties include preparation of design memos, hydraulic
analysis and design, and supervision of hydraulic
analysis and design studies by junior engineers.
Projects include:
Lead Hydraulic Engineer, Yacyreta Project, Argentina
and Paraguay. Reviewed hydraulic model testing
program and the physical layouts of two dimensional
and comprehensive models of the main and auxiliary
spillways of a 6,000-MW Yacyreta Hydroelectric
Project.
Project Manager: James H. Campbell Plant Unit No.
3. Responsible for project administration, cost,
scheduling and executing a review of the circulating
wa te.r aystem for the expansion of a steam electric
* Titles changed with company reorganization in 1979 -Current title
is Lead Engineer, responsibilities and duties unchanged.
JA1-1ES E.. LINDELL -2-
Senior Hydrau_lic Engineer
June 1977
to Date:
(Continued)
Januat-y 1978
to 1-Iarch 197 8:
July 1974
to June 1977:
generating station.
Prepared preliminary hydraulic d~sign criteria for a
proposed 2, 000-3, 000-Mt\T underground pumped-s't-orage
project, Commonwealth Edison Company, Illinois. ·
Supervised formulation level hydraulic design of
spill\mys, stilling basins, low level outlet work$
and an inter basin diversion tunnel for two flood
control dams in "t:he Burlington Project, North Dakota.
Project Director and Project t!a.nager of the Findley
Run flood wave analysis project in Pennsylvania.
Supervised analysis of flood wave propagation resulting
from the .failure of a small water supply dam on a
steep stream.
Developed a computer program for dynamic flood
routing through two reservoirs linked by a 1,500-m
long and 10-m wide interconnecting channel for the
Tavera Bao project, Dominican Republic., Sup.ervised
program application for flood routing studies to
determine the relationship betw.een interconnecting
channel size and alternative auxiliary spillway
capacity. Also supervised engineering studies in
conjunction with tailwater rating, hydraulic design
of a 7-m diameter, 390-m long diversion tunnel, and
power intake design and reservoir freeboard studies.
Supervised engineering studies including reservoir
flood routing, tailwater rating., and hydraulic model
studies to detenn.ine the hydraulic design :Jf the
spillway and stilling basin for a 25,000 m /sec
project design flood with a 30-m head for the San
Lorenzo Project, El Salvador.
Supervised the hydraulic design of the 1,200-mgd
mainstream pumping station with a lift of 300 ft.
for the Tunnel and Reservoir Plan (TARP), Chicago 9
Illinois.
Northwestern University, Evanston, Illinois.
Visiting Lecturer. Taught a course in the
hydraulic design of civil engineering structures,
dealing With the analysis and design of canals;
tunnels, transitions, spillways and energy dissipaters.
Harza Engineering Company, Chicago, Illinois.
Hydraulic Engineer. Hydraulics Department, Civil
Design Branch. Duties included preparation of
desj_gn memos, hydraulic analysis and design, and
supervision of draftsmen. Projects included:
JAMES E. LINDELL -3-
Seuior Hydraulic Engineer
July 1974
to Jt,1ne 1977:
(Continued)
January 1974
to July 1974:
The Cerron Grande Project, El Salvador. Work
included backwater studies of 15 kilometers of River
Channel in conjunct,ion with tail water rating and
development of a computer program to model transient
channel degradation downstream from the project
using a dynamic flood routing technique.
~~e ~uri P::ojectt Venezuelaj Work included dynamic
t.Lood rout~ng. of a 55,000 1}1 /sec probable maximum
flood in an SQ ... kilometerreser-voir; computer simulation
of the operation qd: 10 x 5 meter power intake gates
for design field tests; test engineer for field
tests of power intake gate~; and hydraulic design of
.500-cms capacity power intakes for 625-W.f units.
The Reza Shah Kabir Project, Ir.an. Work included
hydraulic analysis for desig11 of low-level outlet
works with cc'capacity of 600 ems at 120 meters of
head; diversion flood routing for various stages of
low-level outlet constre.ction.
The Corpus Project, Argentina and Paraguay~ A
coordinator of an international study team in Buenm..l.
Aires, Argentina, assigned to J?erform operation
studies for a system of 3 powetplants on a 350-km
reach of the Parana River to assist in the determination
of the feasibility of a 10,500-~v capacity project.
Also a coordinator of an international study team
assigned to perform mathematical hydrodynamic model
studies of a 350-km reach of the Parana River.
Studies were conducted in Buenos Aires, Argentinai
and Grenoble, France, to determine the effects of
operational releases of a powerplant on navigation~
.flood stages, and operation of downstream plants.
Harza Engineering Company, Chicago, Illinois.
Hydraulic Engineer. Urban Drainage Proj ec.ts Division.
Duties included special assignments in urban hydrology
and hydraulics and supervision of junior ,engineers
and draftsmen.
Performed i.:ydraulic analyses of over 50 m:iles of 20-
to 45-ft. diameter hard rock tunnels for the storage
and conveyance of combined storm and sanitary overflows,
including the preparation of the Report o·n Hydraulic
Analysis, Tunnel and Reservoir Plan, Hetropolitan
Sanitary District of Greater Chicago, Illinois.
JAMES E. LINDELL
Senior Hydraulic Engineer -4----:_.::
September 1969
to January 1974:
September 1965
to September 1969:
Technical Papers
and Art:i,cles:
April 1980
48608
University of Notre Dame, Indiana.
Assistant Professor of Civil Engineering. Taught
courses, directed graduate student theses, and
,~onducted research in hydraulic engineering and
,>,hydrology. Principal investigator on a research
project sponsored by the Office of Water Resources
Research, U.So Department of the Interior, entitled
"Hydrogeologic Factors Involved in Predicting the
Effect of Sanitary Landfill Operations on Ground
Water Quality • 11
Attended graduate school as a National Science
Foundation Trainee. Conduct,ed research in hydrodynamics.
\)\ 11~feasured Accelerations and Added 11ass Coef£1icients
. ~
for Spheres Released in Water, u Ph.D. Disse:tltation,
), Northwestern University, 1969. ·
nFluid Force Analysis and Accelerating Spheres
Tests," Hamilton, tv.S., and J .. E .. Lindell,J. Hydraulics
Division, Proceedings, ASCE, June 1971.
"Hydrogeologic Aspects of Ground Pollution from
Sanitary Landfills in Sto Joseph County, Indiana,"
Lindell, J.E., J:'.:c. Singer, E.l1. Winkler and J.J.
Marley, presented at the Eighth Atv.RA Conference at
St. Louis, Missouri, October 30 -November 2, 1972.
":Mathematical Hodeling of Ground Water Contaminant
Decay," Aquirre, Go, and J.E .. Lindell, presented at
the meeting of the Indiana Academy of Science, 1973.
nPlanning and Design of Storage in Combined Sewer
Systems," R. S. La Russo~· J. E. Lindell and J. E.
P~iest, to be presented at the ASCE Symposiun:;. on
Surface-Water Impoundments, Hinneapolis, !t1innesota,
June 2-5, 1980 ..
.I
J
Date of Birth:
Citizenship:
Degrees:
Languages:
Professional
Societies:
1979
to Date:
1978
to 1979:
i.'·
PHILIPPE PIERRE MARTIN
June 5, 1947
French, Permanent Resident in U.S. since 1978
Doctor o.f Philosophy in Soil Mechanics
1975, University of Califomia, BerkeJ
1
ey
Master of Science in Soil Mechanics
1972~ Massachusetts Institute of Technology
Diplome d'Ingenieur Civil in Hydraulic Works .
and Soil *echanics
1970,.Ponts et Chaussees, Paris, France
French and English
American Society of Civil Engineers, Associate Member
-Committee on Soil Dynamics
-Committee on Computers and Numerical Methods
Comite Francais de la Mecanique des Sols
International Society for Soil Mechanics and
Foundation Engineering
Sigma Xi, member of University of Illinois Chapter
Martin & Raad Company, Consulting EngirLeers,
Urbana, Illinois. Co-Founder and Presidento
Consulting Projects included:
Stability of intake conduits in potentially
liquefiable foundation soil.
Seepage analysis of the dike failure at ~fartin
Reservoir, Florida.
Liquefaction potential analysis of structural
backfill for South Texas Project Electric Generating
Station.
Bearing capacity analysis of footing foundation under
earthquake load for Midland Nuclear Station, Michigan.
University of Illinois, Urbana, Illinois.
Assistant Professor of Civil Engineering.
Teaching duties included teaching undergraduate
courses in soil mechanics, and geotechnical •
engineering. Teachings in graduate courses included
earth dams and soil dynamics.
PHILIPPE PIE~~ MARTIN -2-
1975
to 1978:
1973
to 1975:
1971
to '1972:
Technical Papers
and Articles:
"Engineering et Ouv"Lages d'Art," Design Office
of Bouygues, S .A. , France. In-House Geotechnical
Consultant. Consulting assignments included:
Foundation design and seismic design of Osirak nuclear
research reactor, Baghdad, Iraq.
Site invest.igation and design cf port facilities on
Benin River at/Sape1e, Nigeria.
Invalides-Orsay underground railroad link, Paris,
Frq.n.ce.
University of California, Berkeley.·
Research .Assistant. Duties included research on
i.nfluence of soil conditions on e.arthquake ground
motions.
Stone & Webster Engineering Corporation, Boston,
Massachusetts. Engineering Aide, Geotechnical
Division.
Christian, J. T. , Boehmer, J. W., and Martin, P. P. ,
"Consqlidation of a Layer Under a Strip Load." Journal
Soil Mech. Foundation Division, Proceedings ASCE-98 -SM7
(July 1972): 698-707.
Seed,. H. B., Hartin., P. P., Lysmer, J., nPore-Water
Pressure Changes During Soil Liquefaction."
l.. Ge~otechnica1 Y,ngr. Division. , Proceedinga, ASCE
102, GT4 (April 1976): 323-346.
Martin, P. P. 1 and Seed, H. B., "A Simplified Procedure
for Effective Stress Analysis of Ground Response."
l.· Geotechnical Engr.,. Div., Proc" ASCE 105, GT6
(June 1979): 739-758.
l<Iartin, P. P. and Seed, H. B., APOLLO: A Computer
Prog~ for the Analysis of Pressure and Dissipation
in Horizontal Sand Layers During _gyc1ic or Earthquake
Loading. Report UCB/EERC 78-21, October 1978.
Hartin, P. P. and Seed, H. B., MASH: A Computer
p·rogram for the Non-Linear Analysis of VerticallY.
.ft9Eagating Shear Waves in Horizontally_ Layere!! Deposits"
Report UCB/EERC 78-23, October 1978.
Martin, P. P. and Seed, H. B., "One Dimensional Dynamic
Ground Response Analyses." Accepted for publication in
J. Geotechn. Engr. Div., Proc. ASCE.
.f
•
PHILIPPE PIERRE MARTIN -3-
Technical Papers
and Articles:
(Continued)
August 1982
Martin, 1' a P., "The Flmv Net: Solution of the
Seepage Problem." Submitted to J. Geotechn. Engr.
Div., Proceedings~ ASCE.
Martin, P. P", uBounda:ry Effects on Pore Pressure
Build-Up in Loose Sandi~." Invited. papar to the
International Conferen\~e on Soil DynamiCs and
Earthquake Engineering~'Southampton, England,
July 1982.
Martin, P •. P .. , "ELF: A Computer Program for the
Analysis of Two-Dimensional Steady-State Seepage
Through Porous Hedia," Geotechi:dcal Engineering
Report, University of Illinois, 1982.
I
' I I
' ;
i
' I
I
I ;
l
•
Job Title:
rlork Location:
Education:
Professional
Registration:
Parent Company:
ROBERT J. MEREDITH
Electrical Power System Studies
New York
. Rensselaer Polytechnic Institute -BSCE 1967
Rensselaer Polytechnic Institute
MEE. Electric Power Engineerir1g, 196 8
AEP System Management Program at the
University of Michigan,l979
None
Ebasoc Service Incorporated
Experience and qualifications Releva~ !£ the ~usitna Project:
April 1980 to Present: Presently Consulting Electrical Engineer
in New YorJc""City, NY office of Ebasco. Responsibilities include
analysis of problems involving operating and plar::ning of
electric power generations and transmission systems.·
Principal author of an HVDC transmission planning reference
manual being prepared for the Electric Power Research Institute.
The manual will provide a source of information on the
comparative evaluation of ac and de t~ansmission systems. It
will also provide guidance as toi how de systems and ~heir
controls perform and should be 1nodeled i.n the various steady
state and transient studies required for planning HVDC systems.
Assisting in the evaluation of transmission requirements to
serve the towns of Wrangell and Petersburg, Alaska from the Tyee
Lake hydro powr plant, now under construction by the Alaska
Power Authority. The study has been concerned with selection of
operating voltage, shunt compensation and system steady state
and transient voltage control.
Project Manager on a study for Nevada Power Company~ The study
included evaluating generation planning practices, determining
the availabil·tiy of emergency power from interconnections and
recommending desirable generation reserve margins.·
l
ROBERT J. MEREDITH -2-
Electrical -Power System Studies
Assisted in a generation planning study for Kansas City POwer
& Light Company. That study provided a reliability assessment
of KCPL's generation system as a function of its own forced
outag rates and those of the surro.unding MOKAN power pool. It
also made recommendations regarding desirable generation
reserve levels.
June 1968 to December 1979: Served in the Transmission Planning
Section of~er1can El'ectri_c Power Service Corp. For the last
two years he headed the Sec·tion, supervising a staff of
approxximately fifteen engineers and technicians. The Section's
responsibilties included carrying out all planning and operating
studies for AEP's seven-state 138-kV transmission system and its
765-kV and 345-kV sources. Representative transmission
reinforcement project included EHV/138-kV stations of 400 to
1500 I-iVA with their associated EHV and 138-kV circuitry;
reactive correction programs including static capacit~~St
synchronous condensers, and· a statio var systems; and'· '
development of operating procedures to avoid such large
investments.
Client References:
Project Name:
Project Name:
Project Name:
RP 1964-1 " Methodology for Integration of
HVDC Links in Large Ac systems ·-Phase I"
Dr. Real Balu
Project Manager
Electric Power Research Institute
P. o. .Box 10412
Palo Alto, California 94303
(415) 855-2834
Tyee Lake -Wrangell -Petersburg Power
System Study
Mr., Mike Yerkes
Alaska Power Autholri'l::y
334 West Fifth Avenue
Anchorage, Alaska 199501
(907) 276-0001
Examination of Conditions and Management of
Nevada Power Company
Mr. Connel Maraden
Manager, Regulatory Affairs
Nevada Power Company
4th Street & Stewart Avenue
)
ROBERT J. MEREDITH -3•.·
• \1 Electrical -Power System Stud J.es'
Project Name:
Las Vegas,, Ne,rada
(702) 385 .. ·5639.
Kansas City Po,Y'er & Light Compi'i.ny
Generator Planrting Study
Mr. J. Michael ~Evans
Director, Syste'.tn Pl.::tnning
Kansas cCi ty Powr~r & Light Co.
1330 Ba1 timore 1.\venue
Kansas City, Mi~•ouri 64141
(816) 5:56-2941
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Oat.e of Birth:
Citizenship:
Degrees:
Languages:
Professional
Societies:
Professional
Registration:
September 1971
to Date:
CHI-YUAN WEI
Hydraulic Engineer
December 17, 1940
u.s.A.
Doctor of Philosophy in Civil Engineering
1971, U~ah State University
Master of Science in Civil Engineering
1968, Utah State University
Bachelor of Science in Hydraulic Engineering
1963, Chun.g'"'"'YUan· College of Scien-ea and
Engineering
English, Chinese and some ,J'apanese
American Geophysical Union
National wa,t:~r Well Association
Professional Engb1eer -Illinois
Engineer-in-Training ~ Utah
Harza Engineering Company, Chicago, Illinoi:s·
Hydraulic Engineer. Hydraulics Division. Du.ti(~s
include analysis and design of hydraulic st:cuc-
tures. Examples of work include:
Participated i:n the development of a fi.:o.ite
element transient hydrothermal model for simulat-
ing the thermal diffusion characteristics of the
Cedar and Lyndale cooling ponds of the Black Dog
electric generation station ~Northern States
Power)o The Galerkin finite element procedure
and linear triangular elements were used to solve
the governing parti~~ differential e~ationso
The method was extend,~d to permit division of a
region into quadl:'ilat~lral elements composed of
four basic triangular elements. The plant dis-
charges, the velocity c.list1.•ibut.ions, the wind
speed, and the.solar radiation W$re also incor-
porated.
Carried out a study to si.mula.te the adequacy of
the proposed drainage improvements for the Guayana
Black Bush frontland.s ( 11 •. 000 acres) 1 from Bloom-
field to Hogstyle. A t~ansient open channeJ
{drainage) cmnputer model developed "h:. n&!:LrZa for
the Black Bush and 'l'apa~a ~·.::•·.~ J"'!C'ts was used to
•.
CHJ:--YUAN WEI
Hydraulic Engineer
September 1971
to Date:
{Continued)
,
~2-
simulate. the drainage characteristics O'f the
system under the given stor:n and tidal ,conditions.
-~:'
Conducted a two-dimensional steady state finite
element seepage anal.ysis for the foundation of the~
San Lorenzo rockfill dr.~&""tl, El Salvador. 'llh.e
foundation consists of al~uvium with highly stra-
tified zones. The effects of cutoff length,
relief wells, and possible geological variations;
in the foundation on·· the uplift pressures and .
1
seepage discharges we:te investigated. The results
pr·:Jvided valuable information for the final design·
of the foundation.
Developed a two-dimensional finite element ideal
fluid flow model to sir,tulate a jet of high
velocity water (l'tp to 1:50 £eet per second and
450 feet maximum head) passing a proposed ramp
( 3-6 inches high and 1-4 feet long). The .ramp
was located upstream of art airtrough proposed
to introduce air into the jet downstream. of a
steel liner. The trajectory and tite upper and
lower nappes were calculated. The effects of .
negative pressures along 'the lower nappe on the
trajectory were simulated. The study conducted
was part of the Tarbela project stilling basins
3 and 4 restoration work ( 1976) for Water and
Power Development Authority of Pakistan. Each
basin was designed to pass a maxi..111um flow of
approximately 100,000 cfs.
Responsible for conducting a pioneering study on
the saturation of earthfill and foundation of the
110-meter high (maximum) Guri Left Auxiliary Fill
Dam (Guri Raisinq Project) following the filling
of the reservoir. Saturated-unsaturated porous
media flow theory and finite element techniques
w·ere applied" The mov.e.ments of the saturation
(wetting) fronts and the pore pressure distribu-
tions in the earthfill and the foundations were
sintulated using the proposed reservoir filling
sch\~dule in order to predict the possible differ-
ential settlements throughout the entire cross-
sections. ~~e high porosity (0.5) and the lower
natural water content (13 per cent saturated by
volumt-a) of the;! collapsible foundation soils
amplified the critical nature of the study.
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CHI-YUAN WEI
Hydraulic ~nginee~
Septenwer 1971
to Date:':
(Contil!~ed)
Carrie.d out transient seepage study for the lower
earthfill dam (185 feet maximum height) of the
Bath County Pumped-Storage project in conjunction
w$.th reservoir rapid drawdown {60 feet in 13.5
ho.urs). A powerf,.:U. finite element saturated-
unsaturated poro.us rnedia flow mddel was construct-
ed to simulate the transie!lt seepage flows. The
op~-:.iznal location and material of the horizontal
dra\in were determined. The free surfaces and the
pore pressure distributions were calculateda
These results were, used to assist in designing a
stable upstream slope of the dam..
Carried out finite element analyses on temperature
distributions of h~ated water effluent discharged
into Lake Michigan from an electric generation
plant of ~orthern Indian~ Public Service Company.
The ~xtent of the thermal plume into the lake and
its ~ttern were simulated. The effects of wind
speed and lake currents were included.
Development and e..pplic:ation of a computer pro-
gram to perform calculations of hydraulic jumps
in a stilling basin with sloping apron ( 15 meters
maximwn head) as a part of the hydraulic design
analysis for Gotvand project, IraJ.n.
Development and application of geohydrodynamic
simulation models using saturated-unsaturated
flow theor.t and finite element technique for
Guri Auxiliary Dams to predict--transient pore
pressures and the phreatic surfaces due to
reservoir rapid drawdown.
Development and applications of an irrotational
flow model using t~e finite element technique to
~redict cavitation potentials and pressures
along the spillway crest under cracked-gate
operatiou for the Guri project, Venezuela.
Carried out hydraulic design analysts, and layout
of spill~ays (620 ems max±mum design flow),
stilling basins (62-meter maximum head), diversion
tunnels \ 170 ems maximum. flow) , and canals for Rio
Lindo Hydroelectric Expansion project, Honduras.
Development and application of a two-dimensional,
transient, unconfined seepage program for design
analyses of an earth dam with fluctuating reser•
voir l~vels and for a reservoir rim with drains
for the Bath County Pumped-Storage project,
Virginia.
CHI-YUAN WEI
Hydraulic EngL~eer
September 1971
to Date;
(Continued)
June 1966
to August 1971 :
-4-
Development of a three-dimensional steady state
model with 4000 finite elements to simula,tc seep-
age c)f a two square mile area upstream from and
under Tarbela Dam to study the effects of the
upstream blanket, bedrock contours, and open-work
gravel zones on the Tarbela Dam foundation.
Responsible for t~e analyses of transient ground~
water flo~ and groundwater dispersion problems
using finite differenc:e and finite eltmtent
techniques. The study was carried out fo•r Byron
and Braidwood Nuclear Power Stations Preliminary
Safety Analysis Report.
Carried out numerical simulation of hydrodynamic
flow through control gates of irrigation tUIL'Y).els
(350 feet maximum head), Tarbel.a Dant proj~ct,
Pakistan.. Each tunnel was designed to pa.ss
appro~irnately 100,000 cfs (maximum.). A Marker-
and-cell computational technique was applied and
the Navier-Stokes viscous flow equations were
solved. The free surfaces, and the transient
velocity and pressure fields were calculated.
The results were presen.t~d in a movie film showing
movements of water particles.
Performed hydraulic design analysis for an outfall
diffuser pipe, Pond 4, Tomahawk Mill, Wisconsin,
Owens-Illinois, Inc. A computer progr~~ was
developed to analyze t~e flow distr5~utions.
Performed analysis of general hydraulic design
problems.
Utah Water Research Laboratory, Utah State
University. Logan, Utah.
Research Assistant. Laboratory investigation
and hydraulic analysis of a Parshall flume
connected by sewage pipelL~es for the City of
Detroit, Michigan,
Preparation and processing of cost and hydro-
logy data on b.'"le report ''Optimum Operation of
Desalting Plants as a Supplemental Source of Safe
Yield'' to the Office of Saline Water.
Carried out numerical analysis of a transient ·
groundwater flow in conjunction with an irrigation
pipeline.
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CHI-YUAN WEI
Hydraulic Engineer
June 1966
to August 1971:
(continued).
June 1964
to January 1965:
Technical Papers
and Articles:
-5-
Respons-ible, for the analysis of .. Finite Difference
Solutions to Steady-state Axisymmetric Infiltra-
tion through Partially Saturated Porous Media" for
the Northwest Watershed Research Center and for
partial fulfillment of the requirements for Doctor
of Philosophy.
Laboratory investigations on the feasibility of
rating current meters in a submerged unifo.rm · velo-
city field for ~project granted by u.s.G.s.
Performed model study fol:' the project -uoesign
Criteria for USU Stilling Basin Pipe Flow to Open
Channels" -to fir.td criteria for designing a
stilling basin to serve as transition from pipe
flow to open channel flow.
Carried out field investigation of l~d use study
for the water budget analysis as a part of the
project "Hydrol~gic Inventory of the Utah Lake
Drainage Area."
Taiwan Power Company.
Research Assis·tant. Responsibilities included
analyses of hydraulic and hydrologic problems.
-.Feasibility of .Rating Current Meter in a Velocity
Field," Co-author with Gaylord v ... Skogerboe, Lloyd
H. Austin and Roland w. Jeppson, Utah Water
Research Laboratory Re.po!:t PR-WGSl-1, Ut.ah State
University, Logan, Utah, January, 1968.
"Closed Conduit to Open Channel Stilling Basin,''
Co-author with Gordon H. Flammer, Gaylord v.
Skogerboe and Hameed Rasheed. Journal of the
Irrigation and Drainage Division, ASCE, Vol. 96,
No. IR 1 1 Proc. Paper 7124, March 1970.
"Finite Difference Solutions to Steady-Static
Axisymmetric Infiltration Through Partially
Saturated Porous Media," Co-author with
Roland w. Jeppson, Utah Water Research Laboratory
Report, PRWG 59c -6 1 Utah State University, /~
Logan, Utah, April 1971.
"Calibration of Parshall Flumes with non-standard
Entrance 'I'ransitions,~• Co-author with Cheng-1\.mg
Chenn, calvin G. Clude, .Min-shoung Chu, Utah Water
Research Laboratory Report, PR-WG102-1 1 Utah State
University, Logan, Utah, March 1972.
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CHI-YUAN WEI
Hyd.raulic Engineer
Presentations:
July 1980
?ott((;/
Some experiences at Harza. with the uApplications
of Finite Eleitients to Seepage Analyses·.'=' "'~
Presented at the ~'Orkshop on seept:ge and . stabilj . .-
ty, specialty conference on .analysis and design in ,
Geotechnical Engineerin9.'1 ASCE, Au.stin,. June 9-12
1974.
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.')ll>. ' .
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Date of Birth:
Citizenship:
D~grees:
Languages:
Professional
Registrations:
June 1976
to Date:
·September 1970
to June 1976:
c. !!. ¥EJ! .,
Head, Structural Department
June 3, 1943
u.s . .A:
Doctor of Philosophy in Structural Engineering and
Structural Mechanics
1970, University of California, Berkeley
Master of Science in Structural Engineering and
Structural Mechanics
1967, University of California, Berkeley
Bachelor of Science in Civil Engineering
1965, National Taiwan University
English and Chinese
Structural Engineer -Illinois
Professional Engineer = Illinois, Florida
Harza Engineering Company, Chicago, Illinois.
Head, Structural Department.
Harza Engineering Compariy, Chicago, Illinois.
Senior Structural Engineer. Advanced Hydraulic and
Structural Design Divisiono
Responsibilities as Head of Structural Department and
as Senior Structural Engineer includE! analysis and
design of hydro-structures using the finite element
method. Major projects have inclu.ded static analysis
and dynamic +'~sponse to earthquakes of the 200-meter
high Reza Shah Kabir arch dam, I.ran; the 300-ft.
high Strontia Springs (Foothills) arch dam, Colorado;
the 250-ft. high Cerron Grande rockfill dam, El
Salvador; the 130-ft. high San Dimas arch gravity
dam, California; the 160-meter high Guri gravity
dam, Venezuela; and the 170-ft. high Big Dalton
multiple-arch da~, California.
Studies on special problems included influence on
settlement due to clay joint in the arch dam foundation,
stability evaluation of thrust block subject to both
thrust and torsional load, stress distribution in
the generator barrel and monitoring structural
behavior during reservoir filling for the Reza Shah
Kabir project; stress evaluation of penstock. due to
settlements on the 100-MW Finchaa project, Ethiopia;
optimization of excavation shape for the 2100-MW
underground Bath Coun~ty powerhouse, Virginia; analysis
of reactor building ~1d shield wall for the Prairie
C. H. YEH -2-
Head, Structural Department
September 1970
to June 1976:
(Continued)
February 1970
to September 1970:
Technical Papers
and Articles:
Island nuclear power plant, Minnesota; dynamic
response of intake tower to earthquake excitation
for the Tarbela dam project, Pakistan: vibration
study of arch dant, penstocks cmd trashrack support
and design of reinforcing scheme to· reduce vibration
for the Smith Mountain project, Virginia; creep~'
bond and.crack control associated. with the two-stage
construction of Guri gravity dam; prestressed gate
trunnion anchor for Reza Shah Kabir and Guri; two-
and three-dimensional seepage studies for Guri,
Cerron Grande, Tarbela and Chicago Deep Tunnel
projects; heat loss study for pumped-storage reservoir
for Bath County; rehabilitation of Lock and Dam No.
1 for Mississippi River; and stress a~alysis of
tunnel intersection for Chicago Deep Tunnel.
~.·'
Responsibilities also include the analysis and .. -~~ /
design of tranmnission towers, substations, bulkheads,
penstock bifurcations, prestressed gate trunnion
anchor, and instrumentations; instrumentation for
measur.ing strain, deflection, joint opening, foundation
settlement, and temperature, for Reza Shah Kab;r,
Guri, and Smith Mountain projects; and temperature
and crack control of mass concrete for Reza Shah a
Kabir, Guri, Strontia Springs and Tarbela projects., II
Responsible for the development of the following
computer programs: CONCO, a program to compute the
effects of pre-and post-cooling of mass concrete;
ARDE, a program to find optimal shape of arch dams;
NL2D, bilinear analysis of two-dimensional structures;
and VOGT, stress analysis for arch dam foundations
interaction using VOGT coefficiants.
Agbabian Jacobsen Associates, Los Angeles, California.
Associate Consultant. Part-time. Main duty was
computer analysis in the field of dynamic plate
bending problems.
"Large Defection Dynamic Analysis of Thin Shells
Using t'h.e Finite Element Method," SEL Report No.
UCSESM 70-18, University of California, Berkeley,
October 1970.
"A Nonlinear DYl1amic Analysis of Cooling Tower, "
ASCE Power Divi~ion Journal, June 1972.
"Stability and Dy-namic Analyses of Cooling Tower, "
presented at the Joint Power Generation Conference,
Boston, Massachusetts, September 1972.
"Stability and Dynamic Analyses of Cooling Tower,"
ASCE Power Division Journal, November 1973.
C .. H. YEH -3-
Head, Structural Dapartrnenc
Technical Papers
and A::.:ticle s:
(Con tL"lued)
Dec€unber 1978
92256
"Safety Analysis of Concrete Dams Under Earthquake, it
lhternational Symposium on Criteria and Assumptions
for Numerical Analysis of Dams, swansea, United
Kingdom, September 1975.
"Flow-Induced Trashrac:k Vibration;c'' ASME·-~1lp/Turbine
Symposium, Niagara Falls, New Yqrk, June 1979.
u Raising Gut;i Gravity Dam• Stability and Stress
Investigations," 13th International Congress on
J..1arge Dams, New Delhi, India, October 1979.
ASSIGNMENT OF HARZA-EBASCO JOINT
VENTURE PERSONNEL TO THE
SUSITNA HYDROELECTRIC PROJECT
RESUl-lES
Project Control
Project Position Individual Assigned
Lead Cost/Schedule Con-J.E. Canepari
trol Engineer
.l?roject Estimator A. o. McDermott
Services Cost Engineer·
Cost/Schedule Control
Engineer
Accountant
Lead Cost/Schedule Con-
Engineer for Field and
Non-Technical Services
Cost/Schedule Control
Engineer
Lead Contract Administra-
tor
Contract Administrator
Project Coordinator
(Local Hire)
J • L. Beckman
(Local Hire)
(Local Hire)
(Local Hire)
(Local Hire)
Work
Location
Bellevue
Bellevue
Bellevue
Bellevue
Anchorage
A,nchorage
Anchorage
Anchorage
Anchorage
Anchorage
-_-"\'-~--.. · ~-" .• ,.., ~---:\1;~ -. --_---. ·-:-----~---~-: :-:-------_c-.---.---:---~---:---~~~----~~--. --~,. __ :_ _____ ----~----~-.------___£___ ____ . . t> ....
-.---. :·· , .. _:: _____ ___: ___ ~-~....,: ... ~--r:--=---~'..c--~-·"~-~=;== : ... : :~-----;o-· --7_-~-~·· ·_ · ~ • ·_;._.r .•. "f", ·.-·;. •. ·/:_::,~~-. · .•. · ..... • •. _:.
PROJECT CONTROL
. .
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Job Title:
Work Location;
Education:
Special
Qualifications:
Professional
Registration:
Parent Company~
JOHN E. CANEPARI
Lead Cost/Schedtlle Control Engineer
Bellevue
AAS 1963, State University of New York
BCE 1968, Manhattan College
MBA 1979, Rider College
Fourteen years relevant experience
None
Ebasco Services Incorporated
E:ttperience and Quali£icati~ Relevant to the Susitna Project:
• Fourteen years experience in the design, engineering, and
construction phases of both utility and non-utility
projects.
• Responsibilities have included overall project cost
.engineering functions, including developing .and
implementing .a cost control system for monitoring and
analyzing cost and schedule performance during the
engineering and pre-constructicn stages, site office
administration, internal cost reporting, and monthly
statusing giving an analysis and forecast of progt·ess and
project costs.
• Duties inclnded establishing both workday and dollar budget
estimates, determining physical accomplishment utili~ing
"earned valueu indicators, developing project milestone
schedules 1 preparing monthly progress reports 1 est.ablishing
and monitoring internal budget estmates and providing
management update reports,
Also responsible for providing scope, criteria, and
coordination of company efforts in developing project
capital cost estimates, preparing and reviewing .reports
covering project procurement commitments and forecasting
future capital expenditures. 0 IZ· ._.,,
~ .... l
~: 0::: .l
g~
1¢1 g.'·· . .
Iii: =~
JOHN E. CANEPARI -2-
Lead Cost/Schedule Control Engineer
Client
Allegheny Power Services
Company
W.R. Grace/Department of
Energy
Washingt:.on Public Power
Supply System
Project
Davis Pumped
Storage Unit
Nos. 1-4
Synthesis Gas
Demonstration
Plant
WPPSS Unit
Nos. 3 and 5
!!
Fuel Position
Hydro Cost/Schedule
Engineer
Project Controls
Engineer
Nuclear Cost/Schedule
Control
Houston Lighting &
Pov.~~~~ J~o~_;pa~1y Limestone Lignite Cost Engineer
Electric
El Dorado Irrigation
District
Generating
Station Units
Nos. 1 & 2
SOFAR-Upper
Mountain
Project
Hydro
Ebasco Services Incorporated: 1973 -Pi\esent
I
• Principal Engineer, 1979 -Present
• SAnior Engineer, 1978 -1979
Manager, Proje9t
Services
• American Elec,t.l:-.ic Power Service Corporation, New York, NY:
1973 -1978
• Engineer, 1976 -1978
• Associate Engineer, 1973 -1976
U.S. Departrnen·t of T:cansportai ton, Th.:i -rd Coast Guard District_,
New York, NY: 19613 -1973
• Associate Civ:Ll Engineer, 1969 ·-~ 1973
• Assistant Structural Engineer, 1968 -1969
" ••
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ANDREW 0. MCDERMOTT
Job Title: Project Estimator
Work Location: Bellevue
Education: Louisiana State University
Special
Qualifications: Major participant in Chicago Deep Tunnel
Project
Professional
Registration:
Parent Company: Harza Engineering Company
~xperience and Qualifications Relevant ~ the Susitna Project:
August 1982 ·to Date: Harza Engineering Company. Chicago, Illi-
nois. SeniorEstTmator, Construction Management Department a
Prepared cost estimatss for dams, powerplants and underground
construction.
December 1969 _!:.~July 1982: J.F. Shea Co., Incorporated.
• Project Engineer, Chicago, Deep Tunnel, 3/79-7/82. Coordi-
nat.ed dasign and field assembly with manufacturers of tun-
nelling equipment including one 32--foot and one 15-foot
tunnel boring machine, one head frame, and one 30-foot
concrete fanning system. Designed and. supervised fabrica-
tion of all ancillary equipment: tunnel jw~bo, grout set-
up, bridges, railroad structures, concrete batch plant, and
underground trailing gear for mining m1d concrete. Super-
vi.sed all special and typical job engineering. Negt~t.~ ated
real estate leases for additional property at various shaft
sites.
• .hssistant Project Manager, A-ll-a Project Matro, W'ashing-
ton,·n.c. 1/78-3/79. Assisted project manager on 10,000
L.F,.. tunnels, 6 shafts~ 3 enlargements( and 2 structures.
Realigned various reaches of tunnel to avoid bad ground
areas. Supet'vised all jobsite engineering. Estimated job
budget and monitored cost control. Negotiated ancl super-
vised major subcontracts.
Lead Estimator, Be·thesda Maryland Office, 7/76-l/78o Su-
pervised estimates on five major metro contracts including
conventionalmining, T.B.M. mining, open cut 1 cut and cover,
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ANDREW 0. MCDERMOTT
Project Estimator
-2-
station enlargements (heading and bench plus mult-drift),
and shafts. Included was successful bid on a.-11-a above.
• Project Engineer, Contract C-5, Metro, Arlington Station.
12/72-"/ /76.. Designed procedures and equipment to excavate
first underground station (hard rock) in D .. C. area: four
vertical shafts, one underground shaft, and 720 L.Fe of 50-
foot high and 60-foot wide station. Worked very closely
with tunnel superintendent. in connection with excavation
procedurer depth of round, and support of excavation (steel
ribs and shotcrete). Supervised erection of first
cofferred station o£ same.
• Chief Estimator., Walnut, California, 12/69-12/72. Super-
vised estimates on many projects including the following:
-Gillboa-Blenheim, California
New York Water Tunnel
Pyramid Dam, California (Low Bidder)
Bernesconi Tunnel #2, California (Low Bidder)
Red Hill Tunnel, Hawaii
Thompson Yarra Tunnel, Australia
G-4 Tunnel, lvashington, D.c. (Low Bidder)
Snettisham Power Company, Alaska
July 1966 to July 1969: s. s. ~lullen, Seattle, Washington. Area
Manager for v.rork in Washington' and Oregon, Work included rail-
road relocation in Central Ferry, Washington; levee rehabilita-
tion in Mil ton F:r.eewater, Oregon; bridge repair, t\vo freeways,
and negotiated excavation for Boeing Company £or Paine Field in
Everett, Washington.
August 1964 to December 1969: McNamarra Corporation of Cali-
fornia.. Estimator for free~vays, dams and poW:erhouse. Project
Manager for Pacifica Freeway California. Area Manager on four
freeway projects (Pacifica, Tracy., Camp Roberts and Chico, Cali-
fornia).
1952 to 1964: Kaiser Engineers, Oakland, CaLifornia. Field
Engineer, Lompoc, California, Process Plant. · Area Engineer,
Baton Roug~, Louisiana, Aluminum Plant. Office Eng:Lneer, Garri-
son Powerhouse, North Dakota. Area Engineer, Grammercy, Louisi-
ana, Aluminum Plant. Project Engineer, Howard Hanson Dam, Green
River, Washington.
ANDREW o~ MCDERMOTT
Project Estimator
Client References:
Project j$J'ame:
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'rARP
The Me·t:.ropol itan Sanitary
District of Chicago
100 E. Erie Street
Chicago, Illinois 60611
Joseph H. Irons
Ronald A. Newbauer
Frank E. Dalton
(312) 751-5600
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Job Title:
work Location:
Education:
Special
Qualifications:
Professional:
Reg.i.jitration:
Parent Company:
JAMES L. BECKMAN
Lead Cost/Schedule Control Engineer
Field and Non-Technical Services
Anchorage
Bachelor of Science in Civil Engineering
1970, University of Notre Dame
MBA, Marketing
1976, New York University
Eleven years relevant experience
Engineer-In-Training, Indiana
Ebasco ~ervices Incorporated
Experience and Qualific~tions Relevant to the Susitna Project:
Principal Engineer with eleven years of home office and field
experience in estimating, cost/ scheo.ule control, finance and
marketing of fossil, hydro and nuclear electric generating
stations. Responsibilities include assessin·g and monitoring all
cos·ts and schedules associated with the engineering I procurement
and construction phases of the projects; development:. of cash
flows, integr:ated CPM logic networks and associated resot.1rce
loaded. schedules," and implementation of earned value systems.
• Administrative responsibilities include supervision of the
cost/schedule staff, periodic reviews and training of per-
sonnel, d~velopment of departmental manpower forecasts and
hiring of staff as required.
• Previously responsible for coordinating and writing por-
tions of the Company's marketing plan and five and ten year
Corporate Plans, preparing market research and sales and
marketing da.ta 1 editing of public relations material, and
administering the executive's eight reporting departments.
• Previously responsible for managing an international
client's account with domestic vendors, including interfac-
ing the Traffic, Expediting, Purchasing, Accounting and
Treasury Departments.
I JAMES L. BECKMAN -2-
Lead Cost/Schedule Control Engineer
Field and Non-Technical Services
Representative ExpEtrience:
Client Project Size Fuel Position
Houston Lighting &
Power Co.
Allens Creek
Unit No, l
1200 ~m Nuclear Project
Cost/Sche-
dule Engi-
neer
Washington Water
Power Co.
Louisiana Pow~ ~ &
Light Co.
Niagara Mohawk
Power Corp.
New York State
Electric & Gas
Corp.
Consumers Power
co.
Emp1oymen~ History:
Noxon Rapids 125 MW Hydro
Unit No. 5
Waterford Unit 1165 ~7 Nuclear
No. 3
Lake Erie Unit 850 MW Coal
Nos. 1 & 2 ea.
Homer City Unit 600 ~m
No. 3
Ludington 825 MW Hydro
Pumped Storage
Project
Cost
Engineer
Project
Estimate
Project
Estimate
Lead Civil
Estimate
Construc-
tion Cost
Engineer
Ebasco Services Incorporated, New York, 1TY; 1970-Present
• Principal Engineer, 1979-Present
• SenioL Engineer, 1976-1979
• Engineer, 1974-1976
• Associate Engineer, 1973-1974
• Assistant Engineer, 1970-1973 (Includes Military Leave of
Absence)
u.s. Army-Corp. of Engineers, Washington, D.C.; 1970-1972
e Civil Engineering Aide
Tweed & Erikson, Highway Consultants, Columbus, Ohio~ Su..rnmel."s,
1968 & 1969.
e Engineering and Design Technician
ASSIGNMENT OF HARZA-EBASCO JOINT
VENTURE PERSONNEl:, TO THE
SUSITNA HYDROELECTRIC PROJECT
RESUMES11
Environmental and Regulatory Programs
Project Position
FERC License Support
Manager
Agency Liaison Manager
Permits Coordinator
~~qua tic, Ecology
T,~rrestrial Ecology
Resources Plainning
aellevue Environmental
Support
Fisheries
Wildlife
Recreation,. Aesthetic,
& Cultural Resources
Land Use
Socioeconomics
Water Resources
Soils & Geology
Project Economics &
Al ternati,tes
Individual, Assigned
J.P. Robinson
v-1. J. Wilson
J.A. Marx
J .. R. Bizer
R.V. Densmore
J'. A. Richardson
D.L. Beyer
R.L. Fairbanks
R.K. Suttle
C.a E.· Lawson
E.S. Cunningham
B.K. Lee
R. c. Acker
w., Hutchinson
y Resumes are presented in alphabetical order.
Work
Location
ll..nchorage
Anchorage
Anchorage
Anchorage
Anchorage
Anchorage
Bellevue
BeJ.levue
Bellevue
Bell,evue
Bellt.7VUe
Bellevue
Bellev~ue
Bellevue
.;/
"' . ENVIRONMENTAL AND ·
REGULATORY PROGRAMS
Job Title:
Location:
Educa.tion:
Special
Qualification:
Professional
Registration:
Parent Company:.
RICHARD C. ACKER
Lead Geologist
Bellevue
Master of Science in Geology
1950, Brown University
Bachelor of Arts in Geology
1947, Williams College
Major participant -TARP
Corps of Engineers special studies of
foundations in permafrost
Registered Professional Geologist -
Ca.l ifGrnia
Registered Engineering Geologist -
California
Harza Engineering Company
E~perience and Qualifications Relevant to the Susitna Project;
November 1973 to Date: Head, Geology Section, Geotechnical
Department. Directs geologfc ~nvest~gations wh~ch compr~se core
borings ; in-hole permeability testing; do\vn-hole geophysical
surveys; surface.geophysical surveys; exploratory adits; in-
situ tests in adits, chambers, and borehol~s; hydrogeo-
logic exploration; and seismic test.evaluation for many of the
Company~s major projects.
• Rockfill Dams. Patia site 405, Colombia; f~asibility
invest~gat1ons for 840 ft4 high rockfill dam. Nader Shah
Dam, Ira.n; feasibility and design investigations, for 480
ft. high rockfill dam ~d preparation of contract
documents. Sogarnoso.Project, Colombia; feasibility
investigations for 945 ft. high rockfill dam. Maqarin
Project, Jordan; feasibilitiy and design investigations
for 495 ft. high rockfill dam and preparation of contract
documents. La Honda Dam, Venezuela; feasibility and design
investigatiQUS for 390 ft. high rockfill dam anO
preparation of contract documents. Project under con-
struction.
• Arch Darns. Reza Shah Kabir Arch Dam, Iran; feasibility and
des~gn investigations for 600 ft. high dam, preparation of
RICHARD C. ACKER
Lead Geologist
-2-
•
contract documents and construction surveillance~ Project
operating. Stron·tia Springs k'~rch D.7.mr ColorB.do;
feasibility and design investigations for ZOO ft. high
dam, preparation of contract docuflt~ntB o(td surv€lillance
during construction. Project complete OctoJ:Jerr 1982.
Southpark Reservoir Project, Colorado; prefeasibility and
feasibility investigations for 270 ft. high arch dam.
Underground Projects. TAR.P Project, Chicago; feasibility
investigations for i20 mile long tunnel and reservoir
complexo Geologic monitoring during construction nearly
completed of initial 21.5 mile mainstream segment.
Includes tunnels 20 to 35 ft. in diameter and underground
pumping chambers 63 ft. wide, 213 ft. long and 105 ft.
high. Blue Mountain Water Supply Project, Jamaica;
prefeasibility investigations for 29 mile long tunnel and
reservoir complex. Feasibility investigations for initial
10 mile tunnel reach. Mt. Hope Project, New Jersey;
geologic studies for planning development of an
underground hydro or compressed air energy storage facility
utilizing existing deep mine openings. Northwestern
Illinois Project; prefeasibility investigations including
three deep core borings (to 5500 fto) and extensive bore-
hole in-situ tests for potential 2000 MW -3000 MW under-
ground hydro development.
June 1967 to November 1973: Head, Geology Department, Geo-
technical Division. -
Major projects completed by the department included Reza Shah
Kabir Dam, Iran (feasibility and design investigation and
studies of 650-foot high arch dam); St. Lawrence Basin Appraisal
Studies (l8 darnsites); Rio Grande River Basin, Bolivia (damsite
appraiaal studies); Blue Mountains Water Supply Project, Jamaica
(appraisal and feasibility studies for diversion dams and 29
mile tun'1el complex); Chicago North Side Rock Tunnel
(feasibility investigati-ons 120 mile rock tunnel complex);
Patia Ri.ver Basin, Colombia (appraisal of 28 damsites,
prefeasibiiity investigation of five damsites, and feasibility
study of 850-foot high rockfill dam); Nader Shah Dam, Iran
(design investigat1ons for 480-foot high rockfill darn)p Gavin
Fly Ash Dam ancl Reservoir (site selection and desig~1 studies);
and Foothills Project, Site No. 3, C0lorado (feasibility
st\,JdTes of 265-foot high arch d-am).
August 1966 to June 1967: Geologist, Injus Basin Division.
Responsibilities included review of"geologic investigations and
reports, design drawings and specifications for West Pakistan )
RICHARD C3 ACKER
Lead Geologist
-3-
water dev-~lopment projects; report writing; and technical
assistance to Pakistan field staff.
February 1962 to August 1966: Principal Geologist.~nd Chief,
Geology and Materials Branch, Harza Engineering Company Inter-
national, Lahore, Pakistan. Projects included Karachi Ir~iga
tion Project, Hub Dam (Earth); Khanpur Irrigation Project,
Khanpur Dam (Earth); Gomal Irrigation and Hydro Project,
Khajure Kach Dam {Gravity); Kachhi Plains (Sibi-Jhatpat)
Projects; Kabul-Swat-Chitral Basin Reconnaissance Report;
Tarbela Dam Pr<?ject (Rockfill); Central Aggregate Contract, IBP
Geological Investigation (mapping and report of Bulland Hill
Quarry); Chasma Barrage Project; and Mangla Dam Project
{Earth). -
November 1956 to February 1962: District Geologist and Assis-
tant to Chief .-u.s. Corps of Engineers, New York,· New York,
Paving, Foundations and Naterials Branch.. Responsibilities
included all geologic work relative to siting, foundation and
materials investigations, design, construction and·maintenance
of structures, paving and water supply for nine military
airfields and a widespread radar/communications network.
P~eparation and review of geologic reports, foundation designs
•} and contract documents. Special studies of foundations in
permafrost. Surveillance of foundation work, aggregate and
quarry control during construction. Projects included DEW line,
Southeast Extension~ DEW line, Eastward Extension~ NIKE sites,
•
Thule, Greenland;' Ballistic Missile Early Warning Site {BMID~S),
Thule; Ballistic Missile Early Warning Site (BMEWS), Alaska.
November 1950 to November 1956: District GeQlogist, u. s. Corps of Engineers, Baltlmore, Maryland.
September 1947 to Fee_;:_uary 1950: Graduate Teaching Assistant.
Brown Unlversity, Providence, Rhode Island.
June to s·eptember 1948: Geological Assistant to Mine Superin-
tendent, R. T. Vanderbilt, Inc., Ralmat, New York ..
Ausust 1945 to November 1946: Geologist, u.s. COt"PS of
Engineers, Ft:' Belvo1r, Virginia.
Technical Papers: "Rock Nechanics Studies for Mossyrock Arch
Dam,., with D. E. Kleiner, ASCE, Power Jour-
nal, January 1971~
"Foundation and Abutment Treatment for High
Rock£ ill Dams, u with Jack c. Jones, ASCE
Journal Soil Mechanics and Foundations Divi-
sion, October 1972 •
RICHARD C. ACKER
Lead Geologist
Client References:
Project Name: ·
-4-
"Geohydrologic Monitoring, Karun River Dam,
Iran,u with J. A. Scoville and M. Baines,
Proceedings of the Tenth International
Converence on Soil Mechanics ana Foundation .. . .
Engineering.
TARP
The Metropolitan Sanitary
District of Chicago
100 E. Erie Street
Chicago, Illinois· 60611
Joseph H. Irons
Ronald A. Neuba~~~er
Frank E. Dalton
(312) 751-5600
'~
i!
ll
J
l
Job Title:
Work Location:
Edu.ca tion:
Snecial ,&;;
Qualifications:
Professional
Reg fstration:
Parent Company:
DONAIJD L. BEYER
Fisheries Resource Specialist
Bellevue
Oregon State University, B.S.
Fisheries.Science: 197D
University of Washington, M.S.
Fisheries Science: 1973
University of Washington, Ph.D.
Fisheries Science: 1977
Washington State Energy Facility Site
Evaluation Council Expert Witness
Testimony, 1978
No:1e
Ebasco Services Incorporated
Experience and Qualifications Relevant to the Susitna Project:
January 1978 to Prese~t: Presently a Senior Fisheries Scientist
in"' the Bel,levue ,· Washington office of Envirosphere company, a
Division of Ebasco Services Incorporated. Dr. Beyer is respon-
sible for the design, coordination and involvement in numerous
environmental programs and licensing efforts including: license
applications for bydroelectJ::ic facilities in the Pacific North-
west and Alaska; National Pollutant Discharge Elimination System
permits; environmental impact statements for, transmission line
routing and railroaq corridor si.ting 1 and impact ;;tnalysis of
energy-related projects on ecosystems.
• Presently involved in fisheries studies for the Grant Lake
Hydroelectric Project for the Alaska Pow,·n: Authority. Key
issues that are being investigated with respect to fish-
eries are instream flows, mitigation plans, and passage of
salmonid smelts around project facilities.
• Recently served as Project r.1anager for FERC license appli-
cations on Puget Sound Power and J:dght Company 1 s Nooksack
Falls and Sandy Creek Projects. Respons~bilities on both
projects were to coordinate, review and finalize the pre-
DONALD L. BEYER
Fisheries Resource
Specialist
-2-
paration of the entire Exhibit E sections of the license
documents5
• Has provided impact predic~ions on fisheries resource~
related to transmission line routing and developmE;nt.
These studies were on the Eugene-Medford, Flathead Valley 1
and Rake-Petersburg transmission lines.
• Provided expert testimony to the Washington State Energy
Facility Site Evaluation Council on fisheries studies re-
lated to the Waehington Public Power Supply System's NPDE3
hearings for its Nuclear Projects 3 and 5. Testimony in-
cluded defense of the fisheries monitoring program and
impact prediction for thermal discharges from the plant's
discharge.
• Has completed the field techniques, computer techniques,
and negotiations courses involving the u.s Fish and Wild-
life Service's Instream Flow Incremental Methodology. He
has applied this methodology ( IFG) to several ·streams in
the Pacific Northwest to assess instream flow requirements.
September 1970 to January 1978: Dr. Beyer served on the staff }
at.' Fisheries Research Inst~ tute of the College of Fisheries,
University of Washington as either a research assitant, research
associate, and fisheries biologist on numerous projects involv-
ing the design and coordination environmental investigations.
Client References:
Project Name: Sandy Creek Pt'oject/Nooksack Falls project
Virginia (Howell) Pistorese
Puget Sound Power and Light Company
Puget Power Building
Bellevue, Washington 98009
(206) 454-6363
Project Name: NPD.ES Hearings for WNP 3 and 5
Ken Wise
Washington PUblic Power Supply System
3000 George Washington Way
P.O. Box 968
Richland, Washington 99352
(509) 375-5371
-·. "-''l'~ -: ' '
<;,
DONALD L. BEYER
Fisheries Resource
Specialist.
-3-
Project Name: Rake-Petersburg Intertie
Grant Lake Hydroelectric Project
Remy Williams
Eric Marchegiani
Alaska Power Authority
334 West Fifth Avenue
Anchorage, Alaska 99501
(907) 276-0.001
Project Name: Flathead Valley Transmission Study
Judy Woodward
Bonneville Power Administration -EVHC
825 N.E. Multnomah
Portland; Oregon
(503) 234-3361
Qj')f'lQ
_, -, ;.c;.·V'V
Project Name: Eugene-Medford Tranmission Line Study
Ron Smith
Bureau of Land Management
P.O. Box 2965
Portland, Oregon 97208
(503) 231-6950
J
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'~
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. :'
I
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I
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Job Title:
Work Location:
Education:
Spe.cial
Qualifications:
Professional
"RAn~i ~i-rAi-i nn ~ ... ..,_ .. ::J--.. _.-__. ___ ----.. ,~··
Parent Company:
JOHN R. BIZER
Aquatic Ecologist
Anchorage
Doctor of Philosophy in Biology
1977, Washington University, St. Louis,·
Missouri
Bachelor of Arts in Biology
1969, Elmhurst College, Elmhurst,
Illinois
Prepared portions of Exhibits S and W of
FERC license application for Black Bear Lake
Project, Alaska. Expert witness testimony
for Kootenai Project.
None
Harza Engineering Company
Experience c:-nd Qualifications Relevant to the Su~itna Project:
June 197C!. to Present: Aquatic Ecologist, Land Resources and
Environmental Sciences Department. Responsible for preparing
environmental reports on the effects of proposed ~vater resources
development. As part of this responsibility, designs investiga-
tion methods for on-site evaluation of actual or potential im-
pacts on aquatic habitats a_nd recommends methods for environmen-
tal protection or impact mitigation to be incorporated in proj-
ect development.
• Project Scientist for the Black Bear Lake Hydroelectric
.n __ rnJ' ·=-· -~.t. ;n ~1-=-""1r~ . ~~ ~ ~.g i"~2 .; n ~h..... ......-~--...-,_ ... 4-.; ---~.c; r.~~.,.l,_.: . .._.: ..__
----.l...o ""' ..._....,.~".,...• -~--.1----.1..... '-L = .i;Jl.i;;;1:;"t4.L. O.l...L.Vll Vi.. .l:.!hll.L..U.I. t-:0
S nnd W of the FERC application for license. He assisted
in preparing recommendations for minimizing potential dis-
ruption of salmon spawning areas downstream of the project
and other aspects of the study aimed at minimizing the
potential for adverse water quality effects.
• Lead Scientist for the Raystown Hydroelectric Project in
Pennsylvania. Directed efforts of six investigators for
baseline studies! iJnpact 9nalx"sis, and preprtration of Rxhi-
bit E of the FERC license application. Participated in
exploratory and informational meetings with public agencies
during the planning studies. Participated in planning
-=~~~-u~ftJ r;.1<r' .. R •. · .. BfZER. -2-
Aquatic F.cologist
features of the proposed project to protect fish resources.
To support the application for license, developed, imple-
mented, and analyzed a study of the fish J;Ppulations in the
vicinity of the proposed intake structure to evaluate the
potential for fish entrainment or impingement.
• Project Scientist for enviromnental evaluation of proposed
hydroelectric inst?,llation at the u.s. Army Corps of Engi-
neers Suwnersville Project in West Virginia. Evaluated the
effects of flow fluctuation in the Gauley River downstream
of the project and provided recommendations for minimum
flows and methods of operation to protect fisheries and
recreationr~l resources in t.he river_
• Project Manager for a Baseline Water Quality and Biological
Survey of the Rocky River in southwest Michigan.. The pur-
pose of the study was to determine the possib].t; ~:E:_fegt;s of a stormwater dra1nage system which discharges sur-face run.:..
off from an industrial site into the river.
'
• Designed methodologies for the estimation of phytoplankton
densities and benthic fauna densitities as part of a water
quality monitoring program for the Yacyreta Project on the
Parana River in Argentina and Paraguay.
• Reconna,issance level assessment of potential impacts on the
aquati<,.: habitats for the Cuff '.s Run Pumped-Storage Facility
in southeastern Pennsylvania. Participated in the environ-
mental s~reening of 12 potential sites for an offstream
reservoir t.o augment the flow of the Susquehanna River for
power plant co'0Jing ..
• Lead Scientist for the preparation of FERC ExJ~ibit E for
the expansion of the Boundary Dam Hydroelectric Project in
Washington. Utilized existing data from the project area
and agency contacts for evaluation of potential impacts and
preparation of the environmental report. Assisted the
client, Seattle City Light, at agency and local community
meetings and the incorporation of review conunents into the
FERC application.
• Aquatic Biologist for Kootenai River Hydroelectric Project,
r4ontana. Prepared expert witness testimony regarding proj--
ect impacts on water quality and macro-invertebrate popula-
tions. Also assisted in preparation of fisheries testimony
to be presented in support of the project at FERC hearings.
January to June 1978: Assistant Professor of Ecology, Depart-
ment of Biological ScienQ<:;s, Illinois State Universit.Yr Normal:
)
.,
'
:I
'I '~
Aquatic Ecologist
Illinois. Taught lecture and laboratory course in General Ecol-
ogy; presented seminars in Ecology; conducted aquatic research
and prepared articles for publication in professional journals.
l1arch to June 1977: Acting Assistant Professor, bepartment of
BiologTCal Sciences, Stanford University, Stanford, California.
Taught course in Introductory Biology, supervised the activities
of 15 teaching assistants assigned to the course.
Client References:
Black Bear Lake
Kootenai
Rays town
Summersville
Boundar_y
,Eo9k.Y River
Mr. Brent Petrie, Project Manager
Alaska Power Authority
334 West Fifth Ave.
Anchorage, Alaska 99501
907 /27'6-0001
Mr. William T. Nordeen, General Manager
Northern Lights, Inc.
Sandpoint, Idaho 83864
208/263-·2163
Mr. Robert c. Richert
Water Resources Manager
GPU Service Corporation
P.O. Box 1018
Reading, Pennsylvania 19603
215/921-6545
Mr. Gerry Baumgardner
U.S. Army Corps of Eng ine:Frs,
Huntington District
Huntington, West Virgini~.a
304/529-5639
MJ:. G. Wayne Bishop,
Director of Civil Engineering
City o.f Seattle -City Light Dept.,
1015 Third Avenue
Seattle, Washington 98104
206/625-3000
Ms. Sandy Shelton
Hydra-matic Division
General Motors Corporation
One Hydra-mat.ic Drive
Three Rivers, Michigan 49093
616/278-0307
Job Title:
Work Location: ·
Education:
Special
Qualifications:
Professi,onal
Registration:
Parent Company:
ELLEN S. CUNNINGHAI:-1
Socioeconomic Planner
Bellevue
University of North Car9lina, M.R.P. -
Regional Planning, 1979
Trinity College, B.A .. -Philosophy, 1975
Surveyed community only energy needs in 100
communi ties in Northeast, South Central,
Alaska, Peninsula, Kodiak Island and
Aleutian communities
None
Ebasco Services Incorporated
Experience and Qualifications Relevant to the Susitna Project
February 1980 to Presenti Ms. Cunningham is presently a Senior
Assoc~ate Regional Planner in the Bellevue, Washington effie:<; of
Envirosphere Company, a division of Ebasco Services Incorporated
and has over four years of experience involving regional land
use, energy resources, and environmental impact assessment.
• Performed socioeconomic assessments for projects based in
rural areas. She prepared the socioeconomic and land use
sections of an EIS of a proposed railroad that would trans-
port coal across the Navajo Indiana Reservation in New
Mexico. This project involved a description of baseline
conditions and an impact assessment with particular atten-
tion given to the effects on the Navajo Nation. The scope
of work included an examination of the following potential
impacts~ population characteristics,; direct and indirect
~conomic effec:ts; fiscal; public services and community
in:frast:tucture; recreational opportunities; residential
and commercial land use; transportation; grazing land; and
agricultural cropland"' A.s part of the socioeconomic as-
sessment, Ms. Cunningham coordinated 'i.vi th Navajo tribal
leaders and BIA officials to obtain data sources and pro-
vide input on their areas of concern.
• Has significant experience working with isolaced communi-
ties in Alaska. She for.ecasted elec~ric load grow·c.h for
over 100 communities as part of a s~-·.1 scale hydroelectric
studies for the Alaska District Cor}:. i of Engineers. This
ELLEN S. CUNNINGH&~
Socioeconomic Planner
-2-
task involved an analysis of existing power requirements
and socioeconomic characteristics. She was responsible for
surveying community leaders about local attitudes toward
the development of small scale hydropower and the effect it
would have on the community lifestyle. As part of this
study, lYls. Cunningham performed ar.i economic analysis of the
cost of alternative power, e.g., diesel, combustion tur-
bines. As an outcome of this proj~Qt, Ms. Cunningham
presented a paper at the American Society of Civil Engi-
neers conference on the northern community held in ~pril
1981 on the small hydropower potential. in remote Alaska.
• Currently serving as assistant projec·t manager on a study
of a proposed transmission line in the Flathead Valley,
rvlontana. This has required coordinating the preparation
of an EIS and study documentation report, involving numer-
ous disciplines, as well as preparing the floodplains as-
sessment. She participated in public workshops and pre-
pared public workshop reports. Project responsibilities
also included an analysis of the effects .of energy conser-
vation measures on the need for the proJect.
•
•
•
Presently coordinating the environmental studies on a fea-
sibility study of the Kake-Petersburr Intertie proposed
transmission 1 ine in southeast Alaskc;. for the Alaska Power
Authority.. As part of the overall st,udy, she is preparing
the asses$~ent of recreation, land use, cultural resources,
and socioeconomics. ·
Has exper~ence with the siting and impact assessment of
large-scale energy projects.. Specifically, she prepared
and reviewed several environmental and planning documents
on nuclear waste manag~ment and repository siting decisions
as part of the National Waste Terminal Storage program.
She was responsible for reviewing the demographic and
socioeconomlc sections of the Final Safety Analysis Report
and the Operating License Environmental Report. for WPPSS
Unit 3. The review was performed to ensure compliance with
Nuclear Regulatory Commission guidelines, technical
accuracy, and completeness.
Experience related to the impact assessment of energy
facilities extends to \vork. performed for the Railbel t
Electric Power Alternatives Study. Ms. Cunningham prepared
ELLEN S. CUNNINGHAt·t
Socioeconomic Planner
-3-
•
a generic socioeconomic and aesthetic asessment for the
overview phase of the study.
Prepared several planning report~i for Pacific Power and
Light on the consistency of a proposed 500 kV transmission
line with county and statewide planning goals. This
project was conducted ;3s partial fulfillment of NEPA and
Oregon State energy facility siting requirements.
Januar_x 1976 to September 1979: ~Is. Cunningham held three
positrons during this period as well as attending graduate
schoolo She was an assistant planner for housing and land use
with a regional planning agency in lvlassachusetts and conducted
studies on growth management, land use/water quality issues,
regional housing needs, and subdivision and zoning regulations.
Ms. Cunningham was a student intern at the u.s. Environmental
ProtefJtion Agency where she conducted a study on opportunities
for 208 water quality and coastal zone management program
coordination at the state level. As a graduate student at the
Univf.:rsity of Ncrth Carol ina, ~Is. c~ ;1ningham held a re~1earch
assistant position for an NSF grant on evaluating the · \
effectivness of floodplain lattld use management.
Client References:
Project Name: Flathead Valley Reinforcement Project
Judith Woodward
Bonneville Power Administration
P.O .. Box 3621
Portland, Oregon 97208
(503 1 234-3361 ext. 4995
Project Name: Kake-Petersburg Intertie
Remy Williams
Alaska Power Authority
334 West Fifth Avenue
Anchorage, Alaska 99501
{907) 276-0001
Project Name: Navajo Railroad Environmental Impact Statement
James Murray
Consolidation Coal Company
2 Inverness Drive East
Englewood, Colorado 80112
(303) 770-1600
ELLEN S. CUNNINGHAM
Socioeconomic Planner
-4-
Project 1\Jame: (f Study on Consistency of Transmission Line 'v1ith
County and Statewide Planning Goals·
Pa u1 Higgins
Pacific Power and Light Company
920 sw Sixth Avenue
Portland, Oregon 97204
{503) 243-1122
Project Name: Small Hydropower Reconnaissance Study
Southcentral and Northeast Regions
Harlan Legare
Project Name:
Department of Army
Alaska District
Corps of Engineers
P.O. Box 7002
Anchorage, Alaska 99510
{907) 552-3861
Basic Ordering Agreement
Robert McPherson
Office of Nuclear Waste Isolation
Battelle Memorial Institute
505 King Avenue
Columbus, Ohio 43201
(614) 424-6424
::::::
Job Title:
Work Location:
Education:
Special
Qualifications:
Professional
Registrations:
Parent Company:
ROSEANN VAN ESSEN DENSMORE
Terrestrial Ecologist
Anchorage
University of Iowa, B.S.
General 3cience: 1970
University of Alaska, M.S.
Botany: 1974
Duke University, Ph.D -Plant Ecology,
Mine~ Forestry: 1979
10 years experience in Arctic and Subarctic
terrestrial ecosystems
None
Ebasco Services Incorporated
Experience and Qualifications Relevant to _the Susi tna Project
June 1982 to Present: Presently a Senior Terrestrial Ecologist
in the Anchorage, Alaska office of Envirosphere Company, a Divi-
sion of Ebasco Services.Incorporated. Dr. Densmore has reviewed
selected technical aspects of the Waterflood project and other
large-scale projects, and has established communications with
regulatory agencies and principal investigators.
October 1980 to June 1980: Before joining Envirosphere, Dr.
Densmore-worked for the Alaska State Pipeline Coordinator's
Office, providing expertise on restoration for the Alaska North-
west Natural Gas Transportation System. Her duties included
review of design criteria, permit applications, and policy
statements; and development of guidelines for mitigation criter-
ia and methods during and after construction that would minimize
disturbance and facilitate surface stabilization and rapid re-
storation of native plant communities. Responsibilities requir-
ed coordinating with all involved state and federal agencies,
and working closely with civil engineers to ensure that mitiga-
tion methods were feasible and cost effective.
May 1978 to October 1980: Dr, Densmore \vas a Research Associate
at the UniVers:tty of Alaska, with duties as director of a re-
search program on moose habitat within and north of the Trans-
Alaska Pipeline system. The study included baseline environmen-
tal analyses; identification, descriptionp and mapping of habi-
tat; quantitative measures of utilization; quantitative assess-
nent of impacts; and development of mitigation strategiese
~
' ;•
'
ROSEANN VAN ESSEN DENSMORE
Terrestrial Ecoloqist
-2-
January 1972 to May 1978: Research from 1972 to 1978 was
conducted under contract to the Institute of Northern Forestry
(U.s. Forest Service) in Fairbanks, Alaska, and for a Ph.D in
Botany from Duke University. Studies during this time
emphasized reproduction ecology of the dominant plants of the
Alaskan forest and tundra and regeneration of plant habitat
communi ties follo~1ing disturbance·~ Investigations included
habitat regeneration following wildfire and varying prescribed
burning regimes and forest regeneration following logging.
Client References:
Project Name: Dr. Charles Behlke
Alaska State Pipeline Coordinator•s Office
1001 Noble Street
Fairbanl::s, Alaska
(907) 456-4835
,,
Job Title:
Work Location:
Education:
Special
Qualifications:
Professional
Registration:
Parent '::ompany:
RANDAL L. FAIRBANKS
Wildlife Resources Specialist
Bellevue
University of Washington, B.S.
Wildlife Sciences, 1972
University of Washington, M.S.
Wildlife Ecology and Biostatistics , 1979
Oregon State Energy Facility Siting Council
Expert Witness Testimony ~ 1982
Certified Wildlife Biologist -The Wildlife
Society
Ebasco Services Incorporated
Experience and Qualifications Relevant to the susitna Proj~r;t
1976 to Present: Presently a Principal Wildlife Scientist ih
the Bellevue, Washington office of Envirosphere Company, a Divi=
sion of Ebasco Services Incorporated. Mr. Fairbanks is or has
been responsible for a variety of projects that include:
• Vegetation and wildlife field studies and the preparation
of those respective sections of Exhibit E of the FERC li-
cense applination for the Grant Lake Hydroelectric Project,
Alaska, for the Alaska Power Authority.
• All biological studies and the preparation of the biolog-
ical sections of an Environmental Assessment for the Rake-
Petersburg transmission line intertie in southeast Alaska.
This work is being conducted for the Alaska Power Author-
ity.
• All biological studies and the preparation of the biolog-
ical sections of a Study Documentation Report, including a
Wetlands Assessment, and Environmental Impact Statement for
the Flathead Valley ~30 kV transmission line project in
northwestern Montana for Bonneville Power Administration.
• All biological studies and the preparation of the biolog-
ical sections of a Technical Investigations Report and
FANDAL L. FAIRBANKS
Wildlife Resour.c:e
-2-
Specialist
Environmental Impact Statement for a 500 kV transmission
line project in southwestern Oregon for the Bureau of Land
1'1anagement. This was a third party EIS sponsot:ed by Paci-
fic Power and Light Company.
• Preparatioti of terrestrial ecoldgy impact assessments for a
wioe variety of electrical power generation alternatives
throughout the Railbelt region of Alaska for Battelle
Northwest as part of the Railbelt Electrical Power Alterna-·
tives Study.
• An extensive environmental monitoring program associated
with Washington Public Power Supply Nuclear Projects 3 and
5 in southwestern Washington for 2 years.. Program involved
field and laboratory studies ()f water quality, aquatic
ecology, terrestrial ecology, and air quality and required
a full-time staff of approximately five scientists and
te<::hnic ians.
• An evaluation of the effects on wildlife of ~7ilderness
versus multiple-use management of a forested watershed in
western Oregon, for review of wildlife-forestry conflicts
associated with a Bureau of Land Management Plan in south-
western Oregon, and for the preparation of an annotated
bibliography on Rocsevelt Elk.
1975 to 1976: Mr. Fairbanks was a biostatistician for the De-
partment of Army at the Rocky Mountain Arsenal. In this posi-
tion, he was responsible for: design and implementation of an
ecological sampling program to determine population sizes, habi-
tat preferences and reproductive success of terrestrial ana
aquatic vertebrates and some invertebrates, and the distribution
of vegetation on the Rocky !Vlountain Arsenal; design of the samp-
ling program for pesticides, heavy metals and other contaminants
in soil and plant and animal tissue.
1974 to 1975: Mr" Fairbanks '-1as a terrestrial ecologist for
John Graham and Company. In this position his responsibilities
included studies for a variety of environmental impact assess-
ments and natural resources inventories.
Client References:
Project Name: Rake-Petersburg Intertie
Grant Lake Hydroelectric Project
Remy Williams
Eric Marchegiani
' "'.1.
.)
RANDAL L. FAIRBANKS
Wildlife Resource
Specialist
-3-
Alaska Power Authority
334 West Fifth Avenue
Anchorage, Alaska 99501
(907) 276-0001
Project Name: Flathead Valley Transmission Study
Judy Woodward
Bonneville Power Administration
825 N.E. Multnomah
Portland, Oregon 97208
(503) 234-3361
Project Name: Eugene-Medford Tranmission Line Study
Ron Smith
Bureau of Land Management
P.O. Box 2965
Portland, Oregon 97208
(503) 231-6950
Project Name: Environmental Monitoring Program for WNP 3 and 5
Ken Wise
Washington Public Power Supply System
,Iii)~.. . 0 h . t>j 300 George Was ~ngt.on Way
P.O. Box 968
Richland, Washington 99352
(509) 375-5371
Project Name: Boulder Creek Watershed Wildlife Evaluation -
Southwest Oregon
Douglas Timber Operators, Inc.
Suite 222, Pacific Bldg.
727 Southeast Cass Avenue
Roseburg, Oregon 97470
(503) 672-0757
Project Name: Railbelt Electric Power Alternatives Study
Jeff King
Battelle Northwest
P.O. Box 999
Richland, Washington 99352
(206) 376-4741
Job Title:
Wor.k Location:
Ec'ucation:
Special
Qualifications:
Pr·o fe s s ional
Registration:
Parent Company:
WILLIAM HUTCHINSON
Project Economics and Alternatives
Specialist
Bellevue
University of Texas at Aust.in, M.A.
Economics.: 1967
Washington and Lee University, B.::\.
Economics and French: 1965
Fifteen years of Water Resources
Economics Experience
None
Ebasco Services Incorporated
Experience and Qualifications Relevant to the Susitna Project
----=---
November 1979 to Present: Presently Senior Economist in the
Bellevue, WashTngton, office of Envirosphere Company, a divisicn
of Ebasco Services Incorporated, Mr. Hutchinson is responsible
for project economic studies and socioeconomic analyses for
Envirosphere energy ana natural resources projects.
• Current work includes preparation of the human resources
sections of a Federal Energy Regulatory Commission license
application Exhibit E for the Grant Lake Hydroelectric
project, Kenai Peninsula Borough, Alaska. This project
includes assessment of historic and archaeological impacts
as well as socioeconomic, recreation, aesthetic, and land
use effects of project construction and operation.
• Previously conducted cln assessment of human resources im-
pacts of the Sandy Cre.ek Hydroelectric Project, Whatcom
County, Washington. This work involved analysis of the
project's impacts on the local economy, preparation of a
recreation plan, analysis of land use changes, and assess-
ment of aesthetic impacts of a 17 megawatt hydroelectric
plant. The results of these analyses constituted a part of
the project's Federal Regulatory Commi:=;;sion license
application Exhibit E.
WILLIAM HUTCHINSON
Project Economics and
Alternatives Specialist
-2-
• Conducted a technical review of Final Safety Analysis
Report sections on geography, demography, and indqstrial
transportation, and military facilities for Washii"'gton
Public Power Supply System units 3 and .5.. This re\~iew
involved analysis of the report to ensure compliance with
Nuclear Regulatory Commission rules as well as to ensure
technical accuracy and completeness.
January ]..980 to November 1981: Mr. Hutchinson served as Direc-·
tor of Planning for the Pacifi(:: Northwest River Basins Commis-
sion in Vancouver, Washington. Responsibilities involved analy-
sis of eC'onomic and environmental characteristics of hydroelec-
tric powL.!", navigation, irrigation, and fisheries in the Colum-
bia River Basin;. assessment of potential development of large
scale hydroelectric power, low-head hydro, geothermal water,
cogenerati<;:>n, and biomass in the Pacific Northwest; biological
and physical data collection and research, and analysis of
estuarine env..'.ronmental processes; coordination of state, feder-
al and private natural resources planning in the Columbia River
Basin1 review and analysis of state and federal natural resour-
ces policies; and administrative responsibilities including
budget preparation, management of planning activities, and staff
supervision.
December 1974 to December 1979:: Mr. Hutchinson served as Direc-
tor of Comprehensive Planning for the Missouri River Basin Com-
mission in Omaha, Nebraska. Mr. Hutchinson conducted analyses
of projected economic, social, and demographic characteristics,
and forecasted water requirements in 10-state Missouri River
Basin; designed and directed computer-based natural resources
information management system; ser.ved as economic a~visor to
Nebraska governor's economic evaluation of North l:.,oup Irrigation
Project and conducted analysis of economic benefi.ts of the proj-
ect to agricultural production; prepared a water ~~Bources pl~n
for James River Basin in North and South Dakota, and prepared
water resources management plan for Missouri River Basin.
December 1967 to November 1974: Mr. Hutchinson served as Branch
Chief arid Sta£x-Economl$t lor the Texas Water Development Board
in Austin, Texas. Eis responsibilities included forecasting
municipal, industrial, and electric powe.r water use and demand.
He forecasted electric power costs and availability for operat-
ing water resources conveyance facilities, and asses~ed alterna-
tive energy sources; developed computer models of tht.=rmal elec-
tric power plant condenser cooling systems; projected state
6i'l:'i ~-!;;·
WILLIAH HUTCHI.NSON
Project Economics and
Alternatives Specialist
petroleum production from secondary recovery; conducted surveys
of economic, social, an demographic characteristics and water
use of major municipalities and industrial installations~
evaluated load applications from municipalities to water devel-
opment fund to determine water system requirements and financial
expectations.
Client References:
Project Name: Sandy Creek Hydroelectric Project
Larry Tornberg
Puget Sound Power and Light Company
Puget Power Building
Bellevue, Washington 98009
(206} 454-6363
Project Name: Columbia River Basin Planning St.udies
George Proctor
Proctor, Puckett and Fairclo
280 Main Street
Klamath Falls, Oregon 97601
Project Name: Missouri River Basin Studies
Carroll Hamen
Missouri Basin States Association
10050 Regency Circle
Omaha, NE 68114
(402) 397-5714
Project Name: Texas Water Resources Planning
Charles Nemir
Texas Dept. of Water Resourc~s
P.O. Box 13087, Capitol Station
Austin, Texas 78711
( 512) 4 75-3187
Job Title:
Work Location:
Education:
Special
Qualifications:
Professional
Registration:
Parent Company:
CHRIS E~ LAWSON
Land Use Planner
Bellevue
Western Illinois University, B.S.
Geographyf 1976
University of Washington, M.A.
Geography, 1979
Oregon Energy Facility Siting Counc~l
Expert Witness Testimony -1982
None
Ebasco Services Incorporated
Experience and Qualifications Relevant to the Susitna Project -------------------~~--
November 1979 to Present: Presently Senior Associate Resource
Planner in theBellevue, Washington office of Envirosphere Com-
pany, a division of Ebasco Services.Incorporated. Mr. Lawson
has been responsible for performing economic, social, land use,
and rec·reation studies for various environmental projects con-
ducted by Envirosphere ..
o Has worked on several water resources projects, including
the preparation of the FERC license application Exhibit E
for two Puget Sound Power and Light Company hydroelectric
projects in Washington. For the Nooksack Falls Project,
Mr. Lawson prepared the socioeconomic report and portions
of the recreation report, and assisted on the land use and
aesthetics reports. Responsibilities for the Sandy Creek
Project Exhibit E involved review of the four social sci-
ence reports. Mr. Lawson also developed the socioeconomic
and land use studies for the environmental impact statement
on the Ak Chin Water Supply Project in Arizona, undertaken
for the U.S8 Bureau of Indian Affairs.
• Extensive experience with environmental studies of trans-
mission lines. Mr. Lawson performed several land use and
socioeconomic tasks in the preparation of the environmental
impact statement for a proposed Pacific Power and Light
Company 500 kV transmission line from Eugene to Medford,
CHRIS E. LAWSON
Land Use Planner
-2-
•
Oregon. The EIS was prepared in a third-party role for the u.s. Bureau of Land Ivlanagement, with the Bonneville Power
.Administration and Oregon Department of Energy also ihvolv-
ed as cooperating parties. Specific project responsibili-
ties included participation in routing studies, technical
investigations of agricultural, forestry, floodplain and
socioeconomic (including human health) impacts, preparation
e£ EIS sections for these elements, and expert witness
testimony before the state siting council. Mr. Lawson also
conducted socioeconomic studies and assisted on the fores-
try and agriculture studies for an EIS on a proposed Bonne-
ville Power Administration 230 kV power line in the Flat-
head Valley area of Montana, and had a major role in a
study of non-transmission line alternatives to this proj-
ect.
Assigned primary responsibility for several major compo-
nents of a socioeconomic study performed for a client seek-
ing to relocate a large work force in MontaP~ (client con-
fidential). The project required Envirosp:f{; ;· ·~ to recommend
a course of action on the basis of analyses·~-of baseline
economic, social, demographic, political, public service
and related·conditions; the potential socioeconomic impacts
resulting from relocating several hundred workers, and
hiring more in the local community; and location-sensitive
business cost factors.
0 Much of Mr. Lawson's experience has concerned public land
management and planning efforts. He was responsible for
the economic, demographic and forest use components of
socioeconomic overviews of the Mt. Baker-Snoqualmie and
Colville National Forests in Washington, prepared for the
u.S. Forest Service. Simila:t: project work involved parti-
cipation on a socioeconomic overview of the >:venatchee
National Forest in Washington, baseline socioeconoiuic char-
acterization for a Bureau of Indian Affairs forest manage-
ment plan for the Hoopa Indian Reservati.on in northern
California, and studies of the economic effects of proposed
timber management changes for Bureau of Land Management
lands in western oregon.
August 1979 to November 1979: Mr. Lawson served in the research
division of the Washington Department of Comraerce and Economic
Development, performing a variety of research and public contact
tasks. He assisted the division's economists in revision of the
Washington Projection and Simulation Model, including research
on major construction projects in the state and future trends in
CHRIS E. LAWSON
Land Use Planner
-3-
the agriculture and forest products sectors. Mr. Lawson also
prepared briefing papers on socioeconomic conditions of various
are~s of the state for the governor and department officials,
and responded to agency, business and citizen requests. for
economic information on Washington State.
June 1978 to September 1978: Mr. Lawson was an administratlve
intern withthe resear:Qh division of the.washington Department
of Commerce and Economic Departrnent. His major responsibility
was to prepare a review of local economic development plans and
economi~ assessments for regional subdivisions of the state. · · . .
September 1976 to August 1977: rlJr •. Lawson served as a planner
on the staff ofthe Western Illinois Regional Council. This
experience involved providing technical assistance to local
governments; developing grant applications; preparing regional
l.and use, housing and n1anpower reports; conducting a water rate,
5·-::,lldy for a municipal system; and performing A-95 reviews~
Client References:
Project Name: Nooksack Falls Project, Sandy Creek Project
Terry Oxley
Puget Sound Power and Light Company
' 10608 N.E. Fourth Street
Bellevue, Washington 98004
(206) 454-6363
Project Name: Ak Chin Water Supply Project
James R. Crowther
u.s. Bureau of Indian Affairs
3030 North Central Avenue
Phoenix, Arizona 85012
( 602) 241-22 75
Project Name: Eugene-Medford 500 kV Transmission Line
Ron Smith
u.s~ Bureau of Land Management
P.O. Box 2965
Portland, Oregon 97208
(503) 231-6951
Project Name: Flathead Valley Reinforcement Project
Judy Woodward
Bonneville Power Administration
825 N.E. Multnomah Street
CHRIS E. LAN SON
Land Use Planner
-4-
Project Name·:
Project Name:
Portland, Oregon 97208
(503) 230-4997
Mt. Baker~Snoqualmie, Colville, Wenatchee
Nat.ional Fores·t
Forest Socioeconomic Overviews
Arnold Holden
u.s. E'ot'est Service, Region 6
319 s.w. Pine Street
Portlano, Oregon. 97201
(503) 221-2877
r I h II
!r
~{
\~
\\,
BLJ.\1 Timber Management Study ·~.
Robert Vi.ncent (representing the Association
Oregon and California Counties)
176 Everg,reen Road
Philomath, oregon 97370
(503) 929.:..5635
of
Job Title:
Work Location:
Educa.tion:
Special
Qualifications:
Parent Company:
BAUM K. LEE
Water Resources
Bellevue
Doctor of Philosophy in Civil Engineering -
Hydraulics':\ 1973, Colorado State
University
Master of Science in Civil Engineering
Hydraulics, 1969, Colorado State
University
· Bachelor of Science in Civil Engineering
1963, Seoul National University, Seoul,
Korea
Major Participant ,..... . -~.:!ur~, Bath County
Harza Engineering Company
Experience and Qua.lifications B.elevant to the Susitna Project:
January 1980 to Date: Assistant Section Head Hydrology, and
Senior HYdrologist Harza Eng~neering Company, Chicago;
Supervises, coordinates and performs surface-water hydrclogic
assignments of al.l types.
• Study Manager for sedimentation investigation for 14 locks
and dams in Europe"' The results of studies are to be used
to predict sediment impact on the New Lock and Darn No • .26,
Mississippi Riverv
• Federal Energy Regulatory Comillission expert court witness
for Kootena,i River Hydroelectric Project, lYiontana. Pre-
pared direct testimony on river-reservoir sedimentation and
hydraulics"
• Housatonic River Project, Massachusetts. Supervised, re-
viewed, and prepared '~ork program for PCB-sediment trans-
port studies.
• Supervised and coordinated comprehensive PMP/PMF studies
for the watersheds above Cheesman dam near 105° meridian in
Colorado. The studies were made in coordination with vari-
ous government agencies including National Weather Ser-
vices.
BAU!'-'1 K. LEE
Water Resources
-2-
• Field assignments in Senegal, Africa for Lower Casamance
River Irrigation Master Plan.
• Studies, in Thailand for Nam Mun Irrigation Project, and in
Chile for Pehuenche Hydroelectric Project. For each-of
these projects, performed field investigation, prepared
hydrology work program, supervised analyses and coordinated
the studies.
• Supervised spillway adequacy and·dam-break studies for over
25 dams in the United States. The studies provided input
to Dam Safety Inspection Report and Emergency Action Plan
preparation. National Weather Service DAMBRK and U.So Army
Corps HEC-I computer models were used.
August 1977 to December 1979: Senior Hydrologist, Land Resour-
'C'e's andEnvironmental Sciences Department. Supervised, coordi-
nated, and performed flood and storm analyses, sedimentation and
erosion studies, stochastic hydrology, mathematical modeling,
and determination of water availability for domestic and over-
seas projects.
• Three-week ass:i.gnment in Brazil for Cipo and Primavera
Pumped Storage Project. Prepared hydrology work program
and subsequent reports. Performed field investigation.
Trained local hydrologists.
• Puyango-Tumbes Multi-Purpose Project, Ecuador and Peru.
Prepared hydrology report, coo~cdinated hydrologic s.tudies
being conducted by associated ~irms in the two countries,
and trained local hydrologists.
March 1973 to June 1977: Hydrologist. Established a sedimenta-
tion laboratory and a streamflow and sediment measuremen prog-
ram, and trained local hydrologists for El Nispero Project,
Honduras.
Floods. Determined probable maximum floods for spillway
des1gn of Strontia Springs Dam, Colorado; Guri Dam, Vene-
zuela, Betania and Sogamoso Projects, Colombia; Maqarin
Dam, Jordan; and San Lorenzo Dam, El Salvador; applied
sto~m-transposition techniques and a hurricane model.
Analyzed monthly variation of flood potential for construc-
tion scheduling and investigated streamflow and flood fore-
casting rnodeJ.s for Guri Reservoir, Venezuela. Determined
design flood for Gotvand 1rriga't:ion Diversion Project,
Iran.
. t
•• BAUM K. LEE
Water Resources
-3-
• Sedimentation and Erosion. Determined sediment inflow to
reservoirs; predictef.l delta formation in reservoirs and
downstream degradation below dams; planned. sediment-control
structures for Powder River Project, Wyoming, and San
Lorenzo 1-teservoir, El Sal vader.. Predicted sed irnent con cen-
tra tion f:rom construction areas and recommended erosion-
control methods for Bath County Project, V~rginia. Deter-
mined sediment yields from surface-mine areas for Copper
Mountain Uranium Mine, wyoming.
• Water Availability. Performed computer simula·tion for heat
and mass-budget analysis for a cooling reservoir of a po~'ler
station in central Illinois, and hydrologic analyses for
cooling tower sites for nuclear power plants in Midwestern
u.s.
• Hydrologic and Lvleteorological Data f.'Ionitoring.. Evaluated
existing streamflo\'1 and \vater quality monitoring programs
and recommended improved monitoring program for surface-
mining projects, v\Tyoming. Designed hydrologic and meteoro-
logical data collection programs for Brumley Gap and Powell
.Mountain Pumped-Storage Projects, Virginia.
• l'Iathematical Modelingo Supervi.sed dam..:.failure simulation
~tud~es for Bath County Project, Virginia, and simulation
of reservoir"·stream temperature and dissolved oxygen for
Brumley Gap Pumped-Storage Project, Virginia. Applied
computer models, HEC-1, HEC-2, HEC-4, HEC-5, and WQRRS
developed by u.s. Army Corps of Engineers. Reviewed and
evaluated PCB laden sediment sampling program for Housaton-
ic River, Massachusetts. Rec0~nended the most suitable
mathematical model to determine PCB t:t·ansport rates under
various hydrologic conditions.
• Project Manager Intake-sedimentation study, Wo H. Zimmer
Nuclear Power Station, Ohio. Analyzed causes of sedimenta-
tion and future sedimentation ana recommended sediment-
control methods and monitoring program.
• Project Manager for ~esearch studies on sediment-yield
standards for thermal .. ·;?ower projects in the Midwestern
region, United States.
• Project Manager Garrison Diversion Unit, 'tA/ater Supply Proj-
ect North Dakota. Studied effects of return flows on 22
water-quality parameters in 1,400 miles of receiving
streams by using mathematical simulation models.
B1\UM K. LEE
Water Resources
-4-
September 1967 to March 1973: Graduate Research Assistant,
Colorado State Univers~ty. Worked for the U~S. Geological
Survey.
Julv 1966 to July 1967: Group Leader, Hydrology, Water Resourc-
es Division, Korean Engineering Consultant Corporation in Seoul,
Korea.
March 1963 to April 1964: Junior Civil Engineer, Hydrology
Group, WaterResources Division, Korean Engineering Consultant
Corporation.
Technical Papers
and Articles: "Laboratory Study of an Alluvial Stream at
One-Foot Depth," M.S. thesis, Civil Engi-
neering Department, Colorado State
"A Review of Some Stochastic Models for
Sediment Transport,n unpublished, Civil
Engineering Department, Colorado State Uni-
versity, Fort Collins, 80 p., 1972.
"Stochastic Characteristics of Particle
Movement Over a Dune Bed In with H. E. Jobson I
International Symposium on River Mechanics,
Bangkok, Thailand, Proc., Vol. 1, 15 p.,
1973.
"Stochastic Analysis of Particle Movement
over a Dune Bed," Ph.D~ dissertation,
Colorado State University, Fort Collins, 216
p.,. 1973.
"'Stochastic Analysis of Dune Bed E•rofiles 1 u
with H.E .. Jobson, Journal of Hydraulics
Division, American Society of Civil
Eng~neers, Vol\$ 100, No. BY. 7, pp. 849-867,
197411
"Stochastic Analysis of Dune Bed Profiles
{Closure)," with H. E. Jobson, Journal of
Hydraulics Division, &nerican Society of
C~Vll Eng1neer, Vol. 101, No. HY~ 11, pp.
1445~1447, 1975.
''Stochastic Analysis of Particle ~lovement
Over a :Dune Bed ,11 with H. E. Jobson, u.s.
() ..
l
I
f)
.J
• BAtJ.r.-1 K. LEE
Water Resources
Client References:
Project Name:
Project Name:
-5-
r ,, ,,
Geological Survey Open Ffl~ "'Rdport, Bay St.
Louis, Mississippi, 221 p,, 1975.
11 Stochastic Analysis of Particle tviovement
Over a Dune Bed, n with H.. E •. Jobson, u.s.
Geological Survey Profe~sional Paper 1040,
Washington, D.C., 72 p., 1977.
CVG -Guri Electrification Del Caroni, C.A ..
Direccion·obras de Guri
Apartado No. 62413
Caracas, Venezuela
Dr. Luis DGl Rio
Tel~ 011-582-921155
Bath County Pumped Storage Project
Virginia Electric and Power Company
Powerstation Engineering and Construction
P.O. Box 564
Richmond, Virginia 23204
Mr. J~M. Hagood, Jr.
(804) 771--6103
•
•
Job Title;
Work Location:
Education:
Special
Qualificati9ns:
Professional
Registration:
Parent ComJ?any:
JEAN A. MARX
Permits CoQrdinator
Anchorage
University of Wisconsin, B\. s. -
Biological Sciences, 196~
University of Wisconsin, M~S. -
Biological Sciences, 1969
Permitting responsibility for the Terror
Lake Hydroelectric Project
None
Frank Moolin & Associates, Inc.
ExPerience and' Qualifications Relevant to the Susitna Project: -~.---
June 1981 to Present: As the Senior Environmental/Permits
Special~s-tfor,\frank Moolin & Associates in Anchorage, Alaska,
Mrs. Marx rev ie~rs environmental and permit data for company
projects and identifies environmentally sensitive issues, exist-
ing environmenta.l data, land use/ownership status, permit appli-
cation requirements, etc., which must be addressed, mitigated or
cleared to ensure that planning during design, construction and
operational phase.s is consistent with codes, regulations and
environmentally acceptable practices.
• The environm~~ntal/permi ts/safety field monitor for the
Terror Lake Hydroelectric Project, Kodiak, Alaska. She
identified all permits and land use authorizations for that
project for Kodiak Electric Association and the Alaska
Power Authority. License applications which had not been
submitted wer·~ drafted and forwarded to appropriate
agencies.
• Submits permit status reports for the project to the Alaska
Power Authorii:y and their contractors on a weekly schedule.
Field monitori-ng for conformance with regulatory and
environmental stipulations during the construction phase of
the project is an additional responsibility as a member of
the construction management team of Ebasco/FMAA.
May 1978 to June 1981: Mrs. Marx was employed by Northwest
Alaskan Pipeline Company, Fairbanks, Alaska, for-three years
engaged in the planning of the gas pipeline proposed for
JEAN A. MARX -2-
PE:~rmi ts Coordinator
construction from Prudhoe, Alaska through Canada along the Alcan
Highway to the Lower 48 states. Mrs. Marx specialized in plan-
ning stage technical and regulatory permit requirements for:
preconstruct ion activities. She was· an Authorized Field Repre-::
sentative for Northv1est during field exploration program activi-
ties to supervise contractors' operations for conformance with
permit stipulations, environmental constraints and project poli-
cies. Mrs. Marx provided the liaison between government agency
personnel and field contractors~
• Served as a Construction Enginc:er and provided recommenda-
tions t0 the Vice President of Construction with regard to
conceptual and detailed design of camps and life support
system to support the proposed gasline construction. She
provided the planning, coordination and construction super-
vision of four 78.,..man fly camps and five fuel and mainten-
ance stations north of the Yukon River~
July 1977 to May 1978: Mrs. Marx represented the State of
Alask.a as aSenior Planner for the Department of Environmental
Conservation on the comprehensive water resources planning study
management team for the southcentral Alaska area. In that :posi-
tion, she coordinated planning with federal, state, local and
private entities in analyzing water and land use and/or pre:ser-
vation of those resources.
June 1975 to July 1977: Mrs. Marx was the coordinator of
San~tary Engineering (life support facilities) for 18 construc-
tion camp operations for Alyeska Pipeline Service Company,
Fairbanks, Alaska. The camps supported the workers responsible
for construction of 800 miles of the TransAlaska oil pipeline.
She administered operator training management reports, emergency
spill notifications, laboratory data and permit reporting. She
supervised four to eight sanitary engineers and technicians who
provided technical assistance to contractors.
April 1974 to June 1975: Bechtel, Inc., San Francisco,
Cal iforn~a, empl,,yed Mrs. Marx initially as an Environmental
Engineer to plan and implement the environmental compliance
program for the construction of the 'rransAlaska oil pipeline.
Contractor•s conformance with applicable regulations was evalu-
ated and recommendations for conformance noted ..
A Field Superintendent for the projec~ and managed the
sanitary engineering services for 18 camps which included
•
• JL
JEAN A. MARX
Permits Coordinator
-3-
24 wastewater treatment systems (biological and physical/-
chemical) sludge and solid waste incineration systems!
potable water treatment plants, storage and distribution,
etc~ Camps supervised ranged from 300 to 1500 personnel,
with approximately 70 life support systems operating per-
sonnel.
September 1969 to April 1974: Mrs .. Marx came to Alaska follow-
ing th~s t~me frame as anemployee of the Wisconsin Department
,of Natural Resources where she was employed as a Natural
Resources Specialist IV with Environmental Standards. She was
responsible for planning, organizing and implementing the State
solid waste disposal licensing program in 26 counties. She
supervised three field inspectors who documented oonformance by
municipal and private waste and salvage site operators. Mrs.
Marx was one of the six water pollution biologists with the
Stateft She served on numerous advisory boards, (e.g. lake advi-
sory boards) and provided witness evidence of violations of
water quality standards for State waters. Hrs. Marx participat-
ed in on-site investigations and data compilation including
gathering environmental information to support State engineers
review decisions and/or enforcement of environmental codes and
concerns for existing point or non-point source activities (e.g.
atomic energy power facility location study -Chippewa River 1
Wisconsin).
Client References
Project Name: Terror Lake Hydroelectric Project
Frank Bostwick 1 KEA, Pt"oject Coordinator
Kodiak, Alaska
(907) 486-3261
Project Name: northwest Alaska Pipeline Company
Robert N. Hauser, Vice President of Construction
3333 Mi~kelson Drive
Irvine, California 92730
(714) 975-3050
Project Name: Southcentral Alaska "T.~and B" Study
Glenn Akins, Deputy commissioner
Alaska Department of Environmental Conservation
Pouch 0
Juneau, Alaska 99801
(907) 465-2601
•
•
Job Title:
Work Location:
Education:
Special
Qualifications:
Professional
Registra.tion:
Parent Company:
JAMES A. RICHARDSON
Resources Planner
Anchorage
Oregon State University M.S. -Agricultural
and Resource Economics! 1980
University of Calgary B.A. -Economics 1974
Experience on Susitna Projects & other
Alaskan Projects
None
Frank Orth & Associates, Inc.
Experience and Qualifications Relevant to the Susitna Projec!:,:
1981 to Present: Jim Richardson is a Senior Associates with
Frank-orth & Associates, Inc~ and is Manager of the Company's
Anchorage Office. In addition to z·esponsibility for the opera-
tion of the office, his responsibilities include project manage-
ment, business development and providing research and analysison
projects for a wide variety of private and public clients.
Mr. Richardson has been with FO&A, Inc. sin6e March 1982. Since
joining the Company, he has been involved in several completed
and ongoing projects. Specific project descriptions and respon-
sibilities are discussed below.,
• Project Leader for "Socioeconomic Impacts of Relocation
Effects on the State, Juneau and Matanuska-Susitna
Borough", a study prepared for the New Capital Site
Planning Commission, State of Alaska. Completion of this
study required coordination among several subconsultants
and study team members within FO&A, Inc. to be able to
complete a large amount of research tasks in a short period
of time. Mr. Richardson was also responsible for the
analysis of impacts for the Statewide section of the study,
presentations to the client and for day-to-day contact with
the client during the project.
• Project Leader, "Alaska Salmon Projected 1982 Market Condi-
tions" for the Office of Commerical Fisheries Development;
State of Associates, Inc. This study has presented, in an
JAMES A. RICHARDSON
Resources Planner
-2-
•
•
initial report, some of the characteristics of demand for
Alaskan produced salmon and also provided information on
some of the determinants of that demand. Phase II, which
is currently in progress, will develop price forecasting
and demand models w·hich will be placed on compute.r files
for the State of Alaska and maintained for future us€. Mr.
Ric"hardson 1 s responsibilities for the project are to coor-
dinate the participation of FO&A, Inc. with other menbers
of the study team and to provide research and analys~~. for
sections of the study.
Project Leader for a study to place a valuation on some of
the fish and game resources which tvould be impacted as a
result of the Susitna dam. This study, which is currently
in progress, will provide analysis of factors of valuation
for-the commerical, recreational and subsistence fish and
game users. Characteristics of user groups and impacts of
dam contruction impacts on the different user groups will
also be estimated; The role of Mr. Richardson in this
study is in study design, project management, coordination
of input from individuals to the study in completion of
several sections of the study.
Project Leader for 11 Longline Demonstration Project"1 a
study which is being prepared for the Alaska Fisheries
Development Foundation. This study is in the final stages
of completion of the second phase. Proiect responsibili-
ties include study desiqn~ organization of study team
research tasks, and client meetings and presentations. The
objective of the study is to obtain information on finan-
cial feasibility for a 124 foot longline processor.
Previous to 1981: Mr. Richardson was the economist for the
North PaciTic F.~shery Management Council in Anchorage. The
responsiblities of this position were to provide economic infor-
mation and analysis to the Council members on any fishery
matter, particularly those relating to Fishery Management PlansQ
Some major duties included development and completion of
research projects; either along or in cooperation with other
individual or groups; presentation of analysis along or in
cooperation with other individuals or groups; presentation of
analysis to members at Council meetings; representing the
Council to research agencies and other scientific groups on
matters pertaining to economics; and participating in the
Fishery Management Plan process \vhere specific analysis was
necessary.
JOHN P. ROBINSON
Job Title: FERC License Support.Manager
Work Location: Anchorage
Education: Master of Science in Zoology
1973, University of Wisconsin
Bachelor of Science in Biochemistry
1969, Michigan State University
Special
Qualifications:
Lead Environmental Scientist for Black Bear
Lake Project, Alaska
Expert witness testimony for Kootenai River
Hydroelectric Project, Montana
Professional
Registration:
None
Parent Company: Harza Engineering Company
Experience and Qualifications Relevant to the Susitna Project:
February 1976 to Present: Senior Aquatic Ecologist, Land Re-
sources and Environmental Sciences Department. Duties cover all
aspects of preparation or supervising the preparation of assess-
ments of potential aquatic impacts and formulation of mitiga-
tional enhancement measures. Coordinates impact evaluation and
design of mitigation measures with project engineering staff.
•
•
As Lead Scientist for t&e Black Bear Lake Hydroelectric
Project, Southeast Alaska, supervised project environmental
analyses and the preparation of Exhibits R, s, v, and W of
Federal Energy Regulatory Commission ( FERC) license appli-
cation. Other duties included coordination and meetings
with agencies and the public, design and monitoring of
field programs, and design of fisheries and wa.t~r quality
mitigation/enhancement programs. Principal aquatic mitiga-
tion/enhancement measures developed include a multi-level
power intake to minimize. fish entrainment and to minimize
changes in the downstream water temperature regime, as well
as modified discharge regime to minimize adverse effects on
the downstream salmon fishery.
Performed field studies of five potential hydroelectric
sites in Southeast Alaska for the Tlingit-Haida Hydroelec-
tric Project. Identified potential impacts, with major
emphasis on salmon fisheries resources and water quality~
. '-• ~ I'
,I •·.··
; : .~ "'
I JOHN P,, ROBINSON -2-
FERC License Support Manage.r
Provided coordination with federal and State of Alaska
resource agencies and developed a permitting outline for
the potential projects. ~-
• Fisheries Scientist for the Kootenai River Hydroelectric
Project, Montana. 1-'lonitored field studies and prepared
aquatic ecology sections of Exhibits S (impacts on fish and
wildlife resources) and W (environmental report) required
by the Federal Energy Regulatory Commission as part of the
license application for this 144-MW project. Prepared
responses to resourc~ agency and public comm~nts during the
Environmental Impact Statement review process. Developed
expert witness testimony on fisheries issues for presenta-
tion at FERC license hearings. in Washington, D.c.
• Prepared aquatic resources sections of Exhibit E of PERC
license application for the Raystown Hydroelectric Proj,ect,
Pennsylvania. Issues addressed included fish impingement
and entrainment, turbine mortality, multilevel intake con-
trol of the downstream water temperature regime, and down-
stream dissolved gas supersaturation.
• Analyzed aquatic resource costs and benefits of hydropower
installation at Corps of Engineers Summersville Dam, West
Virginia. Contributions included assessment of instream
flow requirments and effects of tailrace water temperature
regime on maintenance of trout populations.
• St. Joseph River Hydroelectric Project, Michigan and Indi-
ana. Identified and evaluated environmental, institution-
al, and regulatory ~actors influencing provision of addi-
tional generating capacity at five existing low-head hydro-
electric dams for a report to the U.S. Department of Ener-
gy. Factors evaluated included future expansion of the
salmonid river fishery and const1:aints on minimum and peak-
ing discharges. Assessed potential impacts of construction
(rehabilitation vs. new units) and operation (run-of-river
or peaking) alternatives on the aquatic environment, and
recommended mitigating measures for: adverse impacts identi-
fied.
• Fisheries Biologist for Yacyreta Hydroelectric Pr;oject, Rio
Parana, Argentina and Paraguay. Prepared detailed specifi-
cations for a two-year fisheries investigation program
con$isting of an experimental fishing study to gather base-
line ecological and life history data on major fish species
in the river, a fishing industry catch survey to obtain
estimates of present total yield and fishing effort, and a
socioeconomic analysis to describe the present role and
,.-,-·.
-.
• ~ i . . ..
JOHN P. ROBINSON -3-
FERC License Support Manager
importance of the fishery. Prepared preliminary technical
·specifications and capacity requirements for installation
of fish hatchery and laboratory facilities in the project
powerhouse. Prepared a report to the client describing the
fisheries recources of the Parana River and detailing the
rationale for and design and operation of fish passage
facilities. '
Febiuary 1974 to Januar 1976: Aquatic biologist with the
Sml.thsonian Institut1.on u.s. Peace Corps Environmental Program;
Servicio de Recursos Naturales, Ministerio de A,gricultura y
Ganaderia, El Salvador, C .. A... Duties included planning and
execution of fisheries and general biological surveys of major
river systems. Hade. recommendations on resource use and on
future investigative programs, with special emphasis on hydro-
electric impoundments on the Lempa River.
June 1970 to August 1973: University of Wisconsin, Mad:Lson,
wisconsJ.n,-Graduate research. Responsible for all phase;s of
coho salmon ultrasonic tracking program in LG\ke Michigan near
Point Beach Nucl.ear Plant, Wisconsin. Member of team :tnvestiga-
ting migratory movements of sockeye salmon near Prince Rupert,
B. c., Canada. Studied nearshore spawning movemen"f;fi,,Of white
bass in Lake Mendota, Madisonr Wisconsin. Att~lided special
course on miniaturized radio telemetry systems for monitoring
fish movements; marine research cruis8 off C'aP Hatteras 1 North
carolina.
Client References:
bers)e
Black Bear r.~ake
Kootenai
Rays town
(Names, current addresses & telephone num-
Mr. Brent Petrie, Project Manager
Alaska Power Authority
334 West Fifth Ave
Anchorage, Alaska 99501
907/276-0001
Mr. William T. Nordeen, General Manager
Northern Lights, Inc.
Sandpoint, Idaho 83864
208/263-2163
Mr. Robert c. Richert
Water Resources Manager
GPU Service Corporation
P.O. Box 1018
Reading, Pennsylvania 19603
215/921-6545
. . .•. ::---.
•
JOHN P. ROBINSON -4-
FERC License Support Manager
Summersville
St. Josep~ River
Mr. Gerry Bamngardner
u.s. Army Corps of Engineers,
Huntington Dist~ict·
Huntington, West Virg~nia
304/529-5639
Mr. William Stelle
Chief"Civil Engineer
ronerican Electric Power
Service Corporation
2 Broadway
New York, New York, 10004
212/440-9000
••
c
•
Job rritle:
Work Location:
Education:
Special
Qualifications:
Professional
Registration:
Parent Company:
RICK K. SUTTLB
Recreation, Aesb~etic, and Cultural Resources
Bellevue
Master of Landscape Architecture
1978, university of Hichigan
Bachelor of Science in Na·tural Resources
1975, University of Michigan
Expert witness testimony and FERC license
applications.
Landscape Architect-in-Training --Illinois
Harzs Engineering Company
_Experience and Qualifications Relevant ~o th_e Susitna Project:
May 1978 to Present: Landscape Architect, Land Resources and
Environmental Sciences Department. Responsibilities include
recreation planning and design, environmental planning and
impact analysis, facility siting studies, visual impact
assessment, and mine reclamation.
• Black ~ear Lake Hydroelectric Project, Alaska. Conducted a
visual impact assessment study and developed a recreation
plan for Exhibits V and R of the Black Bea.r Lake FERC Li-
cense Application. Also conducted a transmission corridor
alternative evaluation study as part of Exhibit w. Devel-
oped mitigation measures for identifi~d adverse impacts
and land management measures for transmission line routing
and construction.
• 12th Street Hydroelectric Project 1 Virginia. Provided an
evaluation of the impacts on existing recreation resources
and potential for additional recreation associated with the
restoration of an existing small hydroelectric site in
Richmond, Virginia.
• Summersville Modification Study, West Virginia. Identified
and evaluated recreation and aesthetic resources associated
with feasibility of adding hydroelectric power to an exist-
ing flood control and recreation reservoir. Study included
an on-site survey of whi tev1a ter boaters to aid in ev al ua t-
ing the potential impacts that alternative flow release
RICI< K. SUTTLE -2-
Recreation, Aesthetic, and Cultural Resources
patterns might have on whitewater boating. Evaluated po-
tential effects on downstre~n fishing and developed a c0n-
ceptual recreation plan. Also probed the effects different
reservoir levels would have on reservoir-based recreation
activities and resources. Aesthetic study included the·
evaluation of a rive't" stretch recommended for inclusion.
into the National Wild and Scenic River System.
• Raystown Hydroeledtric Project, Pennsylvania. Developed a
recreation plan and cost est.11nate for ExhJ.blt E of the FERC
License Application., Devise'd mitigation measures to reduce
project impacts on existing resources.
• Boundary Dam Hydroelectric Project Expansion. Washington.
•
•
•
Developed reports on land use, recreat~on "and aesthetic
resources for Exhibit E of the FERC License. Application.
studies included descriptions of existing recreational
opportunities and use, land use and visual resources, de-
velopment of a recreation plan, assessment of net effects
on visual and recreation resources, and development of land
management and resources protection measures.
Bath County Pumped Storage Project, Virginia. Developed a
recreation master plan for the. borrow area.-Report in-
cluded an area design concept, area master plan, design
details and estimated development costs. Additional stud-
ies involved evaluatioqs of recreation demand, need, and
national trends and their effect on projected recreation
use ·and development of proposed recreation facilities.
Additional studi~s also involved coordination with FERC
itself.
Kootenai River Hydroelectric Project, Montana. Develoned a
recreat~on plan and conducted a v1slial impact assessme;t
study using the u.s. Forest Service's computerized VIEWIT
program for Exhibits R and V of a FERC license application.
Developed mitigation measures for identified adverse im-
pacts which included shoreline modification and development
of flow distribution structures. Also prepared expert
witness testimony on recreation and visual resources in
support of the client 1 s application for license •
.§.t• ~eph River Hydroelectric ~reject, Indiana & Michigan •
Performed the analysis of benefits and adverse impacts of
hydroelectric development along the St. Joseph River, upon
recreation, scenic and historic resources. Studied oaten-
~ tial impacts of construction and operation alternatives
•
•
•
RICK K. SUTTLE -3-
Recreation, Aesthetic, and Cultural Resources
associated with developing additional generating capacity 0
at five low-head hydroelectric dams for a report to the
u.s. Department of Energy. Recommended mitigatingmeasures
for identif~ed adverse impacts.
l}
Client References:
Bath County
Black Bear Lake
Kootenai
Rays town
Summersville
. -
St. Josep~ River
Mr~ Jim Hagood, Jr.
Director of Hydroelectric Engineering
Virginia Electric and Power Company
PoO. Box 564
Richmond, Virginia 23204
804/771-6103
Mr. Brent Petrie, Project Manager
Alaska Power Authority
334 West. Fifth Ave.
Anchorage, Alaska 99501
907/276-0001
Mr. William T. Nordeen, General Manager
Northern Lights, Inc •
Sandpoint, Idaho 83864
208/263-2163
Mr. Robert c. Richert
Water Resou:tces tvlanager
GPU Service Corporation P.o. Box 1018
Reading, Pennsylvania 19603
215/921-6545
Mr. Gerry Baumgardner
u.s. Army Corps of Engineers,
Huntington District
Huntington, West Virginia
304/529-5639
Mr. Willaim Stelle
Chief Civil Engineer
American ElActric Power
Service Corporation
2 Broadway ·
New York, New York, 10004
212/440-9000
··~ RICK K. SUTTLE -4-\t
Recreation, 'P~asthetio, and Cultural Re~$?urces
Boundary Dam Mr. G. Wayne Bishop
Director of Civil Engineering
City of Seattle -City Light Dept.
1015 Third Avenue
Seattle, Washington 98104
206/625-3000 .
;I
'"' ~:-~·;'
•
•
Job Title:
Work Location:
Education:
Special
Qualifications:
Professional
Registration:
Parent Company:
WILLIAM J. WILSON
Agency Liaison Manager
Anchorage
Gonzaga University, Spokane, ·washington,
B.s., Biology, 1969
Oregon State University, Corvallis, M.S.,
Fisheries and Wildlife, 1973
Alaskan expertise since 1974 has been
concentrated in marine and freshwater fish-
ery biology, aquatic habitats and impact
assessment, oceanography, limnology, and
instream flow oLssessment
None
Fisheries Arctic Environmental Information'
and Data Center, University of Alaska
Experienc~ and Qualification~ Relevant ~ the Susi~~ Project:
1974 to Present: Senior Fisheri,es Biologist at AEIDC, is also
supervisor of the Resource Science and Cultural Services
Division. Mr. Wilson is an expe.riencd marine and freshwater
fisheries scientist and has worked in this capacity in Alaska
since 1974. Prior to that his E~xperience was in marine and
est urine fisheries habitat inve~)tigations, pesticide toxicity
assaying, and assessment of marlne fish and shellfish response
mechanisms to water pollutants. He has directed many fishery
and aquatic habitat investigatic>ns while at AEIDC. Mr. Wilson
conducted preliminary fishery and aqua tic he.bi tat investigations
of the Beluga Coal region of upJ;>er Cook Inle·t in the fall of
1980. This TN'Or:lt provided a basis from which the study plan for
future environmental studies was developed.
• Mr. Wilson conducted ecological modeling of the Naknek
River system of Bristol Bay in 1977-78, investigations of
oil exploration in the Arctic and, recently, studies of
environ.-nental consequences of hydroelectric developments.
Mr. Wilson has been project leader on the environmental
studies of the proposed Terror Lake hydroelectric project
from 1979 through 1981 and he directed the instream flow
:.-' '
WILLIAM J. WILSON
Agency Liaison Manager
-2-...
assessment of the Terror and Kizhuyak rivers. He· is know-
.. ledgeable of state and federal· permitting-~ requirement in
Alaska associated with coal develbpments·. Mr. Wil'i3.on is
presently conducting water quality, fishery habitat, and
prellmiary instream flow· assessments for the Grant .. 4ake and
K~saralik River hydroele~trl.c project f~Jasibil·ity studies.
• ... ·; ·. •...: ~ ;!.~·t+-.j *"". • ~ '•
• Collaborator, . U. s • National Park Ser\r ices, · AlasKa ·.Area
Office, An:chorage, AK.' 1979·. · : · · .. ,.. . -.. (
• Research Analyst in Fisheries and Wildlife Biology, Arctic
Environmental Tnformation and Data Center, University of
Alaska~ Ari~:q?rag~~' AK· ... J.975'-~978. ·' ·
··~ ~
• Research· Assi~tant in.· Biology, 'Arctic" Environmental Infor-
mation ana~· Data. Center I Urii:vers i ty :of Alaska I Anchorage;
AK. 1974-1975. . * •• • ·
• Independ·ent· co1tsultant, W~ter Quality Biologist, Puget
sound· Oil Baseline Studies,· ~naniel, Mann·, Johnson
Mendenhall/Hilton, Portl'and, OR· ·1974~. ··. ·.~ J • ·~:
• General Science Ins·tructor··, · Lincoln County School District,
••
Newport, o~. · 1974. ·
... , '.
Aqua'tic Bi·ologist and ·R.esear·ch :Assistant, Pesticide
Toxicity to Dungeness Crab and Thermal Tolerence of
Esturaine brganisms·Stu-dies, Harine Science Center, state Univ.ersity, Newpo:rt,: O;R"' ·1973-1974. .. ···
• .( • -'t ~.~ .,
Oregon
• Environmental Protection A:g~ncy·Trainee in·Water Quality,
Suspended Sediments Study, Marine Science· Center., Oregon
State University, Newport, OR 1970-1973.
• Fisheries Laboratory Assistant, Freshwater Stream Produc-
tivity Studies, Oak Creek Fisheries Research Laboratory,
Oregon State Un.iversity, Corvallis, OR 1970.
Publications:
Wilson, W.J., et al. 1980. Environmental studies of the propos-
ed Terror Lake hydroelectric project, Kodiak Island,
Alaska. Raptor studies/intragravel water temperature
studies. Arctic Environmental Information and Data Center,
University of Alaska, Anchorage, AI<. Report for Kodiak
Electric Association. 57 pp •
• 1980. Environmental studies of the proposed Terror
--~L"""'a~k=-. e hydroelectric project, Kodialt Island, Alaska. In-
'' .· ··~
•,•
' 0
..
1) ••
•
\'liJ..~LIAM J. WILSON
Agency Liaison Manager
-3-
stream flow· studi,e.s·! Arq:t_:i.c Environmental InfQrmation and
Da·qa Center,, V~.iyersity, pf:: ;A:laska, Ancho~age~ ·~K. ~.Report
for· Kodiak Elec.tric ~s~.ocia.tion. 197 pp ...... '.~
• "" ~· ~ • ... • "': ,. ' ""' 11 .,
.:· 4.981:. An ass.e.~:u:;m.e.n¢. 9f environment.al eff~c~s of con-
---~-s:truction and operaj:.:l-on..: .n., .t.Jle proposed Ter;-or Lake hydroe,-
lectric facility, Kodiak Island, Alaska. Instream flow
studies • . Final :report.. · Arctic. Enviro,nrnen:tal Information ... . , "'· '"' . .... .~. -~ .. "' '... ' and Data Center, University: of Alaska.,. Anch'orage,:. AI<.
Report for .Kodiak Electric Association·.·· 419 pp. ·-
; ~ .~ . ~. •' J ~ .-:: . ~· ...... J ·• .. ·3
Wilson, -w .• J"., J.q .. La:{3e~le, .9-hd .H.D •. Kelly. 1.981 .... An ...
investigation of the fe.asibft.li ty C!f oonsb7uct~nc;r:: a: sp~wning
channel at the Tyee Lake hydroelectric project. Arct~c
EnN"·irqnmental· I.nformatio.n~ and Data Cente,r, Univ!=rsj.t.y o£
• .,. • ~ ~ ' .. ~ # ... J ,., "'
Alask~, .Anchorage, AK • ..Report ~or:.t~e: _Alaska P9w~r;
Authority. 32 pp. :. ,;,, ..... ·~
Trudgen, D. E. , .e·1;:. ?11·.~ J9r8 2. .P:re,J:.imi~ary s~ary. pf ~nv ironmen;tal
knowle<fg:e o~ ·:f:.he prp.Posed G·.t:?ntj Lak·~ hydroelectr~ic~ project
area. R.eport fo:o; EbfiS90 Secy~e., I!1~· .. 1.50~ pp. · .
Wilson, '!fi.J..~ ,. et. ·al;.;·l982.··: Ty!3;e Lake. hydroe.J.:~c:tric prQ.ject
fisheries mitigation plan. Arctic. Environmenta~
Infor.mation and Data Center, University of Alaska,
Anc.horage, .fll<•· Repo:t;t for ~I:..aska Pe;wer .. Ap.tpority:.' .~9 PP·~ ..
• • /;, : c; ' • • . " :. : • .. .:~: ~ " ;· " .. ; • , ~ ~
Wilson, W;.J. · I~l. P.r~e.ss •. ,In~tream fJ:qw decision-ma)<ing .f.or· a
proposed Al.askan ·hydro~~ectlr-i.c pr:oj ect. ~,:.;t>r.c.:~cee.£l:ings of
symposium on the acquisition and utilization of aquatic
habitat inveq:f::q~y inf~J;"~atiqn •. october ~~·:-3P, .,198J. c·
Portland, OR.~i..: . , .. ::
. "' ... -..
\ : ;~
'4 :"'"' . . . . .
. . . '
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the
file:///E|/153/index.txt
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H:\Susitna Hydro\153\0001-0020.tif,11/27/2012 11:41:08 AM,1,2,6,20,1172,1009,176,230
H:\Susitna Hydro\153\0001-0021.tif,11/27/2012 11:41:08 AM,1,2,7,21,1370,1009,173,230
H:\Susitna Hydro\153\0001-0022.tif,11/27/2012 11:41:09 AM,1,2,8,22,1576,1010,171,222
H:\Susitna Hydro\153\0001-0023.tif,11/27/2012 11:41:09 AM,1,2,9,23,1772,1010,171,222
H:\Susitna Hydro\153\0001-0024.tif,11/27/2012 11:41:09 AM,1,2,10,24,1964,1009,171,222
H:\Susitna Hydro\153\0001-0025.tif,11/27/2012 11:41:10 AM,1,2,11,25,2162,998,179,247
H:\Susitna Hydro\153\0001-0026.tif,11/27/2012 11:41:10 AM,1,2,12,26,2352,1006,171,233
H:\Susitna Hydro\153\0001-0027.tif,11/27/2012 11:41:11 AM,1,2,13,27,2550,1006,179,238
H:\Susitna Hydro\153\0001-0028.tif,11/27/2012 11:41:11 AM,1,2,14,28,2745,1001,187,252
H:\Susitna Hydro\153\0001-0029.tif,11/27/2012 11:41:13 AM,1,3,1,29,198,1367,171,238
H:\Susitna Hydro\153\0001-0030.tif,11/27/2012 11:41:13 AM,1,3,2,30,390,1370,179,233
H:\Susitna Hydro\153\0001-0031.tif,11/27/2012 11:41:14 AM,1,3,3,31,588,1372,171,230
H:\Susitna Hydro\153\0001-0032.tif,11/27/2012 11:41:14 AM,1,3,4,32,784,1361,184,247
H:\Susitna Hydro\153\0001-0033.tif,11/27/2012 11:41:15 AM,1,3,5,33,984,1372,171,222
H:\Susitna Hydro\153\0001-0034.tif,11/27/2012 11:41:15 AM,1,3,6,34,1178,1376,171,222
H:\Susitna Hydro\153\0001-0035.tif,11/27/2012 11:41:15 AM,1,3,7,35,1374,1377,171,222
H:\Susitna Hydro\153\0001-0036.tif,11/27/2012 11:41:16 AM,1,3,8,36,1570,1377,171,222
H:\Susitna Hydro\153\0001-0037.tif,11/27/2012 11:41:16 AM,1,3,9,37,1767,1377,171,222
H:\Susitna Hydro\153\0001-0038.tif,11/27/2012 11:41:16 AM,1,3,10,38,1962,1377,171,222
H:\Susitna Hydro\153\0001-0039.tif,11/27/2012 11:41:17 AM,1,3,11,39,2158,1377,171,222
H:\Susitna Hydro\153\0001-0040.tif,11/27/2012 11:41:17 AM,1,3,12,40,2355,1377,171,222
H:\Susitna Hydro\153\0001-0041.tif,11/27/2012 11:41:18 AM,1,3,13,41,2553,1377,171,222
H:\Susitna Hydro\153\0001-0042.tif,11/27/2012 11:41:18 AM,1,3,14,42,2747,1377,171,222
H:\Susitna Hydro\153\0001-0043.tif,11/27/2012 11:41:19 AM,1,4,1,43,197,1745,171,222
H:\Susitna Hydro\153\0001-0044.tif,11/27/2012 11:41:19 AM,1,4,2,44,392,1744,171,222
H:\Susitna Hydro\153\0001-0045.tif,11/27/2012 11:41:20 AM,1,4,3,45,588,1744,171,222
file:///E|/153/index.txt (1 of 12) [12/7/2012 12:42:39 PM]
file:///E|/153/index.txt
H:\Susitna Hydro\153\0001-0046.tif,11/27/2012 11:41:20 AM,1,4,4,46,784,1744,171,228
H:\Susitna Hydro\153\0001-0047.tif,11/27/2012 11:41:20 AM,1,4,5,47,984,1744,173,228
H:\Susitna Hydro\153\0001-0048.tif,11/27/2012 11:41:21 AM,1,4,6,48,1185,1744,173,228
H:\Susitna Hydro\153\0001-0049.tif,11/27/2012 11:41:21 AM,1,4,7,49,1378,1741,173,228
H:\Susitna Hydro\153\0001-0050.tif,11/27/2012 11:41:22 AM,1,4,8,50,1573,1744,176,228
H:\Susitna Hydro\153\0001-0051.tif,11/27/2012 11:41:22 AM,1,4,9,51,1766,1741,171,228
H:\Susitna Hydro\153\0001-0052.tif,11/27/2012 11:41:22 AM,1,4,10,52,1961,1741,176,230
H:\Susitna Hydro\153\0001-0053.tif,11/27/2012 11:41:23 AM,1,4,11,53,2154,1741,181,230
H:\Susitna Hydro\153\0001-0054.tif,11/27/2012 11:41:23 AM,1,4,12,54,2354,1725,181,252
H:\Susitna Hydro\153\0001-0055.tif,11/27/2012 11:41:23 AM,1,4,13,55,2552,1741,176,233
H:\Susitna Hydro\153\0001-0056.tif,11/27/2012 11:41:24 AM,1,4,14,56,2745,1741,179,230
// FastFiche 1.84.44,H:\Susitna Hydro\153,1,2,32,300,200,300,Stop,none,none,09100420121127114049,unknown
// FastFiche 1.84.44,H:\Susitna Hydro\153,2,2,32,300,200,300,Stop,none,none,09100420121127114049,unknown
// FastFiche 1.84.44,H:\Susitna Hydro\153,2,2,32,300,200,300,Scan,none,none,09100420121127114049,unknown
H:\Susitna Hydro\153\0002-0001.tif,11/27/2012 11:50:50 AM,2,1,1,1,200,282,176,228
H:\Susitna Hydro\153\0002-0002.tif,11/27/2012 11:50:51 AM,2,1,2,2,396,285,190,233
H:\Susitna Hydro\153\0002-0003.tif,11/27/2012 11:50:51 AM,2,1,3,3,594,287,179,228
H:\Susitna Hydro\153\0002-0004.tif,11/27/2012 11:50:52 AM,2,1,4,4,792,287,181,230
H:\Susitna Hydro\153\0002-0005.tif,11/27/2012 11:50:52 AM,2,1,5,5,990,290,176,225
H:\Susitna Hydro\153\0002-0006.tif,11/27/2012 11:50:52 AM,2,1,6,6,1185,287,176,222
H:\Susitna Hydro\153\0002-0007.tif,11/27/2012 11:50:53 AM,2,1,7,7,1378,290,179,225
H:\Susitna Hydro\153\0002-0008.tif,11/27/2012 11:50:53 AM,2,1,8,8,1578,293,176,222
H:\Susitna Hydro\153\0002-0009.tif,11/27/2012 11:50:54 AM,2,1,9,9,1774,293,173,225
H:\Susitna Hydro\153\0002-0010.tif,11/27/2012 11:50:54 AM,2,1,10,10,1966,293,179,225
H:\Susitna Hydro\153\0002-0011.tif,11/27/2012 11:50:54 AM,2,1,11,11,2164,290,181,233
H:\Susitna Hydro\153\0002-0012.tif,11/27/2012 11:50:55 AM,2,1,12,12,2365,290,173,230
H:\Susitna Hydro\153\0002-0013.tif,11/27/2012 11:50:55 AM,2,1,13,13,2555,293,173,225
H:\Susitna Hydro\153\0002-0014.tif,11/27/2012 11:50:56 AM,2,1,14,14,2750,293,179,222
H:\Susitna Hydro\153\0002-0015.tif,11/27/2012 11:50:57 AM,2,2,1,15,192,645,179,225
H:\Susitna Hydro\153\0002-0016.tif,11/27/2012 11:50:58 AM,2,2,2,16,390,643,179,228
H:\Susitna Hydro\153\0002-0017.tif,11/27/2012 11:50:58 AM,2,2,3,17,591,643,176,230
H:\Susitna Hydro\153\0002-0018.tif,11/27/2012 11:50:59 AM,2,2,4,18,781,643,176,228
H:\Susitna Hydro\153\0002-0019.tif,11/27/2012 11:50:59 AM,2,2,5,19,976,643,184,233
H:\Susitna Hydro\153\0002-0020.tif,11/27/2012 11:50:59 AM,2,2,6,20,1172,643,179,230
H:\Susitna Hydro\153\0002-0021.tif,11/27/2012 11:51:00 AM,2,2,7,21,1370,645,184,228
H:\Susitna Hydro\153\0002-0022.tif,11/27/2012 11:51:00 AM,2,2,8,22,1565,645,187,230
H:\Susitna Hydro\153\0002-0023.tif,11/27/2012 11:51:01 AM,2,2,9,23,1763,648,171,225
H:\Susitna Hydro\153\0002-0024.tif,11/27/2012 11:51:01 AM,2,2,10,24,1956,648,179,222
H:\Susitna Hydro\153\0002-0025.tif,11/27/2012 11:51:01 AM,2,2,11,25,2154,648,173,230
H:\Susitna Hydro\153\0002-0026.tif,11/27/2012 11:51:02 AM,2,2,12,26,2349,648,173,228
H:\Susitna Hydro\153\0002-0027.tif,11/27/2012 11:51:02 AM,2,2,13,27,2547,651,176,225
H:\Susitna Hydro\153\0002-0028.tif,11/27/2012 11:51:03 AM,2,2,14,28,2742,651,171,228
H:\Susitna Hydro\153\0002-0029.tif,11/27/2012 11:51:04 AM,2,3,1,29,181,1017,179,222
H:\Susitna Hydro\153\0002-0030.tif,11/27/2012 11:51:05 AM,2,3,2,30,380,1017,176,222
H:\Susitna Hydro\153\0002-0031.tif,11/27/2012 11:51:05 AM,2,3,3,31,575,1020,171,219
H:\Susitna Hydro\153\0002-0032.tif,11/27/2012 11:51:06 AM,2,3,4,32,770,1020,179,222
H:\Susitna Hydro\153\0002-0033.tif,11/27/2012 11:51:06 AM,2,3,5,33,968,1017,179,225
file:///E|/153/index.txt (2 of 12) [12/7/2012 12:42:39 PM]
file:///E|/153/index.txt
H:\Susitna Hydro\153\0002-0034.tif,11/27/2012 11:51:06 AM,2,3,6,34,1166,1017,181,222
H:\Susitna Hydro\153\0002-0035.tif,11/27/2012 11:51:07 AM,2,3,7,35,1361,1017,179,222
H:\Susitna Hydro\153\0002-0036.tif,11/27/2012 11:51:07 AM,2,3,8,36,1557,1017,176,225
H:\Susitna Hydro\153\0002-0037.tif,11/27/2012 11:51:07 AM,2,3,9,37,1752,1017,171,222
H:\Susitna Hydro\153\0002-0038.tif,11/27/2012 11:51:08 AM,2,3,10,38,1947,1017,179,228
H:\Susitna Hydro\153\0002-0039.tif,11/27/2012 11:51:08 AM,2,3,11,39,2145,1020,179,228
H:\Susitna Hydro\153\0002-0040.tif,11/27/2012 11:51:09 AM,2,3,12,40,2341,1020,181,225
H:\Susitna Hydro\153\0002-0041.tif,11/27/2012 11:51:09 AM,2,3,13,41,2541,1001,176,249
H:\Susitna Hydro\153\0002-0042.tif,11/27/2012 11:51:09 AM,2,3,14,42,2731,1012,179,233
H:\Susitna Hydro\153\0002-0043.tif,11/27/2012 11:51:11 AM,2,4,1,43,200,1375,173,230
H:\Susitna Hydro\153\0002-0044.tif,11/27/2012 11:51:12 AM,2,4,2,44,398,1375,171,225
H:\Susitna Hydro\153\0002-0045.tif,11/27/2012 11:51:12 AM,2,4,3,45,591,1375,179,230
H:\Susitna Hydro\153\0002-0046.tif,11/27/2012 11:51:13 AM,2,4,4,46,786,1375,173,225
H:\Susitna Hydro\153\0002-0047.tif,11/27/2012 11:51:13 AM,2,4,5,47,984,1378,179,222
H:\Susitna Hydro\153\0002-0048.tif,11/27/2012 11:51:13 AM,2,4,6,48,1180,1378,168,225
H:\Susitna Hydro\153\0002-0049.tif,11/27/2012 11:51:14 AM,2,4,7,49,1375,1378,176,219
H:\Susitna Hydro\153\0002-0050.tif,11/27/2012 11:51:14 AM,2,4,8,50,1570,1378,176,225
H:\Susitna Hydro\153\0002-0051.tif,11/27/2012 11:51:14 AM,2,4,9,51,1768,1378,179,225
H:\Susitna Hydro\153\0002-0052.tif,11/27/2012 11:51:15 AM,2,4,10,52,1964,1378,171,222
H:\Susitna Hydro\153\0002-0053.tif,11/27/2012 11:51:15 AM,2,4,11,53,2162,1375,173,225
H:\Susitna Hydro\153\0002-0054.tif,11/27/2012 11:51:16 AM,2,4,12,54,2354,1380,173,219
H:\Susitna Hydro\153\0002-0055.tif,11/27/2012 11:51:16 AM,2,4,13,55,2550,1380,176,225
H:\Susitna Hydro\153\0002-0056.tif,11/27/2012 11:51:16 AM,2,4,14,56,2748,1378,173,230
H:\Susitna Hydro\153\0002-0057.tif,11/27/2012 11:51:17 AM,2,5,1,57,187,1744,181,217
H:\Susitna Hydro\153\0002-0058.tif,11/27/2012 11:51:18 AM,2,5,2,58,382,1747,171,219
H:\Susitna Hydro\153\0002-0059.tif,11/27/2012 11:51:18 AM,2,5,3,59,580,1747,176,217
H:\Susitna Hydro\153\0002-0060.tif,11/27/2012 11:51:18 AM,2,5,4,60,776,1747,173,225
H:\Susitna Hydro\153\0002-0061.tif,11/27/2012 11:51:19 AM,2,5,5,61,971,1747,181,219
H:\Susitna Hydro\153\0002-0062.tif,11/27/2012 11:51:19 AM,2,5,6,62,1172,1752,171,211
H:\Susitna Hydro\153\0002-0063.tif,11/27/2012 11:51:19 AM,2,5,7,63,1361,1730,190,252
H:\Susitna Hydro\153\0002-0064.tif,11/27/2012 11:51:20 AM,2,5,8,64,1559,1747,168,222
H:\Susitna Hydro\153\0002-0065.tif,11/27/2012 11:51:20 AM,2,5,9,65,1758,1749,179,222
H:\Susitna Hydro\153\0002-0066.tif,11/27/2012 11:51:21 AM,2,5,10,66,1961,1747,181,222
H:\Susitna Hydro\153\0002-0067.tif,11/27/2012 11:51:21 AM,2,5,11,67,2151,1747,181,228
H:\Susitna Hydro\153\0002-0068.tif,11/27/2012 11:51:21 AM,2,5,12,68,2349,1747,171,219
H:\Susitna Hydro\153\0002-0069.tif,11/27/2012 11:51:22 AM,2,5,13,69,2544,1730,179,249
H:\Susitna Hydro\153\0002-0070.tif,11/27/2012 11:51:22 AM,2,5,14,70,2731,1747,187,225
// FastFiche 1.84.44,H:\Susitna Hydro\153,2,2,32,300,200,300,Stop,none,none,09100420121127114049,unknown
// FastFiche 1.84.44,H:\Susitna Hydro\153,3,2,32,300,200,300,Stop,none,none,09100420121127114049,unknown
// FastFiche 1.84.44,H:\Susitna Hydro\153,3,2,32,300,200,300,Scan,none,none,09100420121127114049,unknown
H:\Susitna Hydro\153\0003-0001.tif,11/27/2012 11:59:01 AM,3,1,1,1,200,287,176,222
H:\Susitna Hydro\153\0003-0002.tif,11/27/2012 11:59:02 AM,3,1,2,2,396,285,184,228
H:\Susitna Hydro\153\0003-0003.tif,11/27/2012 11:59:02 AM,3,1,3,3,594,293,176,219
H:\Susitna Hydro\153\0003-0004.tif,11/27/2012 11:59:02 AM,3,1,4,4,786,293,181,217
H:\Susitna Hydro\153\0003-0005.tif,11/27/2012 11:59:03 AM,3,1,5,5,987,293,176,217
H:\Susitna Hydro\153\0003-0006.tif,11/27/2012 11:59:03 AM,3,1,6,6,1180,287,181,233
H:\Susitna Hydro\153\0003-0007.tif,11/27/2012 11:59:04 AM,3,1,7,7,1375,290,184,225
file:///E|/153/index.txt (3 of 12) [12/7/2012 12:42:39 PM]
file:///E|/153/index.txt
H:\Susitna Hydro\153\0003-0008.tif,11/27/2012 11:59:04 AM,3,1,8,8,1573,287,181,230
H:\Susitna Hydro\153\0003-0009.tif,11/27/2012 11:59:04 AM,3,1,9,9,1768,290,179,233
H:\Susitna Hydro\153\0003-0010.tif,11/27/2012 11:59:05 AM,3,1,10,10,1961,290,181,230
H:\Susitna Hydro\153\0003-0011.tif,11/27/2012 11:59:05 AM,3,1,11,11,2159,290,179,230
H:\Susitna Hydro\153\0003-0012.tif,11/27/2012 11:59:06 AM,3,1,12,12,2354,293,184,233
H:\Susitna Hydro\153\0003-0013.tif,11/27/2012 11:59:06 AM,3,1,13,13,2555,293,179,228
H:\Susitna Hydro\153\0003-0014.tif,11/27/2012 11:59:06 AM,3,1,14,14,2753,293,184,228
H:\Susitna Hydro\153\0003-0015.tif,11/27/2012 11:59:08 AM,3,2,1,15,219,649,172,208
H:\Susitna Hydro\153\0003-0016.tif,11/27/2012 11:59:08 AM,3,2,2,16,415,650,172,208
H:\Susitna Hydro\153\0003-0017.tif,11/27/2012 11:59:09 AM,3,2,3,17,610,650,172,208
H:\Susitna Hydro\153\0003-0018.tif,11/27/2012 11:59:09 AM,3,2,4,18,806,655,172,208
H:\Susitna Hydro\153\0003-0019.tif,11/27/2012 11:59:10 AM,3,2,5,19,1003,651,172,208
H:\Susitna Hydro\153\0003-0020.tif,11/27/2012 11:59:10 AM,3,2,6,20,1201,652,172,208
H:\Susitna Hydro\153\0003-0021.tif,11/27/2012 11:59:10 AM,3,2,7,21,1399,650,172,208
H:\Susitna Hydro\153\0003-0022.tif,11/27/2012 11:59:11 AM,3,2,8,22,1595,651,179,225
H:\Susitna Hydro\153\0003-0023.tif,11/27/2012 11:59:11 AM,3,2,9,23,1790,651,173,222
H:\Susitna Hydro\153\0003-0024.tif,11/27/2012 11:59:11 AM,3,2,10,24,1985,651,173,222
H:\Susitna Hydro\153\0003-0025.tif,11/27/2012 11:59:12 AM,3,2,11,25,2181,651,171,222
H:\Susitna Hydro\153\0003-0026.tif,11/27/2012 11:59:12 AM,3,2,12,26,2376,651,173,219
H:\Susitna Hydro\153\0003-0027.tif,11/27/2012 11:59:12 AM,3,2,13,27,2574,651,179,222
H:\Susitna Hydro\153\0003-0028.tif,11/27/2012 11:59:13 AM,3,2,14,28,2769,651,171,219
H:\Susitna Hydro\153\0003-0029.tif,11/27/2012 11:59:15 AM,3,3,1,29,206,1009,173,219
H:\Susitna Hydro\153\0003-0030.tif,11/27/2012 11:59:16 AM,3,3,2,30,401,1009,179,222
H:\Susitna Hydro\153\0003-0031.tif,11/27/2012 11:59:16 AM,3,3,3,31,597,1012,171,219
H:\Susitna Hydro\153\0003-0032.tif,11/27/2012 11:59:16 AM,3,3,4,32,795,1012,171,225
H:\Susitna Hydro\153\0003-0033.tif,11/27/2012 11:59:17 AM,3,3,5,33,987,1012,179,228
H:\Susitna Hydro\153\0003-0034.tif,11/27/2012 11:59:17 AM,3,3,6,34,1182,1012,179,228
H:\Susitna Hydro\153\0003-0035.tif,11/27/2012 11:59:18 AM,3,3,7,35,1378,995,187,257
H:\Susitna Hydro\153\0003-0036.tif,11/27/2012 11:59:18 AM,3,3,8,36,1578,1009,171,228
H:\Susitna Hydro\153\0003-0037.tif,11/27/2012 11:59:18 AM,3,3,9,37,1774,1012,184,233
H:\Susitna Hydro\153\0003-0038.tif,11/27/2012 11:59:19 AM,3,3,10,38,1972,1017,173,219
H:\Susitna Hydro\153\0003-0039.tif,11/27/2012 11:59:19 AM,3,3,11,39,2167,1017,179,225
H:\Susitna Hydro\153\0003-0040.tif,11/27/2012 11:59:19 AM,3,3,12,40,2362,1014,173,225
H:\Susitna Hydro\153\0003-0041.tif,11/27/2012 11:59:20 AM,3,3,13,41,2558,1017,181,222
H:\Susitna Hydro\153\0003-0042.tif,11/27/2012 11:59:20 AM,3,3,14,42,2753,1017,176,222
H:\Susitna Hydro\153\0003-0043.tif,11/27/2012 11:59:22 AM,3,4,1,43,176,1378,179,225
H:\Susitna Hydro\153\0003-0044.tif,11/27/2012 11:59:23 AM,3,4,2,44,371,1378,171,225
H:\Susitna Hydro\153\0003-0045.tif,11/27/2012 11:59:23 AM,3,4,3,45,575,1378,171,225
H:\Susitna Hydro\153\0003-0046.tif,11/27/2012 11:59:23 AM,3,4,4,46,770,1378,181,236
H:\Susitna Hydro\153\0003-0047.tif,11/27/2012 11:59:24 AM,3,4,5,47,963,1380,173,225
H:\Susitna Hydro\153\0003-0048.tif,11/27/2012 11:59:24 AM,3,4,6,48,1161,1380,181,230
H:\Susitna Hydro\153\0003-0049.tif,11/27/2012 11:59:24 AM,3,4,7,49,1359,1383,171,222
H:\Susitna Hydro\153\0003-0050.tif,11/27/2012 11:59:25 AM,3,4,8,50,1549,1383,176,228
H:\Susitna Hydro\153\0003-0051.tif,11/27/2012 11:59:25 AM,3,4,9,51,1747,1386,179,222
H:\Susitna Hydro\153\0003-0052.tif,11/27/2012 11:59:26 AM,3,4,10,52,1945,1386,179,228
H:\Susitna Hydro\153\0003-0053.tif,11/27/2012 11:59:26 AM,3,4,11,53,2137,1367,187,252
H:\Susitna Hydro\153\0003-0054.tif,11/27/2012 11:59:26 AM,3,4,12,54,2338,1380,171,228
file:///E|/153/index.txt (4 of 12) [12/7/2012 12:42:39 PM]
file:///E|/153/index.txt
H:\Susitna Hydro\153\0003-0055.tif,11/27/2012 11:59:27 AM,3,4,13,55,2531,1386,171,222
H:\Susitna Hydro\153\0003-0056.tif,11/27/2012 11:59:27 AM,3,4,14,56,2726,1383,179,233
H:\Susitna Hydro\153\0003-0057.tif,11/27/2012 11:59:28 AM,3,5,1,57,185,1750,172,208
H:\Susitna Hydro\153\0003-0058.tif,11/27/2012 11:59:28 AM,3,5,2,58,380,1747,171,214
H:\Susitna Hydro\153\0003-0059.tif,11/27/2012 11:59:29 AM,3,5,3,59,572,1744,181,228
H:\Susitna Hydro\153\0003-0060.tif,11/27/2012 11:59:29 AM,3,5,4,60,770,1744,179,228
H:\Susitna Hydro\153\0003-0061.tif,11/27/2012 11:59:29 AM,3,5,5,61,971,1747,179,225
H:\Susitna Hydro\153\0003-0062.tif,11/27/2012 11:59:30 AM,3,5,6,62,1166,1747,173,219
H:\Susitna Hydro\153\0003-0063.tif,11/27/2012 11:59:30 AM,3,5,7,63,1361,1747,179,225
H:\Susitna Hydro\153\0003-0064.tif,11/27/2012 11:59:31 AM,3,5,8,64,1559,1744,171,222
H:\Susitna Hydro\153\0003-0065.tif,11/27/2012 11:59:31 AM,3,5,9,65,1755,1744,179,228
H:\Susitna Hydro\153\0003-0066.tif,11/27/2012 11:59:31 AM,3,5,10,66,1947,1741,181,225
H:\Susitna Hydro\153\0003-0067.tif,11/27/2012 11:59:32 AM,3,5,11,67,2145,1741,176,225
H:\Susitna Hydro\153\0003-0068.tif,11/27/2012 11:59:32 AM,3,5,12,68,2343,1744,179,225
H:\Susitna Hydro\153\0003-0069.tif,11/27/2012 11:59:33 AM,3,5,13,69,2536,1741,181,222
H:\Susitna Hydro\153\0003-0070.tif,11/27/2012 11:59:33 AM,3,5,14,70,2739,1741,184,225
// FastFiche 1.84.44,H:\Susitna Hydro\153,3,2,32,300,200,300,Stop,none,none,09100420121127114049,unknown
// FastFiche 1.84.44,H:\Susitna Hydro\153,4,2,32,300,200,300,Stop,none,none,09100420121127114049,unknown
// FastFiche 1.84.44,H:\Susitna Hydro\153,4,2,32,300,200,300,Scan,none,none,09100420121127133446,unknown
H:\Susitna Hydro\153\0004-0001.tif,11/27/2012 1:34:57 PM,4,1,1,1,200,287,179,219
H:\Susitna Hydro\153\0004-0002.tif,11/27/2012 1:34:57 PM,4,1,2,2,398,290,179,222
H:\Susitna Hydro\153\0004-0003.tif,11/27/2012 1:34:58 PM,4,1,3,3,594,290,181,225
H:\Susitna Hydro\153\0004-0004.tif,11/27/2012 1:34:58 PM,4,1,4,4,786,287,184,230
H:\Susitna Hydro\153\0004-0005.tif,11/27/2012 1:34:59 PM,4,1,5,5,982,287,184,233
H:\Susitna Hydro\153\0004-0006.tif,11/27/2012 1:34:59 PM,4,1,6,6,1177,290,179,225
H:\Susitna Hydro\153\0004-0007.tif,11/27/2012 1:35:00 PM,4,1,7,7,1375,290,181,230
H:\Susitna Hydro\153\0004-0008.tif,11/27/2012 1:35:00 PM,4,1,8,8,1570,287,184,233
H:\Susitna Hydro\153\0004-0009.tif,11/27/2012 1:35:00 PM,4,1,9,9,1768,293,179,222
H:\Susitna Hydro\153\0004-0010.tif,11/27/2012 1:35:01 PM,4,1,10,10,1964,290,176,225
H:\Susitna Hydro\153\0004-0011.tif,11/27/2012 1:35:01 PM,4,1,11,11,2159,293,179,222
H:\Susitna Hydro\153\0004-0012.tif,11/27/2012 1:35:02 PM,4,1,12,12,2352,290,184,230
H:\Susitna Hydro\153\0004-0013.tif,11/27/2012 1:35:02 PM,4,1,13,13,2552,293,179,222
H:\Susitna Hydro\153\0004-0014.tif,11/27/2012 1:35:02 PM,4,1,14,14,2742,290,192,230
H:\Susitna Hydro\153\0004-0015.tif,11/27/2012 1:35:04 PM,4,2,1,15,198,648,181,222
H:\Susitna Hydro\153\0004-0016.tif,11/27/2012 1:35:04 PM,4,2,2,16,393,648,184,230
H:\Susitna Hydro\153\0004-0017.tif,11/27/2012 1:35:05 PM,4,2,3,17,591,648,179,233
H:\Susitna Hydro\153\0004-0018.tif,11/27/2012 1:35:05 PM,4,2,4,18,789,651,181,225
H:\Susitna Hydro\153\0004-0019.tif,11/27/2012 1:35:06 PM,4,2,5,19,984,651,179,219
H:\Susitna Hydro\153\0004-0020.tif,11/27/2012 1:35:06 PM,4,2,6,20,1180,653,181,225
H:\Susitna Hydro\153\0004-0021.tif,11/27/2012 1:35:06 PM,4,2,7,21,1375,648,173,228
H:\Susitna Hydro\153\0004-0022.tif,11/27/2012 1:35:07 PM,4,2,8,22,1568,648,181,228
H:\Susitna Hydro\153\0004-0023.tif,11/27/2012 1:35:07 PM,4,2,9,23,1766,651,184,230
H:\Susitna Hydro\153\0004-0024.tif,11/27/2012 1:35:08 PM,4,2,10,24,1961,651,181,228
H:\Susitna Hydro\153\0004-0025.tif,11/27/2012 1:35:08 PM,4,2,11,25,2159,651,187,228
H:\Susitna Hydro\153\0004-0026.tif,11/27/2012 1:35:08 PM,4,2,12,26,2357,656,176,219
H:\Susitna Hydro\153\0004-0027.tif,11/27/2012 1:35:09 PM,4,2,13,27,2555,653,184,219
H:\Susitna Hydro\153\0004-0028.tif,11/27/2012 1:35:09 PM,4,2,14,28,2748,656,181,225
file:///E|/153/index.txt (5 of 12) [12/7/2012 12:42:39 PM]
file:///E|/153/index.txt
H:\Susitna Hydro\153\0004-0029.tif,11/27/2012 1:35:11 PM,4,3,1,29,184,1017,179,228
H:\Susitna Hydro\153\0004-0030.tif,11/27/2012 1:35:12 PM,4,3,2,30,385,1017,181,225
H:\Susitna Hydro\153\0004-0031.tif,11/27/2012 1:35:12 PM,4,3,3,31,578,1020,176,219
H:\Susitna Hydro\153\0004-0032.tif,11/27/2012 1:35:12 PM,4,3,4,32,773,1014,181,228
H:\Susitna Hydro\153\0004-0033.tif,11/27/2012 1:35:13 PM,4,3,5,33,968,1012,184,230
H:\Susitna Hydro\153\0004-0034.tif,11/27/2012 1:35:13 PM,4,3,6,34,1166,1020,181,225
H:\Susitna Hydro\153\0004-0035.tif,11/27/2012 1:35:13 PM,4,3,7,35,1361,1017,181,228
H:\Susitna Hydro\153\0004-0036.tif,11/27/2012 1:35:14 PM,4,3,8,36,1557,1017,184,225
H:\Susitna Hydro\153\0004-0037.tif,11/27/2012 1:35:14 PM,4,3,9,37,1755,1022,176,222
H:\Susitna Hydro\153\0004-0038.tif,11/27/2012 1:35:15 PM,4,3,10,38,1950,1022,181,225
H:\Susitna Hydro\153\0004-0039.tif,11/27/2012 1:35:15 PM,4,3,11,39,2145,1020,181,228
H:\Susitna Hydro\153\0004-0040.tif,11/27/2012 1:35:15 PM,4,3,12,40,2343,1017,181,230
H:\Susitna Hydro\153\0004-0041.tif,11/27/2012 1:35:16 PM,4,3,13,41,2536,1020,181,225
H:\Susitna Hydro\153\0004-0042.tif,11/27/2012 1:35:16 PM,4,3,14,42,2734,1020,190,230
H:\Susitna Hydro\153\0004-0043.tif,11/27/2012 1:35:18 PM,4,4,1,43,192,1383,181,222
H:\Susitna Hydro\153\0004-0044.tif,11/27/2012 1:35:19 PM,4,4,2,44,385,1380,181,225
H:\Susitna Hydro\153\0004-0045.tif,11/27/2012 1:35:19 PM,4,4,3,45,583,1383,173,222
H:\Susitna Hydro\153\0004-0046.tif,11/27/2012 1:35:19 PM,4,4,4,46,773,1380,184,225
H:\Susitna Hydro\153\0004-0047.tif,11/27/2012 1:35:20 PM,4,4,5,47,971,1378,179,225
H:\Susitna Hydro\153\0004-0048.tif,11/27/2012 1:35:20 PM,4,4,6,48,1172,1380,181,222
H:\Susitna Hydro\153\0004-0049.tif,11/27/2012 1:35:20 PM,4,4,7,49,1372,1383,176,225
H:\Susitna Hydro\153\0004-0050.tif,11/27/2012 1:35:21 PM,4,4,8,50,1565,1383,181,225
H:\Susitna Hydro\153\0004-0051.tif,11/27/2012 1:35:21 PM,4,4,9,51,1763,1380,179,225
H:\Susitna Hydro\153\0004-0052.tif,11/27/2012 1:35:22 PM,4,4,10,52,1956,1380,184,228
H:\Susitna Hydro\153\0004-0053.tif,11/27/2012 1:35:22 PM,4,4,11,53,2151,1383,179,222
H:\Susitna Hydro\153\0004-0054.tif,11/27/2012 1:35:22 PM,4,4,12,54,2346,1380,176,228
H:\Susitna Hydro\153\0004-0055.tif,11/27/2012 1:35:23 PM,4,4,13,55,2541,1380,179,225
H:\Susitna Hydro\153\0004-0056.tif,11/27/2012 1:35:23 PM,4,4,14,56,2739,1380,181,228
H:\Susitna Hydro\153\0004-0057.tif,11/27/2012 1:35:24 PM,4,5,1,57,190,1747,179,219
H:\Susitna Hydro\153\0004-0058.tif,11/27/2012 1:35:24 PM,4,5,2,58,382,1739,187,233
H:\Susitna Hydro\153\0004-0059.tif,11/27/2012 1:35:25 PM,4,5,3,59,583,1747,173,219
H:\Susitna Hydro\153\0004-0060.tif,11/27/2012 1:35:25 PM,4,5,4,60,778,1744,173,228
H:\Susitna Hydro\153\0004-0061.tif,11/27/2012 1:35:25 PM,4,5,5,61,974,1744,184,228
H:\Susitna Hydro\153\0004-0062.tif,11/27/2012 1:35:26 PM,4,5,6,62,1172,1744,173,228
H:\Susitna Hydro\153\0004-0063.tif,11/27/2012 1:35:26 PM,4,5,7,63,1367,1744,179,228
H:\Susitna Hydro\153\0004-0064.tif,11/27/2012 1:35:27 PM,4,5,8,64,1562,1744,184,228
H:\Susitna Hydro\153\0004-0065.tif,11/27/2012 1:35:27 PM,4,5,9,65,1755,1747,181,225
H:\Susitna Hydro\153\0004-0066.tif,11/27/2012 1:35:27 PM,4,5,10,66,1956,1747,181,225
H:\Susitna Hydro\153\0004-0067.tif,11/27/2012 1:35:28 PM,4,5,11,67,2154,1749,184,222
H:\Susitna Hydro\153\0004-0068.tif,11/27/2012 1:35:28 PM,4,5,12,68,2349,1749,173,222
H:\Susitna Hydro\153\0004-0069.tif,11/27/2012 1:35:29 PM,4,5,13,69,2544,1744,181,238
H:\Susitna Hydro\153\0004-0070.tif,11/27/2012 1:35:29 PM,4,5,14,70,2739,1749,184,228
// FastFiche 1.84.44,H:\Susitna Hydro\153,4,2,32,300,200,300,Stop,none,none,09100420121127133446,unknown
// FastFiche 1.84.44,H:\Susitna Hydro\153,5,2,32,300,200,300,Stop,none,none,09100420121127133446,unknown
// FastFiche 1.84.44,H:\Susitna Hydro\153,5,2,32,300,200,300,Scan,none,none,09100420121127133446,unknown
H:\Susitna Hydro\153\0005-0001.tif,11/27/2012 1:43:44 PM,5,1,1,1,200,290,173,219
H:\Susitna Hydro\153\0005-0002.tif,11/27/2012 1:43:44 PM,5,1,2,2,396,287,179,228
file:///E|/153/index.txt (6 of 12) [12/7/2012 12:42:39 PM]
file:///E|/153/index.txt
H:\Susitna Hydro\153\0005-0003.tif,11/27/2012 1:43:44 PM,5,1,3,3,594,287,179,222
H:\Susitna Hydro\153\0005-0004.tif,11/27/2012 1:43:45 PM,5,1,4,4,792,285,184,236
H:\Susitna Hydro\153\0005-0005.tif,11/27/2012 1:43:45 PM,5,1,5,5,987,290,176,225
H:\Susitna Hydro\153\0005-0006.tif,11/27/2012 1:43:46 PM,5,1,6,6,1180,287,179,228
H:\Susitna Hydro\153\0005-0007.tif,11/27/2012 1:43:46 PM,5,1,7,7,1375,287,181,228
H:\Susitna Hydro\153\0005-0008.tif,11/27/2012 1:43:46 PM,5,1,8,8,1570,285,176,233
H:\Susitna Hydro\153\0005-0009.tif,11/27/2012 1:43:47 PM,5,1,9,9,1766,287,176,228
H:\Susitna Hydro\153\0005-0010.tif,11/27/2012 1:43:47 PM,5,1,10,10,1966,290,184,222
H:\Susitna Hydro\153\0005-0011.tif,11/27/2012 1:43:48 PM,5,1,11,11,2162,287,176,228
H:\Susitna Hydro\153\0005-0012.tif,11/27/2012 1:43:48 PM,5,1,12,12,2357,287,173,225
H:\Susitna Hydro\153\0005-0013.tif,11/27/2012 1:43:48 PM,5,1,13,13,2550,287,181,228
H:\Susitna Hydro\153\0005-0014.tif,11/27/2012 1:43:49 PM,5,1,14,14,2745,285,181,233
H:\Susitna Hydro\153\0005-0015.tif,11/27/2012 1:43:51 PM,5,2,1,15,200,651,184,225
H:\Susitna Hydro\153\0005-0016.tif,11/27/2012 1:43:51 PM,5,2,2,16,398,653,173,222
H:\Susitna Hydro\153\0005-0017.tif,11/27/2012 1:43:51 PM,5,2,3,17,594,651,176,225
H:\Susitna Hydro\153\0005-0018.tif,11/27/2012 1:43:52 PM,5,2,4,18,792,653,181,225
H:\Susitna Hydro\153\0005-0019.tif,11/27/2012 1:43:52 PM,5,2,5,19,987,653,181,225
H:\Susitna Hydro\153\0005-0020.tif,11/27/2012 1:43:53 PM,5,2,6,20,1185,651,181,228
H:\Susitna Hydro\153\0005-0021.tif,11/27/2012 1:43:53 PM,5,2,7,21,1380,648,184,230
H:\Susitna Hydro\153\0005-0022.tif,11/27/2012 1:43:53 PM,5,2,8,22,1576,648,176,228
H:\Susitna Hydro\153\0005-0023.tif,11/27/2012 1:43:54 PM,5,2,9,23,1768,648,176,225
H:\Susitna Hydro\153\0005-0024.tif,11/27/2012 1:43:54 PM,5,2,10,24,1969,648,171,230
H:\Susitna Hydro\153\0005-0025.tif,11/27/2012 1:43:55 PM,5,2,11,25,2164,651,181,222
H:\Susitna Hydro\153\0005-0026.tif,11/27/2012 1:43:55 PM,5,2,12,26,2360,651,179,222
H:\Susitna Hydro\153\0005-0027.tif,11/27/2012 1:43:55 PM,5,2,13,27,2563,653,173,219
H:\Susitna Hydro\153\0005-0028.tif,11/27/2012 1:43:56 PM,5,2,14,28,2758,651,179,228
H:\Susitna Hydro\153\0005-0029.tif,11/27/2012 1:43:58 PM,5,3,1,29,209,1012,181,233
H:\Susitna Hydro\153\0005-0030.tif,11/27/2012 1:43:58 PM,5,3,2,30,404,1014,179,225
H:\Susitna Hydro\153\0005-0031.tif,11/27/2012 1:43:58 PM,5,3,3,31,597,1017,187,225
H:\Susitna Hydro\153\0005-0032.tif,11/27/2012 1:43:59 PM,5,3,4,32,795,1017,176,225
H:\Susitna Hydro\153\0005-0033.tif,11/27/2012 1:43:59 PM,5,3,5,33,993,1020,184,225
H:\Susitna Hydro\153\0005-0034.tif,11/27/2012 1:44:00 PM,5,3,6,34,1188,1017,181,222
H:\Susitna Hydro\153\0005-0035.tif,11/27/2012 1:44:00 PM,5,3,7,35,1383,1020,179,222
H:\Susitna Hydro\153\0005-0036.tif,11/27/2012 1:44:00 PM,5,3,8,36,1578,1022,184,222
H:\Susitna Hydro\153\0005-0037.tif,11/27/2012 1:44:01 PM,5,3,9,37,1774,1025,179,219
H:\Susitna Hydro\153\0005-0038.tif,11/27/2012 1:44:01 PM,5,3,10,38,1972,1022,176,222
H:\Susitna Hydro\153\0005-0039.tif,11/27/2012 1:44:02 PM,5,3,11,39,2167,1025,184,217
H:\Susitna Hydro\153\0005-0040.tif,11/27/2012 1:44:02 PM,5,3,12,40,2362,1025,176,219
H:\Susitna Hydro\153\0005-0041.tif,11/27/2012 1:44:02 PM,5,3,13,41,2560,1025,176,219
H:\Susitna Hydro\153\0005-0042.tif,11/27/2012 1:44:03 PM,5,3,14,42,2756,1022,176,222
H:\Susitna Hydro\153\0005-0043.tif,11/27/2012 1:44:05 PM,5,4,1,43,195,1380,173,219
H:\Susitna Hydro\153\0005-0044.tif,11/27/2012 1:44:05 PM,5,4,2,44,393,1380,179,225
H:\Susitna Hydro\153\0005-0045.tif,11/27/2012 1:44:05 PM,5,4,3,45,591,1383,171,225
H:\Susitna Hydro\153\0005-0046.tif,11/27/2012 1:44:06 PM,5,4,4,46,784,1380,179,225
H:\Susitna Hydro\153\0005-0047.tif,11/27/2012 1:44:06 PM,5,4,5,47,982,1383,181,222
H:\Susitna Hydro\153\0005-0048.tif,11/27/2012 1:44:07 PM,5,4,6,48,1177,1380,176,228
H:\Susitna Hydro\153\0005-0049.tif,11/27/2012 1:44:07 PM,5,4,7,49,1370,1380,181,225
file:///E|/153/index.txt (7 of 12) [12/7/2012 12:42:39 PM]
file:///E|/153/index.txt
H:\Susitna Hydro\153\0005-0050.tif,11/27/2012 1:44:07 PM,5,4,8,50,1568,1378,171,228
H:\Susitna Hydro\153\0005-0051.tif,11/27/2012 1:44:08 PM,5,4,9,51,1774,1380,179,222
H:\Susitna Hydro\153\0005-0052.tif,11/27/2012 1:44:08 PM,5,4,10,52,1969,1378,171,225
H:\Susitna Hydro\153\0005-0053.tif,11/27/2012 1:44:09 PM,5,4,11,53,2162,1380,181,225
H:\Susitna Hydro\153\0005-0054.tif,11/27/2012 1:44:09 PM,5,4,12,54,2360,1383,173,222
H:\Susitna Hydro\153\0005-0055.tif,11/27/2012 1:44:09 PM,5,4,13,55,2552,1380,179,230
H:\Susitna Hydro\153\0005-0056.tif,11/27/2012 1:44:10 PM,5,4,14,56,2745,1380,176,225
H:\Susitna Hydro\153\0005-0057.tif,11/27/2012 1:44:10 PM,5,5,1,57,195,1749,179,219
H:\Susitna Hydro\153\0005-0058.tif,11/27/2012 1:44:11 PM,5,5,2,58,393,1747,173,222
H:\Susitna Hydro\153\0005-0059.tif,11/27/2012 1:44:11 PM,5,5,3,59,588,1747,179,225
H:\Susitna Hydro\153\0005-0060.tif,11/27/2012 1:44:12 PM,5,5,4,60,781,1747,173,228
H:\Susitna Hydro\153\0005-0061.tif,11/27/2012 1:44:12 PM,5,5,5,61,979,1747,181,228
H:\Susitna Hydro\153\0005-0062.tif,11/27/2012 1:44:12 PM,5,5,6,62,1177,1749,179,222
H:\Susitna Hydro\153\0005-0063.tif,11/27/2012 1:44:13 PM,5,5,7,63,1367,1747,176,225
H:\Susitna Hydro\153\0005-0064.tif,11/27/2012 1:44:13 PM,5,5,8,64,1565,1747,181,222
H:\Susitna Hydro\153\0005-0065.tif,11/27/2012 1:44:13 PM,5,5,9,65,1760,1744,176,228
H:\Susitna Hydro\153\0005-0066.tif,11/27/2012 1:44:14 PM,5,5,10,66,1956,1747,176,230
H:\Susitna Hydro\153\0005-0067.tif,11/27/2012 1:44:14 PM,5,5,11,67,2148,1744,179,228
H:\Susitna Hydro\153\0005-0068.tif,11/27/2012 1:44:15 PM,5,5,12,68,2352,1747,181,225
H:\Susitna Hydro\153\0005-0069.tif,11/27/2012 1:44:15 PM,5,5,13,69,2544,1747,181,222
H:\Susitna Hydro\153\0005-0070.tif,11/27/2012 1:44:15 PM,5,5,14,70,2742,1747,179,222
// FastFiche 1.84.44,H:\Susitna Hydro\153,5,2,32,300,200,300,Stop,none,none,09100420121127133446,unknown
// FastFiche 1.84.44,H:\Susitna Hydro\153,6,2,32,300,200,300,Stop,none,none,09100420121127133446,unknown
// FastFiche 1.84.44,H:\Susitna Hydro\153,6,2,32,300,200,300,Scan,none,none,09100420121127133446,unknown
H:\Susitna Hydro\153\0006-0001.tif,11/27/2012 1:46:51 PM,6,1,1,1,192,290,171,217
H:\Susitna Hydro\153\0006-0002.tif,11/27/2012 1:46:51 PM,6,1,2,2,389,294,171,216
H:\Susitna Hydro\153\0006-0003.tif,11/27/2012 1:46:51 PM,6,1,3,3,584,294,171,216
H:\Susitna Hydro\153\0006-0004.tif,11/27/2012 1:46:52 PM,6,1,4,4,780,293,171,216
H:\Susitna Hydro\153\0006-0005.tif,11/27/2012 1:46:52 PM,6,1,5,5,983,295,171,216
H:\Susitna Hydro\153\0006-0006.tif,11/27/2012 1:46:52 PM,6,1,6,6,1179,296,171,216
H:\Susitna Hydro\153\0006-0007.tif,11/27/2012 1:46:53 PM,6,1,7,7,1375,296,171,216
H:\Susitna Hydro\153\0006-0008.tif,11/27/2012 1:46:53 PM,6,1,8,8,1568,297,171,216
H:\Susitna Hydro\153\0006-0009.tif,11/27/2012 1:46:53 PM,6,1,9,9,1763,298,171,216
H:\Susitna Hydro\153\0006-0010.tif,11/27/2012 1:46:54 PM,6,1,10,10,1958,299,171,216
H:\Susitna Hydro\153\0006-0011.tif,11/27/2012 1:46:54 PM,6,1,11,11,2151,293,181,222
H:\Susitna Hydro\153\0006-0012.tif,11/27/2012 1:46:54 PM,6,1,12,12,2351,300,171,216
H:\Susitna Hydro\153\0006-0013.tif,11/27/2012 1:46:55 PM,6,1,13,13,2551,299,171,216
H:\Susitna Hydro\153\0006-0014.tif,11/27/2012 1:46:55 PM,6,1,14,14,2742,279,187,252
H:\Susitna Hydro\153\0006-0015.tif,11/27/2012 1:46:58 PM,6,2,1,15,196,655,171,216
H:\Susitna Hydro\153\0006-0016.tif,11/27/2012 1:46:58 PM,6,2,2,16,393,654,171,216
H:\Susitna Hydro\153\0006-0017.tif,11/27/2012 1:46:58 PM,6,2,3,17,589,656,171,216
H:\Susitna Hydro\153\0006-0018.tif,11/27/2012 1:46:59 PM,6,2,4,18,785,656,171,216
H:\Susitna Hydro\153\0006-0019.tif,11/27/2012 1:46:59 PM,6,2,5,19,982,654,171,216
H:\Susitna Hydro\153\0006-0020.tif,11/27/2012 1:46:59 PM,6,2,6,20,1177,654,171,216
H:\Susitna Hydro\153\0006-0021.tif,11/27/2012 1:47:00 PM,6,2,7,21,1373,654,171,216
H:\Susitna Hydro\153\0006-0022.tif,11/27/2012 1:47:00 PM,6,2,8,22,1571,654,171,216
H:\Susitna Hydro\153\0006-0023.tif,11/27/2012 1:47:00 PM,6,2,9,23,1769,654,171,216
file:///E|/153/index.txt (8 of 12) [12/7/2012 12:42:39 PM]
file:///E|/153/index.txt
H:\Susitna Hydro\153\0006-0024.tif,11/27/2012 1:47:01 PM,6,2,10,24,1966,653,171,216
H:\Susitna Hydro\153\0006-0025.tif,11/27/2012 1:47:01 PM,6,2,11,25,2159,652,171,216
H:\Susitna Hydro\153\0006-0026.tif,11/27/2012 1:47:01 PM,6,2,12,26,2354,652,171,216
H:\Susitna Hydro\153\0006-0027.tif,11/27/2012 1:47:02 PM,6,2,13,27,2549,652,171,216
H:\Susitna Hydro\153\0006-0028.tif,11/27/2012 1:47:02 PM,6,2,14,28,2746,653,171,216
H:\Susitna Hydro\153\0006-0029.tif,11/27/2012 1:47:05 PM,6,3,1,29,987,1006,173,241
H:\Susitna Hydro\153\0006-0030.tif,11/27/2012 1:47:05 PM,6,3,2,30,206,1016,171,216
H:\Susitna Hydro\153\0006-0031.tif,11/27/2012 1:47:05 PM,6,3,3,31,401,1017,171,216
H:\Susitna Hydro\153\0006-0032.tif,11/27/2012 1:47:06 PM,6,3,4,32,597,998,187,252
H:\Susitna Hydro\153\0006-0033.tif,11/27/2012 1:47:06 PM,6,3,5,33,797,1006,179,241
H:\Susitna Hydro\153\0006-0034.tif,11/27/2012 1:47:06 PM,6,3,6,34,1183,1020,171,216
H:\Susitna Hydro\153\0006-0035.tif,11/27/2012 1:47:07 PM,6,3,7,35,1370,1020,171,216
H:\Susitna Hydro\153\0006-0036.tif,11/27/2012 1:47:07 PM,6,3,8,36,1576,1021,171,216
H:\Susitna Hydro\153\0006-0037.tif,11/27/2012 1:47:07 PM,6,3,9,37,1762,1021,171,216
H:\Susitna Hydro\153\0006-0038.tif,11/27/2012 1:47:08 PM,6,3,10,38,1968,1022,171,216
H:\Susitna Hydro\153\0006-0039.tif,11/27/2012 1:47:08 PM,6,3,11,39,2154,1022,171,216
H:\Susitna Hydro\153\0006-0040.tif,11/27/2012 1:47:09 PM,6,3,12,40,2359,1023,171,216
H:\Susitna Hydro\153\0006-0041.tif,11/27/2012 1:47:09 PM,6,3,13,41,2555,1022,176,222
H:\Susitna Hydro\153\0006-0042.tif,11/27/2012 1:47:09 PM,6,3,14,42,2750,1022,181,228
H:\Susitna Hydro\153\0006-0043.tif,11/27/2012 1:47:11 PM,6,4,1,43,190,1382,171,216
H:\Susitna Hydro\153\0006-0044.tif,11/27/2012 1:47:12 PM,6,4,2,44,385,1382,171,216
H:\Susitna Hydro\153\0006-0045.tif,11/27/2012 1:47:12 PM,6,4,3,45,581,1383,171,216
H:\Susitna Hydro\153\0006-0046.tif,11/27/2012 1:47:13 PM,6,4,4,46,778,1364,181,255
H:\Susitna Hydro\153\0006-0047.tif,11/27/2012 1:47:13 PM,6,4,5,47,975,1383,171,216
H:\Susitna Hydro\153\0006-0048.tif,11/27/2012 1:47:13 PM,6,4,6,48,1170,1384,171,216
H:\Susitna Hydro\153\0006-0049.tif,11/27/2012 1:47:14 PM,6,4,7,49,1366,1384,171,216
H:\Susitna Hydro\153\0006-0050.tif,11/27/2012 1:47:14 PM,6,4,8,50,1562,1384,171,216
H:\Susitna Hydro\153\0006-0051.tif,11/27/2012 1:47:14 PM,6,4,9,51,1758,1384,171,216
H:\Susitna Hydro\153\0006-0052.tif,11/27/2012 1:47:15 PM,6,4,10,52,1952,1384,171,216
H:\Susitna Hydro\153\0006-0053.tif,11/27/2012 1:47:15 PM,6,4,11,53,2154,1384,171,216
H:\Susitna Hydro\153\0006-0054.tif,11/27/2012 1:47:15 PM,6,4,12,54,2349,1385,171,216
H:\Susitna Hydro\153\0006-0055.tif,11/27/2012 1:47:16 PM,6,4,13,55,2545,1385,171,216
H:\Susitna Hydro\153\0006-0056.tif,11/27/2012 1:47:16 PM,6,4,14,56,2737,1385,171,216
H:\Susitna Hydro\153\0006-0057.tif,11/27/2012 1:47:17 PM,6,5,1,57,188,1750,171,216
H:\Susitna Hydro\153\0006-0058.tif,11/27/2012 1:47:18 PM,6,5,2,58,385,1750,171,216
H:\Susitna Hydro\153\0006-0059.tif,11/27/2012 1:47:18 PM,6,5,3,59,582,1752,171,216
H:\Susitna Hydro\153\0006-0060.tif,11/27/2012 1:47:18 PM,6,5,4,60,777,1751,171,216
H:\Susitna Hydro\153\0006-0061.tif,11/27/2012 1:47:19 PM,6,5,5,61,974,1752,171,216
H:\Susitna Hydro\153\0006-0062.tif,11/27/2012 1:47:19 PM,6,5,6,62,1169,1760,171,216
H:\Susitna Hydro\153\0006-0063.tif,11/27/2012 1:47:19 PM,6,5,7,63,1364,1753,171,216
H:\Susitna Hydro\153\0006-0064.tif,11/27/2012 1:47:20 PM,6,5,8,64,1554,1747,181,225
H:\Susitna Hydro\153\0006-0065.tif,11/27/2012 1:47:20 PM,6,5,9,65,1756,1752,171,216
H:\Susitna Hydro\153\0006-0066.tif,11/27/2012 1:47:20 PM,6,5,10,66,1953,1750,171,216
H:\Susitna Hydro\153\0006-0067.tif,11/27/2012 1:47:21 PM,6,5,11,67,2149,1759,171,216
H:\Susitna Hydro\153\0006-0068.tif,11/27/2012 1:47:21 PM,6,5,12,68,2341,1752,173,222
H:\Susitna Hydro\153\0006-0069.tif,11/27/2012 1:47:22 PM,6,5,13,69,2533,1739,192,241
H:\Susitna Hydro\153\0006-0070.tif,11/27/2012 1:47:22 PM,6,5,14,70,2738,1752,171,216
file:///E|/153/index.txt (9 of 12) [12/7/2012 12:42:39 PM]
file:///E|/153/index.txt
// FastFiche 1.84.44,H:\Susitna Hydro\153,6,2,32,300,200,300,Stop,none,none,09100420121127133446,unknown
// FastFiche 1.84.44,H:\Susitna Hydro\153,7,2,32,300,200,300,Stop,none,none,09100420121127133446,unknown
// FastFiche 1.84.44,H:\Susitna Hydro\153,7,2,32,300,200,300,Scan,none,none,09100420121127133446,unknown
H:\Susitna Hydro\153\0007-0001.tif,11/27/2012 1:54:40 PM,7,1,1,1,192,290,173,217
H:\Susitna Hydro\153\0007-0002.tif,11/27/2012 1:54:41 PM,7,1,2,2,393,298,165,206
H:\Susitna Hydro\153\0007-0003.tif,11/27/2012 1:54:41 PM,7,1,3,3,586,295,173,211
H:\Susitna Hydro\153\0007-0004.tif,11/27/2012 1:54:41 PM,7,1,4,4,778,295,176,211
H:\Susitna Hydro\153\0007-0005.tif,11/27/2012 1:54:42 PM,7,1,5,5,979,293,181,225
H:\Susitna Hydro\153\0007-0006.tif,11/27/2012 1:54:42 PM,7,1,6,6,1177,298,173,211
H:\Susitna Hydro\153\0007-0007.tif,11/27/2012 1:54:43 PM,7,1,7,7,1370,293,173,217
H:\Susitna Hydro\153\0007-0008.tif,11/27/2012 1:54:43 PM,7,1,8,8,1562,295,179,219
H:\Susitna Hydro\153\0007-0009.tif,11/27/2012 1:54:43 PM,7,1,9,9,1760,293,176,217
H:\Susitna Hydro\153\0007-0010.tif,11/27/2012 1:54:44 PM,7,1,10,10,1956,293,171,222
H:\Susitna Hydro\153\0007-0011.tif,11/27/2012 1:54:44 PM,7,1,11,11,2148,293,176,222
H:\Susitna Hydro\153\0007-0012.tif,11/27/2012 1:54:44 PM,7,1,12,12,2346,293,181,222
H:\Susitna Hydro\153\0007-0013.tif,11/27/2012 1:54:45 PM,7,1,13,13,2544,290,168,228
H:\Susitna Hydro\153\0007-0014.tif,11/27/2012 1:54:45 PM,7,1,14,14,2739,295,173,222
H:\Susitna Hydro\153\0007-0015.tif,11/27/2012 1:54:47 PM,7,2,1,15,204,656,169,200
H:\Susitna Hydro\153\0007-0016.tif,11/27/2012 1:54:48 PM,7,2,2,16,400,658,169,200
H:\Susitna Hydro\153\0007-0017.tif,11/27/2012 1:54:48 PM,7,2,3,17,595,657,169,200
H:\Susitna Hydro\153\0007-0018.tif,11/27/2012 1:54:48 PM,7,2,4,18,792,659,176,209
H:\Susitna Hydro\153\0007-0019.tif,11/27/2012 1:54:49 PM,7,2,5,19,987,663,169,200
H:\Susitna Hydro\153\0007-0020.tif,11/27/2012 1:54:49 PM,7,2,6,20,1180,653,173,222
H:\Susitna Hydro\153\0007-0021.tif,11/27/2012 1:54:49 PM,7,2,7,21,1380,659,179,217
H:\Susitna Hydro\153\0007-0022.tif,11/27/2012 1:54:50 PM,7,2,8,22,1576,653,168,219
H:\Susitna Hydro\153\0007-0023.tif,11/27/2012 1:54:50 PM,7,2,9,23,1768,651,171,225
H:\Susitna Hydro\153\0007-0024.tif,11/27/2012 1:54:50 PM,7,2,10,24,1969,656,168,217
H:\Susitna Hydro\153\0007-0025.tif,11/27/2012 1:54:51 PM,7,2,11,25,2164,659,168,217
H:\Susitna Hydro\153\0007-0026.tif,11/27/2012 1:54:51 PM,7,2,12,26,2360,659,173,214
H:\Susitna Hydro\153\0007-0027.tif,11/27/2012 1:54:52 PM,7,2,13,27,2555,659,168,214
H:\Susitna Hydro\153\0007-0028.tif,11/27/2012 1:54:52 PM,7,2,14,28,2750,656,173,217
H:\Susitna Hydro\153\0007-0029.tif,11/27/2012 1:54:54 PM,7,3,1,29,190,1020,171,222
H:\Susitna Hydro\153\0007-0030.tif,11/27/2012 1:54:55 PM,7,3,2,30,388,1017,168,219
H:\Susitna Hydro\153\0007-0031.tif,11/27/2012 1:54:55 PM,7,3,3,31,580,1017,176,217
H:\Susitna Hydro\153\0007-0032.tif,11/27/2012 1:54:55 PM,7,3,4,32,778,1017,168,225
H:\Susitna Hydro\153\0007-0033.tif,11/27/2012 1:54:56 PM,7,3,5,33,976,1020,171,222
H:\Susitna Hydro\153\0007-0034.tif,11/27/2012 1:54:56 PM,7,3,6,34,1169,1017,176,222
H:\Susitna Hydro\153\0007-0035.tif,11/27/2012 1:54:57 PM,7,3,7,35,1361,1022,179,214
H:\Susitna Hydro\153\0007-0036.tif,11/27/2012 1:54:57 PM,7,3,8,36,1565,1022,173,217
H:\Susitna Hydro\153\0007-0037.tif,11/27/2012 1:54:57 PM,7,3,9,37,1760,1020,168,219
H:\Susitna Hydro\153\0007-0038.tif,11/27/2012 1:54:58 PM,7,3,10,38,1958,1025,176,219
H:\Susitna Hydro\153\0007-0039.tif,11/27/2012 1:54:58 PM,7,3,11,39,2154,1022,173,219
H:\Susitna Hydro\153\0007-0040.tif,11/27/2012 1:54:58 PM,7,3,12,40,2352,1025,171,214
H:\Susitna Hydro\153\0007-0041.tif,11/27/2012 1:54:59 PM,7,3,13,41,2547,1025,176,219
H:\Susitna Hydro\153\0007-0042.tif,11/27/2012 1:54:59 PM,7,3,14,42,2743,1030,169,200
H:\Susitna Hydro\153\0007-0043.tif,11/27/2012 1:55:01 PM,7,4,1,43,184,1380,168,222
H:\Susitna Hydro\153\0007-0044.tif,11/27/2012 1:55:02 PM,7,4,2,44,377,1383,179,219
file:///E|/153/index.txt (10 of 12) [12/7/2012 12:42:39 PM]
file:///E|/153/index.txt
H:\Susitna Hydro\153\0007-0045.tif,11/27/2012 1:55:02 PM,7,4,3,45,575,1383,171,217
H:\Susitna Hydro\153\0007-0046.tif,11/27/2012 1:55:02 PM,7,4,4,46,770,1386,176,214
H:\Susitna Hydro\153\0007-0047.tif,11/27/2012 1:55:03 PM,7,4,5,47,965,1380,173,219
H:\Susitna Hydro\153\0007-0048.tif,11/27/2012 1:55:03 PM,7,4,6,48,1163,1383,171,217
H:\Susitna Hydro\153\0007-0049.tif,11/27/2012 1:55:03 PM,7,4,7,49,1359,1383,173,219
H:\Susitna Hydro\153\0007-0050.tif,11/27/2012 1:55:04 PM,7,4,8,50,1557,1383,181,225
H:\Susitna Hydro\153\0007-0051.tif,11/27/2012 1:55:04 PM,7,4,9,51,1752,1386,173,217
H:\Susitna Hydro\153\0007-0052.tif,11/27/2012 1:55:05 PM,7,4,10,52,1939,1386,181,219
H:\Susitna Hydro\153\0007-0053.tif,11/27/2012 1:55:05 PM,7,4,11,53,2143,1389,176,217
H:\Susitna Hydro\153\0007-0054.tif,11/27/2012 1:55:05 PM,7,4,12,54,2341,1367,181,249
H:\Susitna Hydro\153\0007-0055.tif,11/27/2012 1:55:06 PM,7,4,13,55,2533,1389,173,214
H:\Susitna Hydro\153\0007-0056.tif,11/27/2012 1:55:06 PM,7,4,14,56,2729,1389,184,219
H:\Susitna Hydro\153\0007-0057.tif,11/27/2012 1:55:07 PM,7,5,1,57,190,1747,171,219
H:\Susitna Hydro\153\0007-0058.tif,11/27/2012 1:55:07 PM,7,5,2,58,385,1749,179,217
H:\Susitna Hydro\153\0007-0059.tif,11/27/2012 1:55:08 PM,7,5,3,59,583,1749,171,219
H:\Susitna Hydro\153\0007-0060.tif,11/27/2012 1:55:08 PM,7,5,4,60,776,1749,181,219
H:\Susitna Hydro\153\0007-0061.tif,11/27/2012 1:55:09 PM,7,5,5,61,974,1749,173,217
H:\Susitna Hydro\153\0007-0062.tif,11/27/2012 1:55:09 PM,7,5,6,62,1169,1747,176,225
H:\Susitna Hydro\153\0007-0063.tif,11/27/2012 1:55:09 PM,7,5,7,63,1367,1752,179,219
H:\Susitna Hydro\153\0007-0064.tif,11/27/2012 1:55:10 PM,7,5,8,64,1559,1730,181,255
H:\Susitna Hydro\153\0007-0065.tif,11/27/2012 1:55:10 PM,7,5,9,65,1758,1747,171,222
H:\Susitna Hydro\153\0007-0066.tif,11/27/2012 1:55:10 PM,7,5,10,66,1953,1749,173,222
H:\Susitna Hydro\153\0007-0067.tif,11/27/2012 1:55:11 PM,7,5,11,67,2148,1749,171,217
H:\Susitna Hydro\153\0007-0068.tif,11/27/2012 1:55:11 PM,7,5,12,68,2343,1752,181,222
H:\Susitna Hydro\153\0007-0069.tif,11/27/2012 1:55:12 PM,7,5,13,69,2541,1747,165,222
H:\Susitna Hydro\153\0007-0070.tif,11/27/2012 1:55:12 PM,7,5,14,70,2737,1749,179,225
// FastFiche 1.84.44,H:\Susitna Hydro\153,7,2,32,300,200,300,Stop,none,none,09100420121127133446,unknown
// FastFiche 1.84.44,H:\Susitna Hydro\153,8,2,32,300,200,300,Stop,none,none,09100420121127133446,unknown
// FastFiche 1.84.44,H:\Susitna Hydro\153,8,2,32,300,200,300,Scan,none,none,09100420121127133446,unknown
H:\Susitna Hydro\153\0008-0001.tif,11/27/2012 2:01:16 PM,8,1,1,1,198,290,168,219
H:\Susitna Hydro\153\0008-0002.tif,11/27/2012 2:01:16 PM,8,1,2,2,396,293,171,217
H:\Susitna Hydro\153\0008-0003.tif,11/27/2012 2:01:17 PM,8,1,3,3,591,293,179,219
H:\Susitna Hydro\153\0008-0004.tif,11/27/2012 2:01:17 PM,8,1,4,4,786,293,168,219
H:\Susitna Hydro\153\0008-0005.tif,11/27/2012 2:01:18 PM,8,1,5,5,984,293,171,222
H:\Susitna Hydro\153\0008-0006.tif,11/27/2012 2:01:18 PM,8,1,6,6,1177,295,184,217
H:\Susitna Hydro\153\0008-0007.tif,11/27/2012 2:01:18 PM,8,1,7,7,1378,295,165,214
H:\Susitna Hydro\153\0008-0008.tif,11/27/2012 2:01:19 PM,8,1,8,8,1570,293,176,222
H:\Susitna Hydro\153\0008-0009.tif,11/27/2012 2:01:19 PM,8,1,9,9,1766,293,171,222
H:\Susitna Hydro\153\0008-0010.tif,11/27/2012 2:01:19 PM,8,1,10,10,1964,295,176,222
H:\Susitna Hydro\153\0008-0011.tif,11/27/2012 2:01:20 PM,8,1,11,11,2159,295,173,222
H:\Susitna Hydro\153\0008-0012.tif,11/27/2012 2:01:20 PM,8,1,12,12,2354,298,179,214
H:\Susitna Hydro\153\0008-0013.tif,11/27/2012 2:01:21 PM,8,1,13,13,2550,301,179,214
H:\Susitna Hydro\153\0008-0014.tif,11/27/2012 2:01:21 PM,8,1,14,14,2745,298,179,217
H:\Susitna Hydro\153\0008-0015.tif,11/27/2012 2:01:23 PM,8,2,1,15,209,659,176,219
H:\Susitna Hydro\153\0008-0016.tif,11/27/2012 2:01:23 PM,8,2,2,16,401,656,176,219
H:\Susitna Hydro\153\0008-0017.tif,11/27/2012 2:01:24 PM,8,2,3,17,599,653,173,222
H:\Susitna Hydro\153\0008-0018.tif,11/27/2012 2:01:24 PM,8,2,4,18,795,656,179,222
file:///E|/153/index.txt (11 of 12) [12/7/2012 12:42:39 PM]
file:///E|/153/index.txt
H:\Susitna Hydro\153\0008-0019.tif,11/27/2012 2:01:25 PM,8,2,5,19,990,656,173,217
H:\Susitna Hydro\153\0008-0020.tif,11/27/2012 2:01:25 PM,8,2,6,20,1188,653,176,219
H:\Susitna Hydro\153\0008-0021.tif,11/27/2012 2:01:25 PM,8,2,7,21,1380,656,171,214
H:\Susitna Hydro\153\0008-0022.tif,11/27/2012 2:01:26 PM,8,2,8,22,1576,653,181,222
H:\Susitna Hydro\153\0008-0023.tif,11/27/2012 2:01:26 PM,8,2,9,23,1774,656,176,214
H:\Susitna Hydro\153\0008-0024.tif,11/27/2012 2:01:26 PM,8,2,10,24,1972,656,179,214
H:\Susitna Hydro\153\0008-0025.tif,11/27/2012 2:01:27 PM,8,2,11,25,2162,653,181,219
H:\Susitna Hydro\153\0008-0026.tif,11/27/2012 2:01:27 PM,8,2,12,26,2365,656,171,214
H:\Susitna Hydro\153\0008-0027.tif,11/27/2012 2:01:28 PM,8,2,13,27,2558,656,176,219
H:\Susitna Hydro\153\0008-0028.tif,11/27/2012 2:01:28 PM,8,2,14,28,2753,653,179,219
H:\Susitna Hydro\153\0008-0029.tif,11/27/2012 2:01:28 PM,8,3,1,29,363,1014,165,225
H:\Susitna Hydro\153\0008-0030.tif,11/27/2012 2:01:29 PM,8,3,2,30,559,1017,176,217
H:\Susitna Hydro\153\0008-0031.tif,11/27/2012 2:01:29 PM,8,3,3,31,759,1020,173,217
H:\Susitna Hydro\153\0008-0032.tif,11/27/2012 2:01:30 PM,8,3,4,32,952,1020,181,214
H:\Susitna Hydro\153\0008-0033.tif,11/27/2012 2:01:30 PM,8,3,5,33,1150,1022,179,217
H:\Susitna Hydro\153\0008-0034.tif,11/27/2012 2:01:30 PM,8,3,6,34,1345,1022,179,217
H:\Susitna Hydro\153\0008-0035.tif,11/27/2012 2:01:31 PM,8,3,7,35,1540,1022,173,225
H:\Susitna Hydro\153\0008-0036.tif,11/27/2012 2:01:31 PM,8,3,8,36,1739,1025,181,214
H:\Susitna Hydro\153\0008-0037.tif,11/27/2012 2:01:31 PM,8,3,9,37,1937,1025,171,214
H:\Susitna Hydro\153\0008-0038.tif,11/27/2012 2:01:32 PM,8,3,10,38,2132,1025,176,217
H:\Susitna Hydro\153\0008-0039.tif,11/27/2012 2:01:32 PM,8,3,11,39,2324,1022,173,222
H:\Susitna Hydro\153\0008-0040.tif,11/27/2012 2:01:33 PM,8,3,12,40,2520,1028,173,214
H:\Susitna Hydro\153\0008-0041.tif,11/27/2012 2:01:33 PM,8,3,13,41,2718,1028,168,222
// FastFiche 1.84.44,H:\Susitna Hydro\153,8,2,32,300,200,300,Stop,none,none,09100420121127133446,unknown
// FastFiche 1.84.44,H:\Susitna Hydro\153,9,2,32,300,200,300,Stop,none,none,09100420121127133446,unknown
file:///E|/153/index.txt (12 of 12) [12/7/2012 12:42:39 PM]
file:///E|/153/users.log.txt
unknown,start scan,11/27/2012 11:40:49 AM,FFF,DDCHGRL1
unknown,info,11/27/2012 11:40:49 AM,FFF,DDCHGRL1,none,none,09100420121127114049,H:\Susitna Hydro\153\index.txt
unknown,stop scan,11/27/2012 11:41:24 AM,FFF,DDCHGRL1
unknown,stop scan,11/27/2012 11:41:32 AM,FFF,DDCHGRL1
unknown,start scan,11/27/2012 11:50:41 AM,FFF,DDCHGRL1
unknown,info,11/27/2012 11:50:41 AM,FFF,DDCHGRL1,none,none,09100420121127114049,H:\Susitna Hydro\153\index.txt
unknown,stop scan,11/27/2012 11:51:22 AM,FFF,DDCHGRL1
unknown,stop scan,11/27/2012 11:51:31 AM,FFF,DDCHGRL1
unknown,start scan,11/27/2012 11:58:51 AM,FFF,DDCHGRL1
unknown,info,11/27/2012 11:58:51 AM,FFF,DDCHGRL1,none,none,09100420121127114049,H:\Susitna Hydro\153\index.txt
unknown,stop scan,11/27/2012 11:59:33 AM,FFF,DDCHGRL1
unknown,stop scan,11/27/2012 11:59:42 AM,FFF,DDCHGRL1
unknown,exit,11/27/2012 12:03:52 PM,FFF,DDCHGRL1
unknown,open preset,11/27/2012 1:20:31 PM,FFF,DDCHGRL1
unknown,start scan,11/27/2012 1:34:46 PM,FFF,DDCHGRL1
unknown,info,11/27/2012 1:34:46 PM,FFF,DDCHGRL1,none,none,09100420121127133446,H:\Susitna Hydro\153\index.txt
unknown,stop scan,11/27/2012 1:35:29 PM,FFF,DDCHGRL1
unknown,stop scan,11/27/2012 1:35:37 PM,FFF,DDCHGRL1
unknown,start scan,11/27/2012 1:43:34 PM,FFF,DDCHGRL1
unknown,info,11/27/2012 1:43:34 PM,FFF,DDCHGRL1,none,none,09100420121127133446,H:\Susitna Hydro\153\index.txt
unknown,stop scan,11/27/2012 1:44:15 PM,FFF,DDCHGRL1
unknown,stop scan,11/27/2012 1:44:24 PM,FFF,DDCHGRL1
unknown,start scan,11/27/2012 1:46:41 PM,FFF,DDCHGRL1
unknown,info,11/27/2012 1:46:41 PM,FFF,DDCHGRL1,none,none,09100420121127133446,H:\Susitna Hydro\153\index.txt
unknown,stop scan,11/27/2012 1:47:22 PM,FFF,DDCHGRL1
unknown,stop scan,11/27/2012 1:47:31 PM,FFF,DDCHGRL1
unknown,start scan,11/27/2012 1:54:30 PM,FFF,DDCHGRL1
unknown,info,11/27/2012 1:54:30 PM,FFF,DDCHGRL1,none,none,09100420121127133446,H:\Susitna Hydro\153\index.txt
unknown,stop scan,11/27/2012 1:55:12 PM,FFF,DDCHGRL1
unknown,stop scan,11/27/2012 1:55:20 PM,FFF,DDCHGRL1
unknown,start scan,11/27/2012 2:01:06 PM,FFF,DDCHGRL1
unknown,info,11/27/2012 2:01:06 PM,FFF,DDCHGRL1,none,none,09100420121127133446,H:\Susitna Hydro\153\index.txt
unknown,stop scan,11/27/2012 2:01:33 PM,FFF,DDCHGRL1
unknown,stop scan,11/27/2012 2:01:41 PM,FFF,DDCHGRL1
unknown,reset,11/27/2012 2:02:51 PM,FFF,DDCHGRL1
file:///E|/153/users.log.txt [12/7/2012 12:42:40 PM]