kenai hydro, llc

Kenai Hydro, LLC

May 1, 2020

David Capka Director Federal Energy Regulatory Commission Division of Dam Safety and Inspections Division of Dam Safety and Inspections – Portland Regional Office 805 SW Broadway, Suite 550 Portland, Oregon 97205

Subject: New Licensee Coordination, Grant Lake Hydroelectric Project

Article 304‐Board of Consultants

Dear Mr. Johnson:

Per our letter dated February 12, 2020, we are submitting resumes for the Board of Independent Engineering Consultants (BOC) to meet the requirements of Article 304 of the Grant Lake Hydropower Project (Project) FERC License. Our proposed BOC members are:

Greg Korbin, Ph.D. Conrad Felice, Ph.D., P.E., P. Eng. D. GE, F. ASCE David Rodgers, P.E., C.E.G.

We believe our three proposed BOC members meet the qualifications of tunneling experience in the critical disciplines of engineering geology (rock mechanics), geotechnical engineering, and civil engineering to review the design, specifications, and construction of the Project for safety and adequacy. All three proposed BOC members have extensive experience in tunneling and rock mechanics, as well as multiple facets of hydropower project development.

We are submitting the names and qualifications of the BOC members to the Commission’s Director of Dam Safety Division of Dam Safety and Inspections (D2SI) for approval, with one copy sent to the D2SI-Portland Regional Engineer.

We look forward to working with FERC on the implementation of the Project. Please contact me at 907-283-2375 or [email protected] if you have questions or need additional information.

Sincerely,

Mike Salzetti Manager of Fuel Supply & Renewable Energy Development Kenai Hydro, LLC

20200501-5281 FERC PDF (Unofficial) 5/1/2020 12:18:25 PM

BOC Qualifications


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Gregg E. Korbin – Resume Background January 2019 Born: 22 September 1949, U.S. citizen. Address: 1167 Brown Ave., Lafayette, CA 94549 Phone/fax: (925) 284-9017 E-mail: [email protected] Education Department of Civil Engineering, University of California, Berkeley: 1973-75 Ph.D., Major Field - geological engineering, Minor fields - soil mechanics and engineering analysis; 1967-72 B.Sc. and M.Sc. in civil and geological engineering. Positions 1981-Present: Independent geotechnical consultant; 1980: Senior consultant with Lachel-Hansen & Assoc., CO; 1978-79: Post Doctoral Exchange Fellow from U.S. Department of Transportation to Transport and Road Research Laboratory, England in tunneling technology; 1975-78: Lecturer and Assistant Research Engineer at U.C. Berkeley. Research and Publications Dr. Korbin has performed research and published over 30 papers and technical reports in the following areas: model and field studies of ground pre-reinforcement, modeling and analysis of squeezing ground and standup time, tunnel support and pressure tunnel liner design, behavior of tunnels in active faults, aspects related to underground disposal of nuclear waste, and factors influencing the performance of tunnel boring machines. Professional Experience Since 1975 Dr. Korbin has consulted on over 100 projects including dams, hydroelectric facilities, and subway, water, railroad and highway tunnels. Consulting work has included site investigations, field and laboratory testing programs, dam foundation and slope stability analysis, instrumentation system design and installation, tunnel support and liner system design, selection of excavation methods, construction plans and specifications, construction prebid evaluation and claim analysis, assessment of TBM performance, Disputes Review Boards, and Design/Construction Review Boards. Experience from over 50 projects where TBM's were employed or proposed include: East 63rd.St. Subway, NY; Kielder Water Tunnels, England; Tunjita Valle and Rio Negro Water Tunnels, Colombia; Milwaukee Sewer Tunnels, WI; WMATA Contracts K-1 and A10a, Wash., D.C.; Hanford Basalt Waste Isolation Project, WA; Foothills Water Tunnel, Denver, CO; Buffalo LRRT Subway, NY; Los Angles Metro, CA; Kerckhoff 2 Hydroelectric Project, CA; Sandbar Hydroelectric Project, CA; Mediterranean-Dead Sea


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Hydroelectric Project, Israel; Rogers Pass Railroad Tunnel, Canada; State of California Superconducting Super Collider Project; Boston Harbor Cleanup, MA; Waste Isolation Pilot Project Brine Experiment, NM; Muck Valley Hydroelectric Project, CA; North Fork Stanislaus River Hydroelectric Project, CA; Metropolitan Water District of Southern California Inland Feeder; Passaic River Basin Flood Control Project, NJ; Grizzly Powerhouse Project, CA; Stanley Canyon Tunnel, CO; MetroWest Water Supply Tunnel, MA; Alumysa Project, Chile; Cowles Mountain Tunnel, CA; Baspa Hydro Electric Project, India; CSO Dearborn, MH; Westside LRT Tunnel, OR; LA Metro Red Line, C0311 and East Side Extension, CA; Porce II Hydro Electric Project, Colombia; Point Loma Tunnel Outfall, CA; South Bay Tunnel Outfall, CA; River Mountains Tunnel No.2, NV; Berryman Water Tunnel, CA; Second Manapouri Tailrace Tunnel, New Zealand; North Dorchester Bay and Reserved Channel CSO Facility, Boston; Chattahoochee Interceptor Relief Tunnel and Nancy Creek, West Area, South Cobb, South River and No Business Creek CSOs and tunnels, Atlanta; DR02, Detroit; Westside and Eastside CSOs, Portland; Port of Miami Tunnel, FL; East Side Access and No.7 Subway, NY; THE (or ARC) Project, NJ; Brightwater Sewer Tunnels, WA.; Blacklick Sewer Tunnel, OH.; 3RPORT CSO, Ft Wayne, IN (VE workshop). Hydroelectric projects or pressure tunnels with field testing and/or design involvement include Seboyeta Pump Storage, NM; Balsam Meadow Pump Storage, CA; North Fork Stanislaus River, CA; Dinkey Creek, CA; Jiguey-Aguacate, Dominican Republic; Grizzly Powerhouse, CA; Stanley Canyon, CO; Tazimina Hydroelectric Project, AL; Potomac Bi-County Supply Main, Wash., D.C.; Inland Feeder Project, CA; MetroWest, Boston; Alumysa, Chile; SM3 and Pingston Hydroelectric Projects, Canada; Lake Hodges Pumped Storage, San Diego; Romaine 2 and 4 Hydroelectric Projects, Canada; and SFPUC Mt Tunnel, CA. In addition, general design and instrumentation work has been performed on the following: Bonneville Railroad Tunnel, WA; Dwight D. Eisenhower Road Tunnel, CO; East 63rd St. Subway, NY; Los Angeles Metro; North Fork Stanislaus River Hydroelectric Project; Abiquiu Seepage Adits, NM; WSSC Bi-County Water Tunnel, Wash., D.C.; Superconducting Super Collider Prototype Injector Facility, TX; EBMUD Tunnels Seismic Improvements, CA; Jarvis Wine Caves, CA; Crystal Springs, Calaveras, Coyote Dam Outlet Tunnel, South Bay Tunnel Outfall and Lake Hodges Pump Storage Tunnel, all in CA; and more than 10 large underground caverns for wine caves and other facilities in northern CA. Dam, penstock and foundation design and investigations include: New Spicer Meadow rockfill dam, Beaver Creek and Raising Pardee concrete gravity dams, McKays Point thin arch dam, Buckhorn earth fill and New Lyons dam feasibility studies, Beaver Creek and Camino Penstocks, and New Carquinez Suspension Bridge foundation, all in CA. This has required extensive interaction with regulatory agencies (DSOD and FERC). Technical and/or expert witness testimony were provided for claims on: WMATA Contracts K-1, Wash., D.C.; Foothills Water Tunnel, Denver, CO; Buffalo LRRT Subway, NY; Kerckhoff 2 Hydroelectric Project, CA; Rogers Pass Railroad Tunnel,


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Canada; Muck Valley Hydroelectric Project, CA; WSSC Bi-County Water Tunnel, Wash., D.C.; Kemano II Completion Project, Canada; Grizzly Powerhouse Project, CA; Stanley Canyon Tunnel, CO; Cowles Mountain Tunnel, CA; Westside LRT Tunnel, OR; Boston Harbor Outfall Tunnel, MA; Main Spine Tunnel, Providence, RI.; MWD, Arrowhead Tunnels; and Seymour-Capilano Twin Tunnels, Vancouver. Dr. Korbin has or is serving on technical/design review boards of the following major projects: Passaic River Basin Flood Control Project, NJ; River Mountains Tunnel No.2, NV; LA Metro East Side Extension; MWD Inland Feeder Project; MWD Lake Mathews Outlet Facilities; Dorchester Sewer Tunnel, Boston; East Side Access and THE Tunnel Project, New York; Chattahoochee Interceptor Relief Tunnel, Nancy Creek, West Area CSO, No Business Creek, South Cobb and South River Sewer Tunnels, Atlanta; East Central and Northeast Interceptor Sewer Tunnels, City of Los Angeles; Narragansett CSO Deep Tunnel Project, RI; Riverbank Infiltration Tunnel at Payne Water Treatment Plant, Louisville; EBMUD Southern Loop Pipeline Project; Claremont Tunnel Upgrade, Oakland; Westside and Eastside CSOs, Portland, OR; No. 7 Subway Extension, NY; Devil’s Slide and Caldecott Highway Tunnels, CA; MUNI New Central Subway and Downtown Extension Projects, San Francisco; Brightwater Sewer Tunnels, Seattle; SFPUC Polhemus, Irvington and Bay Division Pipelines Tunnel Projects; SNWA Lake Mead Intake 3 and Clean Water Coalition SCOP, Las Vegas; WSSC’s Bi-County Water Supply Main, Wash. DC; LA County Tunnel and Ocean Outfall; Sheppard Extension, Eglington and Spadina Subway Lines, Toronto; WSDOT Alaskan Way (SR-99), WA; Annacis, Second Narrows, Port Mann, and Stanley Park Water Tunnels, Vancouver, Canada; NYC DEP Rondout-West Branch Bypass Tunnel; SMUD Iowa Hill Pumped Storage, CA; Mt Tunnel rehab, CA; Newell Creek Dam Outlet Replacement, CA; SSJID Canyon Tunnel, CA; and BART to San Jose, CA. Dr. Korbin has or is serving on the following disputes review boards (DRB): Folsom East Interceptor Section 2B Project, Sacramento; El Dorado Irrigation District Mill-Bull Tunnel; Dougherty Valley Tunnel & Trunk Sewer, San Ramon; Upper Northwest Interceptor, Sections 1&2, Section 7, and Section 9 and Lower Northwest Interceptor, Sacramento; SLAC-LINAC Project, Stanford, CA; Raritan River Tunnel Project, NJ; Blue Plains Tunnel, Washington DC; 86th St Station, 2nd Ave, NY; Antlers Bridge, Redding, CA (as DRB geotechnical advisor), and Regional Connector, Los Angeles, CA. Dr. Korbin has been a Lecturer at U.C. Berkeley and an invited speaker at a number of workshops and professional meetings; chairman of consultants group, UTRC-GDSR Workshop in Wash., D.C.; 7th Annual William Barclay Parsons Lecture, ASCE, NY (2009); and Fundamentals of Soft Ground Tunnel, ASCE short course, Seattle (2011). Professional Affiliations and Awards Member ASCE and Chi Epsilon; U.S. National Committee for Rock Mechanics, Outstanding Student Research Award (1977); 2009 Charles Pankow Award (collaborator)


CURRICULUM VITAE FELICE, Conrad, Ph.D., P.E., P.Eng. D.GE, F. ASCE

Felice, Conrad April 2020 1/10

PERSONAL DATA Position in firm: Owner and Managing Principal Nationality: United States of America Profession: Civil/Geostructural Engineer Specialization: Infrastructure systems, dams, shallow and

deep foundations systems, tunnels and underground structures, pipeline siting, design and construction siting and risk analysis, foundations for long-span bridges and structures, machine foundations and seismic design, project and program management, marine and offshore foundations, numerical analysis of construction operations, and protective construction and explosive effects

Years of Experience: 40 EDUCATION 1985 Ph.D., Civil Engineering (Geotechnical with mathematics minor), University of Utah, Salt Lake City, Utah 1980 MS, Facilities Management, Air Force Institute of Technology, Dayton, Ohio 1979 BSCE, Civil Engineering, Ohio University, Athens, Ohio Additional professional education: Cold regions engineering, Contract management and administration, Load and resistance factor design specifications, Value engineering, Geographic Information Systems, Financial analysis, Program/project management, Construction claims and litigation, Risk management and evaluation, Protective construction engineering, Dispute review board participation and chair PROFESSIONAL STATUS/REGISTRATION International NCEE International Registry (28089), Canada Alberta British Columbia Ontario Saskatchewan United States Alaska (9517), Colorado (39987), Florida (73354), Idaho (8254), Louisiana (38401), Maryland (43286), Michigan (6201063417), Minnesota (42539), Montana (12647), New York (096268), Nevada (17116), New Mexico (12858), Ohio (67312), Oregon (18076), Texas (119936), Utah (96-321542-2202, Civil and Structural), Washington (32465) COUNTRY EXPERIENCE Australia, Belgium, Canada, China, Germany, India, Mexico, Philippines, and the United Kingdom, USA LANGUAGES English Full proficiency




KEY QUALIFICATIONS Dr. Conrad Felice has direct experience serving as an owner’s representative for the Washington State Department of Transportation as the Design-Build Geotechnical Design Manager for the over $2.5 billion I-405 Corridor Program. These projects include the $710 million Renton to Bellevue electronic toll lane expansion project, the Direct Connector Project currently under construction, and a series of north end projects to enhance traffic flow and integrate Sound Transit projects into the regional transportation system. The effort includes seismic analysis, the implementation of AASHTO and state design guidance, drafting specifications, assisting environmental permitting and writing assessments, and providing direct construction oversight to ensure contract compliance during construction. Dr. Felice’s experience also includes regional projects such as the ongoing state Route 509 and state Route 167 build-outs. Also, he has direct involvement in the state Route 520 east end design-build construction project as a member of the Design-Build construction team. He has also worked with local developers providing technical assistance on implementing and complying with City of Seattle regulations for construction directly adjacent to the I5 corridor through downtown Seattle. Dr. Felice has developed a successful track record in leading integrated teams representing owners, engineers, and contractors to define and implement shared goals and objectives, completing projects on time and within budget constraints. Dr. Felice has led corporate contractual and technical risk management programs and has worked in traditional and alternative project delivery systems, such as "design-build and "public, private, partnerships." His experience includes design and construction engineering, claim avoidance, mitigation, management, forensic analysis, and resolution services on above and below ground engineering projects. Dr. Felice has completed the California Department of Transportation DRBF member training in 2016, DRBF Dispute Resolution Advisor Review and How to Present to a DRB training (2014), DRB Administration and Practice Workshop (2015, 2018) and the Advanced Chairing Workshop (2011, 2016, 2018). Also, Dr. Felice has taken specialized training in construction claims and contract administration, risk management, program/project management, value engineering, financial analysis, and protective construction engineering. Dr. Felice has prepared and developed position papers and rebuttal materials for hearings and has also delivered training sessions on differing site condition claims, the development of geotechnical baseline reports, risk management in underground construction, soil and rock material properties evaluation, and tunnel design and construction by sequential excavation. Dr. Felice's specialized technical area of practice is tunnel and underground structures engineering, mining operations, geotechnical and foundation engineering, concrete integrity and grouting, dams, marine structures, ground improvement, and natural multi-hazard analysis. With a construction background, he delivers engineering services that focus on construction methods, cost, and constructability. His projects have included military command and control facility and protective structures for military assets, dams, hydropower facilities, cable-stay and long-span bridges, hard and soft ground tunnels, offshore platforms, petroleum, gas, and water pipelines, earthquake retrofits, and marine outfalls. An area of specialization is the use of numerical modeling to optimize the selection of construction alternatives and sequencing to meet performance objectives against an identified level of risk to achieve cost-effective, constructible designs. Dr. Conrad W. Felice has direct project experience and demonstrated expertise in providing corporate leadership, program/project management, and technical engineering services on mining, foundations systems, pipeline, dam, marine systems, tunnels, bridges, energy systems, and other infrastructure projects. As a corporate executive, Dr. Felice has led the implementation




of strategic plans resulting in revenue growth exceeding while maintaining profit margins by strengthening client relations and broadening service offerings. He has demonstrated leadership skills to direct geographically distributed operations and the management and financial skills to guide operational effectiveness and efficiency while controlling corporate risk. Dr. Felice is an Adjunct Professor of Civil Engineering at the University of Florida in Gainesville in the Department of Civil and Coastal Engineering and a senior author or co-author of numerous papers and presentations including peer-reviewed journal articles and conference papers and travels internationally interacting with the professional and academic communities providing technology assessments on equipment and engineering design and construction practices. PROFESSIONAL EXPERIENCE Private sector 2009 – Present C. W. Felice, LLC, Woodinville, Washington, Owner and

Managing Principal 2014 – 2016 ILF Consultant, Inc., Bellevue, WA, President/CEO 2012 – 2013 HNTB Corporation, Bellevue, Washington, Vice President

and Technical Director of Tunnel Services. 2001 - 2009 LACHEL FELICE & Associates (previously C. Felice &

Company), Inc., Kirkland, Washington, President/CEO and member of the Board

1998 - 2001 AMEC Earth & Environmental, Kirkland, Washington Vice

President, West Coast Engineering 1994 – 1998 Dames & Moore, Inc., Seattle, Washington, Associate and

Pacific Northwest Regional Manager for Geotechnical Services

1992 - 1994 Mission Research Corporation, Salt Lake City, Utah.

Director, Applied Mechanics 1990 - 1992 TerraTek Inc., Salt Lake City, Utah, Senior Research

Engineer and Division Head, Geomechanics Laboratory Academic 2010 - Present University of Florida, Department of Civil and Coastal

Engineering and Center for Physical Security and Infrastructure Protection, Gainesville, Florida, Adjunct Professor.

2017 – 2018 Colorado School of Mines, Department of Mining

Engineering, Golden, Colorado, Research Professor.




2010 China University of Mining and Technology, Beijing, State Key Laboratory for Geomechanics and Deep Underground Engineering, Invited Visiting Scholar.

2009 - 2010 Washington State University, Applied Sciences Laboratory,

Spokane, Washington, Director. 2009 - 2010 Washington State University, Department of Physics,

Institute for Shock Physics, Pullman, Washington, Associate Director and Professor.

2004 - 2009 Washington State University, Department of Physics,

Institute for Shock Physics, Applied Sciences Laboratory, Pullman, Washington, Research Professor.

2000 - 2009 University of Washington, Department of Civil Engineering,

Seattle, Washington, Affiliate Professor 2003 Seattle University, Department of Civil Engineering,

Seattle, Washington, Adjunct Professor 1991 - 1996 University of Utah, Department Mining Engineering, Salt

Lake City, Utah, Adjunct Professor 1990 - 1994 University of Utah, Department Civil Engineering, Salt Lake

City, Utah, Adjunct Professor Military (retired Air Force Lt Col: 2006) Reserve 2003 - 2006 Air Force Research Laboratory, Eglin AFB, Florida. Deputy

Chief Scientist. 1990 - 2003 Air Force Office of Scientific Research, Arlington, Virginia,

Technical Program Manager. Active duty 1979-1990 Active duty U.S. Air Force Officer serving in the following

positions: Technical Program Manager, Headquarters, Defense Nuclear Agency, Washington, DC, Chief Civil Engineer, Florennes AB, Belgium, Department Head and Research Engineer, AF Weapons Laboratory, Kirtland AFB, New Mexico, Construction Management Engineer, Hill AFB, Utah




PROFESSIONAL ACTIVITIES 2019 – Present Animateur, Working Group 9, Seismic Design of Tunnels,

International Society for Tunnels and Underground Structures.

2019 – Present Editor, Transportation Research Record. Transportation

Research Board, National Academy of Sciences. 2017 - Present ASCE Washington State Advocacy Captain to the

members of the US House of Representatives and Senate 2015 – Present Trustee, Deep Foundation Institute 2012 - Present Member, ASCE Underground Engineering & Construction

Committee 2014 – 2020 Chair, National Research Council, Transportation

Research Board Committee on Tunnels and Underground Structures

2017-2018 Co-chair for the 2018 Annual American Rock mechanics

Association Conference 2017 Washington State delegation lead for the ASCE legislative

fly-in to promote infrastructure development and policy issue to Congressional leadership in Washington DC.

2016 – 2017 Member and Vice-Chair, Industry Advisory Committee,

Department of Mining Engineering, Colorado School of Mines, Golden, Colorado

2011 - 2017 Member, Design Methodology Commission, International

Society for Rock Mechanics 2008 - 2015 Co-Editor for the American Society of Civil Engineers,

International Journal of Geomechanics 2008 – 2010 Member, Technical Review Panel, Department of Defense 2006 - 2020 Member, National Research Council, Transportation

Research Board Committee on Tunnels and Underground Structures

2006 - 2017 Member, International Tunneling Association, Working

Group 2, Research. 2002 - Present Member, Drilled Shaft Committee, Deep Foundations

Institute




1998 - Present Member of the Board of Directors, International Association for Computer Methods and Advances in Geomechanics

1995 - 2014 Member and past chair, National Research Council,

Transportation Research Board Committee on Modeling for the Design, Construction and Management of Geosystems

2010 - 2012 Member, Committee on Geological and Geotechnical

Engineering, National Research Council, U.S. National Academy of Sciences.

2009 - 2013 Member, Committee on Underground Geoengineering for

Sustainable Development, Committee on Geological and Geotechnical Engineering, National Research Council, U.S. National Academy of Sciences.

2009 - 2011 Chair, International Committee, Deep Foundation Institute 2009 - 2011 Member, Rock Dynamics Commission, International

Society for Rock Mechanics 2010 Member, Department of Homeland Security’s Infrastructure

and Geophysical Division working group on strategic planning and research investment prioritization.

2008 – 2009 Member, National Science Foundation Mid-America

Earthquake Engineering Site Operations Review Team, June

2008 Member, ASCE Reconnaissance Team, 2008 and 2009

Wenchuan Earthquake, China, July 2008 Member ABET review team for University of Colorado,

Boulder, Geotechnical program 2007 Invited panel member, Workshop on Lifecycle

Geoengineering: Thinking Beyond Construction of Critical Infrastructure, Committee on Geological and Geotechnical Engineering, National Research Council, U.S. National Academy of Sciences, November.

2007 Member, National Science Foundation NEES Site

Operations Review Team 2006 Member, National Science Foundation NEES Site

Operations Review Team. 2005 - 2009 Member, American Concrete Institute, 336, Committee on

footings, mats, and drilled piers




2005 Member, National Science Foundation, Engineering Research Center proposal review panel

2004 Member, National Science Foundation Mid-America

Earthquake Engineering Research Center headquartered at the University of Illinois, Urbana-Champaign site review team

2003 - 2008 Member, International Advisory Committee for the 12th

International Conference of IACMAG, the International Association of Computer Methods and Advances in Geomechanics, in Goa, India, September 2008

2003 - 2005 Member, International Advisory Committee for the 11th

International Conference of IACMAG, the International Association of Computer Methods and Advances in Geomechanics, in Torino, Italy, June 2005

2002 - 2009 Member, Test and Evaluation Committee, Deep

Foundation Institute 2001 - 2002 Member, Advisory Committee on Earthquake Mitigation,

Pacific North West Representative, Earthquake Engineering Research Institute

2000 - 2008 Editorial Advisor for the International Journal of

Geomechanics 1999 – 2009 International Correspondent, ASCE Geo-Institute 1998 - 1999 Member of Consulting Engineers Council of Washington

liaison committees with the Washington State Department of Transportation and Sound Transit

1997 - 1999 Member of Boards for Briefs on Applications and Education, International Journal for Numerical and Analytical Methods in Geomechanics

1987 - 1998 Member, ASCE Engineering Mechanics Division,

Properties and Materials committee 1997 Seattle ASCE section representative to the Federal

Emergency Management Agency for Pacific Northwest winter storms.

1995 - 1996 Co-chair of the University Advisory Committee for the

Seattle section of the American Society of Civil Engineers 1995 Ph.D. Examiner, Indian Institute of Technology, Mumbai,

India




1991-1992 Member of the Defense Nuclear Agency treaty verification high-pressure equation of state and material properties working group

1990-1992 Consultant on material properties to the Defense Nuclear

Agency Containment Advisory Team for underground explosive testing

1992 Member, Executive Committee, Joint U.S. Canada

Geomechanics Workshop on Recent Accomplishments and Future Trends in Geomechanics.

1986 Member, Advisory Committee, Center for Cement

Composite Materials, the University of Illinois at Urbana, Champaign-Urbana, Illinois.

PROFESSIONAL HONORS 2016 Elected to the grade of Fellow of the American Society of Civil Engineers 2013 Selected for High-End Foreign Expert Program, Beijing, China. 2012 Selected for High-End Foreign Expert Program, Beijing, China. 2011 Diplomat, Academy of Geotechnical Professionals, Geo-Institute, American Society of

Civil Engineers. 2010 Deep Foundations Institute, Special Recognition Award for Rajiv Gandhi Sea Link

Project 2010 Selected as a Visiting Scholar at the China University of Mining and Technology, Beijing,

China State Key Laboratory for Geomechanics and Deep Underground Engineering. 2008 Selected as a member of a US reconnaissance team that visited affected earthquake-

damaged areas of the Sichuan basin of China in July 2008 and May 2009. 2006 Meritorious Service Medal, United States Air Force. 2000 Selected as a Charter Member of AMEC Earth & Environmental’s Technical Council.

The Technical Council was formed to lead the continuing professional advancement of AMEC so that AMEC will continue to be a recognized technical force in North America. The selection of nine individuals as Charter Members from among 1300 staff members was based on the individuals' significant contributions to AMEC and for their commitment to make the AMEC a leading technical force.

1997 Invited as one of 75 participants out of 400 preselected candidates to the U.S. National

Academy of Engineering. 1997 Symposium on Frontiers of Engineering. Nominations are made by University

Engineering School Deans, corporate Chief Technology Officers and Members of the Academy of Engineering.




1996 Received letter of commendation from the Under Secretary of Energy for participation as a senior consultant on the Department of Energy peer review support team for the seismic analysis of F-Canyon at the Savannah River Site.

1990 Joint Service Commendation Medal, Department of Defense 1989 Air Force Achievement Medal. 1989 Wing Commander's Special Achievement Award, Florennes AB, Belgium. 1988 Air Force Commendation Medal. 1987 Air Force Weapons Laboratory Technical Manager of the Year (finalist). 1987 Company Grade Officer of the Quarter, Nuclear Technology Office, Air Force Weapons

Laboratory (Spring). 1982 Hill AFB Engineering and Services Company Grade Officer of the Year. 1982 Outstanding Young Men of America Award. 1981 Citation for engineering excellence, Hill AFB. 1981 Advanced Professional Designation in Logistics Management, Air Force Institute of

Technology. 1979 Award for academic excellence, Ohio University. 1976 U.S. Air Force Reserve Officer Training Corps Scholarship PROFESSIONAL ASSOCIATIONS AND MEMBERSHIPS • ADSC • American Association for the Advancement of Science • American Geophysical Union • American Rock Mechanics Association. • American Society of Civil Engineers and the Geo-Institute • Association of Professional Engineers & Geologists of Alberta, British, Ontario, and

Saskatchewan • Deep Foundations Institute • Dispute Review Board Foundation • Earthquake Engineering Research Institute. • International Association for Computational Methods & Advances in Geomechanics • International Society for Rock Mechanics • International Society of Soil Mechanics & Foundation Engineering • International Tunneling Association • Order of the Engineer • Society for Mining, Metallurgy, & Exploration, Underground Construction Association • Society of American Military Engineers




• Tunneling Association of Canada • Tau Beta Pi, National Engineering Honor Society • United States Universities Council on Geotechnical Education and Research Social society membership • Cosmos Club, Washington DC


Example tunnel and underground projects Page 1

Conrad W. Felice

Parmer Lane Interceptor (2017-Present): Senior technical advisor during tunnel construction. The tunnel is approximately 11,000 feet in length and 8 feet in diameter. The tunnel is being excavated by a TBM through a limestone geology. Upper Hidden Basin Diversion Project (2018-2019): Senior consultant providing construction engineering support for the excavation of the horseshoe-shaped 15 ft. tunnel through hard rock. The project is located on Kodiak Island to provide additional hydropower production into the Kodiak Electric Association grid on the island. The effort included assessing ground support categories, production rates, and overall ground conditions for the excavation of over 3500 feet of tunnel by drill and blast. FHWA Tunnel Load Rating (2017 to 2019): Member of a consultant team to develop a reference guide that covers the technical aspects for the load rating of tunnel structures that meets FHWA’s standards and provides practical, representative step-by-step examples. This reference guide provides technical details and breadth appropriate for explaining the load rating specifications and guidelines governing U.S. highway tunnel structures, namely the American Association of State Highway and Transportation Officials (AASHTO) Manual for Bridge Evaluation and the FHWA Tunnel Operations, Maintenance, Inspection, and Evaluation Manual.

Sound Transit Capitol Hill Station (2016 - 2017): Lead consultant for an independent assessment to identify the source of water intrusion into the station box excavation. The project included an analysis of waterproofing systems, adequacy of the design, and construction practices to determine conformance and compliance with contract specifications.

Downtown Bellevue Light Rail Transit Tunnel (2016): Senior consultant providing preaward contractor constructability and design review analysis for an approximately 2000 ft. long tunnel that is part of the Sound Transit East Link project. The tunnel cross section is approximately 1000 ft.² and to be excavated by the sequential excavation method. The effort involved assessing excavation sequencing, pre-support, portal supportive of excavation, surface settlement analysis, and impact to existing utilities. The recommendations provided resulted in nearly $20 million in savings. Colorado School of Mines Annual Tunnel Course, (2015-2016): Instructor for the NATM (sequential excavation method) design and construction element of the course. The topics covered included planning and site investigation, development of in-situ and structural loads, risk analysis, empirical and numerical design approaches, instrumentation, and construction means and methods. John Hart Generating Station Replacement Project, BC Hydro, (2015): Lead design and construction

engineer for emergency sequential excavation of the facilities main access tunnel. The project encountered a differing site condition and required a redesign for excavation through an ancient glacial river valley. The excavation was 12 m in width and 9 m in height at a depth of 60m below the ground surface on a 10% decline. An integrated ground support system of canopy pipes, spiles, dowls, and shotcrete were designed employing empirical and advanced numerical analysis.



Conrad W. Felice

Millwoods Double Barrel Replacement Project, City of Edmonton, (2015): Program manager for the emergency repair and completion of 2940 mm diameter storm sewer tunnel 30 m below the ground surface. Following a Lovat shielded tunnel boring machine encountering flowing sands, a re-design was required to complete the project. The effort included developing and overseeing a geotechnical exploration program and preparing designs for a sequential excavation and rib and boards options to complete the tunnel. Ground improvement specifications were prepared and a grouting program conducted to provide an option to stabilize the flowing ground prior to construction. Simonette Lateral Loop Area Expansion Project, Trans Canada, (2015): Project lead engineer for the 1336 m horizontal direction drilling (HDD) feasibility assessment and final design for the 610 mm natural gas pipeline project. The project scope included a detailed site assessment, development of structural and geotechnical design parameters, risk analysis including the potential for hydraulic fracturing, evaluating constructability, and defining construction layout options. Cutbank River Lateral No2, Pinto Creek Section, Trans Canada, (2015): Project lead engineer for the 526 m horizontal direction drilling (HDD) feasibility assessment and final design for the 601 mm natural gas pipeline project. The project scope included a detailed site assessment, development of structural and geotechnical design parameters, risk analysis including the potential for hydraulic fracturing, evaluating constructability, and defining construction layout options. California High-Speed Rail, Bakersfield to Palmdale (2014-2016): Contract manager and reviewer for the tunnel portions of the alignment. Provided guidance and support to the 15% basis of design. The effort evaluated basic configurations, alignment, seismic considerations, and excavation methods. Regional Connector, LA METRO, (2013): Senior on the design-build pre-award for the $1B program to connect two existing metro lines in downtown Los Angeles. Excavation of the tunnel using an EPB machine traversed under and adjacent facilities, in close proximity to existing utilities and through obstructions. The effort included providing risk analysis and mitigation alternatives and the development of approaches to meet unplanned events to minimize schedule and cost impacts. Prince Rupert Gas Transmission, Integrated Pipeline Projects Canada Ltd (2013): Senior reviewer for proposed route and tunnel planning and construction using a sequential excavation approach with remote access. Delta Habitat Conservation and Conveyance Program, Metropolitan Water District of Southern California, Los Angeles, California (2013): Senior consultant to evaluate and propose methods to mitigate potential flooding of tunnel shaft structures during construction. The system will include two 35 mile long, 40 foot diameter tunnels constructed at depths of approximately 150 feet below grade. Sources of flooding and catastrophic events were considered. Eleven concepts were identified and screening criteria developed to identify the most promising concepts for further study. For each of the three concepts, a risk matrix was developed for implementation accompanied by preliminary designs drawings and cost estimates for construction. Crenshaw/LAX Transit Corridor, LA METRO, (2012-2103): Senior consultant on pre-award design team for tunnel design and planning, risk assessment, construction sequencing and integration of the owners design criteria. Analyzed geotechnical baseline reports and reviewed numerical modeling for bored and cut-and cover section tunnel sections. The effort was successful and resulted in a $2 billion award. Cortz Mine Development, Elko, Nevada (2012): Senior consultant and reviewer to Frontier Kemper for grouting and seepage cut-off during construction of a shaft over 1500 feet deep. Rock properties and field test were reviewed as were recommendations for permeation grouting to control and manage water ingress.



Conrad W. Felice

Pehonan Dam Hydroelectroic Project, Prince Albert, Saskatchewan, Canada (2011): Senior geotechnical consultant to the Kiewit Engineering Corporation for the proposed 250 megawatt project. Services included providing numerical modeling for stability and seepage analysis and constructability evaluation for a diversion tunnel to depressurize a confined aquifer at the proposed site of the on the Saskatchewan River to assess environmental impacts from unanticipated discharge into the river. 72nd Street Subway, New York, New York (2011): Construction engineering consultant providing pre-bid support to prime contractor for tunnel and station construction. Provided geotechnical input for cost analysis and estimating. Reviewed and validated geotechnical baseline and data reports including evaluating temporary and permanent support requirements. Assessed blast induced impacts to meet vibration tolerances during construction. Assignment also included validating excavation methods, sequencing and production rates.

Underground Engineering for Sustainable Development, Washington DC (2009 to 2010): Invited committee member by the US National Academy of Sciences to participate on panel to conduct a study to explore the potential advantages of underground development in the urban environment, to identify the research needed to take advantage of these opportunities, and to develop an enhanced public and technical community understanding of the role of engineering of underground space in the sustainability of the urban built environment, specifically the minimization of consumption of nonrenewable energy resources, construction materials, and negative impact on the natural, built, and social.

Visiting Scholar Program, Beijing, China (2010): At the invitation of the China University of Mining and Technology, I was hosted at the State Key Laboratory for Geomechanics and Deep Underground Engineering. Joint activities included hand excavated coal mine activities at depths of 2000 meters below ground with associated risks of rock burst due to high stress and environmental controls in high temperature and humidity environments to improve worker safety. Osis Augmentation And Relief Sewer, Columbus, Ohio (2010): Senior geotechnical consultant providing pre-bid support to a prime contractor for the construction of a 4.5-mile-long tunnel, 20-foot diameter hard rock stormwater overflow and relief sewer tunnel at a planned depth of 180 feet below the ground surface. Services included an analysis of the geotechnical baseline report, assessment of grouting/ground support and excavation methods in Karst geology. Shaft and tunnel grout estimates were provided to manage water inflows during construction and establish operational practices. New Irvington Tunnel, Alameda, California (2010): Construction engineering consultant to prime contractor for $300 million 1,800 foot long 11 foot diameter water conveyance tunnel. Developed contractor products for cost estimating and reviewed and validated geotechnical baseline and data reports including evaluating temporary and permanent support requirements. Assessed groundwater information and impacts on operations. Assignment also included selecting and validating excavation methods, grouting and ground improvement to manage groundwater ingress, face support, sequencing and production rates. Department of Defense, Washington, DC (2004 to 2009): Senior consultant to operating agency to assess world-wide practices in tunnel and underground design and construction. Developed and coordinated with contractors, public agencies, research institutes, and academic institutions throughout Asia. Specific areas of interest included contracting practices, market conditions and upcoming projects, construction means and methods and areas of ongoing research in underground engineering. Confidential client (2004 to 2009): Senior partner on design-build project in support of national command strategic structure objectives. This project encompassed multiple excavation technologies including the sequential excavation mining philosophy and was designed to sustain internal and external integrity in response to high intensity short duration dynamics loads. Operational vibrations during construction were actively managed to minimize impacts to adjacent facilities. Settlements and impacts to sensitive surface structures during construction were avoided as were breaches to overlying water bodies.



Conrad W. Felice

Big Walnut Creek Interceptor, Columbus, Ohio (2006 to 2009): Senior consultant providing construction engineering and emergency services to the project. The $220 million project consisted of 20,000 feet of 14 foot inside diameter sewer tunnel as well as some smaller diameter connecting spurs. Construction consisted of precast concrete segmental liners with an earth pressure balance tunnel boring machine operating in closed mode through glacial till operating at depths of 30 feet to 80 feet below the ground surface. Confidential client (2006 to 2009): Program manager for advanced small diameter cutter head and drilling system technology. The system employed advanced nonintrusive look-ahead technology and tight turning radius capability for obstacle detection and avoidance. Liner systems were developed to stabilize the bore and minimize near surface settlements. Snoqualmie Falls Tunnel Refurbishment, Snoqualmie, Washington (2009): Senior consultant to Kiewit Infrastructure for upgrades to the existing circular 12 ft. diameter tunnel approximately 1,100 feet in length and the unlined and unsupported vertical rectangular 12 ft. by 24 ft. shaft 270 ft. deep. Services included a historical geotechnical review, evaluation of support requirement and ground water management for the removal of the concrete liner and create a horseshoe shaped tunnel with a span of 15 ft. supported by rock bolts 6 feet in length on a 10 ft. spacing and a 4 in. cover of shotcrete. Excavation recommendations included drill and blast and roadheader. Lake Dorothy Hydroelectric Project, Juneau, Alaska (2008): Provided senior consulting and construction engineering services to this $50 million tunnel and power project. The remote access project included 40-m deep rock excavation for powerhouse, a 275-m long lake tap tunnel 6-m in diameter. Excavation was by drill & blast excavation. Defense Threat Reduction Agency, Washington, DC (2006 to 2008): Senior instructor and coordinator for advanced technical staff training in underground engineering. Specific training included the analysis of underground structural response to weapons effects. The program the demonstration and use of analytical and numerical approaches for design and analysis.

ASCE Earthquake Lifeline Reconnaissance Team, Chengdu, China (2008): Selected as a member of the four member team and was instrumental in securing the teams invitation for their site visit in July 2008 to the effected earthquake damaged area of the Sichuan basin. The team performed an on the ground evaluation of lifeline and tunnel performance following the magnitude 8 event.

Engineered Entry and Bulkhead for Mine Expansion, Saskatchewan, Canada (2008): Co-project manager for the development of plans, specifications, and engineering to the 30 percent level for decision-making purposes. The effort included information collection requirements for full design and construction, study of alternatives and choosing a recommended design, construction and constructability analysis, preliminary cost and schedule analysis, along with an integrated risk assessment Specific challenges were to balance the conflicting needs of providing mining access, ventilation, and conveyor ways against the bulkhead needs for preserving the integrity of the salt, minimizing bulkhead size and optimizing its shape, and ensuring the buffer was not compromised. East Side Combined Sewer Overflow, Alder Shaft Excavation, Portland, Oregon (2006): Senior consultant to the Kiewit Engineering Company to provide construction engineering recommendations for the 90 foot deep, 35 foot diameter shaft below the ground water table. A numerical analysis was performed to assess the stability of excavation limits with and without supplemental de-watering. Water in-flow quantities were estimated and staged excavated sequences recommended to prevent base instability during construction.



Conrad W. Felice

North Ore Shoot Shaft Liner, Salt Lake City, Utah (2006): Senior consultant to the Kiewit Engineering Company to provide a review and analysis for a 18 inch thick, 26 foot diameter by 225 foot deep shaft though dumped mine rock at the Kennecott Copper Bingham Canyon Mine. The review included an analysis of geotechnical data and a review of compaction and permeation grouting to manage loads from hydrostatic pressures. East Side Combined Sewer Overflow, Opera Shaft Excavation, Portland, Oregon (2006): Senior reviewer for the Kiewit Engineering Company on the analysis and excavation sequence 150 foot deep, 35 foot diameter shaft below the ground water table. Provided an independent review of the numerical model simulating the installation of the slurry wall to support the excavation and base stability without supplemental de-watering. Mesa Verde Waterline Replacement, Colorado, (2005): Program manager to provide an assessment of the available information and comment on the use of horizontal direction drilling (HDD) as a technique for replacing waterlines in the Mesa Verde National Park, Colorado. The waterline replacement project involved the construction of approximately 35,400 linear feet of 6-inch diameter stainless steel waterline. An HDD design was provided to minimize environmental and construction impacts in this remote and sensitive region.

Confidential construction client, Los Angeles, California (2004): Senior analyst for a three-dimensional finite element analysis to assess design adequacy and simulate the field and construction conditions of a 30 m deep, 5.5 m diameter tunnel assess shaft and 2 m access tunnel stabilized using ground freezing. The effort validated the suitability of the design and identified weaknesses in construction operations.

Phoenix Sky Harbor International Airport Advanced People Mover, Phoenix, Arizona (2003): Special consultant for geotechnical engineering related to numerical analysis of advanced people mover facilities to support elevated guide ways, tunnels underground stations, elevated stations and a maintenance facility. Services include assistance in development of input parameters and review of Plaxis model results. Wet Weather Outfall Project at the Durham Facility in Tigard, Oregon (2002): Senior geotechnical consultant providing engineering analysis and design recommendations in support of compaction grouting operations under heavy rail line sensitive to surface settlement during construction. The purpose of the compaction grouting program was to minimize and control settlement and angular distortion that may be induced by pipe (102-inch and 60-inch diameter pipes) jacking construction activities railroad tracks. Settlement estimates were provided along the jacking pipe centerlines based on reported ground conditions and the general contractor’s excavation and dewatering plan. Measured settlement differed from prediction by 0.08 inches. State Route 520 and I90, Seattle, Washington (2002): Senior consultant to perform a risk analysis and assessment of fire and accidental explosive effects for a planned roadway expansion and in-tunnel transport of flammable materials in tanker trucks. The analysis evaluated threat options and provided overpressures as a function of the distance from the explosive source to critical facilities. Impacts and likely exposure scenarios were provided for in-tunnel and open air accidental explosions. William Gas Pipeline, Auburn, Washington (2002): Senior geotechnical consultant assigned to perform a risk analysis and a comparison of the proposed tunnel designs and an assessment of their feasibility including the development of a risk register. The project consisted of two shafts adjacent to the White River, one to an estimated depth of 110 ft. below the ground surface with a diameter of 30 ft. and the second to a depth of 266 ft. below the ground surface with a diameter of 20 ft. An earth pressure balanced (EPB) tunnel boring machine (TBM) was proposed to excavate the tunnel on a level grade between the south and north shafts in the direction of south to north. The circular tunnel is estimated to be 2,400 ft. in length with an excavated diameter of 12 ft. Tunnel support was to be provided by a system of steel ribs and lagging or concrete segments. A 200 ft. long chamber was proposed adjacent to the south shaft that will serve as an underground fabrication and working area for the installation of the pipe.



Conrad W. Felice

Salt Lake City Airport Development, Salt Lake City, Utah (2001): Senior consultant for the analysis of free-field and anticipated ground loads on the shallow tunnel walls from earthquake induced ground motion in soft soils. The tunnel was constructed under an active runway. The effort required building a two-dimensional finite element model of the tunnel and ground system using the Plaxis finite element code. Constitute model parameters were derived from in-situ and laboratory tests. Grays Harbor Lateral Project Grays Harbor County, Washington (2001): Senior consultant to Northwest Pipeline Corporation for the planned construction of a 20 in. diameter, 49 mile long, natural gas pipeline in Washington State. The effort included the planning and design of six horizontal directionally drilled (HDD) crossings for a combination of rivers and surrounding wetlands. HDD design lengths ranged from 1,028 to 4,172 ft. Design considerations included topography, geology, and drilling technology including mud selection to provide an acceptable factor of safety against hydraulic fracturing. Nooksack River Crossing, Auburn, Washington (2000): Senior consultant to Northwest Pipeline Corporation for the replacement of an existing 36-inch diameter natural gas pipeline across the Nooksack River using HDD. The effort included evaluating alternatives to provide a basis for the planning and execution of the crossing. Recommendations were provided for a range of HDD set-back alternatives and depths in cooperation with the contractor. Mist Underground Storage Project, Oregon (2000): Senior reviewer and advisor to Northwest Natural Gas. Services include geotechnical investigations for a horizontal directional drill of a major river crossing, geologic hazard evaluations from aerial photographs and field reconnaissance. Recommendations were provided for the river crossing, mitigation of significant geologic and seismic hazards, and trench support. Williams Communication, Washington (1999): Senior geotechnical consultant on the 200-mile, fiber optic pipeline from Portland, OR to Seattle, WA. Directed and performed hazard analyses for mass wasting, erosion, volcanic, seismic including liquefaction, lateral spreading and faulting. Hazard maps were prepared in an ARC-INFO GIS along with an impact assessment and mitigation recommendations for submission to state and local permitting agencies.

Cross Cascade Pipeline, Washington (1995 to 1998): Senior geotechnical consultant and program manager for the design and investigation of 3000 ft. horizontal directional drill across the Columbia River. Project included selecting subsurface investigations in 150 ft. of water, drill-path selection, and identifying construction issues. Subsurface data was collected using ground penetrating radar, side-scan sonar and subbottom profiling and drilling to confirm soil conditions.

Alexander Tunnel Portal/Bluff Condition and Slope Assessment, Hope, British Columbia (1997 to 1998): Lead geotechnical consultant for a rock engineering investigation performed over the interval of Kilometer 46.7 to 47.7 of Highway 1 north of Hope, British Columbia, also known as Alexandra Bluff. The purpose of this investigation was to provide rock slope stabilization recommendations above and advance to the tunnel portal to reduce the rockfall hazard to the traveling public. The bluff is 1026 meters long and consists of a constructed rock slope (up to 50 m high) as well as a rock natural rock slope above the constructed slope which extends several hundred meters above. Recommended stabilization measures, included rock bolting, scaling, trimming, shotcrete, drains, and wire rope. A hazard ranking to define risk and priority for construction was developed and technical specifications written for bidding by contractors.

Dworshak Dam Seepage Analysis, Orofino, Idaho (1997): Program manager and senior geotechnical consultant for leading a senior review team for the U.S. Army Corp of Engineers on a seepage evaluation and mitigation in the dams drainage tunnel galleries. The dams was the third highest straight axis dam in the Western Hemisphere. Provided review and recommendations for reconstructing original grout curtain to control excessive water flow through the central core of the dam. The dam founded on fractured bedrock was subjected to high head conditions which created uplift pressures in excess of design criteria.



Conrad W. Felice

Denny Way/Lake Union Combined Sewer Overflow, Seattle, Washington (1996): Senior consultant on the program management team to for the 120 million dollar project into Elliot Bay. The project included a 6,200 ft. long, 14 ft. 8 inch diameter tunnel to provide 7.2 million gallons of CSO storage. Project included assessing potential for liquefaction, submarine slope failure, and excessive settlement along the pipeline alignment. Subsurface data was gathered by marine geophysics (bathymetry, side-scan survey, subbottom profiling) and cone penetration testing. Lifeline System Assessment, Bremerton, Washington (1996): Program manager and senior geotechnical consultant for lifeline seismic assessment for the city water distribution and treatment system. Program included GIS data visualization and a seismic assessment of a diversion tunnel, pipelines, bridges, water storage tanks and the intake tower for a concrete gravity arch dam. The study addressed the ability of structures and lifelines to maintain their functional integrity and meet operational performance criteria following a seismic event. Regional system vulnerabilities were identified and a risk reduction strategy developed including specific mitigation measures.

Snoqualmie Tunnel Condition Assessment, Snoqualmie, Washington (1996): Senior geotechnical consultant to the Olympic Pipeline Company for the evaluation of the tunnel stability. The tunnel constructed during the period of 1912 – 1914 is concrete lined, except the invert, throughout its entire length. The effort included an assessment of the liner condition, changes in the groundwater regime, and the potential for failure. U.S. Navy Home Port, San Diego, California (1995-1996): Senior consultant for the evaluation of the dynamic response and stability of an underground pipeline conveying radioactive material along an aging seawall against a level II earthquake. The analysis and exploration program included a subsurface investigation using cone penetrometer soundings, an analysis of the liquefaction potential, estimated post-liquefaction settlements, lateral spread displacement, and a review of the pipeline support system to identify the potential for service disruption and damage. Nevada Test Site Tunnel Construction, Mercury, Nevada (1990 to 1992): Program manager and technical director for laboratory testing and analysis in support of the soft rock tunnels at the U.S. Department of Energy Nevada Test Site. Designed and implemented laboratory material characterization programs to support construction and constitutive modeling for use in advanced numerical analysis. Laboratory procedures included developing special techniques to accurately measure the physical properties and strength parameters for construction and response to dynamic loads. The tunnels were excavated by conventional means and employed sequential excavation philosophy. Waste Isolation Pilot Plant, Carlsbad, New Mexico. (1991 to 1992): Project manager and technical lead the characterization of marker bed 139 at the licensed 600 m deep facility for the disposal of transuranic radioactive waste. Developed and performed characterization program of unsaturated flow in fractured porous media using computerized tomography. Treaty Verification Program, Washington, DC (1991 to 1992): Project manager for the characterization and verification effort for the closure and compliance program at the Former Soviet Union underground nuclear weapons test facility at Novaya Zemlya. Led the development of the acquisition of the cold room facility and laboratory testing and analysis for material properties and computational models to simulate site specific condition affecting site closure and compliance. Nevada Test Site, Mercury, Nevada (1990 to 1992): Project engineer for the development of an in-situ stress gauge for the measurement of time histories of tunnel response to high amplitude, short duration loading conditions. The system was successfully fielded in events with dynamic sources in excess of 1 kiloton. Underground Technology Development Program, Washington, DC (1989 to 1990): Program manager and technical director for a major Department of Defense underground design and construction program For this tunnel technology development program, a systems engineering approach was used to establish a strategic plan that included setting objectives and identifying decision alternatives to satisfy project goals which included environmental regulatory compliance for an simulated metro tunnel system. This included site selection and


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Conrad W. Felice

exploration, assessing and selecting excavation techniques, establishing and implementing field and laboratory investigation programs, and recommending and implementing construction alternatives. This included the analysis of the rock mass response and tunnel liners to earthquake and impact loadings. Shallow Tunnel Missile Basing Program, Yuma, Arizona (1985 to 1987): Program manager engineer for the design and construction of a cut and cover tunnel system. Project responsibilities included developing contract statements of work and managing an interdisciplinary staff of consultants and contractors. Directed geotechnical constitutive model selection and parameter evaluation for dynamic ground motion assessments and soil structure interaction. Supervised the design and construction activities including site assessment and characterization followed by field testing and assessment of structural and system performance to the simulated dynamic loads. Missile Basing Technologies, Washington, DC (1986 to 1987): Technical consultant on a team comprised of military and national laboratory scientists and engineers evaluating deep missile basing concepts and rapid excavation technologies. Existing and emerging technical concepts were evaluated for rapid egress of defense systems from deep protective facilities at elevated grades and geologies ranging from hard rock to sands and gravels.


Example bridge and marine projects Page 1

Conrad W. Felice

WSDOT (2016-Present) Serving as the Washington State Department of Transportation owners representative and Geotechnical Design Manager for the over $2.5 billion I-405 Corridor Program. Multiple design build contracts are awarded to execute the work. The effort involves preparing contract specifications and supporting documents such as the geotechnical baseline report. During construction technical submittals are reviewed and assessed for contract compliance.

South Park Bridge Replacement, Seattle, Washington (2012): Senior consultant for the main pier concrete caisson foundation for the new drawbridge consisting of two moveable (bascule) leaves forming the main span of the structure built over the Duwamish Waterway. Hard glacial soils were encountered altering construction means and methods. Excavation for the caisson included grab bucket and jetting operations. Soil conditions were evaluated and assessed in accordance with contract documents for evaluating the suitability of excavation methods to reach the design founding elevation.

Portland-Milwaukie Light Rail Bridge, Portland, Oregon (2011 – 2012): Senior consultant for the foundation design review, constructability and evaluation of

Osterberg load tests. The structure is a four-pier cable-stayed bridge approximately 1720 feet in length with two towers, each 180 feet high. The towers are founded on 10 foot diameter drilled shafts approximately 150 feet length.

Willamette River Bridge, Eugene, Oregon (2011 to 2012): Senior consultant to the specialty foundation contractor constructing the 8 foot diameter drilled shafts supporting a single pier design. The $204 million replacement project administered by the Oregon Department of Transportation was delivered through a construction manager/general contractor (CM/GC) contract method. Services provided included engineering analysis during construction, engineering review and interpretation of the foundation integrity testing results.



Conrad W. Felice

US95, Contract 3409 Ann Road interchange project located in Las Vegas, Nevada (2010 – 2012): Senior consultant for evaluating the suitability and structural capacity of 8 and 10 foot diameter drilled shafts containing defects and anomalies. Independent integrity tests were performed and the effect of detected concrete anomalies evaluated. The independent analysis concluded that structural integrity was not compromised and the foundation capacity was sufficient to sustain the design loads.

US 20, Pioneer Mountain to Eddyville, Oregon (2010 – 2012): Senior consultant to the design-build joint venture for the analysis and constructability review for the bridge foundations and impacts from adjacent fill embankments on substructure performance. The project consisted of 8 bridges on 10 foot diameter drilled shaft foundations, 9 cuts, and 14 fills of up to 200 feet deep located in remote regions on unstable slopes and historic landslides. Numerical stability analysis was performed and structural mitigations recommended for construction.

I4 – St Johns River Bridge, Lake Monroe, Florida (2011): Senior consultant to the design-build joint venture to resolve excessive settlements during construction and subsequent impacts on construction sequencing. Idealized ground conditions evaluated to predict the magnitude and rate of settlement of the underlying soft ground using wick drains and a surcharge. Accounting for the inherent site variability, long-term settlements predictions were revised and identified to impact the project schedule and construction sequence affecting the claim resolution process. Western Freeway Sea Link Project, Phase II, Mumbai, India (2010-2011): Senior consultant to the public partnership concessionaire to draft specifications for foundation loads tests and perform design and constructability reviews. The load test were to check the design and the methods of construction for the 1200, 1600 and 1850mm diameter piles for the north south link between the Rajiv Gandhi Sea Link to Nariman Point North Saskatchewan River Crossing, Edmonton, Canada (2010): Performed an independent analysis of the performance of an abutment fill as part of the construction of the Anthony Henday Drive Bridge. Founded on deep piles driven through fill, glacial till and embedded in shale, the construction sequence was analyzed to evaluate displacements and the impact to deck movement. To represent the as-constructed site conditions numerical modeling was carried out according to the following construction sequence starting from the original ground conditions: construction of the tangent pile wall, fill placement, installation of the abutment piles, abutment placement and loading. The results indicated that the displacements in the abutment fill and underlying till were within construction contract tolerances for long-term deck maintenance.



Conrad W. Felice

Gulf Intracoastal Waterway West Closure Complex Pump Station, New Orleans, Louisiana (2009): Senior consultant on construction engineering for the structure (20,000 cubic foot per sec capacity, approximately 560 ft long, 175 ft wide, and about 80 ft tall) founded on a reinforced concrete mat supported on pile foundations. The project also included a gate structure with a 225-ft primary navigation gate and a 75-ft secondary navigation gate, and a new concrete T-wall. Through test excavations and a numerical analysis, the construction sequencing was evaluated to assess stress changes at depth, as the excavation progressed, and the resultant deformations at the base of the excavation to mitigate failure due to a buildup of pore pressure in a critical stratum of concern beneath the pump station footprint, consisting of relatively coarser materials. Sound Transit Central Link Light Rail Project C-700, Seattle, Washington (2002 to 2007): Senior geotechnical engineer providing independent design review and oversight on the non-redundant drilled shaft foundations and cross-hole sonic logging (CSL) integrity testing and analysis for the 8 ft. and 10 ft. diameter drilled shafts that were constructed as part of the foundations for the elevated light rail system. Technical support included addressing shaft integrity, acceptability and providing engineering recommendations. Sauvie Island Bridge Project, Portland, Oregon (2006): Program manager providing integrity testing and design analysis for the 10 foot diameter, 100 foot long bridge drilled shaft foundation elements. The project was contracted by the Oregon Department of Transportation and construction oversight provided by Multnomah County. Anomalies were detected near the top of the shaft and evaluated for their impact on the foundations ability to sustain the design and construction loads. The foundation was determined to be acceptable. Northeast 33rd Drive Bridge Replacement, Portland, Oregon (2006): Project manager for the integrity testing and acceptance recommendation for the 6 foot diameter, 38 foot long drilled shaft foundations. The project was under the direction of the City of Portland. Good quality concrete wasconfirmed and acceptance of the foundation recommended. Spencer Creek Bridge, Lincoln County, Oregon (2006): Senior reviewer for design calculations for stone column ground Improvement to mitigate the risk of liquefaction. The stone column design consisted of 3.5-feet diameter column installed in a grid pattern at 8 feet on centers with a target replacement ratio of the improvement area of 15%. These design calculations demonstrated the specified stone column solution satisfied the design and acceptance criteria provided in the project plans and specifications. Bitterroot River Bridge, Missoula, Montana (2005): Senior design engineer to provide a capacity recommendation on a compromised 1.8m diameter, 27m long drilling shaft to sustain the anticipated design load. The scope of work comprised a review of relevant project documentation including drawings, specifications, construction records, and design calculations. The project was under the direction of the Montana Department of Transportation, District 2 (MDOT) and the contractor was Evergreen Caissons, Inc.. The independent analysis confirmed that the as-constructed had the capacity to sustain the anticipated axial design load of 4632 kN with at least a factor of safety of 2 with the confirmed anomaly. S. Umpqua River Bridge Oregon (2005): Project manager and senior engineer for the testing and validation of the mitigation of a compromised shaft with a soft bottom. The project was under the direction of the Oregon Department of Transportation (ODOT) and the general contractor was Ross Bros. & Company, Inc. (RBC). Pressure grouting through holes cored in the shaft concrete inside the reinforcing cage near the affected portion of the shaft was used to remediate the defective foundation. The analysis showed a marked improvement of the soft bottom condition and variations in apparent velocity and energy levels within acceptable tolerances indicating homogeneous and good quality concrete.



Conrad W. Felice

Veterans Glass City Skyway, Toledo, Ohio (2002 to 2004): Senior geotechnical engineer on the cable-stayed bridge project. Developed and implemented drilled shaft acceptance criteria during construction. The effort included analyzing cross-hole sonic logging data to assess drilled shaft integrity. The drilled shafts were 2.5 m in diameter, fully cased and drilled using oscillator and rotator equipment. Numerical design support was provided to assess constructability and to evaluate skin friction, bearing capacity, and expected settlement in fractured rock. Design support was also provided to assess mitigation designs where defects were identified in the constructed drilled shafts. The project owner was the Ohio Department of Transportation.

US 26: Cornell Road – OR 217 Project, Beaverton, Oregon (2004): Project manager and senior engineer providing integrity testing, analysis, acceptability for the drilled shaft bridge foundations. The project was under the direction of the Oregon Department of Transportation (ODOT) and the general contractor on the projects was MOWAT Construction Company. The presence of anomalies was detected at depths from 1 to 2 m and at 5.6 m below the top of concrete. After an engineering analysis the anomalies were not of significant size to warrant concern on the ability of the shaft to perform as designed.

Zigzag River Mile Bridge (Phase 1 and 2), Mt Hood, Oregon (2004): Project manager for the integrity testing and acceptance recommendation for the 1.2m diameter, 13m long drilled shaft foundations. The project was under the direction of the Oregon Department of Transportation (ODOT) and the general contractor was MOWAT Construction Company (MOWAT). Numerous anomalies were detected in the field data and were resolved with no impact to the construction cost and schedule.

Perry Street Bridge, Napoleon, Ohio (2004): Foundation consultant for the replacement of the historical Perry Street Bridge across the Maumee River. Provided a review of subsurface geotechnical conditions, evaluated drilled shaft design and construction methodology, and contract plans and specifications. Reviewed contractor method statement and prepared drilled shaft acceptance criteria. Design support was also provided to assess the use of existing foundations and to assess and provide mitigation designs where defects were identified in the constructed drilled shafts

Canaport, New Brunswick, Canada (2003 to 2004): Provided design and construction engineering services to the state-of-the-art LNG receiving and regasification wharf and terminal facility. The wharf facility extended seaward from the shore face to water depths of 16m to 30m. Bored piles were evaluated for the wharf foundations and their capacity analyzed against tidal, seismic, and construction load combinations.

Four Bears Bridge, North Dakota (2003): As senior consultant to the contractor, provided geotechnical and structural foundation engineering services for the 914 mm diameter pipe piles and a drivability analysis using WEAP. In addition, we provided value engineering services to determine if 2.75 m diameter drilled shafts could effectively replace the proposed 4 m diameter drilled shafts subjected to an axial service load of 41 MN and a lateral load due to ice forces of 3 MN in 20 m of water. The shafts were to be cased and penetrate soft surface soils and be



Conrad W. Felice

socketed into hard clay/shale with a length of 50 m. Temporary construction engineering services were also provided.

Wakota Bridge Project, Minnesota (2003): Senior geotechnical consultant for bridges numbered 82855 and 82856 over the Mississippi River as components of the. Provided value engineering services to examine the suitability of 2.5 m drilled shafts to carry 5,000 kN of axial load in up 10 m of water. In addition, the services also included an evaluation of the constructability of the 1067 mm diameter pipe piles and a drivability analysis using WEAP 2003 for a 400 kJ pile driving system.

Defects In Drilled Shafts, McLean, Virginia (2000 to 2003): Principal investigator under a Federal Highways Administration and ADSC sponsored research project to quantify the effect of defects on drilled shafts under axial loading. The effort examined load carrying capacity and performance of drilled shafts that have been rejected due to the detection of defects by non-destructive evaluation (NDE) methods. The effort concluded that under axial loading, the effect of a defect is highly dependent upon the geotechnical capacity of a drilled shaft. The position of a defect is also critical in determining its effect on shaft capacity. Under axial loading, the top of the shaft is the critical location. Defects located at the midpoint and toe of the shaft were found to have a greatly reduced effect on shaft capacity compared to those located at the top of the shaft.

Rajiv Gandhi Sea Link, Mumbai, India (1998 to 2003): Lead geotechnical engineer that provided design and construction oversight for the 5.6 km bridge with a 500 m cable stay portion. Services included planning and monitoring of the subsurface and marine investigations consisting of over 800 borings and geophysics, the design for 700, 2.0 m and 1.5 m large diameter drilled shafts, embankment and seawall design, seismic analysis, borrow source selection, reclamation, and inspection services during construction. Working loads on the shafts range from 2 MN to 25 MN and were constructed from a jack-up platform using a reverse circulation drilling unit and ranged in length from 4 m to 40 m in up to 7 m of water. In addition, four Osterberg cell load tests in a split cell configuration were performed to validate design assumptions and assess construction practices. The owner for the $120 million was the Maharashtra State Roads and Development Corporation, Mumbai. Delaware Memorial Bridge, Delaware (2002): Senior consultant providing protective construction design services to reduce the potential of significant damage or collapse of the suspension spans that could be vulnerable to terrorist attacks and to develop measures to provide enhanced resistance to such incidents. The effort included the development of a threat scenario, a vulnerability assessment to potential blast and fragmentation damage, and the design of mitigation measures for the main tower and suspension cables against the design threat. Patterson Memorial Bridge, Gold Bar, Oregon (2001 to 2002): Senior geotechnical consultant to provide review and analysis of apparent defective drilled shaft construction. The Patterson Memorial Bridge crosses the Rogue River in Gold Beach, Oregon. The project is under the direction of the Oregon Department of Transportation (ODOT). Apparent anomalies were evaluated through cross-hole sonic logging, an assessment of construction records and verified by an independent design analysis of shaft capacity and settlement. The 2 m diameters shafts were drilled with a conventional auger. Badger Road Overpass, Fairbanks, Alaska (1999): Principal geotechnical design engineer for the bridge structure in permafrost. The structure, approximately 40 m long, is supported on mechanically stabilized earth abutments. The design effort included planning and carrying out the field exploration with thermal



Conrad W. Felice

measurements, laboratory testing, seismic assessment, assessment of foundation alternatives and retaining wall design. The client was the Alaska DOT&PF. Seawall Upgrades, U.S. Coast Guard: Staten Island, New York (1998): Program manager for the redevelopment of retrofit pier and harbor upgrades. The project included extending two seawalls enclosing the harbor and the construction of rip-rap revetments. U. S. Navy, San Diego, California (1995 to 1997): As the senior geotechnical engineer conducted an analysis to determine liquefaction potential and perform an assessment of the dynamic response of a pile

foundation for an essential waterfront industrial facility. The work included cone penetrometer testing (both standard and seismic), drilling and sampling, and laboratory testing of selected samples including dynamic tests. A numerical analysis was performed to refine the liquefaction potential of the site, to assess the performance of the structural piles and to evaluate the effectiveness of compaction piles for site improvement under high seismic loads. A numerical model was developed representing the site soils, pile foundation and structure. Parametric evaluations were performed to determine sensitivity to major variables. Methods of improving the liquefaction resistance of the soils were also assessed.

Boeing South Bridge Across Cedar River, Renton, Washington (1997): Lead geotechnical consultant for a study to modify bridge structure to mitigate potential flood damage. Directed subsurface investigation and the assessment of the existing pile foundation to sustain lateral seismic induced loads. Impacts due to liquefaction and scour were also quantified. Denny Way/Lake Union Combined Sewer Overflow Project, Seattle, Washington (1996): Senior consultant on the program management team to for the 120 million dollar project into Elliot Bay. The 6,200 ft. long, 14 ft. 8 inch diameter Mercer Street tunnel will provide 7.2 million gallons of CSO storage. Project included assessing potential for liquefaction, submarine slope failure, and excessive settlement along the pipeline alignment. Subsurface data was gathered by marine geophysics (bathymetry, side-scan survey, subbottom profiling) and cone penetration testing. Legacy Highway, Salt Lake City Utah (1996): Senior peer reviewer for the geotechnical subsurface investigation and design for the preliminary I-15 Design/Build corridor project. The program included a study to estimate settlement for 54 bridge embankments over a 17.4 mile section of rigid pavement. A manual was developed that included guidance on pile foundations, embankment stability, embankment settlement, retaining wall/mechanically stabilized earth wall design, liquefaction and lateral displacements and instrumentation types and frequencies. Liquefaction assessment guidelines were also provided. Santa Barbara, California (1998): Senior consultant for the numerical assessment of an offshore platform to assess soil conditions and ground response with respect to earthquake loading. The study focused on evaluating the variation in cyclic stress ratio with depth followed by axisymmetric and dynamic plane strain analysis to quantify the influence of a loosened soil zone on the stability of the platform. Batangas Pipeline Feasibility Assessment, Philippines (1997): Project manager for the development of an offshore platform and 200 mile long pipeline in the South China Sea. Directed feasibility assessment, data collection, and developed acceptance criteria. West Australia Petroleum Pty Limited, Australia (1997): As the senior consultant to Shell, directed and performed earthquake response analysis for the Gorgon gas field, North West Shelf. The field area was 65 km by 10 km in water depths ranging from 170 m to 500 m.


Collection of example projects Page 1

Conrad W. Felice

N 1 E 6th Street to I-5 – NB Hard Shoulder Running & ETL Improvements Project, Seattle WA (2016-2017). Geotechnical Design Manager for this Washington State Department of Transportation project to allow general-purpose vehicles to use the outside shoulder during peak periods but functions as a shoulder during all other hours. The effort involves preparing contract specifications and supporting documents such as the geotechnical baseline report. During construction technical submittals are reviewed and assessed for contract compliance.

Interior to Lower Mainland (Flatiron Graham Joint Venture on this $1 billion-dollar design-build project. The effort included providing technical support of a claim to allow the mitigation of snow loads on transmission structures using passive systems in advance of arbitration. Designs were produced to demonstrate alternative measures would also meet contract objectives and long-term maintenance requirements. 7th Army command and control facility, Wiesbaden,, Germany (2014-2015):

Represented Germany MW High-Tech Projects Israel, Ltd (MW) in a mediation with the US Army Corps of Engineers on a claim involving defective design. Subsurface materials were misrepresented in the contract documents resulting in excessive redesign and change construction conditions. The mediation was successful in favor of MW.

Portage Cove Harbor Expansion Project, Haines, Alaska (2016-2017). Senior consultant to Pacific Pile & Marine for a differing site conditions encountered during dredging operations. The purpose of this effort was to form an opinion as to the characteristics of the geologic materials encountered during the dredging operations and if there were materially different from those represented in the contract documents. The effort resulted in a favorable settlement to the contractor.

Annette Bay Ferry, Metlakatla, Alaska (2014-2015): Senior consultant to Southeast Road Builders Inc. on a differing site condition claim during construction. The effort consisted of an independent assessment to the excavation and completion of the back wall, the suitability of source material to meet the requirements for classification as Subbase C in accordance with ADOT specifications, the design changes and additional excavation at the abutment, and the changes in pile length for the marine works. The effort resulted in a favorable settlement to the contractor.

King Cove Access Road Completion Project, King Cove, Alaska (2014-2015): Senior consultant to Alaska Interstate Construction on the suitability of borrower material and over-excavation quantities of overburden materials. In addition to assessing a Type 1 differing site condition, the specifications were found to be defective concerning the quantity and quality of overburden materials specified for reuse that could not have been anticipated at the time the bid was prepared.



Conrad W. Felice

Steamboat Slough Setback Levee Ecosystem Restoration Project, Astoria, Oregon (2015): Senior geotechnical consultant for J.E. McAmis (JEM) on a changed conditions claim from groundwater conditions at the project site. Dewatering operations were assessed and seepage analysis evaluated to determine impacts to construction operations that included levee construction and engineered fills. The effort resulted in a settlement to JEM from the Department of the Army, Portland District, Corps of Engineers.

Kapuskasing, Canada (2012-2013). Lead for the engineering team to investigate the cofferdam breach during the construction of added generating capacity to the Kipling Dam. The project was under the direction of Ontario Power Generation and constructed by the Kiewit Alarie Partnership. Services included the direction of the design and constructability review for standard of care. Independent modeling was performed to evaluate construction practices, staging, and sequencing. Laboratory testing was conducted to assess the integrity of construction materials. A root cause analysis was performed, and construction anomalies in water management and cofferdam template practice were identified

Value Engineering Study, Orlando, Florida (2012): Senior geotechnical analyst on the study team to assess the reconstruction of 15 interchanges, the construction of 60 new bridges, and over 70 bridge replacements to increase design speed, and reduce congestion for the proposed public-private partnership project along I4. Alternate design criteria were proposed, right of way acquisition was minimized, and common construction practices for efficient staging and sequencing were evaluated along with structural type, span lengths, and foundation systems for the bridges. Value Engineering Study, Portland, Oregon (2012): Geotechnical analyst on the study team for the Portland District U. S. Army Corps of Engineers. The study evaluated and developed recommendations to reduce seepage through monolith joints to the generator units. John Day Dam is a concrete gravity structure and rock embankment dam with a total length of 5,900 feet and forms a pool approximately 105 feet above tailwater. The project includes a 16-unit powerhouse, a spillway with 20 radial gates Nine alternatives and three design recommendations were provided to minimize construction and environmental impacts and overall risk and to increase sustainability and resilience while improving the schedule for contract execution. Humboldt Nuclear Power Plant Decommissioning, Humboldt, California (2012): Senior reviewer for a numerical analysis to simulate the demolition construction sequence and the associated impacts to adjacent facilities. The analysis included the construction of a slurry wall followed by de-watering and staged excavation sequences with soil nail ground support. Surface settlements and how far they would extend at each stage of construction was examined and determined that the selected sequence would not impact adjacent sensitive facilities.



Conrad W. Felice

Value Engineering Study, New Orleans, Louisiana (2012): Geotechnical analyst on the study team for the New Orleans District U. S. Army Corps of Engineers. The study evaluated and developed recommendations to reduce cost, improve schedule and performance from storm damage to the Morganza Stilling Basin, Old River Control Structure Levees and Channel, and Huey P. Long bridge Levee Reach Seepage. Twelve alternatives and eights design recommendations were provided to minimize construction and environmental impacts and overall risk, and to increase sustainability and resilience while improving the schedule for contract execution.

Gateway Avenue Grade Separation Project, Port of Vancouver, Vancouver, Washington (2012): Lead consultant to evaluate ground subsidence during the construction of a 106 foot long and 8-foot diameter drilled shaft. A mitigation design consisting of thirteen stone columns to be placed around subsidence zone was reviewed and recommended for construction.

Cush Dam #2, Shelton, Washington (2011): Senior geotechnical consultant Harbor Point Construction in support of fish habitat and passage improvements at the 175 ft. high and 575 ft. long concrete gravity arch dam constructed in 1930. Provided an independent analysis of the foundation conditions and stability assessment at the left abutment and the potential to support the anticipated loads during construction.

Emergency Missouri River Levee Study, Omaha, Nebraska (2011): Geotechnical analyst on the value engineering study team for the Omaha District U. S. Army Corps of Engineers. The team identified nineteen alternatives and design suggestions with a potential cost savings in excess of $1 million. Each alternative was compared to the baseline concepts and performance attributes developed to address project risks.

Frazier Landslide Analysis, Oakridge, Oregon (2008 to 2010): Senior consultant retained to perform an independent review of the suitability of the analysis, design and construction practices to repair the Frazier Landslide that occurred on January 19, 2008 on the Union Pacific rail line.

Populus Terminal Transmission Project, Salt Lake City, Utah (2010): Lead consultant on the evaluation to provide an opinion on the justification that the 10 foot diameter 100 feet long shaft was defective and that remedial measures other than full replacement were deemed to be not effective. An independent analysis of the shaft constructed underground artesian ground water conditions was found to be repairable and could sustain the anticipated design loads without replacement.



Conrad W. Felice

Brilliant Dam Retrofit, Fortis British Columbia, Canada (2006 to 2007): Engineer of Record for the 60-year-old Brilliant Dam spillway gate isolation project. The spillway at the Brilliant Dam consists of eight bays, each 48-ft wide, containing a 34-ft wide by 40-ft high roller gate. A design was developed for reverse needle-beam cofferdam using floating needles. A needle beam cofferdam consists of a horizontal support beam and vertical needles placed in front of a gated spillway. It is used for dewatering the spillway bay so that the gate can be inspected, serviced, and maintained in a dry environment without lowering the reservoir.

Silver Reef Casino, Ferndale, Washington (2006): Project Principal to oversee an integrated approach using traditional analysis and numerical methods coupled with an understanding of construction practices of a cost-effective ground improvement strategy and foundation system to mitigate earthquake risk to a six-story high rise cast-in-place concrete structure bearing on liquefiable and highly compressible soils. Through the application of ground improvement, the constructed foundations system saved over $1 million.

Sound Transit Link Light Rail Maintenance Yard, Seattle, Washington (2004): Senior consultant providing construction engineering services to Condon Johnson & Associates: Providing cross-hole sonic logging (CSL) testing and analysis for the 8 ft. and 10 ft. diameter drilled shafts that are being constructed as part of the foundations for the Sound Transit Central Link Light Rail Project C-700. Developed analysis and recommendations to address shaft integrity, acceptability and provides engineering recommendations when anomalies were encountered. The project was under the direction of the Sound Transit, and the general contractor is Kiewit Pacific Co. Haynes Repowering Project, Los Angeles, California (2003): Senior consultant that provided emergency CSL testing services for suspect shafts on critical construction path. Potential anomalies were detected by gamma-gamma logging. CSL results showed the shafts to be suspect in the upper 10 ft and the cause to be de-bonding and concrete curing conditions due to the presence of groundwater. This opinion was confirmed by coring and laboratory break strengths where the observed concrete was sound and homogeneous. Industrial Site Expansion, Edmonton, Alberta, Canada, (2000): Senior engineer for the machine vibration analysis to determine the stiffness and damping constants for individual piles and the pile groups to support a wet gas compressor and adjacent lube skid. The analysis included developing stiffness and damping constants for vertical, translation, rocking, and coupled rocking and translation vibrations. Values for single piles and the group were developed as well as the contribution of the pile cap. The compressor was supported on 15, 30-inch diameter concrete piles with a length of 80 feet arranged in three rows with five piles per row. The center to center spacing between each pile in a row is 10 feet 2 inches and 8 feet 10 inches between rows. The cap constructed over the piles was 3.5 feet thick and embedded 3 feet into the fill soil with the dimensions of 45 feet wide and 22 feet deep. Sumner Compressor Station Upgrade, Sumner, Washington, (2001): Senior geotechnical consultant to Williams Energy for the investigation and mitigation of vibration induced ground failures. A dynamic machine foundation vibration analysis was performed and construction mitigation measures recommended to correct the problem. Nuclear Waste Disposal Program, Hanford, Washington (2000 to 2001): Senior consultant for a dynamic finite element analysis using the commercial program PLAXIS to model changes in site conditions following the in-situ dynamic disruption process and the subsequent response of the soil during high-temperature vitrification process. Failure modes during and in response to construction practices and due



Conrad W. Felice

to the inducement of loads on and in the soil were calculated. Changes were recommended to improve the overall safety of the field construction operation. Specific issues examined were density changes induced during dynamic disruption and cavity formation due to soil bridging. Landslide Analysis, Des Moines, Washington (2000): Program manager and senior geotechnical engineer to assess the reactivation of an ancient landslide approximately 3,000 feet wide and 1250 feet high in King County. Conducted geologic assessment and provided slope stabilization recommendations. The effort included identifying the position and geometry of slip surfaces, selection and placement of baseline instrumentation, quantifying direction, and distribution of ground movement, establishing hazards/impacts and accompanying risk and setting criteria for long-term monitoring and stabilization measures. Watershed Analysis, Washington (2000): Independent senior reviewer to the WA State Department of Natural Resources for the Surface Erosion module of the Silver Watershed Administrative Unit. Ensured that the required products for the module were included and complete and the critical questions were answered and scientifically supported. Reviewed Causal Mechanism Reports and Rule Calls to see that recommendations were supported within the module. Benefit Cost Analysis High-Risk Slope Hazard Areas, Seattle, Washington (1999 to 2000): Senior consultant for an economic benefit/cost (B/C) study for 24 high-risk landslide prone areas (LPA’s) within the jurisdiction of the Seattle Transportation Department (SEATRAN). The purpose of this study is to provide SEATRAN quantitative guidance for making investment decisions in the allocation of landslide mitigation resources. An economic model was to be developed and applied to the 24 high-priority affected areas identified in the previously conducted risk assessment. The effort included a preliminary reconnaissance of each site and a proposed common set of parameters to be used in the analysis. The results were used to guide the SEATRAN investment decisions and resources allocation. Risk Framework, Analysis and Prioritization, Mount Rainer, Washington (1999): Lead consultant on an independent review team of the risk analysis methodology proposed by the National Park Service for Geologic Hazard and Floodplain Management. The review evaluated the validity of the proposed risk analysis methodology for triggering the development of mitigation strategies and capturing the linkage between hazards and vulnerabilities and how the linkage is used to assess risk. Recommendation were provided to provide standards for risk levels, hazard identification and scoring for vulnerability to distinguish risk rankings.

King Street Seismic Upgrade, Seattle, Washington (1997 to 1998): Senior geotechnical consultant and program manager on King Street Station Seismic Upgrade and Retrofit project. The building is on the national historic register and founded on timber piles driven in 1906. Directed nondestructive evaluation and testing program including ground penetrating radar to verify existing foundation system and integrity. Performed seismic assessment, foundation retrofit analysis using mini piles and managed firms overall role in providing geotechnical, hazardous materials, contamination, and structural design services.

Cross Cascade Pipeline, Washington State (1996 to 1998): Senior geotechnical consultant on a 220 mile, 14 inch diameter pipeline alignment. The pipeline route passes through multiple watersheds and mountainous terrain through private, state and federal property. A geohazard assessment consisting of a seismic assessment, landslide inventory and risk assessment of potential for slope instability and sediment delivery along the route was performed. Over 30 slopes with heights greater than 75 feet were identified as impacting the project. Failure mechanisms included debris flows, shallow landslides and deep seated instabilities. Mitigation recommendations were developed that included drainage, retaining systems, and regrading. Chevron Canada, Burnaby, British Columbia (1998): Senior consultant on emergency landslide repair at refinery adjacent to Burard Inlet. The scope of services included rapid response to minimize damage and control earth movements. A subsurface investigation was performed and stabilization measures were



Conrad W. Felice

designed and implemented. Environmental and hazardous waste management services were also provided and included obtaining permits and developing site remediation alternatives. Third Runway, Seattle, Washington (1998): Senior consultant to the Port of Seattle on a value engineering independent review team for the new third runway and a zoned, geosynthetic-reinforced embankment at SeaTac International Airport. The embankment will be 10,000 feet long and over 150 feet high, including retaining walls of up to 80 feet high. With a planned fill volume exceeding 15,000,000 cubic yards for the embankment alone, this is the largest earthwork project in the Pacific Northwest. Semiconductor Site Development, White Rock, British Columbia, Canada (1998): Project manager for site assessment and selection of high technology industrial park including the development of electronic manufacturing facilities. Principle concerns that were evaluated included ground borne vibrations from transportation and rail systems, and seismic vulnerability to regional earthquake risks. The effort included in-situ testing using the SASW technique to obtain shear wave velocities and confirming explorations. Dynamic site material properties were developed to determine site suitability and to quantify foundation requirements. Confidential industrial client, Newburg, Oregon (1998): Lead consultant on an emergency landslide over 100 feet high adjacent to a major Oregon river. A rapid assessment was made of additional slope movement and placement of critical monitoring instrumentation to record deformations and identify depth of the failure surface. The slope movement was safely arrested preventing sediment from entering the river and ensuring the safety of a settling pond at the top of the slope. Cross Cascade Pipeline, Seattle, Washington (1996 to 1998): Program manager and senior geotechnical engineer to assess the reltactivation of an ancient landslide approximately 3,000 feet wide and 1250 feet high in King County. Conducted geologic assessment and provided slope stabilization recommendations. The effort included identifying the position and geometry of slip surfaces, selection and placement of baseline instrumentation, quantifying direction, and distribution of ground movement, establishing hazards/impacts and accompanying risk and setting criteria for long-term monitoring and stabilization measures. U.S. Army Corps of Engineer, Walla Walla, Washington (1997-1998): Program manager and point of contact for ID/Q Contract for Architect-Engineer Services for Geotechnical and Environmental Studies for the Walla Walla District. Texaco, King County, Washington (1997 to 1998): Senior geotechnical constant for landslide and geo-hazard impact assessments for pipeline construction practices in King and Snohomish Counties to determine compliance with critical area ordinances. The effort included an assessment of construction on erosion potential and slope stability (LISA analysis), recommendation of mitigation measures, landform and topographic analysis, hydrologic assessment, and ordinance compliance. U.S. Coast Guard, Seattle, Washington (1997 to 1998): Program manager and point of contact for ID/Q contract with the U.S. Coast Guard Facility Design & Construction Center, Seattle, Washington. The contract supported engineering design and environmental and geotechnical services in Washington, Alaska, California, Oregon, and Hawaii. Hilton Hotel Expansion, SeaTac, Washington (1998): Program manager and lead geotechnical engineering on facility expansion and retrofit. The effort integrated a lead/asbestos survey, environmental site assessment, geotechnical investigation and foundation design recommendations, and site/civil engineering. Provided coordination with project architect and project controls for permitting and construction sequencing to maintain operation during the renovation. Lower Snake River Fish Passage Study, Washington (1997): Program manager and senior consultant to the U.S. Army Corps of Engineers, Walla Walla District to develop a framework for a defensible technical decision support system to effectively and efficiently evaluate alternatives for improving mainstream passage of juvenile and adult anadromous fish through the lower Snake River project. The project applied



Conrad W. Felice

decision analysis techniques to provide a sound and documented basis for regional decision makers to recommend solutions and identify the best strategy for action. Kittitas Terminal Facility, Ellensburg, Washington, (1997): Senior analyst for the accidental explosive hazard assessment and foundation design and siting for seven new tanks and supporting infrastructure at the oil storage terminal facility. Based on a defined threat, threshold ground vibration and airblast characteristics were established, explosive effects as a function of range from the facility were calculated and risks to surrounding population and structures assessed. Confidential European mine operator, Germany (1997): Senior geotechnical consultant on stability assessment for a deep mine excavation and equipment movement on soft soils. The effort focused on the impact of mine equipment placement on and adjacent to the slope face. Stability calculations were provided for a range of placement options to ensure operator safety and continued mine operation. Rock Creek Dam Failure and Reconstruction, Rock Creek, Montana (1997): Lead consultant for the peer review of the design and reconstruction of the 87 foot high 1200 fort long earthen dam located at the East Fork Reservoir in Montana. Dam failure occurred due to piping. To complete the project, the reservoir behind the dam was drained and the dam material excavated to the core and base. Reconstruction required material blending and a monitoring program for compaction control. Manufacturing Facility Retrofit, Renton, Washington (1997): Program manager and senior geotechnical consultant to assess vulnerability of waterfront industrial/manufacturing aircraft facility adjacent to Lake Washington. Vibro-replacement and jet grouting were recommended alternatives to mitigate damage to due to liquefaction and lateral spreading from earthquake ground motions. Savannah River Nuclear Facility, South Carolina (1997): Senior consultant on the peer review support team for the seismic analysis of F-Canyon and H-Canyon at the Savannah River Site. The independent review was conducted by the Department of Energy Office of the Environment. The effort was performed under tight time constraints that were met and resulted in a letter of commendation from the Under Secretary of Energy. City of Bremerton, Bremerton, Washington, (1995 to 1996): Senior geotechnical consultant for a seismic assessment and stability evaluation of Reservoir No 4. Program included a subsurface investigation and numerical analysis (static and dynamic) to quantify vulnerability of reservoir to failure and mitigation recommendations, landform and topographic analysis, and classification of slope movement. Medford Water Commission, Medford, Oregon (1996): Program manager and senior geotechnical engineer for the seismic stability evaluation of existing water system facilities and an earthen dam.. The study addressed the ability of dam, structures and lifelines to maintain their functional integrity and meet operational performance criteria following a seismic event. In addition, a review of the regional seismic hazard and site specific geohazards in the Medford area was performed. Seismic Facility Assessment, Seattle, Washington (1996): Project manager for the Archdiocese of Seattle to directed a seismic hazard assessment for multiple school sites in western Washington. The effort included ground motion assessment, determination of local geologic conditions and impacts due to landslides, liquefaction, and settlement caused by earthquake induced ground motions. Olympic Memorial Hospital, Port Angeles, Washington (1996): Senior geotechnical consultant to assess compliance with the City of Port Angeles, Washington Environmentally Sensitive Areas Protective Ordinance for geologic and seismic hazards for slope in excess of 100 ft in height. The effort included a site reconnaissance, an analysis of site conditions, slope stability, topography, and geologic, seismic and hydrologic conditions. Protective Structures Program, U.S. Army Corp. of Engineers, Vicksburg, Mississippi (1993 to 1994): Program manager for the technology demonstration program to developed, designed and field test a mitigation measures to protect existing facilities against ground-shock from adjacent explosions. The effort included proof testing the concept of constructing barrier walls using the innovative technique of soil hydro-



Conrad W. Felice

fracturing. The walls are constructed by injection from a nozzle placed in a shallow borehole. The technique resulted in a reduced level of ground motion reaching the foundation and thereby enhancing a structures survivability. International Treaty Compliance Program, U. S. Air Force, Belgium (1988 to 1989): Executive in charge of the successfully developed and implemented a comprehensive facility and infrastructure drawdown plan for Florennes Air Base, Belgium as required by international treaty protocol for the removal of intermediate range nuclear weapons. Hosted multinational government officials while placing over $100 million of facilities and supporting infrastructure in caretaker status. The effect was completed five months ahead of schedule. The project required scheduling personnel reductions and coordination of logistic support to remove equipment that could be used at other locations worldwide. Strategic Defense Initiative, Boston, Massachusetts (1986 to 1987): Lead engineer on the evaluation and selection of foundation alternatives to support the operation of an excimer laser to be founded on soft ground. Electronic equipment sensitivity in the micro-radian range was mitigated through a design that avoided resonant frequencies and active settlement management of the foundation. Protective Structures Program, Air Force Civil Engineering Laboratory, Albuquerque, New Mexico (1985 to 1986): Project manager for the development of design procedures for the response of pile foundations to explosive loadings supporting military structures. The effort included conducting an analysis and centrifuge modeling program to assess the dynamic response of deep foundations to lateral ground motion and liquefaction. Concrete piles were tested and subjected to prototype dynamic loads in a geotechnical centrifuge. The centrifuge testing was conducted at the Cambridge University Geotechnical Centrifuge Facility, Cambridge, England. U.S. Air Force, Worldwide (1980 to 1982): Field disaster response team leader. Assessed heavy commercial and military structures, foundations and airfields to damage from explosive loadings. Directed heavy construction equipment in response and recovery damage repair operations in remote regions and developed emergency engineering response actions.


Publications

Conrad W. Felice

Books Ream, A, Bernard Frankl, Brandon Chavel, Brian Leshko, Brent Schiller, Duncan Paterson, Patrick Wilson, Hubert Law, and Conrad Felice. 2019. Reference Guide for Load Rating of Tunnel Structures, Publication No. FHWA-HIF-19-010, Infrastructure Office of Bridges and Structures, May. Tang, A., Eidinger, J., Edwards, C., Felice, C., Lee, D., MacNeill, D., and Yen, P. 2014. Wenchuan, Sichuan Province, China, Earthquake of 2008, Lifeline Performance, Technical Council on Lifeline Earthquake Engineering, Monograph 39, American Society of Civil Engineers, American Society of Civil Engineers, Reston, Virginia. Gilbert, P., Ariaratnam, S., Connery, N., English, G., Felice, C. Hashash, Y., Nelson, P., and Tonon, F., 2013. Underground Engineering for Sustainable Urban Development, National Research Council The Washington DC National Academy Press. Peer-reviewed journal articles and conference papers Magsino, S., P Gilbert, S. Ariaratnam, N. Rutledge-Connery, G. English, C. Felice, Y. Hashash, C. Hendrickson, P. Nelson, R. Sterling, G. Tamaro, F. Tonon, and S. Spence, 2014. Underground Engineering for Sustainable Urban Development, ASCE Geo-Congress, Technical Papers, GSP 234, Atlanta, Georgia. Felice, C. W., D. N Singh and H. Brennimen, 2010. "Geology and Geotechnical Conditions Encountered During the Bandra-Worli Sea Link Project, in Conference, of the International Society for Rock Mechanics, New Delhi, India, October, 2010. Dwivedi, S. K., Teeter, R. D., Felice, C. W., and Gupta, Y. M., 2008. “Two Dimensional Mesoscale Simulations of Projectile Instability during Penetration in Dry Sand,” Journal of Applied Physics, 104, 083502. Amir, Joram M. Erez I. Amir, and Conrad W. Felice, 2004. “Acceptance Criteria for Bored Piles by Ultrasonic Testing,” in 7th International Conference on the Application of Stress-Wave Theory to Piles, Malaysia, August 8-10. Felice, C. W., and H. Brenniman, 2004. “Drilled Shaft Construction for the Bandra-Worli Sea Link Project,” International Drilled Foundation Support Specialty Conference, ASCE/ADSC. Orlando, 4-7 February. Felice, C. W., 2003. “Load Test Program for the Bandra-Worli Sea Link Project,” in The 6th International Symposium on Field Measurements in GeoMechanics, Oslo, September. Petek, K., C.W. Felice and R. D. Holtz, 2002. “Capacity Analysis of Drilled Shafts with Defects,” in International Deep Foundations Congress, ASCE Geotechnical Special Publication Orlando, 14-16 February. McCabe, W. M. and C. W. Felice. 2000, “An Assessment of a 100 Year Old Foundations System to Meet Current Retrofit Load Demands,” Transportation Research Board, Washington, D. C., 9-13 January. Martin, J., J.T. Fredrich, C.W. Felice, and S. Green, 1993. A Mechanical Properties and Microstructure of Shock Conditioned Tuff," in 34th U.S. Symposium on Rock Mechanics, University of Wisconsin, Madison, Wisconsin, 27-30 June, pp. 193 - 196. Felice, C. W., E. S. Gaffney, and J. Brown, 1991. "Extended Split-Hopkinson Pressure Bar Analysis for Attenuating Materials," Journal of Engineering Mechanics, ASCE, Vol. 117, No. 5, May, pp. 1119-1135.


Publications

Conrad W. Felice

Renick, J., C. E. Anderson, Jr., P. E. O'Donoghue, D. K. O'Kelley, and C. W. Felice, 1988. "A Methodology for the Calibration of Soil and Motion Instrumentation for Dry Soils," Journal of Applied Physics, Vol. 63, No. 5, March, pp. 1428-1437. Felice, C. W., E. S. Gaffney, J. A. Brown, and J. M. Olsen, 1987. "Dynamic High Stress Experiments on Soil," Geotechnical Testing Journal, Vol. 10, No. 4, December, pp. 192-202. Trade publications Felice, C. W., 2018. “Design-Submittals – An Undervalued Element of Risk Management in Design-Build Contract Delivery,” Deep Foundations, Deep Foundations Institute, Jan/Feb. Felice, C. W., 2011. "Rajiv Gandhi Sea Link, Deep Foundations, Deep Foundations Institute, Winter. Felice, C. W., 2006. “Numerical Modeling in Geotechnical Practice,” GeoStrata Magazine, Geo-Institute, American Society of Civil Engineering, Reston, VA, July/August pp 20-25. Felice, C. W., and H. Brenniman, 2005. “Power Drill,” Civil Engineering Magazine, American Society of Civil Engineering, Reston, VA, May, pp. 64-71. Felice, C. W., K. Petek, and R. D. Holtz, 2003. “What do you do with an anomaly,” Foundation Drillling, ADSC: The International Association of Foundation Drilling, August, pp. 18-22. Conference papers Felice, C.W. and G. Hocking, 1995. An In-Situ Barrier Construction Technique to Mitigate Blast Effects, in 7th International Symposium on Interactions of the Effects of Munitions with Structures, Mannheim, Germany, April, pp. 24-28. Hocking, G. and C.W. Felice, 1994. A System for Placing Bioremediation Mixtures In-Situ, in Special Symposium on Emerging Technologies in Hazardous Waste Management VI, Atlanta, Georgia, 19-21 September, pp. 700-703. Felice, C.W. and B. Ristvet, 1993. "Dynamic Response of PCGC Grout," in 7th Symposium on the Containment of Underground Nuclear Explosions, Kent, Washington, 13 September, pp.191-199. Felice, C. W., 1992. "Laboratory Testing: Recent Advances and Trends," in proceedings of the Joint U.S.-Canada Geomechanics Workshop on Recent Accomplishments and Future Trends in Geomechanics in the 21st Century, The University of Oklahoma, Norman, Oklahoma, 21-23 October, pp. 349-355. Felice, C.W., J. C. Sharer, and E. P. Springer, 1992. "Computerized Tomographic Analysis of Fluid Flow in Fractured Tuff," in 9th Engineering Mechanics Conference, ASCE, Texas A&M, College Station, Texas, 25-27 May, pp. 296-299. Felice, C. W., 1992. "The Use of Computerized Tomography for Assessing Material Damage," in Southeastern Conference on Theoretical and Applied Mechanics, Nashville, Tennessee, 12-14 April. Sharer, J., K. Seyithanoglu, and C.W. Felice, 1992. "The Use of X-ray Computer Tomography for Geoscience Applications," in 9th Petroleum Congress of Turkey, Ankara, Turkey, 17-21 February. Felice, C. W., J. W. Martin, J. T. Fredrich, 1992. "Material Properties: An Integral Component of Site Characterization," in Verification Technology: Ground Shock Measurement Technology and Yield Determination, Albuquerque, New Mexico, 4-6 February.


Publications

Conrad W. Felice

Felice, C. W., V. J. Tester, and J. Sharer, 1991. "A Nondestructive Damage Assessment of PCGC Grout," in 6th Symposium on Containment of Underground Nuclear Explosions, University of Nevada, Reno, Nevada, 23-27 September, pp. 90-103. Fredrich, J. T., C. W. Felice, R. Nielsen, and S. Green, 1991. "Material Testing at High Pressure," in 6th Symposium on Containment of Underground Nuclear Explosions, University of Nevada, Reno, Nevada, 23-27 September, pp. 71-80. Martin, J. W., C. W. Felice, R. T. Devan, S. Green, and B. Ristvet, 1991. "Grain Density Measurements on Zeolitized Tuff," in 6th Symposium on Containment of Underground Nuclear Explosions, University of Nevada, Reno, Nevada, 23-27 September, pp. 203-226. Martin, J. W., C. W. Felice, and R. T. Devan, 1991. "The Effects of Zeolitized Tuff on Grain Density Determinations," in 32nd U.S. Symposium on Rock Mechanics, Norman, Oklahoma, 10-12 July, pp. 325-334. Felice, C. W., D. Norman, and P. Senseny, 1991. "A Physical Assessment of Test Specimens in the Post-Peak Regime," in 32nd U.S. Symposium on Rock Mechanics, Norman, Oklahoma, 10-12 July, pp. 283-292. Tester, V., C. W. Felice, and R. Nielsen, 1991. "Material Testing at High Pressure," in Engineering Mechanics Specialty Conference, ASCE, Columbus, Ohio, 19-22 May, pp. 1108-1112. Felice, C. W., 1991. "The Application of Computerized Tomography for Determining Material Properties," in Engineering Mechanics Specialty Conference, ASCE, Columbus, Ohio, 19-22 May, pp. 1061-1065. Martin, J. W, C. W. Felice, and R. T. Devan, 1991. "X-Ray CT for Determining Material Properties," in Instrumentation for Nuclear Weapons Effects Testing Conference, Waterways Experiment Station, Vicksburg, Mississippi, 16-19 April. Steedman, R. S., C. W. Felice, and E. S. Gaffney, 1989. "Dynamic Response of Deep Foundations," in Fourth International Symposium On Interaction of Non-Nuclear Munitions with Structures, Panama City Beach, Florida, 17-21 April, pp. 80-84. Gaffney, E. S., C. W. Felice, and R. S. Steedman, 1989. "Cratering by Buried Charges in Wet Media: Comparison of Centrifuge and Field Events," in Fourth International Symposium on Interaction of Non-Nuclear Munitions with Structures, Vol 1, Panama City Beach, Florida, 17-21 April, pp. 402-407. Felice, C. W., R. S. Steedman, and E. S. Gaffney, 1988. "Centrifuge models of pile response in a blast and shock environment," in International Conference on Geotechnical Centrifuge Modeling, Paris, France, 25-27 April, pp. 467-472. Felice, C. W., 1988. "Centrifuge Modeling of Military Systems," in Test Technology Symposium, The Johns Hopkins University, Laurel, Maryland, 26-28 January. Anderson, C. E., Jr., P. E. O'Donoghue, J. D. Renick, D. K. Kelly, and C. W. Felice, 1987. "Flyer Plate Impact of Dry Soils: And Instrumentation Calibration Technique," in DNA Conference on Instrumentation for Nuclear Weapons Effects Testing, Arlington, Virginia, 6-8 October. Felice, C. W. and E. S. Gaffney, 1987. "Early-Time Response of Soil in a Split-Hopkinson Pressure Bar Experiment," in International Symposium on the Interaction of Conventional Weapons with Structures, Mannheim, West Germany, 9-13 March, pp. 508-524. Felice, C. W., E. S. Gaffney, and J. Brown, 1986. "Uniaxial Strain Testing of Soils in a Split-Hopkinson Pressure Bar," in Second International Conference on Numerical Models in Geomechanics, State University of Ghent, Belgium, 31 March to 4 April, pp. 213-225.


Publications

Conrad W. Felice

Felice, C. W., E. S. Gaffney, J. Brown and J. Olsen, 1985. "An Investigation into the High Strain-Rate Behavior of Compacted Sand Using the Split-Hopkinson Pressure Bar Technique," in Second Symposium on the Interaction of Non-Nuclear Munitions with Structures, Panama City Beach, Florida, 15-18 April, pp. 391-396. Gaffney, E. S., J. Brown and C. W. Felice, 1985. "Soils as Samples for the Split-Hopkinson Bar," in Second Symposium on the Interaction of Non-nuclear Munitions with Structures, Panama City Beach, Florida, 15-18 April, pp. 397-402. Presentations/Abstracts Felice, C. W., 2019. John Hart Generating Station Replacement Project, Fostering Innovation in Tunneling and Underground Construction, ASCE Geo-Congress, Philadelphia, Pennsylvania. Felice, C. W., 2018. An Owner’s Perspective in Managing Ground and Foundation Related Risks, 8th Conference on Deep Foundation Technologies for Infrastructure Development in India, Gujarat, India, Nov3mber 16. Felice, C. W., 2017. Geotechnical Baseline Reports: Risk Avoidance, Mitigation, and Management, Invited Lecture, Colorado School of Mines, Golden, Colorado, September 21. Felice, C. W., 2017. Transportation Research Board Overview, Symposium on Underground Transportation Infrastructure: Challenges and Needs, Colorado School of Mines, Golden, Colorado, September 21 – 22. Felice, C. W., 2017. SEM Design and Construction, UCA of SME Young Members, Webinar, May 31. Felice, C. W., 2016. NATM Design and Construction, 9th Annual Breakthroughs in Tunneling Short Course, Boulder Colorado, September. Felice, C.W. 2016. Load Test Program for the Rajiv Gandhi Sea Link Project. Key Note Lecture, DFI India: 6th Deep Foundation Technologies for Infrastructure Development, Kolkata, India, September 10. Felice, C. W., 2016. Tunnel-Induced Deformation of Ground, Buildings, and Utilities, Tunneling Fundamentals, Practice, and Innovations, Colorado School of Mines, Golden Colorado, June. Felice, C. W., 2015. NATM Design and Construction, 8th Annual Breakthroughs in Tunneling Course, Colorado School of Mines, Golden Colorado, September 15. Felice, C. W., 2014. Geotechnical Baseline Reports: Risk Avoidance, Mitigation, and Management, Short Course on Rock Engineering Risk, Asian Rock Mechanics Symposium 8, Sapporo, Japan, October 13. Felice, C. W., and B. Spoerr, 2014. Tunnel Scanning Technology and Applications in Soft Rock, Keynote address in 2014 ISRM Conference on Soft Rocks, Beijing, China, June. Felice, C. W., 2013. Geotechnical Baseline Reports: Underground Risk, Avoidance, Mitigation, and Management, Construction Management Association of America, Annual Seminar: Construction Management of Subsurface Risks, Bellevue, Washington, March 22. Felice, C. W., 2011. Underground Construction Claims: Avoidance, Mitigation, and Management, Hall & Company Webinar Series, August 9. Felice, C. W., 2011. Foundation Construction for the Rajiv Gandhi Sea Link, Society for Rock Mechanics and Engineering Geology, Nanyang Technical University, Singapore, June 24. Felice, C. W., 2010. Construction for the Bandra-Worli Sea Link Project, Piling and Deep Foundations, Southeast Asia, Kuala Lumpur, Malaysia, March.


Publications

Conrad W. Felice

Felice, C. W., 2009. Wenchuan earthquake, observations from the ground, University of Washington, Graduate Engineering Seminar Series, Seattle, Washington, January. Felice, C. W., 2009, UGF Construction Trends, Observations and Awareness to Avoid Being Surprised, Key note lecture at the Joint Underground Worldwide Facility Conference, Herndon, Virginia, November 4. Felice, C. W., 2009. Wenchuan earthquake, observations from the ground, Washington State University, Graduate Engineering Seminar Series, Pullman, Washington, October. Felice, C. W., 2009. Wenchuan earthquake, observations from the ground, University of Missouri, Columbia, March Felice, C. W., 2009. Penetration physics at the meso scale, Batsheva De Rothschild Seminar on: Shear Physics at the MesoScale in Earthquake and Landslide Mechanics, En Gedi, Israel, January. Felice, C. W., 2008. A Broader Role for Numerical Modeling in Project Execution, Keynote address at the 12th IACMAG Conference, Goa, India, October. Felice, C. W., 2007. Construction Failure or Flaw, the Role of Engineering Judgment in Decision Making, University of Missouri, Columbia, March. Felice, C. W., K, Faught, and T. Kovacs, 2007. “The Observational Method and Drilled Shaft Acceptance Criteria,” Western Bridge Engineers Seminar, Boise, Idaho, September. Teeter, R. D., S.K. Dwivedi, C. W. Felice, and Y. M. Gupta. 2007. “Mesoscale Simulations of Projectile Penetration into Sand,” SHOCK07 Meeting of The American Physical Society, Hawaii, July. Felice, C. W., 2007, Particulate Mechanics,” Keynote address at the Air Force Office of Scientific Research Workshop on Particulate Mechanics in Extreme Environments, University of Florida Research & Engineering Education Facility, Shalimar, Florida, January 23-25. Felice, C. W., 2006. “The As-Constructed Capacity of Drilled Shafts with Anomalies,” ACI Fall Convention, American Concrete Institute, Denver, CO, November 8. Gupta, Y., and C. W. Felice, 2006. “Optimizing Dynamic Material Response to Counter Ballistic and Impulsive Loading Threats,” Lightweight Advanced Materials for Defense Conference, Alexandria, Virginia, June 27. Felice, C. W., 2006. “Anomalies Detected by CSL and Shaft Capacity,” Seminar, Drilled Shafts: Constructability and Its Effect on Capacity, Deep Foundations Institute, Bellevue, WA, June 16. Felice, C. W., 2006. “Practical Application of Numerical Analysis for Soft Ground,” ASCE Seattle Geotechnical Group, Spring Seminar Series, University of Washington, May 12. Felice, C. W., 2006. Drilled Shaft Construction for the Bandra-Worli Sea Link Project. University of Colorado, Boulder, Dept. of Civil and Environmental Engineering Seminar Series, Boulder, CO, April 7. Felice, C. W., 2006. “Construction Failure or Flaw, the Role of Engineering Judgment in Decision Making,” Purdue University, Purdue Geotechnical Society, Workshop and 4th Leonards Lecture, West Lafayette, Indiana, March 31. Felice, C. W., 2005. “State of Numerical Modeling in Practice: One Practitioners View.” Johns Hopkins University, Workshop on Nonlinear Modeling of Geotechnical Problems: From Theory to Practice, Baltimore, MD, November 4-5. Felice, C. W., 2005, Numerical Analysis for Underground Engineering, Defense Threat Reduction Agency, Advanced program for underground facilities, Springfield, VA, March 14


Publications

Conrad W. Felice

Felice, C. W., 2004. Drilled Shaft Construction for the Bandra-Worli Sea Link Project. Georgia Institute of Technology, Dept of Civil and Environmental EngineeringSeminar Series, Atlanta, GA, September 3. Felice, C. W., 2003. Managing Construction Claims, Lorman Seminar Series, Seattle, Washington, December. Felice, C. W., 2003. Foundation Construction for the Bandra Worli Sea Link Project, to the Seattle ASCE Geotechnical Group, January. Felice, C. W., 1994. Hydrofracturing in Near Surface Soils, to the Seattle ASCE Geotechnical Group, 27 October. Martin, J. W., and C. W. Felice, 1992. "Grain Density of Zeolitized Tuff," to the Containment Evaluation Panel, Department of Energy, Nevada Operations Office, Las Vegas, Nevada, May 20. Felice, C. W., 1989. "High Strain Rate Tests on Soils," in Symposium on Wave Propagation in Granular Media, ASME, San Francisco, California, 10-15 December. Gaffney, E. S., C. W. Felice, and R. S. Steedman, 1988. "Cratering by Buried Charges in Wet Media: Comparison of Centrifuge and Field Events," American Geophysical Union, 1988 Fall Annual Meeting, San Francisco, California, 5-9 December. Reinke, R. E., B. W. Stump, and C. W. Felice, 1988. "An Experimental Evaluation of Stochastic Geologic Effects on Near Field Ground Motion (Abstract)," Seismological Society of America, Eighty-Third Annual Meeting, Honolulu, Hawaii, 24-27 May, pp. 39. Anderson, C. E., Jr., P. E. O'Donoghue, and C. W. Felice, 1988. "Constitutive Modeling of Soil for Uniaxial Strain Experiments (Abstract)," in Specialty Conference, Engineering Science and Mechanics, ASCE, Blacksburg, Virginia, 22-25 May, pp. 158. Felice, C. W., 1987. "Geomaterials," Material Selection Seminar Series, Air Force Institute of Technology, Wright-Patterson AFB, Ohio, 3 December. Felice, C. W. and E. S. Gaffney, 1987. "Soil Fabric Response During Deformation (Abstract)," in Soil Mechanics Seminar, Massachusetts Institute of Technology, Cambridge, Massachusetts, 14-15 September, pp. 13-14. Felice, C. W., 1987. "Strain Rate Sensitivity of Compacted Soil (Abstract)," in Specialty Conference on High Strain Rate Effects in Engineering Materials, ASCE, Buffalo, New York, 20-22 May, p. 71. Felice, C. W., 1987. "Civil Engineering and the Air Force Weapons Laboratory," Executive Engineering Management Symposia, Air Force Institute of Technology, Wright-Patterson AFB, Ohio, 12 February. Felice, C. W., 1986. "Lagrangian Analysis of Split-Hopkinson Pressure Bar Data," Air Force Weapons Laboratory Independent Research Symposium, Kirtland AFB, New Mexico, 28 August. Felice, C. W., 1986. "Split-Hopkinson Pressure Bar Experiments On Soils," Civil Engineering Seminar Series, University of New Mexico, Albuquerque, New Mexico, 14 March. Felice, C. W., 1985. "SHPB Experiments on Soil," Earth and Space Sciences Seminar Series, Los Alamos National Laboratory, Los Alamos, New Mexico, March.


Publications

Conrad W. Felice

Dissertation/Thesis Felice, C. W., 1985. "The Response of Soil to Impulse Loads Using the Split-Hopkinson Pressure Bar Technique," Dissertation presented to the University of Utah, in partial fulfillment of the requirements for the degree of Doctor of Philosophy. Felice, C. W. and V. S. Frantz, 1980. "An Analysis into the Prioritization of Maintenance Actions in the Air Force Civil Engineering Recurring Maintenance Program," Thesis, presented to the Air Force Institute of Technology, School of Systems and Logistics, Wright-Patterson AFB, Ohio, in partial fulfillment of the requirements for the degree of Masters of Science, LSSR 28-80, June.


DAVID K. ROGERS, P.E., C.E.G. 3105 DEEP HAVEN ROAD

POLLOCK PINES, CA 95726

925 348-2766 CELL [email protected]

GEOLOGICAL ENGINEERING SERVICES FOR DAMS, SPILLWAYS AND TUNNELS

KEY QUALIFICATIONS:

Mr. Rogers has over 50 years of broad professional experience as a senior project manager and geological engineer for planning and design and rehabilitation of a variety of dams including earth fill, roller compacted concrete (RCC), concrete gravity and arch, and rock fill, as well as rehabilitation of powerhouses and penstocks, tunnels, hydroelectric power plants, penstocks, large diameter pipelines, pumping stations, flood control levees, and other water resource projects with constructed values up to the billion dollar range. This senior project experience includes the management of multidisciplinary teams for the planning, design and construction of spillway rehabilitation. His technical and project management experience includes foundation engineering, design of grout programs, design and implementation of dewatering systems, base line geotechnical reports, groundwater control, soil and rock mechanics, earthquake fault evaluation, seismicity and response spectra, and slope stability analyses.

Mr. Rogers, as a consultant to the U.S. Bureau of Reclamation, served as Deputy Program Manager for the safety evaluation of 20 dams under their jurisdiction. As expert witness and technical advisor to various legal counsels, Mr. Rogers has participated in a wide spectrum of litigation and potential litigation representing the owner against contractor claims. He is skilled in consensus building and negotiations for dam safety and environmental requirements by many years of interface with several governmental agencies including the California Division of Safety of Dams (DSOD), U.S. Bureau of Reclamation (USBR), Federal Energy Regulatory Commission (FERC), U.S. Corps of Engineers (USCOE), State Water Resources Control Board (SWRCB), Regional Water Quality Control Boards (RWQCB), California Department of Fish & Game (DFG), California State Historic Preservation Office (SHPO), U.S. Forest Service (USFS), U.S. Fish and Wildlife Service (USFLS), U.S. Environmental Protection Agency (EPA), Environment Canada and several State level fish and wildlife agencies.

EDUCATION AND PROFESSIONAL REGISTRATION:

Master of Science, Geological Engineering, Mackay School of Mines, University of Nevada, Reno; 1975 Bachelor of Science, Geological Engineering, Mackay School of Mines, University of Nevada, Reno; 1967

Continuing Education: NEPA/CEQA (EIR/EIS) Process, U.C. Davis Extension, 1974; California Construction Law: Federal Publication, Inc., November, 1993; Contractor Claim Resolution, National Law Institute, 1993; Civil Penalties and Criminal Enforcement of Environmental Violations, CLE International, 1993; General Engineering Contracting: Contractor's License Center, Nevada, August, 1994; A-E Contracting: U.S. Army Corp of Engineers, Directorate of CE Training Management, Huntsville, Alabama, December, 1994; DPIC Continuing Education Program: Contract Review and Negotiations, October, 1997, Mechanical Tunneling in Soft Ground/Hard Rock, Society of Mining Engineers, 2003, Pricing and Negotiation, May 2004.

Professional Societies: American Society of Civil Engineers; Society of Military Engineers.

Professional Registrations: Professional Engineer, California, C37113 (1983); Geologist, California 3369; Engineering Geologist, California EG967; California Contractor-A Hazardous (inactive) 790325


David K. Rogers, P.E., C.E.G. Geological Engineer for Dams, Spillways and Tunnels

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DKR Oroville Dam 11Mar 2017 Page 2

SENIOR TECHNICAL ADVISOR/ADVISORY BOARD MEMBER

SACRAMENTO MUNICIPAL UTILITY DISTRICT

Advisory Board Member for the Iowa Hill Pumped Storage Project, a new 400 MW hydroelectric facility planned in the Central California foothills. Provided guidance on geotechnical design criteria and exploratory programs including horizontal/directional borings, baseline groundwater monitoring and a test adit for the underground powerhouse cavern, access and utility tunnels, evaluated slope stability and foundation conditions for a new upper reservoir servicing the existing lower Slab Creek Reservoir. Was instrumental in the re-design of access and service tunnels to minimize construction impacts and cost. Developed new project construction access roads to minimize environmental and community impacts during construction. Assisted the client with public relations and environmental impacts. Performed detailed technical interpretation of LIDAR imagery and identified potential landslide hazards and bedrock structure for detailed analysis of regional stress conditions. Total Construction cost of $800 million. (2008-2016) Technical review of geotechnical conditions for construction of a combined hydroelectric power plant/fish release structure for the Lower Slab Creek Structure to meet the re-licensing requirements with the U.S. Forest Service. Total Construction costs of $40 million. (2014) CALIFORNIA DEPARTMENT OF WATER RESOURCES Twin Tunnel Alternative, Bay Delta Conservation Plan California Department of Water Resources/URS Senior Advisory Technical Review of conceptual design 40 miles of twin, 40-foot diameter tunnels, two new forebays, three new river intakes, and 14 vertical shafts for construction. Total Estimated Construction costs of $4 billion. (2009) SAN FRANCISCO PUBLIC UTILITIES COMMISSION EXPERIENCE

Sunol Regional Manager, Project Management Bureau

Senior Project Manager for the Calaveras Dam Replacement and New Irvington Tunnel Projects, and Senior Project Manager supervising several Project Managers within the Sunol Region including the Alameda Creek Fisheries Enhancement Project, Removal of Unsafe Structures, Calaveras Reservoir Upgrades, San Antonio Backup Pipeline, Alameda Creek Release Valve Upgrades, Alameda Siphon No.4, SVWTP Expansion & New Treated Water Reservoir,, Standby Power, and Pipeline Repair Readiness Improvements. Assisted on technical review and oversight on the Lower Crystal Springs Dam Probable Maximum Flood (PMF) and spillway upgrades. Prepared monthly accrual reports, Sunol Valley Cost Loading Report, Supplemental Budget Requests, Budget Reallocation Requests, Prop. A Level 13 Reports, and Interim Project Status Reports. Prepared and reviewed staffing plans for Calaveras Dam Replacement, New Irvington Tunnel, and Calaveras Reservoir Upgrades and negotiated staffing levels with other SFPUC Bureaus providing support services including Engineering Management Bureau, Water Quality Bureau, Bureau of Environment, and Construction Management Bureau. Responsible for review and approval of consultant invoicing and HRC compliance reports. Responsible for review and approval of internal staff charges to projects and monitoring FAMIS reports and P3e through P6 reporting. Presented project overviews to Multi-Agency environmental/permitting representatives. Led and participated in Calaveras and Alameda Creek watershed tours with representatives from DF&G, RWQCB, USCOE, and NOAA/NMFS. Participated in management level discussions related to fisheries and “fish policy” issues of the Calaveras and Alameda Creek. Conducted public presentations to stakeholders, property owners, project opponents, resource agencies, for two controversial project, Calaveras Dam Replacement and New Irvington Tunnel. Mentored and trained younger/less experienced staff on public relations, presentations, tunnel and dam design criteria, and geotechnical issues affecting design. Was responsible for coordinating resources, maintaining budgets and schedules, and public outreach for $856 million of total project costs of the Sunol Region. Estimated construction cost of the Calaveras Dam Replacement was $257 million and the New Irvington Tunnel was $290 million.



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DAM AND TUNNEL INVESTIGATION, DESIGN, AND REHABILITATION EXPERIENCE

Calaveras Dam Replacement Project, California, U.S.A. San Francisco Public Utility Commission Senior Project Manager for the conceptual and final design of the Calaveras Dam Replacement Project. Provided oversight and overall project guidance to the consultant design team of URS Corporation and SFPUC civil, electrical and mechanical designers. Inter-faced with the Calaveras Technical Advisory Panel, consisting of Dr. Clarence Allen, Dr. John (Jack) Cassidy, Dr. Ed Idriss, Alan O’Neill, and Eric Kollgaard. Conducted public presentations to land owners, stakeholders, and resource/regulatory agencies including RWQCB, Dept. of Fish & Game, U.S COE, USF&WLS, NOAA/NMFS. Provided guidance to the environmental consultant, EDAW-Turnstone Joint Venture on dam construction technical issues. Responsible for maintaining compliance with approved budgets and schedules. Total project value was $308 million with total construction cost of $257 million. (2005-2007) Upper San Joaquin River Storage Investigation Study, California, U.S.A Client: U.S. Bureau of Reclamation Task Manager for Engineering Services including evaluation of 18 dams of various construction (rock fill, earth fill, concrete arch, concrete gravity, and RCC), alternative designs, conceptual design and cost estimating for selected alternatives to raising Friant Dam to increase storage up to 700,000 AF. Managed a multi-disciplinary team of civil/mechanical/electrical/ hydraulic/geotechnical engineers, cost estimators, and engineering geologists. Engineering tasks are part of a 3-year EIR/EIS program involving stakeholder meetings and issuance of technical memorandum documents. Cooperative coordination with the Department of Water Resources and the U.S. Corps of Engineers is involved. Consensus building and negotiations with regulatory agencies include the California Division of Safety of Dam (DSOD), Federal Energy Regulatory Commission (FERC), U.S. Fish & Wildlife Service, U.S. Forest Service. Estimated constructed project value $1.5 billion. (2001-2004) Animas LaPlata Water Supply Project, Colorado Client: U.S. Bureau of Reclamation/Ute Mountain Indian Tribe Senior Project Manager and Lead Geological Engineer for a planning appraisal level engineering, design, and cost estimation of a water supply project providing 112,000 acre feet (AF) per year to implement the Colorado Ute Water Rights Settlement Act and serve additional municipal and industrial water needs. Design and cost estimates included the evaluation of six alternative schemes with storage capacities from 90,000 to 135,000 AF earth fill dam at the Ridges Basin Site, enlargement of the existing Lemon Rock Fill Dam, and two other off stream, earth fill dam and storage reservoirs. The selected alternative for feasibility level design and cost estimate is a 120,000 AF reservoir with a 217-foot high, 1,670 long, zoned earth fill dam, a pumping plant building housing five 56 cubic feet per second (cfs) horizontal pumps, and 2-miles of 66-inch diameter pipeline. Estimated constructed project value $526 million. (1999-2003)

L.L. Anderson Rock Fill Dam Spillway Design Modifications, California, U.S.A. Client: Placer County Water Agency Program Manager, Technical Reviewer, and Construction Manager for the preliminary design, final design and quality assurance for construction of a new spillway/escape channel after record rainfall in 1996 caused reservoir overflow to leave the old spillway channel. The design consisted of creating a series of hydraulic jumps to dissipate flow energy, constructing an armored plunge pool with concrete training walls to direct excessive flows to an energy dissipating structure, and other soil bank and erosion control structures. Because of environmental concerns, the construction season was spread over two years. These spillway modifications were negotiated and performed under the jurisdiction of FERC, DSOD, California Department of Fish & Game, U.S. Forest Service, and the U.S. Fish and Wildlife. Constructed project value $20 million. (1997-2000)

Sea Ranch Earth Fill Dam Rehabilitation Design, California, U.S.A. Client: Sea Ranch Water Company Senior Project Manager responsible for the investigation and safety evaluation of 2,400 foot long, 70-foot high earth fill dam containing a 300 acre foot water supply reservoir less than a mile from the San Andreas Fault. Drilling, sampling, laboratory testing and installation of piezometers and settlement monuments were completed to evaluate zonation, drainage, seepage and seismic stability of the earthfill dam located less than a mile from the San Andreas



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Fault. Pseudo-static and 2-D dynamic finite element analysis to evaluate dam embankment deformation during an earthquake. Developed design alternatives, final design plans, cost estimates, and specifications for strengthening of the dam embankment. California Division of Safety of Dams (DSOD) is lead agency. Constructed value of repairs $2 million. (1999-2000)

New Los Padres RCC Dam Design, California, U.S.A. Client: Monterey Peninsula Water Management District Program Manager coordinating the activities of a multidisciplinary team of civil, structural, electrical, mechanical, geotechnical engineers, and environmental scientists of the prime consultant, two subconsultants and five subcontractors for the planning and conceptual design and cost estimate for a proposed 282-foot high RCC dam on the Carmel River. Directed the field investigations for potential borrow areas, water pressure testing and grouting, geophysical surveys, and engineering geologic mapping. Primary subconsultants under his direction were responsible for RCC mix design, stability analysis of the RCC fill, constructability and construction cost estimates, and fault activity studies. Subcontractors included core and rotary drilling, trenching, geophysical surveys, geotechnical laboratory tests, and RCC mix design tests. Provided Total Quality Management (TQM) as principal reviewer of other's technical work and melding the writing style of several authors into a complete yet concise report. The project was completed within budget and on schedule with significant beneficial results for the client. Estimated constructed project value $280 million. (1994-1998)

Finnon Hydraulic Fill Dam Safety Evaluation, California, U.S.A. Client: El Dorado County Water Agency Project Manager and lead geological engineer for safety evaluations during a due diligence assessment for the 50-foot high, 830-foot long, hydraulic fill dam. Conducted site reconnaissance, reviewed existing construction and exploratory data, and prepared a work plan to be submitted to the DSOD to evaluate the seismic stability and develop remedial measures to strengthen the liquefiable embankment. (1997)

Weber Dam PMF Design Modifications, California, U.S.A. Client: El Dorado Irrigation District Construction Manager for implementing plans, specifications, and other bid documents for flood improvements to Weber Dam. Responsible for Quality Assurance/Quality Control (QA/QC) review and construction implementation and schedule. This work enabled the dam to withstand the Probable Maximum Flood (PMF) and to minimize undermining of the dam foundation during the PMF. The safety modifications as directed and approved by FERC and DSOD consisted of lowering the main arch crest by 1.6 feet and raising the side arches by 2.5 feet. A reinforced concrete erosion control slab was constructed to protect the main arch foundations. Safe access to the dam arches was created by installing a new spillway bridge crossing and handrails on the arches. Constructed project value $5 million. DSOD lead agency. (1996)

Weber Concrete Arch Dam Stability Analysis and Conceptual Design, California, U.S.A. Client: El Dorado Irrigation District Program Manager and technical oversight for a program focused on stabilizing the dam's buttresses by improving the foundations and anchoring them into the hill slope. A preliminary cost comparison with other dam stabilization alternatives (RCC infill, rock fill, concrete gravity, existing dam removal) demonstrated the buttress anchoring program would be significantly less costly than other alternatives. Seismicity studies by others for two nearby dams operated by SMUD (Slab Creek and Brush Creek) showed the peak ground acceleration at Weber Dam could be reduced; thus, significantly reducing stresses in the arch due to seismic loading, and making the buttress anchoring feasible but not without risk. DSOD lead agency. (1990)

Los Verjeles Concrete Arch Dam Safety Evaluations, California, U.S.A. Client: Thousand Trails Corp. Project Geological Engineer for a DSOD required safety analyses of the 56-ft high multiple arch dam. Built in 1915, the dam consisted of 12 cylindrical reinforced concrete arches set at 45 degrees to horizontal and supported by buttress walls. The arches had a radius of 10 feet and were 9-inches thick at top and 18 inches thick at the bottom. Responsible for evaluations of faulting and seismicity and assistance in development of ground motion time-histories, performance of static and dynamic 3-D finite-element analyses, and stability evaluations under seismic loads, and spillway design flood (SDF) and over pore loads. DSOD was lead agency. (1987)



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Safety Evaluation and Expansion, Sawmill Hill Earth Fill Dam, California, U.S.A. Client: Pebble Beach Public Utilities Department Project Geological Engineer conducting field investigations (geologic mapping, borings and slug tests) for earth fill embankment stability analysis and routing studies for 5 miles of 30-inch sewer main. Also evaluated the feasibility of raising the existing earth fill embankment another 10 feet. (1984)

Milliken Concrete Arch Dam Safety Evaluation, California, U.S.A. Client: City of Napa - Department of Public Works Project Geological Engineer for DSOD required safety analyses of the 110-ft high single radius concrete arch dam, including tectonics/faulting and seismicity studies and assistance in development of ground motion time-histories, performance of static and dynamic 3-D finite-element analyses, and stability evaluations under seismic (0.6g due to close proximity of active Greensville Fault) loads, and spillway design flood and over pore loads. The studies showed the 1924 built structure meets the present day seismic and flood requirements. DSOD was lead agency. (1983)

Folsom Rock Fill Dam Seismic Safety Analysis, California, U.S.A. Client: U.S. Bureau of Reclamation Lead Geological Engineer responsible for the detailed faulting/seismotectonic investigations as part of safety review of the 275-ft high rockfill dam built in 1956. Investigations included air-photo lineament analysis, color IR and LANDSAT imageries, trenching, mapping, and age dating of the Quaternary deposits overlying the Bear Mountains Fault Zone. U.S. Corp of Engineers was lead agency. (1983)

Combie Dam Stabilization Design and Construction Management, California, U.S.A. Client: Nevada Irrigation District Senior Project Manager of the five-year periodic post-construction testing and safety evaluation of post-tensioning tie-down system for the 85-ft high concrete arch dam. The 1928 built structure had come under FERC jurisdiction by installation of a small hydroelectric power plant. A prior safety inspection had indicated seismically unsafe condition due to excessive uplift seepage forces. A tie-down system was designed and constructed which consisted of 15 sets of low relaxation steel strand tendons post-tensioned to 270 kip each (350 kip capacity). FERC is lead agency. (1980-1982)

Summit Earth Fill Dam Safety Evaluation, California, U.S.A. Client: East Bay Municipal Utility District Project Geological Engineer for the DSOD required safety investigations and analyses of the 61-ft high earth fill dam and 117-af covered reservoir built in 1881. Assisted in geotechnical and earthquake engineering investigations including drilling, sampling, and laboratory testing, faulting and seismicity studies, and development of ground motion time-histories, and 3D finite element dynamic stability analysis of the earth dam and its intake and outlet structures, which are only a few hundred feet from the Hayward fault. The results indicated that the dam and its appurtenant structures meet the safety criteria of DSOD. (1982)

Seismic Safety Evaluation of Existing Dams (SEED) Program, California, Colorado, Arizona, Utah, U.S.A. Client: U.S. Bureau of Reclamation As Deputy Program Manager, Mr. Rogers coordinated the research, field and reporting activities of several three-person teams (civil/geotechnical, mechanical, engineering geology) evaluating the seismic safety of 20 dams owned and operated by the U.S. Bureau of Reclamation. Mr. Rogers provided technical oversight and report QA/QC for the various teams. He also participated as a geological engineer for the safety evaluation of the Stampede Rock Fill Dam and Reservoir and Prosser Creek Rock Fill Dam and Reservoir located in Placer County, California. (1981)

Hume Lake Concrete Arch Dam Safety Evaluation, California, U.S.A. Client: U.S. Forest Service Project Geological Engineer for the safety review and analyses of 51-ft high multiple-variable arch dam built in 1908. Responsible for evaluation of the foundation bedrock and concrete properties, faulting and seismicity studies, and assistance in the development of ground motion time-histories, performance of static and dynamic 3-D finite-element analyses, and stability evaluations under seismic loads, and probable maximum flood (PMF) and overpore loads. The dam was found meeting all present day safety criteria. DSOD was lead agency. (1979)



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Elgo Earth Fill Dam Design, PS&E, and CQA, Arizona, U.S.A. Client: San Carlos Indian Tribe Resident Geological Engineer that oversaw the field investigations and construction quality assurance (CQA) management activities of civil / geotechnical engineers and geologists for design, plans, specifications, and engineering (PS&E). This 180 foot, zoned earth fill dam with a side channel spillway was designed and built for the San Carlos Indian Tribe to provide flood control and recreational revenue to the tribe. The design which incorporated an 80-foot deep, bentonite slurry cutoff wall beneath the clay core with a side channel spillway to pass the PMF received an award for engineering excellence by the American Society of Civil Engineers. (1979)

Soulajule Earthfill Dam Design, PS&E and CQA, California, U.S.A. Client: Marin Municipal Water District As Resident Geological Engineer, Mr. Rogers developed and supervised a dam foundation exploration and testing program (core drilling, water pressure tests, test grouting) in Franciscan melange for a 122-foot high, zoned earth fill dam and 100,700 AF reservoir. He conducted fault activity and seismicity studies, regional and local geologic/geomorphic mapping and designed and oversaw the foundation grouting. During construction, Mr. Rogers was the Lead Geological Engineer of record who interfaced with DSOD on design modifications due to field conditions exposed during construction. (1978)

Central Pool Augmentation Project, California, U.S.A. Client: Metropolitan Water District of Southern California Facilitator for a 3-day consensus building tunnel workshop to determine the feasibility of 12 mile long tunnel from Lake Matthews to the El Toro Marine Air Station. Tunnel construction would be within the Cleveland National Forest of the Santa Ana Mountains, with up to 1,200 feet of hydraulic head from groundwater. Tunnel design considerations included number of headings, portal locations and layout, spoils disposal, tunnel and groundwater treatment and disposal, selection of tunnel boring machine (TBM) design parameters, primary and secondary tunnel lining requirements, schedule and conceptual cost estimates, alternative contracting methods to share risks, environmental and biological monitoring for baseline studies, and scope development for preliminary geotechnical investigations. Workshop attendance include consultants currently working on the Arrowhead and Inland Feeder tunnels, as well as other major tunneling project within the U.S. and representatives from MWD engineering, design, and environmental/permitting staff. Prepared a comprehensive report on the Workshop proceedings. Estimated project constructed value $450 million. (2004) Condition Assessment, Mill to Bull Tunnel and El Dorado Canal/Siphons, California, U.S.A. Client: El Dorado Irrigation District Developed and conducted a dynamic testing program for full water up and dewatering of the El Dorado Canal/Flume/Siphon system and the Mill to Bull Tunnel after construction of the tunnel. Supervised and documented hydraulic testing and measurement of staged flows at 40, 80, 120, and 160 cubic feet per second (cfs). Conducted a 7-day tunnel dewatering and condition assessment of the 2-mile long Mill to Bull Tunnel to evaluate the performance of the dewatering system, assess the presence of sedimentation and groundwater infiltration and overall structural integrity of the tunnel support system and unlined sections of the tunnel. During the tunnel observation and documentation, 1,000 feet of frazil ice was encountered within the tunnel. This ice had accumulated on the roof of the mis-aligned, out of grade tunnel during freezing conditions prior to and during the dewatering period. Prepared a comprehensive report documenting the findings and observations. Supported the client during their litigation against the tunnel contractor for the mis-aligned tunnel. Project constructed value $20 million. (2003-2004) Iowa Hill Pumped Storage Development, California, U.S.A. Client: Sacramento Municipal Utility District Conceptual design and cost estimate for a 400 MW pumped storage project consisting of a 1,500 foot long, 12 foot diameter intake/outlet tunnel and intake structure from the existing Slab Creek Reservoir, a 1,500 foot long, 20 foot diameter access tunnel, a duel chamber underground powerhouse with three 133 MW variable speed generators/pumps and transformer room, a 1,000 foot long, 12 foot diameter steel lined high pressure tunnel, a 900 foot high, double chamber ventilation/cable shaft over the underground powerhouse, and a 1,200 high, 12 foot diameter shaft leading to a new 6,400 AF earthen embankment upper reservoir. Underground mining would be through the double chamber shaft over the underground powerhouse and underground spoils would be used in the



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upper reservoir embankment. Conducted preliminary geotechnical investigations, provided detailed project topography, FERC boundary surveys of the project facilities and transmission line tie in, conceptual design of access roads, assistance with project description for inclusion into the FERC license, and assistance in addressing technical design questions from the resource agencies. Consensus building and negotiations with resource agencies include FERC, USFS, RWQCB, SWRCB, DFG, USFWS, and SHPO. Estimated project constructed value $450 million. (2002-2004)

American River Pump Station Tunnel and Wet Well, California, U.S.A. Client: Placer County Water Agency/U.S. Bureau of Reclamation Technical Reviewer and Quality Control/Assurance for the design of a 135-foot long, 11-foot diameter tunnel and 16-foot by 18-foot and 107-foot deep wet well. Provided assistance to USBR on construction management. Tunnel and wet well-constructed in amphibolite and chlorite schist by drill and blast/road header. All underground excavations shotcrete lined. Provided draft geotechnical investigation, preliminary design, design engineering review, and engineering modifications during construction. Consensus building and negotiations with resource agencies include USBR, USCOE, SWRCB, RWQCB, and DFG. Constructed project value $200 million. (2004)

Condition Assessment, Tunnel No. 1, California, U.S.A. Client: Contra Costa Water District/U.S. Bureau of Reclamation Conducted and documented a condition assessment of Tunnel No. 1, a 1,360 foot long, 9.5-foot high, 9.0-foot wide, horseshoe shaped, concrete lined tunnel constructed in 1939. The purpose of the condition assessment was to evaluate the condition of the concrete lining, weep holes, portals, and groundwater infiltration/ex-filtration. Observation team included representatives from the client as well as the USBR, the original designer. Field observations were documented electronically and conclusions/recommendations were provided in a summary report. One of the considerations assessed was the potential to change the flow regime from an open channel gravity system to a pressurized, submerged tunnel. Constructed project value $5 million. (2003)

Almaden Expressway Pedestrian Tunnel Undercrossing, California, U.S.A. Client: City of Mountain View Provided design criteria and cost estimates for pipe jacking a 12-foot diameter tunnel beneath a main, 4-lane highway. The tunnel would provide pedestrian access to hiking trails and recreational areas. (2002)

Tunnel Design Alternatives and Cost Estimates, California, U.S.A. Client: American River Pumping Plant, Placer County Water Agency/U.S. Bureau of Reclamation Considered differing approaches for the intake structure of a 125 cfs pumping plant planned for the American River near the abandoned Auburn Dam site. Evaluated geologic/geotechnical conditions, evaluated core drilling and water pressure tests, designed lining and support systems, and provided cost estimates for various (5) tunneling and raise bore alternatives. (1999)

Condition Assessment, Camino Hydroelectric Power Tunnel, California, U.S.A. Client: Sacramento Municipal Utility District Conducted reconnaissance condition assessment of the 5-mile long, 14-16-foot wide, horseshoe shaped tunnel connecting the Camino Dam with the Camino Hydroelectric Penstock/Powerhouse. When a powerhouse runner unit was inspected, sand and rock damage was observed on the runner vanes and wicket gate. Less than 500 lineal feet of the tunnel is lined with steel sets and concrete. Erosion of the rock rebound area has occurred of the tunnel floor and after 30 years of operation, about two-thirds of the rock traps had been filled. Recommendations were made to clean out the traps and provided design criteria for shotcrete support the areas where the steel set foundations had been undermined. Constructed project value $50 million. (1998)

TBM Design Criteria Sand Bar Hydroelectric Power Project, California, U.S.A. Client: Tri-Dam Water Project Developed and supervised an exploratory plan consisting of core drilling, geologic mapping, aerial photographic interpretation or rock defects (fault, joints, shear zones), and geophysical surveys to evaluate the feasibility of using Robbins Tunnel Boring Machine (TBM) equipment to construct an 18,000-foot long hydroelectric tunnel. Recommendations were provided for tunnel lining at the portals and at several weak zones encountering heavy groundwater. Provided geotechnical design parameters for rock support and groundwater control. Consensus building and negations with resource agencies included FERC, USFS, and DFG. (1984)



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Condition Assessment, Railroad Tunnel/Water Conveyance Tunnel California, U.S.A. Client: Marin Municipal Water District Conducted tunnel mapping and stability analysis of a 100-year old, abandoned railroad tunnel used for a 20-foot diameter raw water pipeline route for municipal water use. Rock fall damage, tunnel collapse under static and earthquake loads were evaluated. Lining alternative recommendations and cost estimates were provided. (1982)

Exploratory Shaft Design, California, U.S.A. Client: Macondary Terrace Estates Provided design of two 150 deep, 8x8 foot exploratory shafts in Franciscan mélange to evaluate rock slope stability of a steep hillside development in San Francisco. Conducted field mapping and design analysis of rock tie-back system to stabilized rock slopes. (1980)

Sand Dune Tunnel Pipe Jacking, California, U.S.A. Client: Monterey Peninsula Wastewater Management Authority Developed design criteria for an 18-foot diameter, 2,000-foot long pipe jacking tunnel through an environmentally sensitive sand dune near the Pajaro River. An endangered butterfly prevented conventional cut/cover construction. (1978-1980)

Tunnel Feasibility Design Study, California, U.S.A. Client: Marin Municipal Water District Conducted aerial photographic interpretation and reconnaissance geologic mapping along a proposed 12-foot diameter, 7-mile long tunnel connecting the newly constructed Soulajule Earth Fill Dam and Reservoir with the existing Nacasio Earth Fill Dam and Reservoir. Bedrock terrain consisted of Franciscan melange (meta-shale, chert, meta-greywacke, and meta-volcanics) with 100-150-foot deep weathering profiles. Estimated constructed project value $40 million. (1979)

Condition Assessments, Various Underground Opening and Tunnel Appraisals, Western U.S.A. Client: Utah Mining & Construction Company Lead geological engineer providing evaluation and design of support systems, existing conditions, requirements for additional support, dewatering and water treatment, and economic cost/benefit analysis of more than two hundred adits, stopes, raises, shafts, inclines, tunnels and other underground openings within inactive mining districts in Colorado, Utah, Nevada, Arizona, and California. Provided geologic mapping, analysis of rock mechanics, preliminary design and cost estimates of support systems and dewatering methods. (1973-1975)

Aspen Mining District Tunnel Rehabilitation Evaluation, Colorado, U.S.A. Client: Utah Mining & Construction Company Reviewed historic mine maps, reports and other data to develop preliminary design and cost estimates for re-opening closed/caved adits and tunnels to dewater several mines within the Aspen Mining District. Considered spilling, pipe jacking, and cut/cover option to tunnel portal areas. Assessed environmental impacts of mine dewatering. (1972)

SENIOR PROJECT MANAGEMENT OF MULTI-DISCIPLINARY TEAMS EXPERIENCE

Specialized Engineering Services, Hydroelectric Power, California, U.S.A. Client: San Francisco Public Utility Commission, Utility Engineering Bureau Senior Project Manager for providing Indefinite Delivery/Quantity engineering services for design and rehabilitation of various water delivery and hydroelectric power facilities within the jurisdiction of the Hetch Hetchy Water and Power Department. Execution of work was through tasks orders under two consecutive 3-year contracts with maximum funding of $400,000 per period. Managed a multi-disciplinary team of W/MBE subconsultants and in-house staff of civil/structural/electrical/mechanical/geotechnical engineers, architects, environmental scientists, and surveyors. Services included electrical controls, power design, plant capacity studies, life extension and performance testing, electrical-mechanical plans/specifications, cost-benefit analysis, scheduling, environmental permitting, process control monitoring, geotechnical/seismic studies and retrofit, and civil/structural engineering and design for new structures including a third penstock at the Moccasin hydroelectric power plant. Task orders during 1996-2002 included: Task 1-As Needed Administration and MIS support, Task 2-Master Schedule Update, Task 3-Moccasin Penstock Conceptual Design, Task 4-Construction Schedule Review, Task 5-Baden Pump Station



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Upgrades, Task 6-Generator Inspection, Task 7-Cost Benefit Analysis for Port of San Francisco, Task 8-San Francisco Airport Substation Expansion. Under the second consecutive contract, Mr. Rogers managed: Task 1-Peer Design Review for seismic upgrade of Bay Delta Pipeline No.1 and No. 2 crossing of Hayward Fault, Task 2-Final Design of Moccasin Penstock, Task 3-Survey of Moccasin Penstock, Task 4-Torque calculations for Calaveras Cone valve, Task 5-Underground duct design and HHWP Substation Design, Task 6-Grout observation and control of underwater duct crossing. (1996-2002)

On-Call Engineering Services, Dams and Hydroelectric Power, California, U.S.A. Client: Sacramento Municipal Utility District Senior Project Manager for providing Indefinite Delivery/Quantity engineering services for design and rehabilitation of the dams and hydroelectric facilities within the Upper American River Project. Services were provided through three consecutive 3-year contracts with maximum funding of $1,000,000 per period. Managed a multi-disciplinary team of W/MBE subconsultants and in-house staff of civil/structural/electrical/mechanical/geotechnical engineers, environmental scientists, and engineering geologists. A hallmark project was the conceptual design and cost estimate for the $450 million dollar Iowa Hill Pumped Storage Hydroelectric Power Project. An upper reservoir would be built by constructing a ring dike embankment and two power alternatives (750 and 1500 MW) were assessed. Other services included electrical controls, power design, plant capacity studies, electrical-mechanical design and construction supervision, CPM studies, geotechnical/seismic studies and retrofits, civil/structural engineering for new construction. Task orders during the first contract award included: Task 1-Jaybird Generator Rewind, Task 2-Update and provide training on Emergency Preparedness Plan for gas pipelines, Task 3-SCA Gas Turbine Peaker Geotechnical Investigation, Task 4-Engineering Review of Construction Specifications for one mile of natural gas pipeline, Task 5-SCA Peaker Construction Management, Task 6-Camino Tunnel Condition Assessment, Task 7-Canned Shutdown Procedures for Gas Pipeline, Task 8-Construction Management and Inspection of Gas Pipeline Relocation. Under the second consecutive contract, Mr. Rogers managed: Task 1-Update Emergency Preparedness Plan, Task 2-DOT Operator Qualification Training, Task 3-Photovoltaic System Maintenance Program, Task 4-Iowa Hill Pumped Storage Development conceptual design and cost estimate, Task 5-Camino Powerhouse Geotechnical Investigation and defense against contractor claims, Task 6-Gas Pipeline Procedure Manual, Task 7-Facilitate Potential Failure Modes Analysis for Union Valley, Ice House, Loon Lake, and Junction Dams, Task 8-Iowa Hill Pumped Storage Development and Upper American River Project (UARP) Relicensing Engineering Support, Task 9-Iowa Hill Pumped Storage Development Geotechnical Investigation. Under the third consecutive contract, Mr. Rogers managed the following tasks: Task 1-UARP Relicensing Sources of Sediment Study, Task 2-Jaybird Generator Submittal Review, Task 3-Iowa Hill Pumped Storage Development Phase 2 Geotechnical Investigation, Task 3-Iowa Hill Pumped Storage Development Topographic and Boundary Survey, Task 4-Iowa Hill Pumped Storage Development Access Road Survey and Design, Task 5-Iowa Hill Pumped Storage Development Transmission Line survey and design, Task 6-White Rock Development Capacity Analysis, Task 7-Visual Concept and Virtual Imaging of Iowa Hill Project Features. (1998-2004)

The MARK Group, Infrastructure and Environmental Engineers, Inc., California, U.S.A. Client: Various Owner and Regional Manager of a 120 person consulting firm with three offices (Walnut Creek, Las Vegas, Santa Ana) providing water resource and environmental engineering services to public utilities, industrial, and hydroelectric clients. Staff consisted of a multidisciplinary team of civil, structural, electrical, mechanical, environmental, and geotechnical engineers, engineering geologist, hydrogeologist, environmental scientists, and environmental planners. Held positions of Chief Financial Officer, Chairman of the Board, and Regional Manager of the Northern and Southern California offices since starting the firm in June 1984. The MARK Group, Inc. was acquired by Harza Engineering Company in February 1999 and Harza Engineering merged with Montgomery Watson in 2002. The MARK Group, Inc. provided water resource services to El Dorado Irrigation District, Nevada Irrigation District, Tri-Dam Agency, Sacramento Municipal Utility District, Monterey Peninsula Water Management Agency, Amador County Water Agency, Placer County Water Agency, U.S. Corps of Engineers-Sacramento and San Francisco Districts, East Bay Municipal Utility District, Contra Costa Water District, Santa Clara County Water District, City and County of San Francisco-Port of San Francisco, Modesto Irrigation District, and Turlock Irrigation District. Some industrial clients for environmental engineering services included Tosco Refinery, USS Posco/U.S. Steel, Chevron, Shell, Dow Chemical, IBM, and Teledyne.

Was responsible for planning and management, marketing and business development, training and mentoring staff, quality control and quality assurance (QA/QC), developing, controlling, and managing scope, schedules, and costs



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for large projects having consulting fees in excess of $1 million or projects with constructed value more than $100 million. (1984-1997).

EMPLOYMENT HISTORY

2010-Present Geological Engineering, Sole Proprietor

2008-2010 URS Corporation, Senior Project Manager/Consultant

2005-2008 San Francisco Public Utilities Commission, Project Management Bureau, Senior Project Manager

1997-2005 MWH Americas, Inc. Vice President and Senior Project Manager

1990-1997 The MARK Group, Construction Engineers, Inc., Owner and License Qualifier/Manager

1984-1997 The MARK Group, Inc., Owner and Regional Manager

1978-1984 Converse Consultants, Principal Geological Engineer

1977-1978 Woodward Clyde Consultants, Senior Geological Engineer

1974-1977 Converse Consultants, Senior Geological Engineer

1973-1974 Consulting Geological Engineer

1967-1973 Utah Construction & Mining Company, Geological Engineer

1967-1973 U.S. Army Chemical Corps, Chemical Officer

TECHNICAL PAPERS AND BOOKS:

Rogers, D. K, Furgal, J.J, and McGuire, W. G., 2019, Last Three Soldiers Standing-Defoliation of the Korean DMZ, What the Departments of Defense and Veterans Affairs Don’t Want You to Know: Amazon/KDP Publishing, 278 pgs.

Rogers, D.K., Moffitt, C.J., Wade, D.L., Goodman, R.E., Harlan, R.C., and Hall, R., 2000, Camino Penstock Stabilization, El Dorado County, California: USCOLD 2000 Annual Meeting and Lecture, 30 pgs.

Wade, D.L., Rogers, D.K., Mattson, J.M., Cassidy, J.J., and Harlan, R.C., 2000, Spillway Modifications at French Meadows Reservoir, Placer County, California: USCOLD 2000 Annual Meeting and Lecture, 35 pgs.

Herbert, J.M., and Rogers, D.K., 2000, Right-Abutment Landslide Stabilization Design and Construction, Pine Flat Dam, Kings River Conservation District, Kings County, California: USCOLD 2000 Annual Meeting and Lecture, 22 pgs.

Bonham, H.F. and Rogers, D.K., 1983, Geologic Map, Mt. Rose NE Quadrangle: Nev. Bur. Mines and Geol. Map No. 4 Bg, 1:24,000 scale.

Rogers, D.K., Simon, D.B., and Stellar, J. 1979, Active Fault Zones and Regional Seismicity in Western Nevada: in 17th Annual Engineering Geology and Soils Engineering Symposium, April, 1979, Moscow, Idaho, pp. 275293

Trexler, D.T. and Bell, J.W. (D.K. Rogers contributing mapping), 1979, Geologic Map and Earthquake Hazards Map, Carson City Quadrangle, Nada: Nev. Bur. Mines and Geol. Map, 1:24,000 scale.



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Bingler, E.C. (D.K. Rogers contributing mapping), 1977, Geologic Map and Earthquake Hazards Map, New Empire Quadrangle, Nevada: Nev. Bur. Mines and Geol. Map, 1:24,000 scale.

Rogers, D.K., 1975, Project Mapping: in Guidebook to the Quaternary Geology along the western flank of the Truckee Meadows, Washoe County, Nevada, by E.C. Bingler, Nev. Bur. Mines and Geol. Report 22, 14 pgs.

Rogers, D.K., 1975, The California Earthquake of June 7, 1975 Geology and Isoseismal Map: Earthquake Engineering. Research Institute Newsletter, v. 9, pgs. 7881.

Rogers, D.K., 1975, Environmental Geology of Northern Carson City, Nevada: Univ. Nev. M.S. Thesis, 133 pgs.

Rogers, D.K., 1975, How Geology Affects Land Use Planning in Northern Carson City, Nevada: Proc. of the 18th Annual Meeting of the Association of Engineering Geologists, Nov. 208, pgs. 42 (abs).


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Grant Lake Project (P-13212) BOC Notification.PDF.....................1-55


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