STATEMENT OF QUALIFICATIONS – VOLUME I Documents/… · DESIGN-BUILD EXPERIENCE. Garney and AECOM...

SMITH MOUNTAIN LAKE WATER TREATMENT PLANT AND LAKES TO FOREST WATERLINE EXTENSION PROJECT

Owner: Bedford Regional Water Authority Design-Builder: Garney Companies, Inc. Engineer: AECOM Submitted August 29, 2013

STATEMENT OF QUALIFICATIONS – VOLUME I

TABLE OF CONTENTS

BEDFORD REGIONAL WATER AUTHORITY SMITH MOUNTAIN LAKE WATER TREATMENT PLANT AND LAKES TO FOREST WATERLINE EXTENSION

TRANSMITTAL LETTER

PART 1 - EXECUTIVE SUMMARY .............................................................................. TAB 1

PART 2 - DESIGN-BUILDER PROFILE ....................................................................... TAB 2

PART 3 - PROJECT TEAM .......................................................................................... TAB 3

Project Team Organizational Chart

Key Personnel Organizational Chart

PART 4 - EXPERIENCE ............................................................................................... TAB 4

Summary Table of Project Team and Reference Projects

PART 5 - PROJECT UNDERSTANDING AND APPROACH ....................................... TAB 5

PART 6 - COST FACTORS .......................................................................................... TAB 6

APPENDIX A - RESUMES ........................................................................................... TAB 7

APPENDIX B - FORMS FOR AFFIRMATION OF COMPLIANCE ............................... TAB 8

APPENDIX C - CONTRACT FORM COMMENTS ....................................................... TAB 9

APPENDIX D - FINANCIAL STATEMENTS (IN SEPARATE SEALED ENVELOPE)

2012‐2011 Audited Financial Statement

2010‐2009 Audited Financial Statement

March 2013 (1st Quarter) Consolidated Financials

June 2013 (2nd Quarter) Consolidated Financials

APPENDIX E - BONDING AND INSURANCE LETTERS ............................................ TAB 10

Surety Letter

Certificates of Insurance

EMR Letter

Virginia Licenses

8005 Creighton Parkway, Suite C, Mechanicsville, VA 23111 Phone: 816.746.7233 Fax: 816.278.5910 www.garney.com

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Rhonda B. English, P.E. August 29, 2013 Engineering Manager Bedford Regional Water Authority 1723 Falling Creek Road Bedford, Virginia 24523 RE: Smith Mountain Lake Water Treatment Plant and Lakes to Forest Waterline Extension Project Dear Ms. English, The Garney/AECOM Design-Build Team understands the importance of this project for the future of Bedford Regional Water Authority’s (BRWA) water needs. Our team has a combined 150 years of experience in the design and construction of water treatment plants, waterlines, and associated infrastructure. We are ready to show you how this expertise and industry-leading knowledge of the design-build project delivery method will benefit BRWA and the SMLWTP Project. The Garney/AECOM Design-Build Team offers:

DESIGN & CONSTRUCTION EXPERTISE. Garney and AECOM are proud of our hard‐earned reputation as a premier general contractor and design engineer in Virginia; Garney crews have been building projects here since 1990, and AECOM has been serving local governments in Virginia since 1947. We encourage you to contact the references provided to gain a better understanding of our experience and to verify that we deliver unrivaled excellence, quality and innovative cost savings to our clients while performing work safely and creating positive relationships with the public.

DESIGN-BUILD EXPERIENCE. Garney and AECOM have built a combined $3.5 billion worth of

Design-Build, Construction Manager at Risk, and Construction Manager/General Contractor projects. This stems from an environment stimulating innovation and accountability, as well as a commitment to providing “boots on the ground” construction specialists at every stage of the project.

COLLABORATIVE EFFORT. Our Design-Build Team’s commitment to transparent financial systems, open and honest communication, and proven ability to work in a team setting, all provide the perfect foundation for collaboration. Our open-book approach lends itself to allowing the Project Team to sit down and negotiate a tailor-made Design-Build contract to fulfill the needs of this project. We pride ourselves on this collaborative approach to designing “perfect fit” project solutions.

LOCAL EXPERIENCE. Each of our Design-Build Team members has experience working on

water projects in Virginia. Even though both of our firms work on a national level, we each have dedicated resources working in Virginia and the Mid-Atlantic. We are familiar with the area, local conditions, and permitting requirements. Since several of our employees actually live in the area, this project will have a significant impact on us, including the lives of our families and friends.

Garney’s biggest strength is that we are 100% employee owned. We believe this separates us from our competition and yields immeasurable dividends for our clients. When you work with anyone at Garney, you are working with an owner.

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RESPONDENT’S CONTACT: Steven Culp 8005 Creighton Parkway, Suite C Mechanicsville, VA 23111 (615) 953-2314 or (678) 237-3133 [email protected] Attached in this Statement of Qualifications is Attachment B – Certification Forms, which includes our compliance with the prohibition of political contributions and gifts during the procurement process, as well as our submittal certification. The Garney/AECOM Design-Build Team looks forward to meeting with BRWA’s selection committee and discussing the value we bring to this project. I, Jason Seubert, will be our team’s signatory to any contract documents executed with BRWA. If you have any questions, please contact me directly at (816) 746-7233. Sincerely,

GARNEY COMPANIES, INC. Jason A. Seubert Chief Operating Officer

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PART 1 - EXECUTIVE SUMMARY


To deliver the Smith Mountain Lake Water Treatment Plant and Lakes to Forest Waterline Extension Project (SMLWTP) for the Bedford Regional Water Authority (BRWA), Garney Companies, Inc. (Garney) proposes a solid Design-Build Team featuring Garney as the Design-Builder and AECOM as Lead Design Engineer. We have assembled a team of experienced key personnel from both firms. The team is familiar with design, construction, and regulatory requirements within Virginia. We are also well versed in the Design-Build delivery method. As referenced in Part 3 and Part 5 of our response, our Design-Build Team will primarily be composed of the same team members during Phase One and Phase Two. In fact, the team who prepared this proposal will be the team constructing your project. This “cradle-to-grave” approach will foster project continuity from initial concept design through start-up and closeout. Our “cradle-to-grave” approach eliminates issues that could arise when project knowledge is transferred between different groups that may only be involved in one aspect of the project. Our Design-Build approach is based on the foundation of teamwork and communication with an emphasis on listening. PERFORMANCE AND PAYMENT BONDS

The security of your project will be backed by a dual surety arrangement with CNA Western Surety Company and Liberty Mutual Group. Garney has an individual project limit of $300 million within a $1 billion aggregate program. Garney is fully capable of providing 100 percent payment and performance bonds for this project. Please refer to the letter from our bonding agent attached in Appendix E. NET WORTH

Garney’s net worth is $115 million. MATERIAL ADVERSE CONDITION

Garney has not been subject to any material adverse condition, including pending litigation, insufficient liquidity, weak operating net income or cash flow, or excessive leverage, that would give rise to reasonable doubt concerning our ability to continue to operate as an ongoing concern, to provide performance bonds or insurance, or to maintain sufficient financial strength to undertake and successfully complete the SMLWTP project, and to mitigate or absorb project risks. After reviewing the financial information in Appendix D and bonding and insurance information in Appendix E, there should be no doubt that we are in a position to see this project through to successful completion. LICENSING AND REGISTRATION

Please refer to Appendix E for verification that Garney and AECOM have the proper licensing and registration to be a successful business entity in the Commonwealth of Virginia. DESIGN EXPERIENCE

AECOM is ranked #1 overall in Engineering News-Record’s 2013 Top 500 Design Firms. AECOM is a 45,000-employee firm with 150 offices including six in Virginia. AECOM has extensive experience designing raw water intakes, pump stations, pipelines, membrane water treatment plants and Design-Build delivery, including numerous similar projects across Virginia and the United States.

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CONSTRUCTION EXPERIENCE

Garney performs only water and wastewater work. We can list hundreds of similar projects dating back to 1961. On the pipe side, Garney has purchased and installed more American Cast Iron Pipe Company ductile iron pipe than any other contractor in existence. We can say the same about steel pipe provided by Northwest Pipe Company. Garney has delivered via collaborative alternative delivery more than 140 water/wastewater projects with a total value of more than $1.8 billion. One third of these projects included treatment plants, including membrane plants and intakes, and over a dozen were primarily pump station projects. DESIGN-BUILD (COLLABORATIVE PROJECT DELIVERY) EXPERIENCE

In the last decade, Garney and AECOM together have delivered 24 water/wastewater projects with a combined value of $215 million. These projects include the successful delivery of 195,000 linear feet of pipe, two membrane water treatment plants, pump stations, intakes, and numerous marine pipe installations. Our firms are currently delivering a water treatment plant in King, NC, and are in pursuit of two Design-Build delivery water projects. SAFETY RECORD

Garney’s EMR has never been above 0.95 and averages 0.70 since 1994. Garney’s current 2013 EMR is 0.53. PROJECT UNDERSTANDING

The Lakes Central Water system is supplied by the Highpoint Water Treatment Plant which is a membrane plant rated at 1.0 MGD supplied from a 1.0 MGD capacity raw water intake on Smith Mountain Lake. Aside from BRWA customers, water is purchased by the Western Virginia Water Authority (WVWA). Per the “Transition to Town Status Settlement” agreement between the City of Bedford and the County of Bedford, BRWA is required to provide interconnectivity between the Bedford County and Town of Bedford water systems. Desired new assets include the expansion of the raw water intake or construction of a new intake;, approximately two miles of transmission main from the intake to the water treatment plant site, a 6.0 MGD membrane water treatment plant at the Radford Church Road site, new 24” main along Route 122 to Bedford City, and a new 20” main from Bedford City to the Forest area. All assets are to be delivered via Progressive Design-Build delivery. Our approach is based on meeting BRWA’s following objectives:

Priorities: Deliver as many of the BRWA project priorities as funding and scheduling constraints allow.

Quality: Provide transmission, distribution, and treatment facilities that are sustainable and reliably produce the desired quantities of finished water in compliance with federal and state regulations and contractual standards for water quality over the range of raw water quality conditions.

Cost: Minimize capital cost and minimize life-cycle cost.

Schedule: Achieve interconnectivity by November 2016 for construction and performance testing.

Risk: Achieve optimal balance of risk allocation between BRWA and Garney.

Safety: Implement an effective safety program incorporating best industry practices.

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PROJECT APPROACH

Phase One contains five parallel subtasks with key submittals and workshops identified. Subtasks include pilot testing, pipeline alternatives, determination of project prioritization, evaluation of raw water intake alternatives, and preparation of a Basis of Design Report (BODR) and 60% design drawings, which will form the basis of the GMP, schedule and Comprehensive Agreement. Phase Two will complete the design of the various project components and will involve construction and start-up. Subtasks include final design of the water treatment plant, raw water line, distribution pipelines, intake and pump station. Simultaneous construction of all segments will occur simultaneously and should commence in the spring of 2015. Completion of the construction will be in the fourth quarter of 2016. To comply with the technical intricacies and demands of the project, we have drawn from industry-renowned expertise. We appreciate how significant this project is in the local community and consider public engagement to be a critical success factor. Our Design-Build Team has partnered with The Clay Christensen Group to implement a Public Education and Engagement program. We will use collaborative workshops to evaluate project priorities. Evaluation of risks will involve qualitative and quantitative analysis. The Project Team’s primary members are BRWA, Garney, and AECOM. The SMLWTP project, along with affected stakeholders, are our collective client. We will collocate Garney and AECOM forces in Roanoke during Phase One. Garney and AECOM personnel are just 35 minutes from the BRWA offices and always available for face-to-face communication. COST FACTORS

We propose that Phase One will be completed as a lump sum billed monthly on a percent complete basis and Phase Two will be an open book GMP billed based upon the actual costs plus a percentage fee for overhead and profit. Development of the lump sum fee for Phase One will be done so using a standard industry approach for engineering fees with the addition of construction personnel. This team approach throughout Phase One will help us to efficiently determine the scope elements that will be included in the GMP while simultaneously developing a cost estimate for each. The Project Team will perform value engineering and constructability reviews to ensure the most cost effective design and project approach is developed. CONCLUSION We know that we have a proven team who can meet your project needs. We are ready to work with you on this exciting and groundbreaking project.

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PART 2 - DESIGN-BUILDER PROFILE


GENERAL

Garney Companies, Inc. (Garney) was incorporated in 1961 and has over a half century of wide-ranging experience in the construction of water and wastewater treatment facilities, pump stations, raw water intakes, and pipelines. As a 100% employee-owned company, our staff members have a vested interest in providing the best customer service in the industry. Garney is recognized as a national leader in water construction and we are proud of our history of safe, successful, and quality projects built throughout the country. Our sound financial strength, highly qualified personnel, and safety record make Garney the ideal contractor for your SMLWTP project. With 845 employee-owners, our geographical coverage is focused primarily in the Mid-Atlantic, Southeast, Midwest and Western United States, but our crews are able to answer the call no matter where a project is located. Garney has office locations in Kansas City (home office), Richmond, Atlanta, Orlando, Nashville, Denver, and Phoenix. The scope of services for the Smith Mountain Lake Water Treatment Plant and Lakes to Forest Waterline Extension Project (SMLWTP) has been the mainstay of Garney’s core business for 52 years. We are licensed in 35 states and have constructed similar projects numerous times with consistent success and owner satisfaction. LEGAL STRUCTURE

Garney Companies, Inc. is a corporation and is a wholly-owned subsidiary of Garney Holding Company, which is a 100% employee owned company. No one person owns more than 10 percent of the company. PROJECT OFFICE LOCATION

The Garney / AECOM Design-Build Team will collocate using AECOM’s nearby Roanoke office located at 1315 Franklin Road, Roanoke, VA 24016, for the duration of Phase One services. During Phase Two, we plan to establish a construction office at the proposed water treatment plant site on Radford Church Road in Bedford. The design team management and the majority of the design work will be performed from the AECOM Roanoke office, but our team will use the expertise and resources of multiple AECOM offices during Phase One. Primary design locations for the work on the principal service areas follow: Membrane Treatment Plant Water Distribution Pipeline Raw Water Intake & Raw Water Pipeline 701 Edgewater Drive 1315 Franklin Road 1315 Franklin Road Wakefield, MA 01880 Roanoke, VA 24016 Roanoke, VA 24016 FINANCIAL CONDITION

Garney has built a solid financial foundation that is rare in this industry. Our banking and bonding relationships are solid. These relationships allow Garney to be a single source contractor for our clients on water and wastewater projects of any size. Audited financial statements for the past three years, as well as quarterly financial statements from 2013 certified by Garney’s CFO, are attached as Appendix D - Financial Statements included in a separate sealed envelope.

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PART 2 - DESIGN-BUILDER PROFILE


BONDS AND INSURANCE

PAYMENT AND PERFORMANCE BONDS Garney’s history of outstanding project performance has resulted in exceptionally high bonding capacity. The safety and security of your project will be backed by a dual surety arrangement with CNA Western Surety Company and Liberty Mutual Group. These firms’ financial strength is evident in top rankings from insurance and credit rating agencies. Garney has an individual project limit of $300 million within a $1 billion aggregate program. Garney is fully capable of providing 100 percent payment and performance bonds for this project. Please refer to the letter from our bonding agent attached in Appendix E. INSURANCE

Garney has insurance coverage for workers compensation, employer’s liability, commercial general liability, and commercial automobile liability provided by Liberty Mutual Group. Excess liability coverage is provided by St. Paul Fire & Marine Insurance Company. Our agent for this coverage is Arthur J. Gallagher Risk Management Services. Professional liability and Builder’s Risk coverage is provided by Hays Companies. All of these companies are duly authorized in Virginia. Please refer to the copies of Garney’s insurance certificates attached in Appendix E. MATERIAL ADVERSE CHANGES IN FINANCIAL POSITION

Garney has not been subject to any material adverse condition, including pending litigation, insufficient liquidity, weak operating net income or cash flow, or excessive leverage, that would give rise to reasonable doubt concerning our ability to continue to operate as an ongoing concern, to provide performance bonds or insurance, or to maintain sufficient financial strength to undertake and successfully complete the SMLWTP project, and to mitigate or absorb project risks. After reviewing the financial information in Appendix D and bonding and insurance information in Appendix E, there should be no doubt that we are in a position to see this project through to successful completion. LEGAL PROCEEDINGS AND JUDGMENTS

Garney does not have any pending or past legal proceedings or judgments, nor any contingent liability. COMPLETION OF CONTRACTS

Garney has not failed to complete any contract, nor has any contract been terminated due to alleged poor performance or default within the past 10 years. VIOLATION OF LAWS

Garney has not been convicted of nor been found in violation of any federal, state, or local statute, regulation, or court order concerning antitrust, public contracting, employment discrimination or prevailing wages within the past 10 years. DEBARRED FROM BIDDING

Garney has not been debarred within the past 10 years, nor under consideration for debarment, on public contracts by the federal government or by any state.

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PART 3 - PROJECT TEAM


DESIGN-BUILDER / OTHER FIRMS Garney Companies, Inc. (Garney) is the proposing Design-Builder on the Smith Mountain Lake Water Treatment Plant and Lakes to Forest Waterline Extension (SMLWTP) project. Garney will perform as the Lead Firm, Builder and General Contractor, self-performing the majority of the construction of the facility and pipe work. Please refer to Part 2 - Design-Builder Profile for more detailed information about the history of Garney. Ultimately, Garney will be responsible for the work of all subcontractors, just as if we self-perform the work. Garney will self-perform the following disciplines:

Phase I:

Provide leadership, input and collaboration during high level approach decision-making process with AECOM and the Bedford Regional Water Authority (BRWA)

Develop comparative pricing and conceptual schedules during high level approach discussions

Develop baseline and detailed schedules as design progresses

Provide constructability input during design

Provide value engineering input during design

Develop estimates of costs and evaluate options as design progresses

Develop construction plans specifically written to construction operations on the SML project

Develop safety plans specifically written to construction operations on the SML project

Develop quality control plans specifically written to construction operations on the SML project

Phase II:

Installation of transmission pipelines

Installation of subaqueous raw water intake line and screen in the Smith Mountain Lake

Excavation for all structures

Civil concrete work for raw water intake, pump station and water treatment plant

Installation of membrane skids

Start up, commissioning and performance testing of all constructed assets

Solicitation, coordination and management of all subcontractors AECOM, a 45,000-employee design firm with 150 offices, will perform as the Lead Design Engineer under a subcontract to Garney. Listed on the Fortune 500 as one of America’s largest companies, AECOM's employees (including architects, engineers, designers, planners, scientists, and management professionals) serve clients in more than 140 countries around the world. AECOM’s technical expertise and creative excellence come from the history of some of the finest engineering, environmental, construction management, and planning and design companies. Disciplines include water systems, utilities, transportation, energy, and enhancing environments and creating new buildings and communities.

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AECOM is proud to be recognized in Engineering News-Record’s 2013 Top 500 Design Firms' rankings, where AECOM is ranked #1 overall. For four consecutive years, Newsweek included AECOM on its U.S. Companies Green Rankings list. Other notable achievements include being named one of the World’s Most Ethical Companies by Ethisphere Institute and one of Financial Times’ Best Workplaces. AECOM has six offices in Virginia with a staff of 2,240 people, including 1,500 Professional Engineers registered in Virginia. All design work for this project will be managed from AECOM’s Roanoke office with the technical production being lead from AECOM’s offices in Roanoke, Norfolk, and Wakefield, MA offices. In addition to the named personnel identified in our project team organization chart, we will draw upon our network of technical resources as needed. We also have access to a team of worldwide AECOM subject matter experts whom we can consult if necessary. In its role as Lead Design Engineer, AECOM will self-perform all architectural and engineering design work and construction support services for Phase One and Phase Two with the exception of specialty services for instrumentation and controls, aerial surveying, geotechnical, public involvement, and local field survey support from the sub-consultants listed on the following page. The success of this project starts with assigning the right people with the right level of expertise and experience required to execute the roles to which they are assigned. Our team draws from a seasoned group of professionals with proven performance in delivering successful projects similar to this water intake, raw water pipeline, treatment and transmission main project. AECOM fully understands that BRWA expects a local team to provide quick responses, innovative technical solutions, commitment to quality, depth of resources, and effective project management. We have developed a team that can provide these traits with a core of principal team members who possess the right expertise and experience. Our team can respond immediately to your needs, address the challenges anticipated on these projects, and be accessible to BRWA at all times. Our team has begun reaching out to local sub-consultants and specialty contractors who have worked in Virginia, as well as vetting and qualifying other potential local sub-consultants and specialty contractors by discipline. We are conscious of the fact that committing to a subcontractor prior to being selected as Design-Builder and development of design, scopes and GMP, is not always the best way to ensure the most competitive pricing from a subcontractor. We are acutely aware of two important factors for stakeholders relative to the SMLWTP project:

1) Keeping costs low to achieve quality delivery of as many of BRWA’s priorities as possible and;

2) Helping support the local economy.

With these two goals in mind, our team proposes to establish desired overall objectives for subcontracting in collaboration with BRWA, and to seek out local qualified contractors for items of work which Garney will not self-perform. We will put those work disciplines out for bid to qualified local firms, or on the basis of the objectives established with BRWA as appropriate.

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Currently, our committed sub-consultants include:

SUNAPSYS, INC. (INSTRUMENTATION AND CONTROLS) Sunapsys, a Virginia-based company specializing in the design and implementation of controls and information systems for municipalities, manufacturers, and OEMs, will provide instrumentation and control support to the Garney/AECOM Design-Build Team. Work will include developing system specifications, writing software, assembling control panels, startup assistance, and training plant personnel. Sunapsys' expertise encompasses PLCs, drives, HMIs, and SCADA packages from all major manufacturers. The company can also develop custom software programs using Visual Basic, C/C++, ASP, HTML, Java, and other structured languages. Sunapsys and AECOM have partnered and worked as a team on numerous treatment plant and pump station projects in Virginia. SHRADER ENGINEERING AND LAND SURVEYING (FIELD SURVEYING) Shrader Engineering and Land Surveying for will provide support for AECOM’s field surveying services. Shrader is a multi-service professional consulting firm offering civil engineering, land surveying and mapping services for the private sector and the local governments. Services provided by their firm include topographic surveys, development site plans, boundary surveys, subdivision surveys, street and road plans, erosion and sediment control plans, construction stakeout, soil evaluations, percolation tests, water system designs, sewerage system designs, and mapping. Shrader has recent work experience for Bedford County.

AEROMETRIC, INC. (AERIAL SURVEYING) AeroMetric, Inc. will provide aerial mapping services for this project. AECOM routinely uses AeroMetric for aerial survey needs in Virginia and is proud to partner with them on this project. AeroMetric will provide comprehensive aerial mapping and GIS services, including state-of-the-art photogrammetric, lidar, satellite, airborne imaging, and mapping technology. ENGINEERING CONSULTING SERVICES (GEOTECHNICAL) AECOM has an extensive working partnership with Engineering Consulting Services (ECS), who will provide geotechnical support on this project from their office in Roanoke, Virginia. ECS is an industry leader in geotechnical, construction materials, environmental, and facilities engineering. THE CLAY CHRISTENSEN GROUP (PUBLIC INVOLVEMENT) AECOM has partnered with The Clay Christensen Group LLC (CCG) to facilitate public relations for projects in Virginia. Since 1998, CCG has designed processes for effective conversations that engage communities to express diverse perspectives, explore creative solutions, and achieve buy-in. Through CCG’s work with technical firms, nonprofit organizations, neighborhoods, and government, they have facilitated meaningful conversations that builds strong relationships. CCG will assist on this project by organizing public relations efforts, including planning special events and outreach activities, providing speakers for schools, civic, government, and business groups, creating press releases to local news outlets, establishing and maintaining an interactive project Web site, blog and social media presence, and facilitating job tours, among other activities.

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APPROACH TO MANAGEMENT OF FIRMS Our approach to the management of firms during both phases of the project is based on the foundation of teamwork and close collaboration so that BRWA’s objectives are met. In all cases, establishment of tried and true subcontract terms and conditions facilitate management of subcontractors and vendors. PHASE ONE

Of significant benefit to the approach to managing our Lead Design Engineer, AECOM, is the fact that Garney and AECOM have a long-term working relationship together, delivering several municipal water and wastewater projects. Our firms have established routine successful management approaches and controls; we will not be attempting to re-invent the wheel. In order to facilitate collaboration and innovation, members of Garney’s Phase One Team will collocate with AECOM staff at their Roanoke office during Phase One activity. This daily, face-to-face interaction significantly simplifies the task of management and coordination, and increases our responsiveness. As with all subcontractors, a Subcontractor Management Plan outlining the relationship between the design team (under the leadership of AECOM) and Garney will be produced. Each of our sub-consultants, as well as all AECOM design team members and BRWA, will receive the project work plan that provides a roadmap for executing the project and clearly indicates the scope, schedule, budget and the staff or sub-consultant responsible to complete each task. Each sub-consultant is required to provide a monthly progress report along with their invoice. These monthly invoices will indicate budget, current invoiced amount, and total accruals for each sub-consultant. AECOM monitors all sub-consultant work through regular communication by phone and email. Sub-consultants will perform work from their home office and only attend meetings as outlined in the project work plan. AECOM will review all sub-consultant work through our internal QA review process prior to any work product being submitted or used. Progress of deliverables production will be monitored for delivery date versus schedule, as well as completeness and quality by Garney’s staff members working daily with the AECOM design team in Roanoke. AECOM’s Project Manager, Troy Kincer, and the AECOM Technical Leads have full-time responsibility for coordinating the design activities of the various professional technical staff assigned to this project, including sub-consultants. AECOM’s Project Manager and/or the AECOM Technical Leads will maintain direct lines of communication between the various disciplines on our team, our sub-consultants, Garney, and BRWA. They will be responsible for seeing that the work meets requirements and is kept on schedule and within budget. Drawing from the capabilities and experience of our personnel, they will use all available resources, incorporate BRWA and user comments, and guide the project to completion. Troy Kincer, will outline the scope requirements for each of our consultants and directly administer each subcontract. Troy will work closely with each sub-consultant to monitor their work so that project milestones are met and that the work conforms to quality control standards. AECOM’s technical staff will review each sub-consultant’s work to make sure that it conforms to project criteria, that it is coordinated with AECOM’s work, and that it follows design standards. Regular monitoring of each consultant’s work will keep Troy abreast of the status of project deliverables and the ability to make team adjustments if required to meet established schedule deadlines.

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In addition to the above contract tools, collocation, and normal, ongoing daily communication between Garney, AECOM and BRWA, formal progress meetings and submittal meetings will be held. These meetings will include the Design-Build Team and BRWA. These meetings will help to monitor progress and aid in management. Progress on deliverables and tasks will be tracked on a baseline schedule and Subcontractor Management Plan. If activities are in danger of falling behind, appropriate actions will be taken, such as addition of resources. PHASE TWO

Other construction discipline subcontractors to Garney will also have appropriate subcontract terms and conditions and a Subcontractor Management Plan produced by Garney and included as an attachment to the subcontract. All subcontractors to Garney will adhere to the approaches outlined in the document. The Subcontractor Management Plan will outline the relationship between the Design-Builder and the subcontractor. The Subcontractor Management Plan will include a complete scope of work to be completed. The plan will be included as an attachment to the subcontract as a Statement of Work. All constraints imposed on the subcontractor will be clearly identified in the Statement of Work, including schedule and budget constraints. The plan and Statement of Work will include the means and methods by which the subcontractor will assure the safe, timely construction of quality work. Our Design-Build Team will ensure quality construction from each of Garney’s subcontractors through implementing a written QA/QC Plan developed for this project. Adherence to the QA/QC Plan will be a subcontract requirement, just as the project specific Safety Plan, which will be produced and implemented by Garney. Effective channels of communication will be clearly defined and established with construction subcontractors. Subcontractors will participate in all daily work planning meetings on site, as well as a weekly safety meeting and the weekly schedule update meeting. This participation will be included as a subcontract requirement. Progress will be monitored by Garney field management through documenting and quantifying acceptable work in place versus the project schedule. Progress will also be monitored by tracking progress payments to the subcontractor versus the contract value.


PHASE ONE

GARNEY COMPANIES, INC.

Design-Builder (Lead Firm)

PHASE TWO

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PART 3 - PROJECT TEAM PROJECT TEAM ORGANIZATIONAL CHART

AECOM

Lead Design Engineer

ENGINEERING CONSULTING SERVICES

Geotechnical

SHRADER ENGINEERING AND LAND SURVEYING

Field Surveying

SUNAPSYS

Instrumentation and Controls

AEROMETRIC, INC.

Aerial Surveying

THE CLAY CHRISTENSEN GROUP

Public Involvement

GARNEY COMPANIES, INC.

Design-Builder (Lead Firm)

AECOM

Lead Design Engineer

ENGINEERING CONSULTING SERVICES

Geotechnical

SHRADER ENGINEERING AND LAND SURVEYING

Field Surveying

SUNAPSYS

Instrumentation and Controls

AEROMETRIC, INC.

Aerial Surveying


Public Involvement

Potential Specialty Subcontractors*

*Potential Specialty Subcontractors:

Trenchless

Paving

Blasting / Trenching

Architectural

Clearing

Trucking

Erosion Control

Electrical

Instrumentation & Control

HVAC

Painting

Roofing

Seeding / Sodding

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RESPONSIBILITIES OF KEY PERSONNEL

TEAM MEMBER PHASE ONE PHASE TWO ROLE

Jason Seubert Principal‐in‐Charge / DB Lead

80% 30% Assume ul mate responsibility for all aspects of the project in both Phase One and Phase Two.

Tim Behler Technical Advisor

25% 5% VE, constructability and es mate development in Phase One and technical resource and advisor for the plant work in Phase Two.

Sam Flowers Construc on Manager

60% 100% Overall management of the resources for Phase Two. Involved in VE, constructability and es mate development in Phase One. Day‐to‐day management of all construc on resources during Phase Two.

Patrick Vidonish or Luke Cobb, PE Plant Project Manager

20% 100% Perform VE, constructability and es mate development for the plant element of Phase One and on‐site management of construc on in Phase Two.

Rob Fults Pipeline Project Manager

20% 100% Perform VE, constructability and es mate development for the pipeline element of Phase One and on‐site management of construc on in Phase Two.

Steven Culp Marine Project Manager

20% 100% Perform VE, constructability and es mate development for the marine element of Phase One and on‐site management of construc on in Phase Two.

Lee Cur s or Bim Pope Plant Superintendent

20% 100% VE, constructability and es mate development for the plant element of Phase One. Day‐to‐day management of field personnel in Phase Two with accountability for safety, quality and schedule.

Joe Monteleone, Will Kennedy or Steve Mertz Pipeline Superintendent

10% 100% VE, constructability and es mate development for the pipeline element of Phase One. Day‐to‐day management of field personnel in Phase Two with accountability for safety, quality and schedule.

Ryan Smith Regional Safety Manager

0% 25% Responsible for monthly safety inspec ons of the project, scheduled and unscheduled, and con nued safety training of personnel.

James Richards, PE Design Principal‐in‐Charge

5% 5% Assume ul mate responsibility for execu on of AECOM’s part of project & provision of suitable resources to meet client expecta ons.

Troy Kincer, PE Design Project Manager

75% 25%

Manage and direct resources to meet all aspects of the project requirements relevant to design and support services throughout Phases One and Two. Ensure design is compliant with all AECOM QC requirements and meets BRWA and Garney expecta ons.

Simon Breese, PE Technical Advisor

15% 5% Provide high level guidance and direc on for the Membrane Water Treatment Plant throughout Phases One and Two.

Andrew Romer, PE Technical Advisor

15% 5% Provide high level guidance and direc on for the Raw Water Intake and Pipelines throughout Phases One and Two.

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Brian Daly, PE Technical Advisor

15% 5% Provide high level guidance and direc on regarding the Design‐Build project delivery method throughout Phases One and Two.

Craig Hamilton, PE Technical Lead ‐ Water Intake & Raw Water Main

75% 25% Lead and execute all aspects of Phase One for the water intake and raw water pipeline, including regulatory coordina on. Provide relevant support to construc on throughout Phase Two.

Bill Clunie, PE, BCEE Technical Lead ‐ Membrane Treatment

75% 25% Lead and execute all aspects of Phase One regarding the water treatment facility. Provide relevant support to construc on throughout Phase Two.

Gary Heisler, PE Technical Lead ‐ Water Transmission & Distribu on

75% 25% Lead and execute all aspects of Phase One regarding the water transmission and distribu on pipelines. Provide relevant support to construc on throughout Phase Two.

Tim Brodeur, PE Disinfec on & DBP Control

50% 10% Engineering services regarding the water treatment processes throughout Phase One and relevant support to construc on as needed throughout Phase Two.

Chuck Ziegler Instrumenta on & Control

40% 10% Engineering services regarding instrumenta on and control installa ons as required throughout Phase One and relevant support to construc on as needed throughout Phase Two.

Craig Riddle, PE Pipelines

75% 30% Engineering services regarding all aspects of pipeline design throughout Phase One and relevant support to construc on as needed throughout Phase Two.

Randolph Rostas, PE Pump Sta ons & Storage

75% 30% Engineering services regarding pumping installa ons and storage facili es throughout Phase One and relevant support to construc on as needed throughout Phase Two.

Andrew Freeland, PE Civil / Site

75% 30% Engineering services regarding civil engineering and site design throughout Phase One and relevant support to construc on as needed throughout Phase Two.

Steve Shugars, PE Electrical

50% 10% Engineering services regarding the electrical discipline installa ons throughout Phase One and relevant support to construc on as needed throughout Phase Two.

Orlando Hernandez, PE, LEED AP HVAC

30% 5% Engineering services regarding the mechanical and HVAC disciplines throughout Phase One and relevant support to construc on as needed throughout Phase Two.

Khalid Mo wala, PE Structural

50% 20% Engineering services regarding the structural discipline throughout Phase One and relevant support to construc on as needed throughout Phase Two.

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Glen Reimer, RA Architectural

50% 20% Engineering services regarding the architectural discipline throughout Phase One and relevant support to construc on as needed throughout Phase Two.

Sco Hodge, PE Roadways

40% 15% Engineering services regarding all aspects of roadway design throughout Phase One and relevant support to construc on throughout Phase Two.

Chad Van Hyning, PE Maintenance of Traffic

5% 15% Develop and implement traffic planning services to support the construc on processes throughout Phase Two.

Mark Lawson, LS Survey Coordinator

5% 5% Coordinate survey teams as required throughout Phase One including overview and quality review of survey deliverables provided by others. Support construc on during Phase Two.

Donald Seward, PE Environmental Permi ng

45% 5% Develop and implement environmental permi ng plans and submi als throughout Phase One and support during Phase Two. Coordinate regulatory compliance requirements throughout project.

Brenda Franklin VE Coordinator

5% 0%

Coordinate value engineering and constructability reviews with suitably qualified staff in all relevant disciplines during Phase One to enable Garney and AECOM to provide a suitable, construc ble, cost effec ve design that fulfills BRWA’s needs.

Steve Weisberger, PE Resident Engineer

5% 100% Conduct constructability support and reviews during Phase One and provide independent construc on oversight of all aspects of the project during Phase Two.

Till Freihammer Commissioning / Start‐Up

5% 20% Coordinate, manage and implement start‐up, commissioning and cer fica on of the pump sta on and treatment facili es in accordance with the basis of design, vendor specs & BRWA’s needs.

APPROACH TO MANAGEMENT OF KEY PERSONNEL Garney’s culture is different from other construction firms. We’re a hands-on organization. Our managers at all levels have a field, “boots in the mud” background. They also own the company, resulting in a higher level of empowerment, incentive and responsibility. Our approach to management of key personnel is to first, with their participation, develop well-defined and specific work plans, schedules, budgets, roles, and responsibilities. These roles and responsibilities are well understood with the project goals defined. These employees are empowered and provided the resources to then perform the work for which they are responsible. Clear boundaries are also delineated for actions which require the input of their respective manager. We then provide them the freedom to perform. Progress is monitored through normal workday interaction and progress meetings. Resumes for all key personnel listed in the organizational chart on the following page are attached in Appendix A.


PHASE ONE JASON SEUBERT Principal-in-Charge &

Design-Build Team Leader

SAM FLOWERS

Construction Manager

JAMES RICHARDS, PE

Design Principal-in-Charge

ROB FULTS

Pipeline Project Manager

JOE MONTELEONE WILL KENNEDY STEVE MERTZ

Pipeline Project Superintendent

PHASE TWO

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PART 3 - PROJECT TEAM KEY PERSONNEL ORGANIZATIONAL CHART

PATRICK VIDONISH LUKE COBB, PE

Water Treatment Plant Project Manager

LEE CURTIS BIM POPE

Water Treatment Plant Project Superintendent

STEVEN CULP

Marine Project Manager


Marine Project Superintendent

RYAN SMITH

Regional Safety Manager

TROY KINCER, PE

Design Project Manager

SIMON BREESE, PEng ANDREW ROMER, PE

BRIAN DALY, PE

Technical Advisors

BILL CLUNIE, PE, BCEE Technical Lead:

Water Treatment Plant

CRAIG HAMILTON, PE Technical Lead:

Water Intake & Raw Water Main

GARY HEISLER, PE Technical Lead:

Water Transmission & Distribution

TIM BEHLER Technical Advisor:

Water Treatment Plant

CHUCK ZIEGLER

Instrumentation & Control

CRAIG RIDDLE, PE

Pipelines

RANDOLPH ROSTAS, PE

Pump Stations & Storage

ANDREW FREELAND, PE

Civil / Site

STEVE SHUGARS, PE

Electrical

ORLANDO HERNANDEZ, PE, LEED AP

HVAC

KHALID MOTIWALA, PE

Structural

GLEN REIMER, RA

Architectural

TIM BRODEUR, PE

Disinfection & DBP Control

SCOTT HODGE, PE

Roadways

CHAD VAN HYNING, PE

Maintenance of Traffic

MARK LAWSON, LS

Survey Coordinator

DONALD SEWARD, PE

Environmental Permitting

BRENDA FRANKLIN

VE Coordinator

STEVE WEISBERGER, PE

Resident Engineer

TIM FREIHAMMER

Commissioning / Start-Up

JASON SEUBERT Principal-in-Charge &

Design-Build Team Leader

Technical Support Staff

SAM FLOWERS

Construction Manager

JAMES RICHARDS, PE

Design Principal-in-Charge

ROB FULTS

Pipeline Project Manager


Pipeline Project Superintendent

PATRICK VIDONISH LUKE COBB, PE

Water Treatment Plant Project Manager

LEE CURTIS BIM POPE

Water Treatment Plant Project Superintendent

STEVEN CULP

Marine Project Manager


Marine Project Superintendent

TROY KINCER, PE

Design Project Manager

SIMON BREESE, PEng ANDREW ROMER, PE

BRIAN DALY, PE

Technical Advisors

BILL CLUNIE, PE, BCEE Technical Lead:

Membrane Treatment

CRAIG HAMILTON, PE Technical Lead:

Water Intake & Raw Water Main

GARY HEISLER, PE Technical Lead:

Water Transmission & Distribution

TIM BEHLER

Technical Advisor

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HISTORY OF PERFORMANCE

The Garney/AECOM Design-Build Team exhibits an impressive collaborative relationship and history of performance together. Over the last decade, Garney and AECOM, working together as constructor and engineer, have successfully delivered 24 water/wastewater projects with a combined value of more than $215 million. The firms are currently working together as General Contractor and Designer on the $11.3 million King, North Carolina, Water Treatment Plant, and are also teamed together in pursuit of two Design-Build delivery water projects. The King Water Treatment Plant, under the management of Tim Behler and Patrick Vidonish, will complete improvements to the City of King’s 3.0 MGD water treatment plant. Work includes design and construction of a new raw water intake extending into the Yadkin River, raw water pump station, water treatment plant improvements, and nearly 30,000 linear feet (LF) of 16” water transmission main. AECOM’s proposed Principal-in-Charge for the Smith Mountain Lake Water Treatment Plant and Lakes to Forest Waterline Extension Project (SMLWTP), Jim Richards, was also the Engineer of Record, Project Director and Principal-in-Charge for the planning, permitting, design, and construction management of the 60 MGD Lake Gaston Water Supply Project. This $200 million water supply project included 75 miles of 60” pipeline. Jim was directly involved in the selection, management and coordination of work performed by the three pipeline contractors, including Garney, who constructed 17 miles of the 60” pipeline in nine months. Included in the 24 projects referenced above is the successful delivery of more than 195,000 LF of pipe, two membrane water treatment projects, several pump stations, riverfront intakes and control structures, as well as numerous subaqueous pipe installations. These projects were all delivered with Garney’s historical emphasis on quality, schedule, cost, and safety. During the 10 years that the 24 projects referenced above were delivered, Garney’s EMR was never higher than 0.95 and averaged an impressive 0.76 over the 10-year period. An EMR of 1.0 is the industry average and is considered reasonable. Throughout Garney’s 52-year history, the company has consistently been below the 1.0 average. This is a remarkable safety achievement in utility construction. DESIGN EXPERIENCE MODEST CREEK PUMP STATION AND RAW WATER LINE (VICTORIA, VIRGINIA) Owner: Town of Victoria, Virginia, Kenneth D. Patterson (434) 696-2343 AECOM’s Role: Design Engineer Contract Value: $1.0 million Dates of Project: 2011 - 2012 Firms: AECOM, Sunapsys (wireless communication sub-consultant) Key Personnel: Troy Kincer, PE, Craig Hamilton, PE, Craig Riddle, PE

Description: AECOM provided preliminary engineering, design and construction phase services to the Town of Victoria for the re-commissioning of the Modest Creek Reservoir pump Station and Raw Water Line. This project involved modifications to the existing intake structure, replacement existing pumps with high-head vertical turbine pumps, installation of three miles of 8” to 10” raw waterline, and a wireless communication system to control the raw water pumps and piping appurtenances. The raw water intake work involved cleaning in and around the intake

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pipe (low water intake point) and replacement of sluice gates. A 3 mm intake fish screen was installed ahead of the pump wet well. AECOM also performed an environmental impact study of the construction work including the delineation of wetlands and potential archeological sites. A Joint Permit Application was filed with the Virginia Marine Resources Commission, the state clearing house for reviewing agencies, U.S. Corps of Engineers, Virginia Game and Inland Fisheries, and the Virginia Department of Environmental Quality, for their review and comments. AECOM also coordinated with the Virginia Department of Health, Danville Field Office, and Virginia Department of Transportation for construction permitting. AECOM provided construction phase services including shop drawing reviews, responding to contractor RFIs, preparing Owner requested change orders, processing contractor applications for payment, conducting substantial completion observations, punch list preparation, final completion, startup and commissioning. RAW WATER INTAKE STUDY - CLAYTOR LAKE (PULASKI COUNTY, VIRGINIA) Owner: Pulaski County Public Service Authority, Jared Linkous (540) 980-7710 AECOM’s Role: Design Engineer Contract Value: $30,000 (study only) Dates of Project: 2013 Firms: AECOM Key Personnel: Troy Kincer, PE, Craig Hamilton, PE

Description: AECOM was commissioned to evaluate raw water intake alternatives to replace the existing intake on Claytor Lake. The lake was constructed in 1940 and the existing intake was constructed in 1976. Over the past 37 years, sediment has accumulated in and around the twin 24” intake pipes as a result of deposits left by storm events in the New River water shed. The sediment deposits became so severe that it limited the amount of water flow into the wet well that the raw water pumps could not pump capacity. Over the past 37 years, bathymetric surveys have indicated that the sediment has accumulated about 18 feet in the vicinity of the intake pipes. The raw water pump station has a capacity of 3.0 MGD. The unobstructed flow through one intake pipe is about 9.0 MGD for a potential intake capacity of 18.0 MGD. Several alternatives were considered to improve the flow of water into the wet well:

Dredge, dewater and dispose of deposited sediment around the intake pipes

Construct a new intake structure on Claytor Lake

Extend the existing 24” twin intake pipes in toward the middle of the lake

Based on discussions with the U.S. Corps of Engineers, the amount of dredging is limited to 5,000 insitu cubic yards without significant environmental and permitting requirements by the Corps of Engineers. Several alternatives were considered for new intake structures on Claytor Lake. These included floating intakes, permanent submerged intake with 3 mm fish screens and a concrete flume that also serves as a diversion wall, cylindrical screens with air-burst cleaning system and a multi-level draw-off tower. The recommended alternative for further consideration was the submerged intake and concrete flume/ diversion wall. This option was selected for further study because Claytor Lake is a recreational lake with boating and fishing and the New River, which feeds the lake, transfers a significant amount of large debris in severe storm events that could damage a floating intake or draw-off tower.

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FREEDOM DISTRICT UF MEMBRANE FILTRATION PLANT - DESIGN / BUILD (FREEDOM, MARYLAND) Owner: Carroll County, Maryland, Scott Moser (410) 386-2248 AECOM’s Role: Designer Contract Value: $27.7 million Dates of Project: 2006 - 2009 Firms: AECOM Key Personnel: Bill Clunie, PE, Brian Daly, PE

Description: In a Design-Build effort, AECOM teamed with Whiting-Turner to design and construct the Freedom Maryland Ultrafiltration Plant. Project components included a floating intake in the Freedom Reservoir, new raw water pump station, rapid mix and flocculation, dissolved air flotation pre-treatment, and GE immersed membrane ultrafiltration. The source for this facility is the Freedom Reservoir, which is high in iron and manganese, algae, and total organic carbon. The project replaced an existing aged facility that struggled with disinfection byproduct control and seasonal taste and odor issues. The new, modern process is now flexible and robust, and easily expandable. Initially, the new water treatment plant is able to produce up to 4.0 MGD with redundancy. In the future, as demands are expected to increase, the membrane systems will be expanded with additional modules to bring the total capacity to 7.0 MGD. Similarly, all pumping systems, electrical panels and MCCs, and chemical feed stations have been sized to allow for the inclusion of additional units in the future. A dedicated area adjacent to the existing building has been provided for a future train of pre-treatment. By phasing the membrane installation in this manner, the County is able to defer capital costs to match demand, thereby minimizing rate increases to the initial user base. The alternative delivery method was able to save the County as much as $3 million in construction costs, and saved three months of project schedule. Several innovative ideas were developed by the Design-Build Team which benefited the County. For example, a single, compact building was provided for the entire works, rather than separate structures scattered on site. This accelerated the construction program and saved valuable space. AECOM also built the clearwell underneath the building, and placed the offices and control rooms above, further reducing the plant footprint. The facility has been online since 2008 and has been producing excellent water quality, in full compliance with the USEPA Membrane Filtration Guidance Manual and achieving over 4-log credit of pathogen removal. WILTON ULTRAFILTRATION PLANT (SOUTH NORWALK, CONNECTICUT) Owner: South Norfolk Electric & Water, Tom Villa (203) 866-3366 AECOM’s Role: Design Engineer Contract Value: $23.5 million Dates of Project: 2005 - 2008 (design completed in 2004) Firms: AECOM Key Personnel: Bill Clunie, PE

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Description: AECOM designed this low-pressure ultrafiltration membrane facility which has been in service now for four years. Key project components included a new 10 MGD membrane system, thickening and dewatering facilities, and new chemical feed systems. Another critical aspect of the project was that the existing plant needed to remain in service until the new plant could be reliably commissioned. This required a very carefully orchestrated sequence of works, including temporary chemical feed systems. The new membrane installation required a host of cleaning chemicals, including sodium hypochlorite, sodium bisulfate, citric acid, and caustic soda. A new chemical feed area was constructed dedicated for the cleaning chemicals. AECOM also designed a temporary system to dose these cleaning chemicals while the new chemical feed area was being built. Temporary controls and interlocks were also required. This setup was successful in providing the necessary chemicals to the membrane plant while allowing for ease of switch-over to the permanent facility when ready. The membrane facility also required conventional chemicals, such as alum for coagulation, lime for alkalinity and pH adjustment, fluoride for dental hygiene, and sodium hypochlorite for primary disinfection. These chemicals were included as part of the existing facility. AECOM evaluated the condition of these systems and found complete replacement was not necessary. The work was limited to replacing day tanks and chemical feed pumps, and new interlocks with the SCADA system were needed. This saved considerable time and money for the project. Emulsion polymer feed systems for the thickeners and the dewatering centrifuge was also included in the project design. AECOM services included a feasibility study, pilot studies, design, construction oversight, start-up services, and a first-year operating assessment. MILITARY HIGHWAY 36” WATER MAIN (CHESAPEAKE, VIRGINIA) Owner: City of Chesapeake Department of Public Utilities, Keith Slicer, PE (757) 382-6503 AECOM’s Role: Design Engineer Contract Value: $364,800 Dates of Project: 2011 - 2013 Firms: AECOM Key Personnel: James Richards, PE, Gary Heisler, PE, Craig Riddle, PE

Description: AECOM provided design and construction phase services to the City of Chesapeake, Virginia, for the Military Highway 36” Water Main project. This project involves the installation of 4,400 LF of new 36” water transmission main to upgrade portions of its distribution system, increase available flow and reduce system pressures within the northern section of the city. Project features included multiple transmission system interconnections, detailed traffic control, replacement of deteriorating hydrant service saddles, additional fire protection, and associated appurtenances. The project area is a steadily traveled four-lane, divided roadway with multiple underground utilities, overhead power lines, and characterized by interspersed industry, businesses, churches, neighborhoods, and private residences, as well as intermittent wetlands and associated woodlands. AECOM prepared a route study and accompanying preliminary engineering report of water main alignment alternatives, including evaluations of impacts to existing utilities and traffic flow, identification of easement needs, construction sequencing, cost estimates and regulatory permitting requirements. The current design and follow-on construction services include detailed topographic surveys, environmental assessments and permitting, utility designation and/or test pitting, geotechnical evaluation, corrosion control, cost estimates, shop drawing reviews, RFI and/or claims evaluation and responses, and on-site construction inspection and management.

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VILLAGE OF HOLLAND WATER TRANSMISSION MAIN (SUFFOLK, VIRGINIA) Owner: City of Suffolk, Virginia, Craig Ziesemer (757) 617-7873 AECOM’s Role: Design Engineer Contract Value: $1.5 million Dates of Project: 2012 - 2014 Firms: AECOM Key Personnel: James Richards, PE, Gary Heisler, PE, Randolph Rostas, PE, Craig Riddle, PE

Description: AECOM is providing preliminary engineering, design and construction phase services to the City of Suffolk Department of Public Utilities for this transmission main project. This project involves installing 32,600 LF of 16" water main from the City's existing water distribution system to replace an aging community well system, which is owned and operated by the City, and resolve water quality and supply issues in this rural area of the city. In addition, the new water system improvements include design of a new 300,000-gallon elevated water storage tank, alterations to the City’s existing upstream booster pump station, development of a new water system pressure zone, demolition of the community well site, and new hydrant installations within the recently upgraded community water distribution system. The project corridor is characterized by rural residential and commercial properties, farmland, and pockets of wooded and wetlands areas. AECOM prepared a route study and accompanying preliminary engineering report of water main alignment alternatives which became the basis of design. The report included project corridor reconnaissance, field investigations, evaluation of route alternatives, impacts to existing utilities and traffic flow, identification of easement needs, coordination with hydraulic modeling efforts and pipe material evaluation, environmental and cultural resource investigations, wetland delineation, regulatory permitting requirements, and construction cost estimates. Design features included detailed topographic surveys, archaeological investigations, environmental assessments and permitting, utility designation and/or test pitting, geotechnical evaluation, hydraulic modeling, development of pump station SCADA control measures, detailed traffic control plans, trenchless crossing, easement plat preparation and negotiations, stakeholder coordination, cost estimates, shop drawing reviews, RFI and/or claims evaluation and responses, on-site construction inspection and management. AECOM is continuing to provide follow-on construction services for this project. Construction services include construction administration support, shop submittal review, and supplemental construction observation. CONSTRUCTION EXPERIENCE PEACE RIVER FACILITY WATER TREATMENT PLANT EXPANSION & REGIONAL INTEGRATED LOOP SYSTEM (VENICE, FLORIDA) Owner: Peace River Manasota Regional Water Supply Authority, Patrick Lehman (941) 316-1776 Garney’s Role: General Contractor Contract Value: $90.1 million Dates of Project: 2006 - 2012 Firms: Garney Companies, Inc., Boyle Engineering (now AECOM) Key Personnel: Jason Seubert, Tim Behler, Sam Flowers, Patrick Vidonish, Luke Cobb, Rob Fults, Steve Culp, Joe Monteleone, Tim Brodeur, Khalid Motiwala

Description: This project included the 30 MGD expansion of an existing water treatment plant and included the construction of new treatment units including PAC contact tanks, rapid mix tanks, solids contact units, chlorine

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contact tanks, filters, ground storage tanks, sludge thickener, belt filter press dewatering, new transfer, recycle and high service pump station, modifications and upgrades to the existing river intake, reservoir and high service pump station, and the construction of a new support facility including chemical storage and feed, maintenance building, electrical systems, and emergency generators. Other work included demolition and modifications to existing systems and facilities, as well as grading, paving, stormwater ponds and yard piping. The Regional Integrated Loop Pipeline System Phase 3A consisted of 47,500 LF of 48” steel pipeline, a new high service regional pump station, 5 MG concrete water storage tank, a 210 LF subaqueous crossing of the Myakka River via micro tunneling with 60” casing, and all pipeline appurtenances, including two metering stations and a flow control meter. Phase 1A consisted of installing nine miles of 24” ductile iron water pipeline connecting the Peace River Water Treatment Facility in DeSoto County to the Punta Gorda Shell Creek Water Treatment Plant in Charlotte County. Phase 1A also included the construction of a new pump station, 500,000 gallon ground water storage tank, and 7,300 LF subaqueous crossing of the Peace River via conventional cut and cover installation using 30” HDPE. SEMINOLE COUNTY REGIONAL WATER TREATMENT FACILITY AT YANKEE LAKE (SANFORD, FLORIDA) Owner: Seminole County, Florida, Carol Hunter, P.E. (407) 665-2021 Garney’s Role: General Contractor Contract Value: $32.6 million Dates of Project: 2010 - 2012 Firms: Garney Companies, Inc. Key Personnel: Tim Behler

Description: This project included the construction of a raw water pump station and intake structure on piles located on a canal off the St. Johns River and treatment facilities, including Kruger Actiflo Process, chlorine contact basins, sludge gravity thickeners, sludge dewatering process, belt filter press system, and polymer system. The project also included the installation of a pig launcher and retrieval station, construction of boat dock in the raw water pump station, underground piping from the raw water pump station to the treatment facility, pre-engineered and pre-fabricated structures, electrical, HVAC, plumbing, grading, paving and road construction, installation of a pre-stressed ground storage tank, electronic perimeter fencing, and miscellaneous appurtenances. WES BROWN WATER TREATMENT PLANT IMPROVEMENTS (THORNTON, COLORADO) Owner: City of Thornton, Colorado, Dennis Laurita (303) 538-7649 Garney’s Role: Construction Manager / General Contractor Initial Contract Value: $56.7 million Dates of Project: 2004 - 2006 Firms: Garney Companies, Inc. Key Personnel: None

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Description: This project is currently the largest retrofit of a conventional filter water treatment plant to a GE ultra filtration membrane water treatment plant in the world with special features built in for a 15 MGD reverse osmosis blended water process in the future. Garney managed the project’s multiple phases, transitioning from a 30 MGD plant to a 45 MGD submerged membrane treatment plant. The project included replacing the existing upflow solids contact clarifiers and rebuilding the existing pipe gallery. New facilities were added including chemical feed facilities, 3 MG clear well, 45 MGD high service pump station, maintenance facilities, and administration facilities. All of this construction was completed with no interruptions to the safe delivery of water to the citizens of Thornton. T-BAR WELL FIELD DEVELOPMENT & DELIVERY PROJECT - DESIGN / BUILD (MIDLAND, TEXAS) Owner: Midland Co. Fresh Water Supply District No. 1, Jay Edwards (432) 697-1447 Garney’s Role: Design-Builder Contract Value: $97.1 million Dates of Project: 2012 - 2013 Firms: Garney Companies, Inc. Key Personnel: Rob Fults

Description: This project included the design and construction of 205,500 LF of 48" steel waterline, 105,250 LF of 48" C303 waterline, 10,000 LF of 36" C303 waterline, and 100,000 LF of 6" to 24" PVC well field piping, all completed in 12 months. The project also included the construction of wells, tanks, high pressure pump station, and a terminus structure. The project included nearly 200,000 LF of rock excavation, 1,750 LF of hand-tunneled bores, and more than 115 air release valve structures. 30" WATERLINE ROUTE 607 AND ASHBY PONDS (ASHBURN, VIRGINIA) Owner: Loudoun Water, Susan M. Bour (571) 291-7988 Garney’s Role: General Contractor Contract Value: $2.9 million Dates of Project: 2012 Firms: Garney Companies, Inc. Key Personnel: Jason Seubert

Description: Installation of 8,280 LF of 30" ductile iron waterline requiring connections to previously installed facilities owned by Loudoun Water. Excavation of the trench was performed with hydraulic breakers and specialized rock buckets to ensure no impact to existing utilities. The project included two 48” rock bores totaling 320 LF under VDOT roadways. Open cut crossings of two perennial streams was performed requiring attention to best management practices to avoid undue turbidity and erosion in the streams. Due to aggressive ground conditions, a galvanic cathodic protection system was installed. One final scope item included the open cut installation through a park & ride location which required close coordination with VDOT and the public.

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DESIGN-BUILD (COLLABORATIVE PROJECT DELIVERY) EXPERIENCE WATER TREATMENT PLANT AND WATER RECLAMATION FACILITY SYSTEM EXPANSION - DESIGN / BUILD (DAVIE, FLORIDA) Owner: Town of Davie, Florida, Rick DeRosia, P.E. (954) 325-2788 Garney’s Role: Design/Builder AECOM’s Role: Lead Design Engineer Contract Value: $7.2 million Dates of Project: 2010 - 2012 Firms: Garney Companies, Inc. and AECOM Key Personnel: Tim Behler, Brian Daly, PE

Description: This project included the installation of all process equipment for a 6.0 MGD membrane water treatment plant and 3.5 MGD membrane bioreactor wastewater treatment plant. The project also included the installation of all below and above grade process piping, incidental concrete work, under slab piping in water treatment plant required for raw water, concentrate, filtered water and permeate services, reverse osmosis clean-in-place system interconnecting piping, degasification and odor control scrubber equipment including recirculation pumps and all piping and ductwork, water transfer pumps, high service pumps with associated piping, lime silo, volumetric feed, mixing, slurry and transfer pump system, and all interconnected piping. The installation of wastewater equipment included fine screens, grit removal, KUBOTA membrane bioreactor units, blowers, permeate, WAS and digester recycle pumps, UV disinfection, rotary sludge press, and chemical systems. HIALEAH REVERSE OSMOSIS WATER TREATMENT PLANT - DESIGN / BUILD / OPERATE (HIALEAH, FLORIDA) Owner: City of Hialeah, Florida, Armando Vidal (305) 556-3800 Garney’s Role: Design-Builder AECOM’s Role: Lead Design Engineer Contract Value: $54.0 million Dates of Project: 2010 - 2013 Firms: Garney Companies, Inc., AECOM Key Personnel: Jason Seubert, Khalid Motiwala

Description: The City of Hialeah selected the Garney / AECOM / Inima team to provide design, permitting, and construction management services for their new reverse osmosis water treatment plant. Garney’s portion of the contract included the installation of all process equipment, interconnecting piping, chemical storage and feed systems, and constructing cast-in-place concrete clearwell and biofilter structures for the construction of the plant. Through reverse osmosis, this new desalination plant treats 10 MGD of brackish water with the capacity to expand to 17.5 MGD. The project included drilling 10 wells to depths ranging from 1,000 feet to 1,500 feet deep. More than 16,000 LF of piping was installed at the plant site. The water treatment plant is aiming for the U.S. Green Building Council’s LEED Silver certification with several energy efficient features included in the design.

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UTILITY CAPITAL IMPROVEMENTS PROGRAM (UCAP) - DESIGN / BUILD (TAMPA, FLORIDA) Owner: City of Tampa, Florida, James Hudock, Sr. (813) 635-3411 Garney’s Role: Design-Build Team Member Contract Value: $30.1 million Dates of Project: 2008 - 2010 Firms: Garney Companies, Inc. Key Personnel: Jason Seubert, Sam Flowers, Rob Fults, Steve Mertz, Joe Monteleone

Description: In early 2006, Garney was chosen to be part of a Design-Build Project Team for a $250 million water and wastewater infrastructure program for the City of Tampa. Due to the size and complexity of several of the projects, Garney’s role on this team was to perform all of the open cut pipework on each of the projects within the program. Garney participated in design constructability reviews and budget development at 30%, 60% and 90% design levels, with the GMP set at 90%. Market conditions changed and the funding anticipated being in place for the projects was not there, and the full potential of the program was never realized. However, in three years, Garney built six projects totaling 73,000 LF of open cut pipeline installation with the majority being 42” and 48” pipe, all in a very urban area. Challenges on these projects included extensive dewatering in an urban environment, installation of large diameter pipe through downtown Tampa, relocation of existing utilities, roadway restoration including roadway and drainage reconstruction and final milling and overlay, maintenance of traffic and coordination with the City’s traffic department, and several large diameter tie-ins requiring bypass pumping and interceptor structures. V.C. SUMMER OWS WATER TREATMENT PLANT SYSTEM - DESIGN / BUILD /OPERATE (JENKINSVILLE, SOUTH CAROLINA) Owner: South Carolina Electric & Gas, Rodger Haynes (CB&I - EPCM firm) (704) 378-5281 Garney’s Role: Design-Builder Contract Value: $27.4 million Dates of Project: 2011 - 2014 Firms: Garney Companies, Inc. Key Personnel: Steven Culp

Description: The Offsite Water Treatment System (OWS ) is being constructed to treat raw water from the Monticello Reservoir and produce filtered and potable water for the V.C. Summer Nuclear Station, Units 1, 2 and 3. The landside portion of the OWS is to be constructed in an area known as the Phase 7A Ballfield Area and the marine services portion of work will be constructed in the Monticello Reservoir. This project includes all applicable licenses, permits, testing and certifications, design, materials procurement, fabrication, construction, installation, erection, startup, commissioning, and operation of the Offsite Water Treatment System. Additional work includes including a booster pump station, water treatment processing equipment, and an addition to the building.

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PART 4 - EXPERIENCE


CUMULATIVE RELEVANCE OF PROJECTS The Garney/AECOM Design-Build Team presents the reference projects listed above to showcase our team planning, design, management, and construction expertise for the work elements encompassed on the SMLWTP project, including, but not limited to:

Design and delivery of municipal water experience in Virginia

Membrane water treatment plants

Ancillary work for water treatment plants

Raw water intakes

Raw water pipelines

Water transmission mains

Pump stations

Collaborative project delivery experience

Subaqueous lines As one of the most experienced and competent construction firms in the United States performing only water and wastewater, we could list hundreds of similar projects. For example, on the pipe side alone, Garney has purchased and installed more American Cast Iron Pipe Company ductile iron pipe than any contractor in existence. We can say the same about steel pipe provided by Northwest Pipe Company. Garney has successfully delivered, via collaborative project delivery methods, more than 140 water/wastewater projects with a total value of $1.8 billion since 2000. One third of these projects were plant work, including numerous membrane plants and several intakes, and over a dozen were primarily pump station projects. The referenced construction projects from Garney provide recent relevant examples of successful delivery of scopes of work similar to that which is expected for the SMLWTP project. Included is a recent water main installation in the Commonwealth installed by our Virginia group; the same group that is currently installing two other pipe projects in North Carolina under the management of Sam Flowers, our proposed Construction Manager. In these referenced projects above, Garney demonstrates the successful, safe management and construction of:

3 projects that include membranes

5 projects with pump stations

4 raw water intakes

concrete work including clearwells and tankage

6 projects delivered via alternative delivery collaborating with the Owner and Engineer

These pipe projects provide successful examples of preconstruction evaluation and installation of various pipe materials including steel, ductile iron, HDPE, and PVC. These reference projects also provide examples of installations in similar ground conditions.

3 projects working in collaboration with AECOM

6 raw water transmission mains

3 water distribution systems

2 subaqueous pipe installations

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PART 4 - EXPERIENCE


From the reference projects provided by AECOM, they demonstrate experience designing and evaluating:

Raw water intakes and pump stations

Membrane water treatment plants

Water transmission pipelines

Intakes in a lake setting

Intake screen considerations

Raw water intake modifications

Floating reservoir intakes

Fixed intakes with screens

Vertical turbine raw water pumps

Pipeline design and construction in VDOT ROWs

Coordination with other utility companies

Design-Build project delivery Experience gained through execution of these and numerous other similar projects across Virginia and the United States, is reflected in our Design-Build Team’s understanding and approach to solutions presented in Part 5. The individual team members proposed for the SMLWTP project have all worked on similar projects and will bring that experience and expertise to this project. SAFETY Garney embraces a philosophy of safety and health excellence. Our safety culture, by design, empowers employees at all levels to accept ownership for safety and take whatever actions are consistent with our goal of eliminating all incidents. A detailed written Safety & Health Program is updated annually and kept on each jobsite. A complete training program is also provided for staff members, craft employee owners, and subcontractors. A project specific safety plan is developed and implemented on each project. Garney will take an aggressive, hands-on approach to the SMLWTP project’s specific safety program. The construction industry has historically been a high-risk industry. Garney has become a leading force in raising awareness and changing behavior with regard to construction safety practices. All employee-owners receive the required basic safety training early in their employment, followed by continuing education with training such as 10 and 30 hour OSHA training. Our goal of providing a safe work place is the motivation for our intensive safety training. You can be assured of exemplary safety practices from Garney and our subcontractors.

SAFETY STATISTICS 2013 2012 2011 2010 2009 2008

EMR 0.53 0.61 0.73 0.81 0.62 0.63

LWDIR 0.00 0.00 0.00 0.00 0.51 0.53

Regulatory agency coordination

Environmental permitting

Coordination with AEP/APCO

UF membranes of surface water

Finished water transmission and distribution

Residuals management system

Pilot & pre-treatment for source water for membrane

Pipeline route study / selection

Resident inspection

Easement acquisition

Construction staging and contract packaging

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PART 4 - EXPERIENCE


NAME (COMPANY)

MODEST C

REEK

CLAYTO

R LA

KE

FREED

OM PLANT

WILTO

N PLANT

MILITA

RY H

WY

HOLLA

ND M

AIN

PEA

CE R

IVER

WTP

YANKEE LA

KE

WES B

ROWN W

TP

T‐BAR W

ELL FIELD

LOUDOUN W

ATER

DAVIE W

TP / W

RF

HIALEA

H RO W

TP

TAMPA UCAP

V.C. SU

MMER

Jason Seubert (Garney)

Tim Behler (Garney)

Sam Flowers (Garney)

Patrick Vidonish (Garney)

Luke Cobb (Garney)

Rob Fults (Garney)

Steven Culp (Garney) Lee Cur s (Garney)

Bim Pope (Garney)

Joe Monteleone (Garney)

Will Kennedy (Garney)

Steve Mertz (Garney)

James Richards, PE (AECOM)

Troy Kincer, PE (AECOM)

Craig Hamilton, PE (AECOM)

Bill Clunie, PE, BCEE (AECOM)

Gary Heisler, PE (AECOM)

Simon Breese, PE (AECOM)

Andrew Romer, PE (AECOM)

Brian Daly, PE (AECOM)

Tim Brodeur, PE (AECOM)

Chuck Ziegler (AECOM)

Craig Riddle, PE (AECOM)

Randolph Rostas, PE (AECOM)

Andrew Freeland, PE (AECOM)

Steve Shugars, PE (AECOM)

Orlando Hernandez, PE, LEED AP (AECOM)

Khalid Mo wala, PE (AECOM)

Glen Reimer, RA (AECOM)

Sco Hodge, PE (AECOM)

Chad Van Hyning, PE (AECOM)

Mark Lawson, LS (AECOM)

Donald Seward, PE (AECOM)

Brenda Franklin AECOM)

Steve Weisberger, PE (AECOM)

Till Freihammer, PE (AECOM)

SUMMARY TABLE OF PROJECT TEAM AND REFERENCE PROJECTS

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PART 5 - PROJECT UNDERSTANDING AND APPROACH


We understand BRWA’s objectives for delivery of the project are as follows:

Priorities: Deliver as many of the identified priorities as funding and scheduling constraints allow.

Quality: Provide transmission, distribution, and treatment facilities that are sustainable and reliably produce required quantities of finished water in compliance with federal and state regulations and contractual standards for water quality over the range of raw water quality conditions.

Cost: Minimize capital cost and minimize life-cycle cost.

Schedule: Achieve interconnectivity by November 1, 2016, for construction and performance testing.

Risk: Achieve an optimal balance of risk allocation between BRWA and the Design-Build Team.

Safety: Implement an effective safety program incorporating best industry practices. The Garney/AECOM Design-Build Team has thoroughly reviewed the Request for Qualifications (RFQ), the Preliminary Engineering Report (PER) for the Smith Mountain Lake Water Treatment Plant (SMLWTP), and the other reference materials provided by Bedford Regional Water Authority (BRWA). Members of our team have also attended several Board of Directors meetings and attended the pre-submittal meeting. We have met and had discussions with BRWA staff, including Engineering Manager Rhonda English and Executive Director Brian Key. We have met with selected members of the BRWA staff and board to discuss the Progressive Design-Build process. We have also had discussions with various board members, the Owner’s representative William Johnson, and Elmer Handy, Operations Manager. Our team has also performed research on stakeholder group concerns. Our team has developed a clear understanding of the project objectives, risks and constraints, as summarized below. OVERVIEW OF PROJECT UNDERSTANDING Smith Mountain Lake is principally fed by the Blackwater and Roanoke Rivers and contained within an extensive drainage basin. The lake is, therefore, a reliable supply of fresh water with low turbidity and low iron and manganese, but moderate to high levels of total organic carbon (TOC). In addition to serving as a public water body, the lake also provides a significant recreational resource. Smith Mountain Lake is the raw water source water for the existing High Point Water Treatment Plant (WTP), a low pressure membrane treatment facility originally constructed in 1998 and recently expanded to 1.0 MGD. The High Point WTP supplies a maximum of 0.6 MGD to BRWA’s Lakes Central water system. It also supplies up to 0.4 MGD to Franklin County, a service area of the Western Virginia Water Authority (WVWA). The SMLWTP project essentially addresses regionalization goals. The BRWA independently operates three major public water systems: Lakes Central Region (served by the High Point WTP), the Forest/New London area; and the Stewartsville area. The BRWA purchases water from the City of Lynchburg to serve the Forest area and purchases water from the WVWA to serve the Stewartsville area. The SMLWTP project will provide a single water treatment plant capable of supplying both the Lakes and Forest areas, as well as interconnecting with the City of Bedford water system, in addition to the 0.4 MGD to the WVWA.

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Geographically, the City of Bedford bisects the Lakes and Forest areas, and is therefore ideally located for interconnection with BRWA’s grid. A report entitled Lakes-Bedford-Forest Water Supply Evaluation (Anderson & Associates, 2011) evaluated feasibility of this county-wide system, and the Virginia Department of Health (VDH) approved the plan although additional technical details were required. Therefore, in a follow-up report prepared in 2013 entitled Preliminary Engineering Report (PER) for the Smith Mountain Lake Water Treatment Plant, Andersen & Associates provided concept design criteria and costs for the new water treatment plant and associated facilities. As described in the PER, a new water treatment plant is proposed, referred to as the Smith Mountain Lake Water Treatment Plant (SMLWTP). The facility would be initially sized for a maximum of 6.0 MGD with expansion capacity up to 12.0 MGD. The SMLWTP would use the same treatment process that is used at the High Point Water Treatment Plant: in-line filtration using low pressure membrane technology. Specifically, the process will require expansion in capacity of the existing intake or a new intake in Smith Mountain Lake, with two miles of raw water pumping and transmission via a 30” force main to a location at the Radford Church Road site. The new SMLWTP site will house a raw water storage tank, membrane filtration units, clearwell for storage and disinfection, finished water pumps, and necessary appurtenances. The existing Pall membranes could be relocated to the new site for use as backwash water treatment units, thus enabling backwash water recovery. Residuals can be pumped to the Moneta Wastewater Treatment Plant. Finished water can be pumped to the existing Smith Mountain Lake tank, and from there the finished water will flow northeasterly through a new 24” water main along Route 122 to Bedford City and a new 20” water main from Bedford City to the Forest area. In the future, transmission hydraulics can be enhanced via construction of a booster pump station along the 24” main, as well as an 18” loop main to serve the Whitehouse Road area. Our Design-Build Team recognizes the importance and need to achieve interconnectivity by November 1, 2016, for construction and performance testing per the Reversion Agreement. Consolidation of the existing sewer and water utility systems in the two jurisdictions is critical to sound, long-term planning of County and Town development. Our team has reviewed the schedule in regards to meeting the November 1, 2016, date and note there is little room for project float. The SMLWTP project will require careful sequencing of the various project components and availability of on-call supplemental resources in the case of any negative occurrence outside the control of the team. Garney and AECOM both bring an unmatched pool of resources to supplement delivery should the need arise. The BRWA wishes to achieve an optimal balance of risk allocation between BRWA and the Design-Build Team. Control of costs is important to deliver as many assets as possible. This affects all stakeholders of the SMLWTP project. As one of the leading firms in the nation with regards to delivery of water and wastewater assets, Garney fully understand proper allocation of risk and have the capability to manage risks through economical approaches to mitigation. Risk must be assigned to the proper project stakeholder best able to mitigate the risk in the most economic fashion. Inappropriate allocation of risk leads to contingency driven higher capital for delivery of an asset. We understand the importance of protecting the safety of property and life of both local public stakeholders and that of the employee stakeholders. From both an ethical perspective and a public relations (PR) perspective, Garney is committed to upholding our historically high standards of safety.

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A similar concern with regards to local stakeholders is recognition of the need to limit inconvenience to the traveling public, local residents, and local businesses. Traffic maintenance plans must keep traffic flow from being disrupted. Driveways and access to homes and businesses must be kept open. Noise and dust must be kept to a minimum. Properties impacted by construction must be restored expediently and restored to a condition better than when work began. We also understand the need for an effective PR approach to keep the public aware of impending impacts and progress. The PR approach will aid in minimizing the impact of construction activities. By selecting progressive Design-Build delivery for the project, the BRWA is clearly committed to close collaboration with a Design-Build Team. Combined, Garney and AECOM have delivered $3.5 billion in water and wastewater assets via collaborative delivery in the last decade. As industry-leading firms in alternative delivery, we embrace the collaborative process. The Garney/AECOM Design-Build Team clearly understands the project elements and is conceptually knowledgeable about the SMLWTP project. We have already begun work on innovative solutions and approaches to achieve objectives and to deliver the maximum assets for the available funds. TEAM’S UNDERSTANDING OF CRITICAL SUCCESS FACTORS

In addition to the basics of the project as summarized above, there are a number of complexities that will influence the development and success of the project. The Garney/AECOM Design-Build Team fully appreciates these complexities, and we understand the diversity of project stakeholders is proportional to the reach of the project itself. Stakeholders often hold differing views of what constitutes the project’s impact and success. It is crucial that the undertaking is carefully planned, in a manner that is both systematic and transparent. One important way to keep the project on track with regard to public / stakeholder understanding and acceptance is to conduct workshops to convey options and receive input on topics such as pipeline alignment, colors and architectural styles for buildings and structures in neighborhoods, other neighborhood concerns (i.e., desire for low noise equipment, desire for low impact security lighting, etc.), environmental protection, sustainable design, low energy use cost of service, etc. The goal is to engage each stakeholder throughout the design and construction process. Through our review of the RFQ, the PER, and other documents, and our attendance at the pre-submittal meeting, our team is confident that we have developed an understanding of the critical success factors of this project. Many of these factors are consistent with other similar successful projects our team has delivered. Table 1 on the following page illustrates our understanding of the critical success factors.

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TABLE 1

APPROACH FOR MANAGING AND PERFORMING SERVICES - PHASE ONE The Phase One services, as described under Section 3.1 on page 7 of the RFQ, will bring the project to the point where an agreement between the Design-Builder and BRWA can be executed. As shown in our schedule attached at the end of this section, Phase One contains five parallel subtasks with key submittals and workshops identified. Sub-Task 1(a) Smith Lake Pilot Testing: The Garney/AECOM Design-Build Team concurs with BRWA that a disinfection byproduct control strategy must be part of this project. There are other water quality concerns that should be addressed as well. The “Summary of Water Treatment Objectives” at the end of this section discusses treated water quality concerns. BRWA must be cognizant of the impact of corrosion control upsets as a result of

CRITICAL SUCCESS FACTORS DESCRIPTION STAKEHOLDERS

1. Maintain Project Schedule Per consolidation agreement, BRWA has committed to a November 2016 project completion.

BRWA, Bedford County, WVWA, end users

2. Minimize Capital Cost

Project budgets have been established at $30 million, inclusive of professional services and permitting. Minimizing capital costs for each aspect of the project will ensure inclusion of more project components and a larger overall scope.

BRWA, VRA, WVWA

3. Sustainable Operation Costs

O&M costs must be sustainable and not a financial burden to BRWA and ultimately, rate payers. BRWA desires an automated facility for single-shift operations.

BRWA, WVWA, rate payers

4. Mitigate Construction Impacts

Construction of a WTP and pipelines must be sequenced and managed in a way to minimize disruption of service impacts to commuters and businesses along Routes 122 and 460.

Homeowners along rights-of-way, business owners, commuters

5. Assure Water Quality Standards

In order to maintain consumer confidence, new water treatment process and distribution system must comply with water quality standards, particularly DBPs and taste and odor issues.

End users, BRWA, VDEQ

6. Achieve Public Acceptance Potential changes in user rates, construction activities, and installation of new intake are activities that can be expected to receive heavy public scrutiny.

High Point Property Owners Association, Smith Mountain Lake Association (SMLA), rate payers

7. Environmental Permitting and Stewardship

BRWA will need to satisfy commentary and concerns from environmental interest groups as well as VDEQ and DPH.

VDEQ, Citizens for the Preservation of the River, Lake Cleanup Committee, SMLA

8. Provide Ease of Future Expansion

Planning of the WTP and supporting infrastructure must allow for phased implementation, should budgetary constraints exist.

End users, BRWA, WVWA

9. Risk Equity Design-Build Team and BRWA will need to collaborate for an equitable share of the project risk.

BRWA, Design-Build Team

10. Assure Safety of Public and Project Personnel

Project must be handled in a way that assures safety to the public, BRWA, and contractor’s personnel. BRWA, Design-Build Team, general public

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introducing new water to an existing distribution system. Our Design-Build Team also believes that a more advanced pretreatment step ahead of the membranes may assist in meeting these goals (supported by high TOC and occasionally high turbidity of raw water). We believe this pretreatment step could minimize O&M costs in the long run and provide a major benefit to BRWA in terms of reliable finished water quality. Therefore, following a review of all water quality information, our Design-Build Team will prepare a screening of treatment alternatives for consideration for pilot testing. During our first workshop together, we will review these recommendations with BRWA to gain consensus and hear concerns and other ideas. A pilot study provides design criteria for subsequent design activities, confirms the efficacy of select technologies, and can be used to compare alternatives. A pilot program can result in significant long-term savings in operations costs and for this project. We believe that a focused pilot study can provide the basic information needed to enhance several aspects of the water treatment process, including DBP control, disinfection, and membrane operations. Although this will initially bear on the project schedule and budget, BRWA will benefit in the long run. The Design-Build Team will attend the Preliminary Engineering Conference (PEC) prior to initiating the pilot testing. Our Submittal No. 1 will be the final pilot testing protocol, which will be compiled only after consultation and approval from both BRWA and the Virginia Department of Health (VDH). In Subtask 1(a), the piloting will assess the cold water operating conditions which generally results in the lowest membrane flux and most challenging conditions for chemical kinetics, including coagulation. From our experience, we believe a 30-day testing period will be adequate, especially in light of existing full-scale operating experience on this same water supply. Preliminarily, the testing will evaluate TOC removal, membrane flux, membrane pre-treatment with clarification, and possibly look at chloramines for secondary residual. Assuming the piloting can begin in early January, Submittal No. 2 - Cold Water Testing Pilot Study Report can be provided by mid-February. Subtask 1(b): The cold water season of piloting will help to refine the treatment approach so that the efforts of Subtask 1(b) can be on solid footing. Workshop No. 3 will present the process alternatives (as supported by the pilot testing) that our team will incorporate into the water treatment system concept design development. In this effort, we will prepare concept designs and cost estimates for options that allow BRWA to phase the implementation or defer cost of the project in accordance with the priorities listed in the RFQ. We will prepare alternatives for a 1.0 MGD expansion versus a 4.0 MGD new facility upgradable to 6.0 MGD, and a 6.0 MGD facility upgradable to 12.0 MGD. The cost of the intakes and pump stations that attend these alternatives will be included. These concepts and costs will be developed in Subtask 1(d). With this approach, the Project Team will be able to objectively assess the cost implications of the various options and to better inform the Project Team during the decision-making process. Submittal No. 5 will present the concept level capital and operating cost estimates for the treatment options.

The Design-Build Team will use the workshop approach to facilitate an open forum for the exchange of ideas and to hear concerns from all parties. This creates an open, transparent environment by which BRWA and Design-Build Team can operate as a partnership. We would also recommend including Virginia Department of Health into the workshops when appropriate. Workshops can be held as face-to-face meetings, either in BRWA offices or in AECOM’s Roanoke office, or can be conducted as conference calls or webinars.

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Subtask 1(c): In this effort, pipeline alternatives alignment and materials will be evaluated with input from Garney, and use of GIS tools (NET) for topographical information. The location of proposed transmission lines of this size will require a great deal of coordination with both public and private entities alike. Initially, it appears that a proposed waterline could be constructed within the existing Virginia of Department of Transportation (VDOT) right of way along Route 122. VDOT will be very interested in this project for several reasons. VDOT will want to know what other options exist and why their right-of-way is the best option. They will want to know the impacts to the existing road network and if the proposed waterline will impact the future maintenance of their facilities. There are already planned roadway improvements within the 21-mile corridor. We must determine how these will be addressed. The above items are just a few of the potential coordination issues. The greatest opportunity for success in choosing the correct location is proper planning. The first step is to determine preliminary alignment and the pros and cons of the alternatives. Following this step, Workshop No. 2 will be to hold a meeting with BRWA and VDOT to include Salem District Staff, the District Utilities Coordinator, and Bedford Residency Land Development Staff, to review the alternatives. This will give all parties the opportunity to understand the challenges of undertaking a project of this magnitude and the potential impacts. Following the meeting described above, the concepts will be further developed and screened in order to identify the preferred route. BRWA will be updated as this selection process continues. During this development stage, constructability reviews will take place to avoid potential pitfalls. For example, the number of stream crossings and associated permitting will be determined. VDOT will not be very receptive to attaching a waterline to their bridge structures. A land use permit between BRWA and VDOT must be issued for work performed within the VDOT right-of-way. Once the preferred alignments are established, the Garney/AECOM Design-Build Team will engage the services of local survey firm, Shrader Engineering and Land Surveying, for ground control, Aerometrics, Inc. for aerial mapping, and local geotechnical firm ECS. This work will obtain specific topographical, soils and utility data to support development of the concept design and cost estimates for the pipelines. This information will be provided in Submittal No. 3. Subtask 1(d): This subtask evaluates intake scenarios. For the 1.0 MGD existing High Point Water Treatment Plant expansion, a modification of the existing intake can be considered as described in the 2013 PER (A&A). The two intake alternatives that were

For the Genpower project in Pennsylvanyia, AECOM used GIS tools for a water supply transmission line and associated water treatment plant for a coal-fired power plant. Water is supplied from the Monogahela River to a water treatment plant one mile west of the river, then continues southwest for a total length of four miles. Several dozen maps were created (see Figure below), including various proposed pipeline routes, pre- and post-development details for the water treatment plant, erosion and sediment control plans, parcel ownership, soil, vegetation, and flood maps, and a set index and detailed grid maps for the selected pipeline route. Detailed grid maps included pipeline profile charts developed from CAD survey elevation data.

Genpower Pipeline Alternatives Analysis

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evaluated in the A&A report included the use of buoy-supported floating screens (like the existing intake) and an adjustable screen supported on a fixed pier structure. The A&A report recommended the fixed screen option. During the alternatives evaluation, consideration will be given to minimizing future construction activities in Smith Mountain Lake and cost. It is our understanding that BRWA would prefer to conduct construction activities in the lake one time and not re-enter the lake for future intake expansion. For the higher flow volumes, a new intake and pump station will be required. Our team will obtain bathymetric data of the lake bottom for use while developing the concept design of the intake. Submittal No. 4 will include the concept layouts and cost estimates for the intake and pump station efforts. These costs will also be integrated into the WTP concept cost estimates on Subtask 1(b). Subtask 1(e): All previous Phase One efforts will culminate into the Basis of Design Report (BODR), which itself will form the basis for the development of a preliminary Guaranteed Maximum Price (GMP) and schedule. Before the BODR can be finalized, a value engineering session is warranted. This will be the focus of Workshop No. 4. By the time Workshop No. 4 is held, all parties (including VDH) will have taken part in the development of the various concept design components. BRWA will have received the preliminary design documents and cost estimates. Thus, Workshop No. 4 will not necessarily present new design concepts; rather, it will provide a forum for coalescing existing information, reviewing total project costs, and identifying ways to reduce or offset project cost (value engineering). The Garney/AECOM Design-Built Team will manage this VE workshop by consolidating the information and costs into a matrix for ease of comparing options. It is expected that this workshop may extend over the course of three or four days, as necessary to launch the efforts of the draft BODR in the right direction. Submittal No. 6 will contain the draft BODR and preliminary GMP, for review by BRWA. At this juncture, it is expected that the final pipeline alignments, water treatment approach and capacity, and intake and pump station concepts will be known. Workshop No. 5 will review the draft BODR, and following comments received by BRWA, Submittal No. 7 will present the final BODR and revised preliminary GMP. Subtask 1(f): It will not be possible to complete the second season (warm water) of piloting prior to submittal of the GMP in May of 2014. However, this piloting is warranted, as confirmation step, to ensure that the warm water conditions with likely the highest source water TOC will not appreciably alter the design approach. To mitigate this scheduling issue, an initially robust water system basis of design is recommended, to conservatively influence the GMP value. After the warm water season is concluded, the basis of design can be refined. Contingency can be provided in the GMP for potential revisions to costs. The results of the cold water season of piloting will better inform the Garney/AECOM Design-Build Team as to the extent of this cost allowance. Submittal No. 8 will be an addendum to the Cold Water Pilot Report to summarize the warm water testing results. Subtask 1(g): Pre-final design of the water treatment plant, pipelines, intake and pump station will begin as soon as the final BODR is accepted by BRWA. In this effort, the concept designs that were initiated in Task 1(e) above will be advanced to a 60% level of completeness to enable the final GMP to be prepared. It is expected that the 60% design final GMP and Comprehensive Agreement can be completed by early 2015. The 60% design documents will be submitted to BRWA and VDH in Submittal No. 9. These will be reviewed in follow-up Workshop No. 6, which will involve a 60% VE review.

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PHASE TWO Phase Two will complete the design of the various project components and will involve construction and start-up. Subtask 2(a): Final design of the water treatment plant, pipelines, intake and pump station will begin as soon as the Comprehensive Agreement is finalized (summer of 2014). In this effort, the 60% designs that were initiated in Phase One will be completed. Similarly, Submittal No. 10 and subsequent Workshop No. 7 will provide the final VE at 90%. Environmental and construction permitting efforts will be ongoing, in parallel with the design, so that the necessary permits are secured prior to construction. Subtask 2(b): Construction can commence in the spring of 2015, assuming there are no prior uncontrollable project delays. It is expected that construction of the water treatment plant, pipelines, intake and pump station can occur simultaneously. Subtask 2 (c): Construction of the project will be completed by late spring or early summer of 2016, as shown in our preliminary project schedule. The final testing and disinfection of the pipelines will be completed by June 2016, followed by the completion of the water treatment plant commissioning by August 2016. All project components will be operational by no later than October 2016 in accordance with the RFQ, for final project completion by November 2016. SUMMARY OF WATER TREATMENT OBJECTIVES We understand the High Point Water Treatment Plant has served BCPSA, and now BRWA, since it went into service in 1998. We also appreciate that the use of low-pressure membranes is common in Virginia. Our Design-Build Team will benefit from AECOM’s experience in the area of low-pressure membrane, and water treatment generally, to facilitate a successful response to the BRWA’s goals. To that end, while the existing membrane system has worked as intended, we see opportunities for improving compliance and reliability. We have identified some issues that should be considered below. Controlling Disinfection Byproducts (DBP): The RFQ states that DBP control is a key objective. The BRWA system has shown elevated levels of both HAAs and TTHMs. The PER discusses the use of flushing and tank mixing to reduce water age and help off-gas TTHMs. While this will help with TTHMs, HAAs are not strippable and could pose a more challenging compliance parameter than TTHMs. Also, the extension of new water transmission mains will actually increase water age, compounding the DBP problem. To add complexity to this DBP problem, the Stage 2 Disinfection/Disinfection By-product Rule (D/DBPR) will require a more stringent compliance mode starting October 2013. The Stage 1 rule allows utilities to average the results of all DBP values per quarter, and this is then reported as the quarterly average. The quarterly average is then used with the preceding three quarterly averages to compute and report the running annual average. In this compliance mode, distribution system high DBP “hot-spots” are offset by areas where DBPs are usually lower, which helps compliance. The Stage 2 rule will consider each sampling site as an independent compliance point. Thus, “hot-spots” could be problematic in the future.

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Another option that can be considered for reducing DBPs is the use of chloramines for secondary disinfection. Chloramines are much less reactive with organic matter and result in lowers DBPs. Chloramines also provide a longer lasting residual. However, nitrification and public acceptance concerns are drawbacks. Impact of Pretreatment: The reduction of total organic carbon (TOC) is a very effective means of reducing the formation of DBPs. There are many options for achieving TOC reduction, including the use of ion exchange, carbon, or coagulation/clarification, as examples. Our Design-Build Team suggests that a brief pilot study program be considered to evaluate impact of pretreatment, not only on DBP formation, but also as a means of enhancing membrane performance. A secondary benefit of coagulation/clarification is that it would be ahead of the membranes. AECOM has found that this practice can add another 30% to 50 % on membrane production capacity, in addition to lowering the TOC. This has major implications on operating costs and membrane life, and we feel this is worth exploring with the BRWA at the onset of the project via a focused pilot study. Distribution System Concerns: Currently, BRWA is operating three independent surface water systems. Each system likely has a different corrosion control profile, with services containing different form of lead scales. It is very important to maintain the lead scales intact, to not expose services to corrosion. In order to achieve this, it is necessary to maintain the existing corrosion control parameters of alkalinity, pH, oxidation reduction potential, and dissolved inorganic carbon. It may be necessary to examine the existing lead scales and also conduct a pipe loop study to evaluate the effects of the new water on the existing services. Phase Two construction services will commence following completion of design of the work, at the raw water intake, raw water transmission line, water treatment plant site, and the water distribution system sites. Garney typically performs between 65% and 75% of construction on projects with similar mixes of disciplines of work. Field forces will be drawn from our Virginia and North Carolina operations as well as our wholly owned subsidiary, Encore Construction Group. Additional forces will be hired locally. Items of work that Garney will not self-perform will be subcontracted to specialty subcontractors and managed as per the discussion in Part 3 under the Approach to Management of Firms heading. Our proposed approaches to the bullet points under Section 5.3.6, on page 17 of the RFQ, are addressed below. RECOMMENDED APPROACH TO PUBLIC COMMUNICATIONS AND PUBLIC ENGAGEMENT The Smith Mountain Lake Water Treatment Plant and Lakes to Forest Waterline Extension project is about creating a community asset. It is critical that the public at large and other stakeholders be engaged and informed throughout the planning, design, and construction processes. The engagement process approach can’t be achieved through meetings alone. It must be multi-media, fresh, accessible, and meet the test of transparency and clarity that the community needs. It must welcome and embrace both the positive and negative voices in order to gain knowledge and to move toward buy-in. During Phase One, public engagement will take the form of information sharing, communication of alternatives and proposed solutions, and obtaining input from stakeholders regarding preferences and alternatives. These alternatives could include pipeline alignments, layout of the turnaround near the RWI, and colors and architectural styles for

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structures visible from neighborhoods. Other topics for input from stakeholders include concerns about noise, operation of equipment, safety, traffic control, security lighting, environmental protection, and impacts on local businesses and economy. During Phase Two, public engagement will address communication of implementation of the plans formulated following the above engagements. Communication topics could include impact of items of work planned in the near future, restricted or inconvenient access to streets, homes and businesses, safety notifications, noise, dust and debris, increased traffic, and impacts from other construction activities. Specific to the objectives of the project, public engagement will include the following:

Mitigate Construction Impacts: A communications strategy will be proposed by the Consultant and approved by the Project Team to include steps such as:

Written notice of potential impact to affected homeowners and businesses with Q&A phone and email contact

One-on-one meetings between the Design-Build Team and affected homeowners and businesses

Community meetings to bring clarity on the scope and process of the project

A Web-based presence with mapping and project information

Achieve Public Acceptance: “Public” is generic to both the community at large and specific stakeholders (like property owners). Steps would include:

Community wide meetings at the beginning, middle and end of the planning process

Targeted stakeholder presentations during the planning phase that captures relative benefit and challenge and acknowledges in a summary format

FAQ would be posted on a web-based platform.

During Construction the Steering Team might be expanded to reflect the stake holder groups. COLLABORATIVELY EVALUATING PROJECT PRIORITIES Our approach to evaluation of priorities relies upon collaboration between the Design-Build Team and BRWA. As described above under Overview of Project Understanding, our team will use the workshop approach, in addition to normal daily communications via telephone and email and regular face-to-face interaction, to collaborate with the BRWA. BRWA has been clear in the RFQ regarding project priorities. We fully appreciate that it will be necessary to evaluate which project components are ultimately pursued, based on cost and schedule constraints. Therefore, we have structured the subtasks in Phase One in such a way to allow the Project Team to compare the cost of various options before moving ahead with the GMP development. Based on many years of experience, we can apply known cost history to determine realistic, high-level budgetary costs of each desired assets. From that point, we will re-evaluate BRWA’s priorities in conjunction with BRWA and develop a realistic expectation of what can be delivered for available funds. Schedules will be developed as feasible assets for delivery are identified. From the point of determining what assets can realistically be delivered, budgets and schedules are further defined and refined working with more activities delineated. As investigations such as

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geotechnical and source water samples are completed, a more accurate estimate of cost of delivery and time required to deliver, comes into focus and can be further refined. As design develops, schedules shall be expanded in detail. HOW RISK FACTORS WILL BE IDENTIFIED AND ADDRESSED Both AECOM and Garney are experienced in the Design-Build arena, and as a team, we have deep insight into project vulnerabilities and pitfalls that can interfere with the success of the project. The subject of risk in construction can be broad and deep. There are multitudes of categories of design and construction risks. Our first step is determining which risks might affect the project and documenting their characteristics. Risk identification is an imperative process and provides a formal opportunity for project members to identify and capture information related to potential risks and opportunities on the project. Following identification of potential risks, the team shall analyze the risk item. We will perform two general analyses of potential items of risk:

Qualitative Analysis: Prioritizing risks in terms of impact on the SMLWTP project. Qualitative analysis normally includes prioritizing risks in terms of their critically and potential impact on the project.

Quantitative Analysis: Measuring the probability the risk will impact the project and quantifying the degree of impact that it will have on project cost, schedule, quality, or objectives. Following analysis, the team will formulate an appropriate strategy to respond to the identified risk. Responses generally come in the form of one of the following four options:

1) Elimination or avoidance of the risk so the potential impact is no longer of concern to the project.

2) Transference of risk to a third party (insurance, hedging, contracting).

3) Mitigation by preparing actions to minimize the impact of the risk on cost, schedule, quality, or objectives.

4) Acceptance of the risk as inherent to the project. Acceptance is often an acceptable response for high consequence, low likelihood risks. The risk must then be closely monitored to formulate appropriate responses if the risk does materialize.

HOW DESIGN AND CONSTRUCTION PROCESSES WILL INTERFACE As recognized industry-leading Design-Build firms, Garney and AECOM understand that a fast-track project schedule requires a nimble approach. The Garney/AECOM Design-Build Team will collocate at AECOM’s nearby Roanoke office during Phase One work. This arrangement allows the AECOM design team to have direct input and participation from Garney (and vice versa) during Phase One. This collaboration facilitates innovation, cost savings and timely identification of constructability issues that could be encountered, and provides direct interface between the design and construction processes. We will develop interim design review sessions along the way, in addition to the concept level, 60% and 90% VE design reviews. These sessions will prevent costly corrections and revisions. As previously mentioned, there is little room for project float. We recognize this requires careful sequencing of the various project components and availability of on-call supplemental resources in the case of any negative occurrence outside the control of the team. Garney and AECOM both bring an unmatched pool of resources to supplement delivery should the need arise.

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Driven by the limited float and need for careful sequencing, we have prepared a preliminary project schedule, with tasks and subtasks, for both phases of the project, attached at the end of this section. The schedule serves to illustrate our approach for management and performance, with key milestones identified. As design moves forward, and Garney is providing constructability input and refining schedule, we will exploit opportunities in constructability reviews that allow for more efficient sequencing of work or simultaneous work. The same collaboration and open lines of communication that will be used between the Garney/AECOM Design-Build Team and BRWA will be implemented when dealing with State agencies and permitting authorities. Our Design-Build Team will be in routine contact with VDH, VDEQ, and local agencies to ensure that permits will be secured in a timely fashion, and that no back-tracking will be required, which would otherwise hurt the project schedule. The Design-Build Team will observe the PEC and PER approach that VDH requires when constructing water treatment facilities. During construction, AECOM will provide full-time support both in the field and in the office, to assist with question or clarifications they are received from field staff, and to provide timely design modifications that may be necessary. PROCESS FOR DEVELOPING THE GMP, INCLUDING THE AMOUNT OF COST CONTINGENCY Throughout Phase One, there will be collaboration with all members of the Project Team. This collaboration will be greatly enhanced through the collocation in Roanoke of the AECOM and Garney team during Phase One work. This cooperation and collaboration will provide for input on constructability, schedule, and budget while the project is in the design phase. This direct teamwork during Phase One will greatly help the efficiency of Phase Two. Cost estimates will be updated as necessary to maintain our attention on budget and cost effectiveness. At the concept, 60% and 90% stages of design, value engineering (VE) and constructability reviews will be completed. Following those reviews, detailed cost estimates will be prepared for each element and submitted for review by the entire Project Team in an open book fashion. The same personnel that will be involved in the construction of the project will be involved with VE, constructability and cost estimates. Additional detailed information on GMP development is provided in Part 6 - Cost Factors. Contingency dollars will be built into each of the above referenced cost estimates at concept, 60% and 90%. Historically, we use two contingency allocations. The first is Project Contingency which is controlled by the Project Team. The second is Project Allowances which will be controlled by BRWA. The first step in developing each of these will be for the Project Team to review a Risk Matrix to determine who will carry the various risks on the project. As an example, asphalt overlay could be placed in either allocation. To determine how to allocate for that risk, it would be reviewed by the Project Team and a selection on who will carry that risk. All contingency dollars will be included in the GMP. As design progresses, the amount of dollars in each contingency category will be refined and decrease until a final dollar amount is agreed to at the 90% design level. Monies remaining in the Project Contingency allocation will be split 50/50 with BRWA. All of the monies remaining in the Project Allowances will belong to the BRWA.

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WORK COMPONENTS CRITICAL TO THE PROJECT’S SUCCESS The Garney/AECOM Design-Build Team has identified the following items as critical to the project’s success. While the goal is that none of these items come at the expense of other items, we have ranked these in descending order based on our review of the RFQ, pre-submittal meeting, and review of other documents.

1) Control costs: We understand there is a fixed budget, and individual end results the BRWA has placed a priority on achieving. Through our collaborative collocated approach, VE process, scheduled workshops, and innovation in design, the Design-Build Team will maximize the project budget so the priorities are achieved first, followed by a plan that allows for judicious use of remaining funds to achieve the lower priorities.

2) Maintain the project schedule: Working side by side with BRWA, the Garney/AECOM Design-Build Team will develop a realistic project schedule with critical path items clearly identified. The design team and contractor will work together to head off issues that could impact the schedule. In the case of any negative occurrence outside the control of the team, supplemental resources will be called upon to regain the schedule.

3) Select most appropriate treatment processes: Our team will use AECOM’s expertise to develop a pilot testing protocol that is conservative and challenging to the selected processes. This will ensure reliable future full-scale compliance with today’s regulation as well as future regulations.

4) Public support: Sequencing of construction activities, particularly pipeline work in public areas, if not carefully planned can cause significant disruption to residents and businesses. A construction sequencing plan, with road closure and traffic control plans, will be developed well in advance of construction to mitigate these concerns. Our public relations approach and implementation will work to garner public support and minimize impact to the public.

PROJECT APPROACH UTILIZING THE PRIORITIES LISTED IN SECTION 2.1 AND THE GIVEN BUDGET The project approach is illustrated in the preliminary project schedule attached at the end of this section and described in the paragraphs above. COLLABORATIVE RELATIONSHIP WITH THE AUTHORITY The Project Team’s primary members are Garney, AECOM, and BRWA. The SMLWTP project, with the affected stakeholders, is our collective client. Our Design-Build Team embraces the collaborative approach. We welcome this approach so much, we have chosen to collocate Garney and AECOM forces in Roanoke during Phase One. Garney and AECOM personnel will be less than 35 miles southwest of BRWA offices and always available for face-to-face communication during Phase One design, schedule and cost development. Our use of scheduled workshops will foster interaction and collaboration between all parties. Troy Kincer of AECOM will act as BRWA’s primary local point-of-contact. Troy will be fully available to handle questions, concerns, and comments as they develop. The BODR will establish the project schedule and preliminary GMP costs, and BRWA will be directly involved from the beginning in the development of the BODR, thereby ensuring direct participation. During design development, scheduled workshops and VE reviews will allow the BRWA to weigh in on the design as it progresses.

SMITH MOUNTAIN LAKE WATER TREATMENT PLANT AND LAKES TO FOREST WATER LINE EXTENSIONPreliminary Project Schedule and Approach

Sub-TaskDescription

Phase 1 Preliminary Design Development1 (a) Smith Mountain Lake Pilot Testing (per VDH WM 880)

Review water qualityScreening of pre‐treatment technologies/strategies

Workshop No. 1 ‐ Review recommendations for pilot study testing 1

Attend VDH Preliminary Engineering Conference (PEC)Submittal No. 1 ‐ Submit FINAL Protocol to BRWA/VDH 1

Mobilize & Conduct Cold Water Pilot Testing

Submittal No. 2 Prepare & Submit Cold Water Testing Pilot Report 2

1 (b) Water Treatment Process Concept Design Development

Workshop No. 3 ‐ Review recommendations from pilot report 3

Concept design of 1‐mgd expansion of High Point WTP

Concept design of 4‐mgd facility (expandable to 6 and 12‐mgd)

Submittal No. 5 ‐ WTP(s) Concept Design and Cost Estimates (CAPEX & OPEX) 5

1 (c) Pipeline(s) Planning Develop preliminary alignment alternatives

Workshop No. 2 ‐ Review & select alignment alternatives with BRWA & VDOT 2

Conduct technical/cost analyses of alternative routes Begin borings/survey of alignment routes/Initiate permitting process

Submittal No. 3 ‐ Pipeline(s) Concept Design & Cost Estimates 3

1 (d) Intake Planning Develop concept design of 1‐mgd existing intake expansion

Conduct bathymetric survey for 6‐mgd intake Borings & survey of location for new pump station

Submittal No. 4 ‐ Intake(s) and PS Concept Design & Cost Estimates 4

1 (e) Basis of Design Report (BODR)Workshop No. 4 ‐ Value engineering of previous concept design submittals 4

Prepare DRAFT BODRSubmittal No. 6 ‐ Submit DRAFT BODR 6

Workshop No. 5 ‐ Review DRAFT BODR 5

Submittal No. 7 ‐ Submit FINAL BODR with preliminary GMP 7

1 (f) Complete Pilot Study (confirmatory)Mobilize & conduct warm water testing

Submittal No. 8 ‐ Submit Addenda to Pilot Study Report 8

1 (g) PreFinal Design of WTP, Pipelines, IntakeFinish 60 % Design and prepare GMP

Submittal No. 9 ‐ 60 % Design for VDH & BRWA review and GMP and Proposal for Comp Agreement 9

Workshop No. 6 ‐ VE Review of 60% design submittal and Review GMP with BRWA 6

Legend= Workshop/Meeting, number= Submittal, number

2013Nov Dec Jan Feb Mar Oct Nov Apr May June July Aug Sep

2015JanDec

2014

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SMITH MOUNTAIN LAKE WATER TREATMENT PLANT AND LAKES TO FOREST WATER LINE EXTENSIONPreliminary Project Schedule and Approach

PHASE 2 DESIGN COMPLETION, CONSTRUCTION, START-UP

2(a) Final Design of WTP, Pipelines, IntakePrepare 90 % Design

Submittal No. 10 ‐ Submit 90 % Design for VDH & BRWA review 10

Workshop No. 7 ‐ VE Review of 90% design submittal 7

Final Design Submittal No. 11 ‐ Submit 100 % Design for VDH & BRWA review 11

2(b) Construction Pipeline(s)

WTP Intake & Pump Station

2 (c) Start-up & Commissioning, TestingPipelines

Water Treatment Plant & IntakeOther Priorities

Legend= Workshop/Meeting, number= Submittal, number

Sep Oct Nov DecDec Jan Feb May Jun Nov2014

Mar Apr May Jun Jul Aug Jul Aug Sep Oct2015 2016

Jan Feb Mar Apr

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Page 43 of 50

PART 6 - COST FACTORS


Please refer to Volume II for information on our cost factors, which we consider proprietary.

JASON SEUBERTPRINCIPAL-IN-CHARGE & D-B TEAM LEADER

RELEVANT EXPERIENCE

CITY OF TAMPA – Tampa, Florida

Utility Capital Improvements Program (UCAP) – Design/Build $250.0 M

Garney teamed with CH2M Hill to perform a five‐year program targeted at upgrading the city’s potable

water, wastewater, and storm water infrastructure. FLORIDA KEYS AQUEDUCT AUTHORITY – Key Largo, Florida

FKAA Transmission Main Replacement $6.8 M

Replacement installation of 31,000 LF of 36” steel pipe, and relocation of 3,500 LF of 8” and 6” water main.

Jewfish Creek Bridge – Design/Build $6.4 M

Installation of 7,500 LF of 36” steel water main attached to side of newly constructed bridge. Also included

2,000 LF of 36” steel pipe installed underground on either side of bridge. PEACE RIVER MANASOTA REGIONAL WATER SUPPLY AUTHORITY – Venice, Florida

Regional Integrated Loop System – Phase 3A and Phase 1A Interconnect Project $34.2 M

Installation of 95,000 of 48”and 24” DIP water transmission pipeline, two high service pump stations, and

two water storage tanks. Includes subaqueous river crossing, extensive dewatering, and meter stations. CITY OF HIALEAH – Hialeah, Florida

Reverse Osmosis Water Treatment Plant – Design/Build/Operate $54.0 M

New 10 MGD (expandable to 17 MGD) water treatment plant that included mechanical, process structural

concrete, yard piping, process piping, and equipment installation. Piping includes up to 36” HDPE, PVC,

duplex stainless steel, DIP, and Halar double contained chemical piping. Equipment installed includes five

RO units and membranes, CIP system, high service pumps, bio‐trickling filter, de‐gasifier system, chemical

feed system, lime storage and feed equipment system, sanitary sewer pumps, static mixers, and clearwell.

Career Summary Employed by Garney since: 1994

Employed in industry since: 1991 Education Central Missouri State University

B.S. in Construction Engineering

April 1994 Affiliations & Certifications FSAWWA Board of Governors,

Contractors Council Chair

OSHA Competent Person

Florida Certified Utility

Contractor, Building Contractor

Confined Space Safety Trained

First Aid and CPR Trained

OSHA 10‐Hour Trained

FDOT Intermediate

Maintenance of Traffic Trained

PROFESSIONAL SUMMARY Jason has overseen Garney’s Southeast region since 1999, and in that

time has built pipeline projects totaling more than $239 million

throughout the state ranging from 12” to 84” in diameter. Jason has

been with Garney since his graduation from college and has provided

leadership on some of the company’s largest and most prominent

projects in the Florida region. Jason is responsible for multiple business

aspects, including bid decisions, estimating, project oversight, risk

management, resource allocation, and business development. Jason

was promoted to Vice President in 2007 and became COO in 2011.

References Bradley Collier

Jacksonville Electric Authority

Ph: (904) 665‐6493

Amanda Rice

Tampa Bay Water

Ph: (813) 929‐4507

Debbie Bradshaw

Orlando Utilities Commission

Ph: (407) 649‐4439

Tom Walker

Florida Keys Aqueduct Authority

Ph: (305) 296‐2454

PASCO COUNTY UTILITIES – Pasco County, Florida

Central Pasco Water System Improvements $14.6 M

Installation of 84,450 LF of 12” to 36” ductile iron water main and 55,200 LF of 16” to 24” ductile iron and

PVC force main. Includes several jack and bores and directional drilling. PALM BEACH COUNTY – West Palm Beach, Florida

Northern Region Utility Improvements, Ph. II Part B $13.8 M

Installation of 33 miles of DIP and PVC pipe ranging in diameters from 30” to 10.” Included four aerial

canal crossings, 3,550 LF of directional drills, and a very aggressive schedule. TAMPA BAY WATER – Brandon, Florida

84” Cypress Creek Transmission Main Replacement $18.4 M

Installation of 29,000 LF of 84” steel potable water main and four 84” connections to a PCCP water main.

Desalination Plant 42” Transmission Main $13.3 M

Installation of 72,500 LF of DIP water main at a new water desalination facility. Included 2,330 LF of 60”

jack and bore, a 2,000 LF directional drill spanning the Alafia River, and two river crossings.

West Pasco Improvements – Transmission Main $5.7 M

Installation of 37,000 LF of 36” and 42” DIP transmission main to reduce groundwater withdrawal at two

well fields. Included a 900 LF directional drill using 38” steel pipe. FLORIDA POWER & LIGHT – West Palm Beach, Florida

Central Regional Reclaimed Pipeline $11.3 M

Installation of 37,185 LF of 36” DIP and 6,715 LF of HDPE pipe to transport reclaimed water from a

WWTP to a power plant. Includes 11 directional drills and several road, canal, and wetland crossings. ORANGE COUNTY PUBLIC UTILITIES – Orlando, Florida

Eastern Regional Water Supply Facility – Raw Water Main and Econ Demolition $11.1 M

Installation of 12,140 LF of 16” to 48” DIP raw water main. Included ten 200 HP vertical turbine well pumps

and houses, a new cathodic protection system, demolition of existing tanks, and yard piping. MANATEE COUNTY – Bradenton, Florida

North to Southeast Regional Water Treatment Plant Pipeline $11.0 M

Installation of 67,000 LF of 30” DIP reclaimed water main and 13,000 LF of 16” PVC force main. Included

an 800 LF directional drill to cross the Manatee River. JACKSONVILLE ELECTRIC AUTHORITY – Jacksonville, Florida

Kernan Boulevard Utility Improvements $9.2 M

Installation of more than 32,000 LF of 36” and 24” ductile iron pipe as well as more than 5,800 LF of 36” and

30” HDPE via horizontal directional drilling.

GEORGIA–PACIFIC CORPORATION – Palatka, Florida

Rice Creek Enhancement Project – Effluent Pipeline $5.1 M

Installation of 19,100 LF of 36ʺ ductile iron effluent force main pipeline.

(Seubert continued)

TIMOTHY M. BEHLERTECHNICAL ADVISOR

RELEVANT EXPERIENCE

CITY OF FLORENCE – Florence, South Carolina

Wastewater Treatment Facility, Contract 2 $63.4 M

Project included modifications to the existing influent pump station and construction of new structures

including: influent pump station, electrical building, aeration basins, blower building, secondary clarifiers,

drain pump station, RAS/WAS pumping facility, sludge transfer pumping facility, solids processing building

and grease concentrating facility, effluent pump station, retrofitting new plant water pumps & appurtenances

in the existing effluent pump station, new grease/septage truck offloading facility, modifications to existing

primary clarifier, new diesel fuel storage area, new administration building, new electrical, instrumentation

and associated appurtenances, as well as demolition of existing facilities. PEACE RIVER MANASOTA REGIONAL WATER SUPPLY AUTHORITY – Arcadia, Florida

Peace River Water Treatment Plant Expansion, Contract 2 $61.4 M

A 24 MGD expansion with construction of new treatment units including PAC contact tanks, rapid mix tanks,

solids contacts units, chlorine contact tanks, filters, ground storage tanks, sludge thickener, and belt filter

press dewatering. Included a new transfer, recycle and high service pump station and upgrades to the existing

river, reservoir and high service pump station, new support facility including chemical storage/feed

maintenance building, electrical systems and emergency generators, yard piping, and stormwater ponds. CITY OF PLANT CITY – Plant City, Florida

Plant City Water Reclamation Facility – CMAR $46.0 M

Construction of new aeration and anoxic basins, final clarifiers, RAS/WAS pump station, filter addition,

chlorine contact basins, ground storage tank, blower building and administration building. Process

improvements included electrical, instrumentation, high service reuse pumps, and belt filter press

modifications.


Employed in industry since: 1987 Education University of Cincinnati

B.S. in Civil Engineering

PROFESSIONAL SUMMARY Tim joined Encore Construction in 2002 as a Senior Project Manager on

the North County Water Reclamation Facility Expansion project. After

completing that project, Tim assumed the duties of Vice President of

Operations and then in 2008, he was promoted to Senior Vice President.

Tim oversees all field operations, including the activities of Project

Managers, Superintendents, Project Engineers, Safety Program, Quality

Control Program, and Equipment Division. Encore Construction was

acquired by Garney Holding Co. in 2012.

References Drew Griffin

City of Florence, SC

Ph: (843) 665‐3236

Carol L. Hunter

Seminole County, FL

Ph: (407) 665‐2021

Deborah Beatty

Toho Water Authority

Ph: (407) 944‐5023

Barry Guise, P.E.

Brunswick County Public Utilities

Ph: (910) 253‐2657

SEMINOLE COUNTY– Sanford, Florida

Seminole County Regional Water Treatment Facility at Yankee Lake $40.5 M

Construction of a raw water pump station and intake structure on piles located on a canal off of the St. Johns

River and treatment facilities including Kruger Actiflo Process, chlorine contact basins, sludge gravity

thickeners, sludge dewatering process, belt filter press and polymer systems, pig launcher and retrieval

system, boat dock at the raw water pump station, underground piping to treatment facility, pre‐engineered

and pre‐fabricated structures, electrical, HVAC, plumbing, grading, paving and road construction, pre‐

stressed ground storage tank, electronic perimeter fencing, and miscellaneous appurtenances. COLLIER COUNTY – Naples, Florida

North County Water Reclamation Facility Expansion $26.0 M

Expansion of an existing facility to 24.1 MGD liquid stream, including expansion of the existing pre‐treatment

facility, eight aeration basins with fine bubble diffusers and jet mixing, two clarifiers, eight traveling bridge

filters, four chlorine contact basins, an electrical building, and other associated items. BEAUFORT-JASPER WATER & SEWER AUTHORITY – Okatie, South Carolina

Cherry Point Water Reclamation Facility $24.4 M

Expansion of an existing water reclamation facility from 4.4 MGD to 7.5 MGD, including the construction of

an effluent structure, bioreactor tank, secondary clarifier, RAS/WAS pump station, and miscellaneous site

structures with 7,300 CY of concrete. TOHO WATER AUTHORITY – Kissimmee, Florida

Poinciana Water Reclamation Facility #2 Upgrade and Expansion – CMAR $15.0 M

Upgrade of an existing 3.0 MGD wastewater treatment plant to a capacity of 6.0 MGD, including upgrades to

the existing electrical wiring and installation of a 150’ tall SCADA communications tower, pre‐treatment

facility expansion, aeration basin modifications, new clarifiers, and a new blower and electrical building.

Poinciana Water Reclamation Facility #5 Upgrades – CMAR $1.1 M

Upgrade of an existing 1.0 MGD package treatment plant to 1.5 MGD, including upgrading the existing

aeration system to a fine bubble diffusion process, modifications to the existing aeration piping, submersible

mixers, flow equalization pumps, chemical feed systems, electrical, and instrumentation systems.

(Behler continued)

SAM FLOWERSCONSTRUCTION MANAGER

RELEVANT EXPERIENCE



Garney teamed with CH2M Hill to perform a five‐year program targeted at upgrading the city’s potable

water, wastewater, and storm water infrastructure. TOWN OF CARY – Cary, North Carolina

Western Wake Wastewater Management Facilities Effluent Outfall Pipeline $22.3 M

Installation of 52,000 LF of 54” and 8,000 LF of 48” cement‐lined, tape‐wrapped spiral welded steel pipe

force main effluent outfall pipeline that connects to the Western Wake Water Reclamation Facility and

discharges into the Cape Fear River through a cast‐in‐place headwall constructed on the river bank. WACKER POLYSILICON NORTH AMERICA – Charleston, Tennessee

Wacker Polysilicon 11 ‐ Cooling Water and Return Lines $11.1 M

Installation of 11,500 LF of 4” to 84” spiral weld steel pipe for cooling water lines at an industrial plant.

Wacker B244 UG Plumbing $200 K

Installation of 6ʺ to 10” FRP pipe for underground inorganic sewer plumbing inside Building B244. MANATEE COUNTY – Bradenton, Florida

North to Southeast Reclaimed Water Treatment Plant Pipeline $11.0 M

Installation of 67,000 LF of 30” DIP reclaimed water main and 13,000 LF of 16” PVC force main.

State Road 64 Water Main – Morgan Johnson $1.6 M

Installation of 3,425 LF of 42” DIP and grouting of 3,300 LF of abandoned 36” PCCP water main. PEACE RIVER MANASOTA REGIONAL WATER SUPPLY AUTHORITY – Punta Gorda, Florida

Regional Integrated Loop System Phase 1A Interconnect Project $10.7 M

Installation of 47,500 LF of 24” DIP water line, a new pump station, and 0.5 MG water storage tank.


Employed in industry since: 2001 Education Central Missouri State University

B.S. in Construction Science &

Management

May 2001 Affiliations & Certifications OSHA Competent Person



Intermediate Traffic

Maintenance


PROFESSIONAL SUMMARY Sam’s duties as Construction Manager include working with the Project

Team to ensure all construction aspects of the Design‐Build projects are

effectively coordinated. Sam is responsible for the job’s administrative

duties, helping to maintain a high level of job quality, and seeing the

job through to completion on schedule and within budget.

References James E. Hudock

City of Tampa

Ph: (813) 635‐3411

Richard Menzies

Tampa Bay Water

Ph: (727) 791‐2381

Tom Wilson

Greeley & Hansen

Ph: (813) 873‐3666

Ken Wilson

Atkins

Ph: (813) 281‐8385

TAMPA BAY WATER – Tampa, Florida


Installation of 29,000 LF of 84” mortar‐lined and tape‐wrapped steel pipe with 100% welded joints.


Installation of 37,000 LF of 36” and 42” DIP water transmission main. Included a 900 LF directional drill. CITY OF COCOA – Cocoa, Florida

54” Water Transmission System Improvements – Phase II $8.9 M

Installation of 4.7 miles of 54” PCCP potable water main. Included an aerial crossing of St. Johns River,

which required installation of pres‐stressed concrete piles, pile caps, and sheet piling.

54” Water Transmission System Improvements – Phase I $3.8 M

Installation of 15,000 LF of 54” PCCP for a new potable water main. Included extensive traffic control. TRACTEBEL POWER DEVELOPMENT – Wise County, Texas

Wise County Power Plant – Raw Water Pump Station and Pipeline Construction $5.0 M

Installation of 77,616 LF of 24” PVC pipe to service a new power plant. Included a small pump station. CITY OF ORLANDO – Orlando, Florida

Water Conserv II – Site 6 Retrofit $4.4 M

Replacement of 8,500 LF of 54” PCCP reclaimed water main with 54” steel mortar‐lined steel pipe.

Conserv II – Reclaimed Water Main Extension to Stoneybrook $1.3 M

Installation of 13,885 LF of 16” to 24” DIP. SARASOTA COUNTY – Sarasota, Florida

South Gate Master Pump Station $2.7 M

Installation of a 12’ precast lift station with three 125 HP submersible pumps, 2,020 LF of 18” PVC force

main down a residential street, 328 LF of 15” and 18” PVC gravity sewer, and six manholes.

(Flowers continued)

PATRICK VIDONISHPLANT PROJECT MANAGER

RELEVANT EXPERIENCE

PEACE RIVER MANASOTA REGIONAL WATER SUPPLY AUTHORITY – Arcadia, Florida

Peace River Water Treatment Plant Expansion, Contract 2 $61.4 M

A 24 MGD expansion with construction of new treatment units including PAC contact tanks, rapid mix tanks,

solids contacts units, chlorine contact tanks, filters, ground storage tanks, sludge thickener, and belt filter

press dewatering. Included a new transfer, recycle and high service pump station and upgrades to the existing

river, reservoir and high service pump station, new support facility including chemical storage/feed

maintenance building, electrical systems and emergency generators, yard piping, and stormwater ponds. CITY OF PLANT CITY – Plant City, Florida

Plant City Water Reclamation Facility – CMAR $46.0 M

Construction of new aeration and anoxic basins, final clarifiers, RAS/WAS pump station, filter addition,

chlorine contact basins, ground storage tank, blower building and administration building. Process

improvements included electrical, instrumentation, high service reuse pumps, and belt filter press

modifications. CITY OF NORTH PORT – North Port, Florida

North Port Wastewater Treatment Plant Upgrades & Expansion $23.1 M

Expansion and upgrade of an existing treatment plant and conversion of the treatment method to a MLE

process. Included the addition of two bar screens and odor control facilities, installation of a lift station waste

receiving facility and three MLE reactor basins, modification of flow regimes in the reactors, construction of an

additional secondary clarifier, replacement of the existing secondary clarifier mechanism, addition of an

internal mixed liquor pumping system, RAS/WAS pumps, and deep bed filters. The existing chlorine contact

chamber was expanded and a new reuse water storage tank was constructed. Also included a new standby

emergency generator, automatic transfer switch and associated switch gear, and a polymer feed system.


Employed in industry since: 2006 Education University of Cincinnati

B.S. in Mechanical Engineering

Affiliations & Certifications CPR & First Aid Certified


Competent Person in

Scaffolding, Fall Protection,

Trenching & Shoring, and

Confined Space

PROFESSIONAL SUMMARY Patrick graduated from the University of Cincinnati in 2006 and joined

Encore Construction, quickly becoming a valuable member of the

company. As a “take‐charge” individual, Patrick has proved his value

to Owners and Engineers throughout the Southeast. Patrick’s

construction knowledge, attitude and professionalism make him an

asset to any project. Encore Construction was acquired by Garney

Holding Co. in 2012.

References Robert E. Hrabovsky, P.E.

Brown and Caldwell

Ph: (407) 353‐4964

M. Lewis Bryant, P.E.

Kimley‐Horn and Associates

Ph: (352) 438‐3000

Barry Guise, P.E.

Brunswick County Public Utilities

Ph: (910) 253‐4304

Ray Shimokubo, P.E.

Florida Keys Aqueduct Authority

Ph: (305) 295‐2160

BRUNSWICK COUNTY PUBLIC UTILITIES – Leland, North Carolina

Northeast Brunswick Regional Wastewater Treatment Plant $8.9 M

Installation of a 7 MGD mechanical bar screen with 150 SFCM odor control unit, three 1,400 GPM EQ pumps,

825,000 gallon EQ basin with 2,197 GPM jet mix pump and 520 SCFM aeration blower, a 2.06 MGD oxidation

ditch, 1,500 SF clarifier, two 618 GPM RAS pumps, 137 GPM WAS pump, 13,000 gallon per hour drum

thickener, two 2.063 MGD filters, two UV tanks in a new channel each rated for 3.09 MGD, three 2,150 GPM

effluent pumps, 30” outfall, 4,200 lbs/day ATAD tank with two 600 GPM transfer pumps, 0.34 MG post ATAD

tank with a 3,300 GPM jet mixer pump, 400 SCFM jet blower, 725 GPM transfer pump, and 940 SCFM post

ATAD odor control system. FLORIDA KEYS AQUEDUCT AUTHORITY – Duck Key, Florida

Duck Key Wastewater Treatment Plant $7.9 M

Rehabilitation of existing facility to configure two existing plants into a single wastewater treatment facility.

New equipment included an influent mechanical screen, aeration blowers, aeration diffusers, pumps, mixers,

piping and valves, secondary clarifiers, disk filters, chlorine contact chambers, chemical storage and feed

systems, and odor control. CITY OF LAKE WALES – Lake Wales, Florida

Lake Wales Wastewater Treatment Facility Rehabilitation & Expansion $3.6 M

Included a new fine screen for the headworks, addition of two aeration rotors to the oxidation ditch,

replacement of two existing clarifier mechanisms , conversion of an existing traveling bridge sand filter to disk

filters, new 200,000 gallon aerobic digester, and rehabilitation of an existing aerobic digester system. The

treatment capacity was increased from 1.9 MGD to 2.19 MGD.

(Vidonish continued)

LUKE COBB, P.E.PLANT PROJECT MANAGER

RELEVANT EXPERIENCE


WWTF Contract 2 $62.8 M

Project included modifications to the existing influent pump station and construction of new structures

including: influent pump station, electrical building, aeration basins, blower building, secondary clarifiers,

drain pump station, RAS/WAS pumping facility, sludge transfer pumping facility, solids processing building

and grease concentrating facility, effluent pump station, retrofitting new plant water pumps & appurtenances

in the existing effluent pump station, new grease/septage truck offloading facility, modifications to existing

primary clarifier, new diesel fuel storage area, new administration building, new electrical, instrumentation

and associated appurtenances, as well as demolition of existing facilities.

PEACE RIVER/MANASOTA REGIONAL WATER SUPPLY AUTHORITY – Arcadia, Florida

WTP Expansion $61.4 M

Construction of 14 Filter Cells / 25’ x 15’ Deep Bed Filters. Also included filter underdrains, 16” of gravel, 24”

of anthracite, 12” of sand, air scour backwash, backwash waste collection trough, influent flow control

devices, turbidity meters with finished water sensors, and combined water turbidity meter. Accessory items

also installed include: the effluent control gate, backwash rate indicator and backwash controls. COLLIER COUNTY BOCC – Naples, Florida

North County WRF Expansion $25.9 M

This project included the expansion of an existing facility to 24.1 MGD liquid stream. Included was the

expansion of the pre‐treatment facility, eight new aeration basins with fine bubble diffusers and jet mixing;

two new clarifiers, eight traveling bridge filters, four chlorine contact basins and an electrical building.


Employed in industry since: 1997

Education B. S. Civil Engineering

Georgia Institute of Technology Affiliations & Certifications CPR / First Aid

OSHA Safety Training

OSHA 30 Hour—Construction

Safety & Health

State of Florida

Professional Engineer

PE 0065590

Competent Person in Crane

Safety & Rigging, Confined

Space, Man Lift Training, Fire

Protection, Lockout / Tagout,

Scaffolding, and Fall Protection

PROFESSIONAL SUMMARY Lucas has worked in the environmental construction industry for more

than 15 years. Lucas has the ability to meet challenges, including tie‐ins

of existing facilities with no interruption of service, without issue.

Successfully managing his projects, Luke has continued to deliver

projects on time and on budget. Luke’s overall work ethic and project

approach is not only a benefit for Garney, but our clients as well.

References Cindi Mick

City of North Port, FL

Ph: (941) 240‐8001

Thom Thain

URS Corporation

Ph: (803) 206‐9210

Tom Hall

CDM Smith

Ph: (843) 241‐1850

Michael Hemmingway

City of Florence, SC

Ph: (843) 495‐0230

(Cobb continued)

CITY OF NORTH PORT – North Port, Florida

WWTP Upgrades and Expansion $22.0 M

This project involved the expansion and upgrade of an existing treatment plant and conversion of the

treatment method to a MLE process. Work included addition of two bar screens & odor control facilities,

installation of a lift station waste receiving facility and construction of three MLE reactor basins, along with

modifications of flow regimes in the reactors; construction of an additional clarifier, addition of an internal

mixed liquor pumping system, RAS and WAS pumps and deep bed filters. LOXAHATCHEE RIVER DISTRICT – Jupiter, Florida

Loxahatchee WWTP Expansion and Upgrade $19.6 M

This project included modifications to the existing headworks facility, installation of a mechanical bar screen,

equalization tanks and return pump station, aeration tanks, blower building, secondary clarifier, RAS pump

station, WAS pump units, sludge holding tanks, odor control system, sludge transfer pumps, belt press,

chlorine contact basin, reuse filters, chlorine building, electrical building, filter pump station and septage

receiving station.

ROB FULTSPIPELINE PROJECT MANAGER

RELEVANT EXPERIENCE

MIDLAND COUNTY FRESH WATER SUPPLY DISTRICT NO.1 – Midland, Texas

T‐Bar Well Field Development & Delivery Project – Design/Build $97.1 M

Installation of 60 miles of 48ʺ steel and C303 water transmission main, and 25 miles of PVC well field

piping. The pipe sections consist of 205,500 LF of 48ʺ steel waterline, 105,250 LF of 48ʺ C303 waterline, and

130,000 LF of 6ʺ to 36ʺ PVC pipe. The project includes rock excavation, auger bores and several manholes.

T‐Bar Extension – Design/Build $21.6 M

Installation of 25,000 LF of 48ʺ spiral weld steel water transmission main and 40,000 LF of 16ʺ C905 PVC

water distribution line, numerous hand tunnels, 5 MG elevated water tank, and a chlorination facility. CITY OF TAMPA – Tampa, Florida


Six projects that included installing 73,000 LF of 42” to 48” ductile iron open cut pipeline, dewatering,

relocation of existing utilities, roadway restoration, maintenance of traffic, and bypass pumping. PEACE RIVER MANASOTA REGIONAL WATER SUPPLY AUTHORITY – Venice, Florida

Regional Integrated Loop System – Phase 3A Interconnect Project $18.2 M

Installation of 9 miles of 48” steel water transmission pipeline, a high service pump station, and a 5 MG

water storage tank. Includes a subaqueous river crossing, extensive dewatering, and several meter stations. PALM BEACH COUNTY – West Palm Beach, Florida

Northern Region Utility Improvements, Ph. II Part B $13.8 M

Installation of 33 miles of DIP and PVC pipe ranging in diameters from 30” to 10.” Included four aerial

canal crossings, 3,550 LF of directional drills, and a very aggressive schedule.


Employed in industry since: 1999 Education Missouri Western State University

B.S. in Construction Engineering

Technology

May 2000 Affiliations & Certifications OSHA Competent Person



PROFESSIONAL SUMMARY Rob’s duties as Pipeline Project Manager include close coordination

with the project superintendent, material procurement, and ensuring

that all subcontracted work is effectively coordinated. He is also

responsible for managing the job’s administrative duties, helping to

maintain a high level of job quality, and seeing each job through to

completion on schedule and within budget. Rob is actively involved

with estimating new projects. While in college, he interned as a laborer

with Garney. Immediately after completing college, Rob worked for

Horizontal Drilling International as Directional Drilling Rig

Superintendent. His projects involved the installation of 12” to 48”

carbon steel pipe at job sites in Africa, Mexico, and Brazil.

References Bill McCann


Ph: (904) 665‐4498

Barry Roland

HDR Engineering

Ph: (704) 338‐6803

Joseph Tancaredi

Palm Beach County

Ph: (561) 493‐6088

Michael Jordan

PBS&J

Ph: (941) 371‐7297

PASCO COUNTY UTILITIES – Pasco County, Florida

North Central Transmission Mains $13.0 M

Installation of 39,500 LF of 24ʺ to 36ʺ ductile iron reclaimed water piping, ductile iron and PVC wastewater

force main measuring 44,000 LF. Both pipelines included multiple trenchless pipe installations.

CITY OF ORLANDO – Oviedo, Florida

Eastern Regional Reclaimed Water Transmission Main – Phase II $8.1 M

Installation of 26,500 LF of 12” to 48” DIP. Included two large 66” micro tunnels totaling 1,970 LF. JACKSONVILLE ELECTRIC AUTHORITY – Jacksonville, Florida

South Grid Water Main $7.9 M

Installation of 44,500 LF of 20” and 24” DIP water and reclaimed water mains. Included 13,500 LF of 24” and

30” HDPE of horizontal directional drilling through 14 wetland areas and a 1,800 LF drill under I‐95. FLORIDA KEYS AQUEDUCT AUTHORITY – Key Largo, Florida



Jewfish Creek Bridge $6.4 M

Installation of 7,500 LF of 36” steel water main attached to side of newly constructed bridge. Also included

2,000 LF of 36” steel pipe installed underground on either side of bridge. FLORIDA MUNICIPAL POWER AGENCY – Fort Pierce, Florida

Treasure Coast Energy Center $5.6 M

Installation of 33,000 LF of 2” to 66” underground piping, including HDPE, PVC, DIP, PCCP, carbon steel

and stainless steel. SOUTHERN COMPANY – Prattville, Alabama

Autaugaville Units 1 & 2 $4.8 M

Installation of 60,000 LF of 6” to 72” piping, including FRP, DIP, HDPE, carbon steel, and PVC. SOUTH WALTON UTILITY COMPANY – Destin, Florida

Phase II Water System Improvements $4.1 M

Installation of 28,710 LF of 20” and 24” DIP water main. Included more than 11,000 LF of directional drilling

using 28” HDPE pipe through wetlands and under Hwy 98, a 1,600 LF wetland crossing, two above ground

pigging stations, extensive dewatering, and six interconnections.

FAIRPOINT REGIONAL UTILITY SYSTEM – Navarre, Florida

Fairpoint Regional Water Transmission Main $2.3 M

Installation of 37,500 LF of 18” DIP potable water system. Included an auger bore for 30” carbon steel. SOUTHERN COMPANY – Smiths, Alabama

Goat Rock Energy Center – Unit 3 $2.1 M

Installation of 6” to 72” underground piping for a combined cycle power generation plant. ORANGE COUNTY PUBLIC UTILITIES – Winter Garden, Florida

Porter Road Reclaimed Water Main $1.2 M

Installation of 13,885 LF of 16” to 24” DIP reclaimed water pipeline.

(Fults continued)

STEVEN CULPMARINE PROJECT MANAGER

RELEVANT EXPERIENCE

GWINNETT COUNTY DEPARTMENT OF WATER RESOURCES – Buford, Georgia

Shoal Creek Raw Water Intake $29.6 M

This raw water intake included a 13’‐6” diameter “lake tap” drilled into the lake bottom, over 55’ deep. A

steel liner with cap was then installed in the bore in the lake bottom. A hard rock tunnel was driven over

650’ from the shore to the tap. The cap was then removed and wire mesh screens installed. Steve produced

the marine estimate and work plan, handled COE permitting, and managed initial work on Lake Lanier. CITY OF GAINESVILLE – Gainesville, Georgia

Lakeside Raw Water Intake $12.0 M

New raw water intake in Lake Lanier. Steve managed all marine construction in the field. This 25 MGD

intake/pump station required sinking a 53’ diameter 90’ deep shaft on shore for casting of the wet well.

Marine work required blasting a subaqueous pipe ditch for the double 84” PCCP intake pipes and screens

to be laid in the lake. The subaqueous ditch line was shot tying in to the tunnels driven from the shaft and

with pipe already installed in the tunnels. Double 84” PCCPs were then laid out of the tunnel lines in the

lake. Prior to construction, Steve developed the contractors’ marine estimate as well as the plans for marine

construction, subaqueous blasting, boat traffic control, and safety, and coordinated with the Georgia DNR.


Employed in industry since: 1978 Education Southwestern Illinois College

A.A.S. in Welding Technology

December 1985

David Lipscomb University

B.S. in Business Marketing

Minor in Applied Ethics

December 2004

Affiliations & Certifications Graduate of GAWP Leadership

Academy Levels I and II

Current GAWP Leadership

Academy Faculty Member

Metro N. GA Water Planning

District Chattahoochee Basin

Advisory Committee

USCG Licensed Operator of

Uninspected Towing Vessels

Certified Open Water Diver

Served on Welding Tech

Industry Advisory Board at

Southwestern Illinois College

Post‐Graduation

PROFESSIONAL SUMMARY A former Virginia resident, Steven has been involved in a variety of

heavy projects in the water/wastewater, transportation, port, and power

arenas. He is a specialist in marine construction and has served a variety

of clients across the US. Steve has successfully managed dozens of

projects, including numerous raw water intakes, marine outfall lines,

and subaqueous pipe projects. He is currently and has been, closely

involved in the design phase constructability planning of dozens of raw

water intakes and subaqueous pipe projects. Steve has also worked

closely with the VA DOT and Virginia utilities on alternative delivery

procurement approaches and procedures.

Steven is an active member of DBIA, CMAA, and the Georgia

Association of Water Professionals (GAWP), serving on multiple

committees as well as being a faculty member of the GAWP Leadership

Academy. Prior to joining Garney, Steve managed the marine division of

a Southeast water and wastewater construction firm. He also has

experience working with an engineering firm. He has a special interest in

alternative delivery method projects, including design‐build and CMAR.

References Jack Dozier

GAWP

Ph: (770) 618‐8690

Timothy F. Masterson, P.E.

OʹBrien & Gere Engineers

Ph: (770) 781‐1800

Tim Collins

Etowah Water & Sewer Authority

Ph: (706) 216‐8474

Mike Holt

Comstock Railworks

Ph: (770) 806‐7004

BESSEMER UTILITIES – Bessemer, Alabama

Bessemer Raw Water Intake Project – Design/Build $6.0 M

Developed the construction plan and managed field work of this design/build raw water intake project on

the Black Warrior River. Included subaqueous blasting from the river into a tunnel and subaqueous

installation of a 60” steel raw water intake line with manifold and multiple wire mesh intake screens. CITY OF HUNTSVILLE – Huntsville, Alabama

Western Area Outfall Project $1.9 M

This new outfall transports treated effluent from the City’s wastewater treatment plant into the Tennessee

River. Marine work included subaqueous work in the river, including blasting 550 LF of ditch line and more

than 1,600 CY of rock within 20’ of an existing in‐service outfall, excavation of 2,400 CY of material, disposal

of 1,000 CY of river bottom spoils, laying backfilling and testing of 470 LF of 78” RCP and 60 LF of 48” RCP.

The final tie‐in required bypass pumping. Steve worked with the design engineer, helping to develop the

subaqueous blasting procedure and obtain the COE permit, two years prior to plans being issued for bid.

Steve then developed the contractor’s estimate, budget, schedule, and construction procedures, and

allocated equipment and resources and arranged the purchase of all materials. HARPETH VALLEY UTILITIES – Nashville, Tennessee

Harpeth Valley Water Treatment Plant Expansion and Raw Water Intake $1.2 M

Steve assisted the engineer while the project was in design, developed the construction plan, and produced

the estimate for this raw water intake on the Cumberland River. The design included subaqueous drilled

piers for a subaqueous manifold with wire mesh screens.

CITY OF LAVERGNE – LaVergne, Tennessee

LaVergne Raw Water Intake $650 K

Steve assisted the engineer while the project was in design, developed the construction plan and produced

the estimate for this raw water intake constructed on Percy Priest Lake. SOLUTIA CHEMICAL – St. Albans, West Virginia

Solutia Outfall Project – Design/Build $330K

This project included installation of a 36” HDPE subaqueous outfall with diffusers installed in the

Kanawha River. Steve developed the conceptual solution, assembled and led the design/build team, and

produced the cost estimate and construction plan. CHEROKEE WATER AND GAS – Cherokee, Alabama

Cherokee Raw Water Intake $200 K

This project included subaqueous blasting, excavation, installation of a subaqueous ductile iron ball and

socket intake line with a wire mesh intake screen. Steve produced the estimate and construction plan and

managed work in the field on this project which in included modifications and upgrades to the existing

raw water intake on the Tennessee River. HARDIN COUNTY WATER DISTRICT NO. 2 – Hardin, Tennessee

Hardin County Raw Water Intake $175 K

Steve assisted the engineer while the project was in design, developed the construction plan, and produced

the estimate for this raw water intake on Pickwick Lake.

(Culp continued)

LEE CURTIS PLANT SUPERINTENDENT

RELEVANT EXPERIENCE


Wastewater Treatment Facility, Contract 2 $63.4 M Project included modifications to the existing influent pump station and construction of new structures including: influent pump station, electrical building, aeration basins, blower building, secondary clarifiers, drain pump station, RAS/WAS pumping facility, sludge transfer pumping facility, solids processing building and grease concentrating facility, effluent pump station, retrofitting new plant water pumps & appurtenances in the existing effluent pump station, new grease/septage truck offloading facility, modifications to existing primary clarifier, new diesel fuel storage area, new administration building, new electrical, instrumentation and associated appurtenances, as well as demolition of existing facilities. CITY OF WINTER GARDEN – Winter Garden, Florida Wastewater Treatment Plant Expansion $9.9 M

Rehabilitation of existing influent pump station and installation of new pre-treatment structure. Included a new treatment basin with fine and coarse bubble aeration, two 48’ diameter clarifiers, traveling bridge filters, multiple pump stations, blower/generator building, operations building, upgrades to an existing treatment basin that included fine and coarse bubble aeration, structural repairs, and large scale demolition. BRUNSWICK COUNTY PUBLIC UTILITIES – Leland, North Carolina

Northeast Brunswick Regional Wastewater Treatment Plant $8.9 M

Installation of a 7 MGD mechanical bar screen with 150 SFCM odor control unit, three 1,400 GPM EQ pumps, 825,000 gallon EQ basin with 2,197 GPM jet mix pump and 520 SCFM aeration blower, a 2.06 MGD oxidation ditch, 1,500 SF clarifier, two 618 GPM RAS pumps, 137 GPM WAS pump, 13,000 gallon per hour drum thickener, two 2.063 MGD filters, two UV tanks in a new channel each rated for 3.09 MGD, three 2,150 GPM effluent pumps, 30” outfall, 4,200 lbs/day ATAD tank with two 600 GPM transfer pumps, 0.34 MG post ATAD tank with a 3,300 GPM jet mixer pump, 400 SCFM jet blower, 725 GPM transfer pump, and 940 SCFM post ATAD odor control system. CITY OF ORLANDO – Winter Garden, Florida

Water Conserv II Tarmac-America Reclaimed Water Main Extension $1.6 M

Installation of 12,300 LF of 20” ductile iron reclaimed water main to Tarmac and new turnout in Lake County.

Career Summary Employed by Garney since: 2001 Employed in industry since: 1981 Affiliations & Certifications • CPR & First Aid Certified • 40-Hour HAZMAT Certified • Confined Space Competent

Person • Operations & Maintenance of

WWTP and WTP – CA State University

• Certified Green Building in Florida

PROFESSIONAL SUMMARY As Plant Superintendent, Lee is responsible for the coordination of trades and subcontractors, daily planning, scheduling, and layout of work. Lee provides day-to-day quality control and supplier relations, as well as assisting in maintaining the safety policy on his job sites.

References Doug Pickell, P.E. PB Water Ph: (407) 587-7828 Karen McCullen, P.E. City of Altamonte Springs, FL Ph: (407) 571-8335

Stinnes Jordan, P.E. CDM Smith Ph: (864) 676-9536 Phil Cross Woodard & Curran Ph: (407) 656-2332

ORANGE COUNTY – Orlando, Florida Orange County Master Pump Stations, Group 2 $8.5 M

This project included work at four separate sites. Included demolition of existing stations, piping, electrical, and equipment at two sites, installation of new master pump stations, piping, pumps, electrical, and odor control at all four locations, and extensive structural repairs to the existing pump stations and replacement of all equipment. Bypass pumping ranged from 6,500 to 12,000 GPM to maintain operation of the pump stations.

Northwest Water Reclamation Facility Internal Recycle & RAS Pump $1.1 M

Replacement of four internal re-circulation pumps, three return activated sludge pumps, and housing for variable frequency drives, along with other electrical controls. CITY OF ST. CLOUD – St. Cloud, Florida

Lakeshore Wastewater Treatment Facility $373 K

(Curtis continued)

WILLIAM “BIM” POPEPLANT SUPERINTENDENT

RELEVANT EXPERIENCE

TOWN OF CARY – Cary, North Carolina

Solids Handling Facility at Western Wake Water Reclamation Facility $26.6 M

Includes new solids treatment facilities including liquid sludge loading facilities, scum digester, belt filter

press dewatering, dewatered biosolids cake pumping and storage, polymer storage and feed system, biosolids

cake receiving, biosolids dryers, dried biosolids storage silos, odor control facilities, and a solids handling

building. Also includes site work, paving, HVAC, plumbing, fiber optics, electrical and instrumentation. THE VILLAGES – The Villages, Florida

CSU Wastewater Treatment Plant – Design/Build $12.9 M

Design and construction of a 2.0 MGD wastewater plant, including two oxidation ditches, mixed liquor

splitter box, two 70ʹ diameter clarifiers, headworks, RAS/WAS pump station, effluent filters, chlorine contact

basin, hypochlorite building, four sludge holding tanks, emergency generator, electrical building, sludge press

building with equipment, plant recycle pump station, yard piping, re‐design of plant with 100 HP aerators for

higher wastewater strength loadings, 400,000 gallon surge tank with cover, and odor control. CITY OF BROOKSVILLE – Brooksville, Florida

The Glen Water Reclamation Facility Expansion $13.4 M

Treatment expansion from 1.0 MGD to 3.0 MGD and includes facilities to allow the plant to provide reclaimed

water for public access reuse. Included a new treatment train consisting of headworks, anoxic basin, oxidation

ditch with brush aerators, clarifiers with a RAS/WAS pump station, filters and chlorine contact. In addition to

the new train, two new rapid infiltration basin systems were built, as well as modifications to the existing

chemical systems, new electrical, new sludge dewatering building, and demolition of the existing headworks.


Employed in industry since: 1982 Affiliations & Certifications U.S. Navy Seabees

First Aid Certified

DOT MOT Certified

HAZWOPER 40‐Hour

HAZWOPER 8‐Hour

Supervisor

Crane School‐200T Crawler


OSHA Qualified Signal

Person—OSHA 1926 CC

OSHA Qualified Rigger Level 1

Train the Trainer

Competent Person in Trench

Safety, Confined Space,

Scaffolding, and Fall Protection

PROFESSIONAL SUMMARY A dedicated and respected Superintendent, Bim has more than 30 years

of experience in the construction of water and wastewater treatment

facilities. A very “hands‐on” Superintendent, Bim’s duties include

supervising his crews on the project, as well as overseeing all

subcontractors. Bim assists in planning and scheduling construction

activities on a daily and weekly basis. In addition, he works closely

with the project’s Safety Manager to ensure all work performed is

within safety guidelines.

References Will Smith

City of Brooksville, FL

Ph: (352) 678‐0701

Josh Login

King Engineering

Ph: (813) 880‐8881

Tom O’Conner

King Engineering

Ph: (813) 880‐8881

Damon Forney

Town of Cary, NC

Ph: (919) 824‐2715

JOE MONTELEONEPIPELINE SUPERINTENDENT

RELEVANT EXPERIENCE

PEACE RIVER MANASOTA REGIONAL WATER SUPPLY AUTHORITY – Venice, Florida

Regional Integrated Loop System Phase 3A Interconnect Project $18.2 M

Installation of 47,500 LF of 48” DIP water line, a high service pump station, and 5 MG water storage tank. CITY OF LUBBOCK – Lubbock, Texas

Lake Alan Henry Water Supply Transmission Pipeline, Contract C $16.6 M

Installation of 80,500 LF of 48” bar wrapped concrete cylinder waterline, fiber optic conduit and fiber pull

boxes for future SCADA, five 66” hand tunnels totaling 500 LF, and several appurtenances. TAMPA BAY WATER – Tampa, Florida

Desalination Plant 42” Transmission Main $13.3 M

Installation of 72,500 LF of DIP water main at a new water desalination facility. Included 2,330 LF of 60”

jack and bore, a 2,000 LF directional drill spanning the Alafia River, and two river crossings.


Installation of 29,000 LF of 84” steel potable water main. A series of four 84” connections were made to

sections of a PCCP transmission main installed in 1999.


Installation of 37,000 LF of 36” and 42” DIP. Included a 900 LF directional drill using 38” steel pipe. PASCO COUNTY UTILITIES – Hudson, Florida

North Central Transmission Mains $13.0 M

Installation of 39,500 LF of 24ʺ to 36ʺ DIP reclaimed water main and 44,000 LF of DIP and PVC force main.


Employed in industry since: 1975 Affiliations & Certifications OSHA Competent Person



PROFESSIONAL SUMMARY Joe began working for Garney in 1982 where he worked for four years in

the tunneling division. He was responsible for all phases of the job from

set‐up and maintenance of machinery and equipment to final acceptance.

Joe moved to the pipe division and was promoted to Superintendent in

1991. Joe has focused on projects involving steel pipe ranging in diameter

from 16” to 102” and has an in‐depth knowledge of DIP, PVC, HDPE,

PCCP, and RCP. Joe has outstanding personal skills and is excellent at

managing the needs of all parties involved in a project, including property

owners, citizens, and subcontractors, to minimize disruption and ensure

his projects run as smoothly as possible. He is successful at motivating his

crews to construct high‐quality projects with careful attention to safety.

References Amanda Rice

Tampa Bay Water

Ph: (727) 791‐2382

Ed Wegerif

City of Cocoa

Ph: (321) 639‐7665

Ken Wilson

Post, Buckley, Schuh & Jernigan

Ph: (813) 282‐7275

Susan Hochuli

Peace River Manasota District

Ph: (941) 316‐1776

MANATEE COUNTY – Bradenton, Florida


Installation of 67,000 LF of 30” DIP reclaimed water main and 13,000 LF of 16” PVC force main. Included

an 800 LF directional drill to cross the Manatee River. CITY OF COCOA – Cocoa, Florida

54” Water Transmission System Improvements – Phase II $8.9 M

Installation of 4.7 miles of 54” PCCP along State Rd 520 to the City’s WTF. Aerial crossing of St. Johns River.

54” Water Transmission System Improvements – Phase I $3.8 M

Installation of 15,000 LF of 54” PCCP for a new potable water main. Biggest challenge was being confined to

a narrow ROW. Included extensive traffic control, 48” and 54” butterfly valves, and 420 LF of jack and bores. METRO WATER SERVICES – Nashville, Tennessee

Mill Creek Replacement of Gravity Sewer Improvements $7.8 M

Installation of 23,347 LF of 48” and 36” Hobas gravity sewer, 70 manholes, and 170 LF of tunneling. FLORIDA POWER & LIGHT – West Palm Beach, Florida

Central Regional Reclaimed Pipeline $7.0 M

Installation of 37,185 LF of 36” DIP and 6,715 LF of HDPE pipe to transport reclaimed water from a

WWTP to a power plant. Includes 11 directional drills and several road, canal, and wetland crossings. FLORIDA KEYS AQUEDUCT AUTHORITY – Key Largo, Florida



Jewfish Creek Bridge $6.4 M

Installation of 7,500 LF of 36” steel water main attached to the side of a newly constructed bridge and 2,000

LF of 36” steel pipe underground. Included two connections to an existing system with 36” ball valves. ADAM SMITH ENTERPRISES – Tampa, Florida

66” Cypress Creek Transmission Main $6.2 M

Installation of 20,000 LF of 64” DIP. The entire project dewatered up to 25 feet deep.

ORANGE COUNTY PUBLIC UTILITIES – Orlando, Florida

Eastern Regional Transmission System Improvements $5.7 M

Installation of 27,500 LF of 30” PVC force main and 27,500 LF of 30” DIP water main. Required dewatering

along the entire pipeline alignment and the open cut of two environmentally sensitive streams. WATER CONSERV II – Orlando, Florida

Water Conserv II – Site 6 Retrofit $4.4 M

Installation of 8,500 LF of 54” PCCP reclaimed water main.

Transmission Main Realignment at Turnpike & I‐4 Interchange $1.7 M

Installation of 1,400 LF of 42” DIP to replace a section of existing reclaimed water piping in conflict with

future Turnpike roadway improvements, and 645 LF installed in 60ʺ casing that will cross access roadways.

Water Conserv II – Reclaimed Water Main Extension to Stoneybrook $1.3 M

Installation of 13,885 LF of 16” to 24” ductile iron pipe for a reclaimed water pipeline.

(Monteleone continued)

WILL KENNEDYPIPELINE SUPERINTENDENT

RELEVANT EXPERIENCE

CITY OF GREEN BAY – Green Bay, Wisconsin

54” Parallel Raw Water Transmission Main $35.0 M

Installation of 76,455 LF of 54” mortar‐lined steel pipeline. CITY OF LINCOLN – Lincoln, Nebraska

Greenwood to Lincoln Water Transmission Main $21.7 M

Installation of 52,000 LF of 60” spiral weld steel pipe, two creek crossings and two tunnels. SAN ANTONIO WATER SYSTEM – San Antonio, Texas

SAWS Carrizo ASR Wellhead and Wellfield Project $14.6 M

Installation of 42,000 LF of 12” to 60” steel and PVC pipe and 17 vertical pump installations in existing wells.

There were 20 critical tie‐ins on this project. MANATEE COUNTY – Bradenton, Florida


Installation of 67,000 LF of 30” ductile iron reclaimed water main and 13,000 LF of 16” PVC force main. HENDERSON WATER UTILITY – Henderson, Kentucky

Downtown Water & Sewer System Separation and Renovation $9.8 M

Installation of 22,000 LF of 8” to 18” sanitary sewer and 14,000 LF of DIP waterlines in downtown streets. WACKER POLYSILICON NORTH AMERICA – Charleston, Tennessee

Wacker Polysilicon 11 ‐ Cooling Water and Return Lines $9.7 M

Installation of 11,500 LF of 4” to 84” spiral weld steel pipe for cooling water lines at an industrial plant.

Wacker B244 UG Plumbing $204 K

Installation of 6ʺ to 10” FRP pipe for underground inorganic sewer plumbing inside Building B244.






PROFESSIONAL SUMMARY Since joining Garney, Will has built a highly skilled crew and has

become a great asset. He has proven his ability to construct high quality

projects while meeting contractual deadlines and keeping projects

within budget. Will’s responsibilities include scheduling crew members

and subcontractors for performance of work, monitoring budgetary

requirements and projecting contract costs, and coordinating daily with

engineers, owners, and field personnel. Will has more than 14 years of

experience installing HDPE, ductile iron, PVC, and steel pipe.

References Pat Conover

Parkhill Smith & Cooper

Ph: (915) 533‐6811

Tom Williams, P.E.

Henderson Water Utility

Ph: (270) 869‐6621

William F. Nabak

City of Green Bay

Ph: (920) 448‐3480

Bradley Collier, P.E.


Ph: (904) 665‐6493

JACKSONVILLE ELECTRIC AUTHORITY – Jacksonville, Florida

Kernan Boulevard Utility Improvements $9.2 M

Installation of 32,200 LF of 24” and 30” ductile iron water line. Included 6,720 LF of HDPE pipe installed

via directional drill, extensive dewatering, and traffic control throughout the entire project.

Nocatee Force Main $4.0 M

Installation of 10,000 LF of 36” HDPE and 6,500 LF of 36” PVC pipeline. CITY OF ORLANDO – Orlando, Florida

Eastern Regional Water, Phase II $7.5 M

Installation of 24,240 LF of 42” DIP reclaimed water main. Included two jack and bores under roadways

and five 42” direct bury gate valves. EL PASO WATER UTILITIES – El Paso, Texas

Canutillo/El Paso Upper Valley Water Transmission Facilities – Phase II $6.1 M

Installation of 21,073 LF of 60” tape‐wrapped, mortar‐lined steel pipe and three 60” flange valves. Pipeline

crossed the Rio Grande River 20 feet below the surface water elevation.

Joint Desalination Facility $4.2 M

Installation of 13,812 LF of 36” finished water transmission main averaging 11 feet deep.

Canutillo Bosque Road Well Collector Line Replacement $3.9 M

Installation of 9,900 LF of 42” steel pipe, four wet taps, five 42” butterfly valves. Required extensive

dewatering via deep wells and discharge piping, traffic control, and pavement repairs.

Mesa Drain Valley Interceptor, Phase 1B $1.7 M

Installation of 3,300 LF of 60” Hobas and 72” RCP interceptor sewer pipe. CITY OF COLLEGE STATION – College Station, Texas

Transmission Line and Distribution Line $5.1 M

Installation of 23,935 LF of 36” mortar‐lined, tape‐coated steel water transmission main, and 27,513 LF of

18” ductile iron water transmission main. Included 2,483 LF of bores.

Water Production System Improvements, Phase II $2.8 M

Installation of 17,314 LF of 48” steel water line. This project was completed well ahead of schedule. METROPOLITAN UTILITIES DISTRICT – Omaha, Nebraska

42” Water Main West Center Road $1.3 M

Installation of 5,000 Lf of 42” steel water transmission main and 150 LF of 60” steel cased jack and bore. ORANGE COUNTY PUBLIC UTILITIES – Orlando, Florida

Sandlake Road Emergency Force Main Repair $980 K

Installation of 1,500 LF of 24” PVC force main within a state road. The entire project was dewatered using

well points and required extensive traffic control. ORLANDO UTILITIES COMMISSION – Orlando, Florida

Stanton Energy Storm Water Force Main $556 K

Installation of 7,000 Lf of 20” DIP storm water force main.

(Kennedy continued)

STEVE MERTZPIPELINE SUPERINTENDENT

RELEVANT EXPERIENCE



Six projects that included installing 73,000 LF of 42” to 48” ductile iron open cut pipeline, dewatering,

relocation of existing utilities, roadway restoration, maintenance of traffic, and bypass pumping. CITY OF ATLANTA – Atlanta, Georgia

Virginia‐Highland Water Main $23.5 M

Installation of 93,756 LF of 8” DIP, 11,648 LF of 12” DIP and 2,000 LF of 6” DIP water mains. Also entailed

400,000 SY of asphalt paving, major traffic control, 80 LF of 24” jack and bore, and hoe ramming rock.

Flint River Transmission Main, Phase II $8.8 M

Installation of 11,000 LF of 36” DIP sewer force main in the streets of downtown Atlanta. Included bypass

pumping, 1,000 LF of 72” tunneling, multiple tie‐ins, traffic control, and pavement replacement. INTERNATIONAL PAPER COMPANY – Cantonment, Florida

48” Effluent Pipeline $17.0 M

Installation of 51,000 LF of 48” class 150, cement‐lined DIP crossing 25 wetland areas with limited access.

Includes several large concrete structures, including a distribution structure and upstream mixing box. HENRY COUNTY WATER & SEWERAGE AUTHORITY – McDonough, Georgia

Walnut Creek Water Reclamation Facility Land Application System $12.3 M

Installation of 569 acres of spray irrigation using 10,500 LF of 30” DIP and 355,000 LF of 1” to 32” HDPE.

Included 4,400 individual spray head risers, and a booster pump station. GWINNETT COUNTY DEPARTMENT OF WATER RESOURCES – Loganville, Georgia

Lower Big Haynes 48” Gravity Sewer and 36” Force Main $9.1 M

Installation of 11,000 LF of deep 48” DIP gravity sewer with 11,000 of parallel 36” DIP force main. Included

six 48” and 60” hard rock bores, significant blasting and excavation, dewatering, and bypass pumping.




First Aid, CPR, and First

Responder Trained


HDPE Fusion Trained

Trench and Excavation Safety

PROFESSIONAL SUMMARY Steve has been involved with many types of construction during his years

in the business, ranging from large diameter storm sewer to HDPE rural

water mains in excess of 200 miles in length. His projects have included

substantial river crossings and major highway projects across the United

States. Steve is safety conscious and prides himself on client satisfaction.

References Al Williams

Forsyth Co. Water & Sewer

Ph: (770) 540‐9522

Byron Wood

Peoples & Quigley

Ph: (404) 406‐8876

Ade Abon

City of Atlanta

Ph: (404) 895‐8272

Kevin Hotchkiss

CH2M Hill

Ph: (678) 772‐0919

PASCO COUNTY UTILITIES – Hudson, Florida

Hudson to Shady Hills Wastewater Diversion $5.1 M

Installation of 36,570 LF of 36” and 24” DIP force main, 37,000 LF of 1.25” HDPE conduit, 500 LF of 60” and

42” steel casing via jack and bore, and a wastewater booster pumping station. LOUDOUN WATER – Ashburn, Virginia

30ʺ Waterline Route 607 and Ashby Ponds $2.9 M

Installation of 8,280 LF of 30ʺ DIP water line installed in a rock trench excavated by mechanical means, 320

LF of 48ʺ jack and bores, 22 cathodic protection test stations, and seven fire hydrants. CITY OF CHESAPEAKE – Chesapeake, Virginia

Red Top to Lake Gaston Raw Water Transmission Main, Section B $2.6 M

Installation of 9,474 LF of 36” HDPE raw water main, pavement and wetland restoration, and dewatering.

Red Top to Lake Gaston Raw Water Transmission Main, Section A $2.2 M

Installation of 7,251 LF of 36ʺ IPS DR17 HDPE raw water main and pavement and wetland restoration. BARTOW COUNTY WATER SYSTEM – Cartersville, Georgia

Rogers Station and Jordan Pines Collection Sewers $2.4 M

Installation of 15,915 LF of 8” and 10” PVC gravity sewer and 77 manholes. AUGUSTA UTILITIES DEPARTMENT – Augusta, Georgia

Industrial Wastewater Force Main $2.2 M

Installation of 24,000 LF of 12” and 18” HDPE sewer force main with 1,000 LF of directional drilling. SOUTHERN COMPANY – Smyrna, Georgia

Georgia Power Ash Pond – Four Tunnel Rehabilitation $2.1 M

Slip lining of a 1,630 LF deteriorating 90” corrugated metal storm drain with new 72” to 84” HOBAS pipe. FORSYTH COUNTY DEPARTMENT OF WATER & SEWER – Cumming, Georgia

Emergency Water Line Installation – Design/Build $1.4 M

Installation of 5,240 LF of 36” DIP waterline, around‐the‐clock work, and rock excavation.

Middle Settingdown Creek Force Main $1.1 M

Installation of 13,750 LF of 14” and 16” DIP, 700 LF of 30” roadway bores, several creek crossings, rock

excavation, and traffic control since the entire pipeline was installed on the shoulder of a county road.

Ronald Reagan 36” Water Main Inspection and Rehabilitation $460 K

Emergency 36” Repair on Water Main $192 K

WEYERHAEUSER – Oglethorpe, Georgia

24ʺ PCCP Repair $50 K

Repair and replacement of process piping and repair of 24ʺ PCCP in an industrial plant during a shut down.

(Mertz continued)

RYAN SMITHREGIONAL SAFETY MANAGER

RELEVANT EXPERIENCE

SEMINOLE COUNTY PURCHASING– Sanford, Florida

Seminole County Regional Water Treatment Facility at Yankee Lake $40.5 M

Construction of a raw water pump station and intake structure on piles located on a canal off of the St. Johns

River and treatment facilities including Kruger Actiflo Process, chlorine contact basins, sludge gravity

thickeners, sludge dewatering process, belt filter press and polymer systems, pig launcher and retrieval

system, boat dock at the raw water pump station, underground piping to treatment facility, pre‐engineered

and pre‐fabricated structures, electrical, HVAC, plumbing, grading, paving and road construction, pre‐

stressed ground storage tank, electronic perimeter fencing, and miscellaneous appurtenances. CHARLOTTE-MECKLENBURG UTILITIES DEPARTMENT – Concord, North Carolina

Mallard Creek Water Reclamation Facility $25.0 M

This project included new headworks, primary and secondary clarifiers, fine bubble aeration, RAW/WAS

facilities, filters, UV disinfection, sludge heater, sludge centrifuges, and a new operations building. CITY OF WINTER GARDEN – Winter Garden, Florida

Wastewater Treatment Plant Expansion $9.9 M

Rehabilitation of existing influent pump station and installation of new pre‐treatment structure. Included a

new treatment basin with fine and coarse bubble aeration, two 48’ diameter clarifiers, traveling bridge

filters, multiple pump stations, blower/generator building, operations building, upgrades to an existing

treatment basin that included fine and coarse bubble aeration, structural repairs, and large scale demolition.

Winter Garden Sludge Dewatering Improvements $1.3 M


Employed in industry since: 2001 Education Mississippi State University

B.S. in Civil Engineering

Affiliations & Certifications OSHA 500 40‐Hour

OSHA 510 40‐Hour

OSHA 30‐Hour

OSHA 10‐Hour

HAZWOPER 40‐Hour

HAZWOPER Train‐the‐Trainer

Qualified Rigger Level 1

Qualified Signal Person

CPR & First Aid Certified

Competent Person in Confined

Space, Excavation, Scaffolding,

and Fall Protection

PROFESSIONAL SUMMARY Ryan’s experience includes roles as Estimator, Project Engineer, Project

Manager, and Safety Manager on water and wastewater projects.

Ryan’s ability to meet rigid quality control and schedule requirements,

as well as his sound understanding of planning, project controls and

safety, make Ryan a valuable commodity. In 2012, Ryan was promoted

to Regional Safety Manager. Ryan is responsible for assisting crews in

understanding OSHA regulations and standards, including handling

OSHA compliance. He is responsible for inspecting and evaluating

jobsite environments, equipment and practices in order to comply with

safety standards and government regulations. Ryan recommends

measures to help protect workers on our jobsites from potentially

hazardous work methods, processes or materials. Ryan has the

authority to suspend any and all activities that may pose a threat to a

worker’s health or safety. Ryan develops hazard control practices and

programs including job‐specific Site Safety Plans and Emergency Action

Plans. Other duties include conducting safety training and education

programs, as well as demonstrating the proper use of safety equipment.

ORANGE COUNTY UTILITIES – Orlando, Florida

Orange County Master Pump Stations, Group 2 $8.5 M

This project included work at four separate sites. Included demolition of existing stations, piping, electrical,

and equipment at two sites, installation of new master pump stations, piping, pumps, electrical, and odor

control at all four locations, and extensive structural repairs to the existing pump stations and replacement of

all equipment. Bypass pumping ranged from 6,500 to 12,000 GPM to maintain operation of the pump stations.

County Road 535 Water Supply Facility $5.4 M

Orangewood & Hunters Creek WSF Improvements $3.7 M

FRIPP ISLAND SERVICE DISTRICT – Fripp Island, South Carolina

Fripp Island Wastewater Treatment Plant $5.4 M

CITY OF LAKE WALES – Lake Wales, Florida

Lake Wales Fire Flow Project $2.1 M

CITY OF ORLANDO – Orlando, Florida

Local Reuse Pump Station #2650 $1.2 M

FLORIDA GOVERNMENTAL UTILITY AUTHORITY – Naples, Florida

Port of the Islands MBR Upgrade $724 K

(Smith continued)

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Mr. Richards is a senior vice president with overall responsibility for successful delivery of all public, federal, and private sector infrastructure projects in Virginia, Washington DC, and Maryland. He has been the Principal-in-Charge on AECOM water and wastewater projects in Virginia and has served as project director/manager on a variety of civil and environmental projects and has extensive experience in overall management and coordination of large and small water/wastewater planning/design projects. Jim has 44 years of experience in all types of municipal water and wastewater system design, evaluation, and rehabilitation projects.

RELEVANT EXPERIENCE

Military Highway Water Transmission Line, Chesapeake, Virginia. Principal-in-Charge for the design of 5 miles of 20-inch water transmission main along military highway (Route 13). Services included route analysis and selection, surveying, hydraulic analysis, material evaluations, geotechnical investigations, and contract documents. The pipeline route is along a high-density urban corridor which required special consideration as it traversed a major intersection, an interstate highway and an active railroad. Archaeological and environmental considerations where required in crossing the historic Dismal Swamp Canal.

20-Inch Raw Water Transmission Main, Suffolk, Virginia. Principal-in-Charge for the Hydraulic modeling, and preliminary and final design of a 23,000-linear-foot, 4-mgd raw water transmission main. Developed project plans and specifications within 90 days. Project bid within budget limits and engineer's estimate.

City of Virginia Beach Water Master Planning Services, Virginia Beach, Virginia. Principal-in-Charge for a five-year program to provide on-call services to the client in support of the management of their water system. Tasks are typically related to hydraulic modeling and evaluation of the impact, and pros and cons of capital investment projects, and evaluation and update to the water system master plan,

and liaison with engineering and operations departments.

Lake Gaston Water Supply Project, Virginia Beach, Virginia. Project Manager and Principal responsible for the planning, design, and management of the construction, including helping to obtain all the regulatory permits for the Lake Gaston project. Part of the Virginia Beach negotiation team for the water contract with the City of Norfolk.

Water System Hydraulic Model, Suffolk, Virginia. Principal-in-Charge for the development and calibration of a new water system hydraulic model, involving routine water system development evaluations, capital improvement project recommendations, water master plan updates, comprehensive plan updates, wholesale service alternatives analysis, as well as assisting the City with water transmission/distribution issues utilizing the model. Associated services will include: research and field reconnaissance; evaluation of existing modeling software packages; training; hydraulic modeling; evaluation of rehabilitation, replacement, development, transmission system and wholesale service alternatives; preparation of engineering reports; and other related professional services associated with the project.

Western Branch Pumping Station, Chesapeake, Virginia. Design of 4 mgd booster pumping station with 1600-200 LF of 16” distribution main and emergency generator.

Chesterfield Heights Water Storage Tank and Water System Improvements, Norfolk, Virginia. Principal-in-Charge for the engineering and design of a 3-million-gallon pile supported prestressed concrete groundwater storage tank, 6 mgd pumping station, and 6,000 LF of 12” and 20” distribution main.

Moores Bridges Water Treatment Plant, Norfolk, Virginia. Principal-in-Charge for site planning, preliminary engineering, hydraulic modeling, pump station, and site piping layout and evaluation of additional storage needs for design of 75 mgd pumping capacity expansion. Also included was design of approximately 500 LF of 60” suctions and discharge yard piping. A secondary responsibility included citywide storage versus treatment rate analysis to make recommendation on future storage facilities.

JAMES RICHARDS, PE PRINCIPAL

ACADEMIC QUALIFICATIONS MS, Civil Engineering, Virginia Tech, 1973 BS, Civil Engineering, Virginia Tech, 1969

PROFESSIONAL REGISTRATION Professional Engineer – VA, WV, SC, NC, MD

YEARS OF EXPERIENCE 44

Page 1 of 1

Mr. Kincer is a Vice President and Resource Manager for AECOM in Roanoke, VA, with authority to commit and deploy multidisciplinary resources from throughout the region and beyond to support successful execution of projects of all types for local governments. He is responsible for a variety of multidisciplinary projects involving water resources (dams & reservoirs), water supply and treatment, wastewater collection and treatment, site development and master planning. Mr. Kincer has direct experience managing and overseeing A-E projects for local governments and Authorities across Virginia include Alleghany County, City of Waynesboro, City of Danville, Western Virginia Water Authority, City of Lynchburg, Town of Victoria, and others.

RELEVANT EXPERIENCE

Modest Creek Pump Station and Raw Water Line, Town of Victoria, Virginia. Principal-in-Charge for the refurbishment of the Raw Water Intake and Pump Station that included intake restoration, replacement of intake sluice gates and fish screens and the replacement of high head vertical turbine pumps. The project also included installation of 3 miles of force main in VDOT and Utility Company Right-of-Way and environmental studies and permitting associated with the project.

Raw Water Intake Study-Claytor Lake, Pulaski County, Virginia. Principal-in-Charge for the Claytor Lake Raw Water Intake upgrade. The study involved evaluating various intake options to improve fluid flow dynamics. Options considered included construction of a new intake structure with diversion wall, dredging, dewatering and disposal of sediment accumulation around the existing intake pipes, floating intake, and extension of the intake pipes further into the Lake. The County has also requested that AECOM investigate a series of wells that would tap into the Claytor Lake/New River aquifer.

Lynchburg College Hill Water Plant, City of Lynchburg, Lynchburg, Virginia. Structural Engineer of Record. This project involved a preliminary engineering report ant design services for the College Hill Filtration Plant that included improvements to the filter media, bottom repair, recoating of steel underdrain support members, air scour equipment, filter valves, rate

of flow controllers, filter consoles, associated SCADA equipment, fluoride and lime feed systems, laboratory improvements, control room, general building repairs, and backwash surge tank.

Upgrade Water Filtration Plant, Town of Victoria, Virginia. Principal-in-Charge for the upgrade of the existing water filtration plant. The plant was originally constructed in 1970 with no major upgrades in 35 years. The upgrade included replacement of the filters and media, retrofitting the settling basins with sludge collections systems, designing new chemical feed systems, overhauling the filter pipe gallery, replacing the backwash pumps with new vertical turbine pumps, installing new metering and monitoring equipment. The plant upgrade included a new SCADA system to monitor all plant functions including motor status of major equipment and monitoring distribution system tank levels. Modifications were also made to the water sludge storage facilities and concrete repairs to flocculation basins and settling basins.

Falling Creek Water Treatment Plant, Roanoke, Virginia. Project Manager for the pilot testing and evaluation of alternative treatment processes that would fit within the limited size of the old filter building and the narrow, confined site. The recommended process uses two steel-walled packaged water plants with two-stage flocculation, tube-settlers, and high-rate filtration. Chemicals used include potassium permanganate (fed at the raw-water intake) for iron/manganese control, polymer, liquid alum, and polyphosphate for corrosion control.

Filtration Plant Rehabilitation Abert Water Filtration Plant, Bedford County, Virginia. Principal-in-Charge for the rehabilitation of a 12-MGD high-rate water filtration plant at the City of Lynchburg’s Abert Water Filtration Plant. The project included inspection of the existing Wheeler bottom underdrains, replacement of the filter valves with electric-actuated valves, repairing filter troughs, installation of plate settlers, replacement of the filter rate-of-flow controllers, replacement of the old filter tables with a PLC-based filter console and integrated SCADA system and planning for future inline UV system for cryptosporidium inactivation. Design of air-scour backwash was included in the rehab project.

TROY KINCER, PE PROJECT MANAGER

ACADEMIC QUALIFICATIONS BS, Civil Engineering, Virginia Polytechnic Institute and State University, 1982

PROFESSIONAL REGISTRATION Professional Engineer – VA


Page 1 of 1

Mr. Breese is AECOM’s Global Technical Practice Leader for Water Treatment, providing guidance on drinking water issues to AECOM offices all over the world. He a chemical engineer with over 27 years of experience in the troubleshooting, optimization, and design of municipal and industrial water treatment systems, and has significant experience in all types of water treatment technologies, both established and emerging, in use for drinking water treatment today.

He is an internationally renowned authority in the use of dissolved air flotation (DAF) as a clarification technique in drinking water treatment, and has designed the two largest facilities in North America using this technology. He also has significant experience in high rate clarification, membrane filtration, ozone, and water treatment plant residuals management.

RELEVANT EXPERIENCE

Water and Sewerage Authority of Trinidad & Tobago, Seawater Desalination Programme. Technical Leader for the project team for programme management of four seawater desalination plants totaling 300 ML/d. The work included a detailed technology evaluation of both membrane and thermal desalination technologies, and all applicable pre- and post-treatment technologies.

Hong Kong Water Supplies Department, Tsuen Wan Waterworks Modernisation. Lead Process Engineer for the modernization of an existing 380 ML/d conventional granular media filtration plant, with the planned conversion of the 190 ML/d East Wing of the plant to membrane filtration.

Alameda County Water District, Mission San Jose Ultrafiltration Plant, Fremont, California. 30 ML/d ultrafiltration membrane plant, Pilot Testing, Preliminary & Detailed Design, Project Engineer. Pilot testing involved membrane systems by Koch Membrane Systems (KMS), Hydranautics, and Aquasource North America. KMS membranes were selected for the design. The plant has recently been commissioned.

Region of York, Ontario, Georgina WTP. Membrane Specialist Advisor for the pilot testing, preliminary and detailed design of a new 20 ML/d ultrafiltration plant treating Lake Simcoe. Pilot testing included Zenon ZeeWeed, Pall Membrane Systems, Aquasource North America, and US Filter Memcor CMF. Zenon ZeeWeed was selected for the design.

Zone 7 Water District, Pleasanton, California. 30 ML/d DAF-ultrafiltration membrane plant, Design-Build bid preparation (30% design), Project Engineer. Koch Membrane Systems.

TransAlta Utilities, Alberta. Lead Process Designer for a design-build bid (30% design) for a 30 ML/d ultrafiltration facility, using tubular ultrafiltration membranes by PCI membranes.

Burloak WTP, Region of Halton, Ontario. Process Engineer for the detailed design of the new 55 ML/d plant, incorporating ultrafiltration, ozone, and UV disinfection for treatment of Lake Ontario source water.

Region of Peel, Lorne Park Water Treatment Plant Expansion. Project Manager and VE team member for Value Engineering of the expansion of the Lorne Park WTP to a total capacity of 400 ML/d using GE/Zenon immersed membranes.

Enwave Corporation, Toronto, Ontario. Project Advisor for design of a 6.6 ML/d membrane filtration system.

Town of Peace River, Alberta, Shaftesbury WTP. Project Advisor for pilot testing and upgrade of an existing 8 ML/d conventional WTP using low pressure membrane filtration. Zenon, US Filter, and Hydranautics membranes were tested.

City of Yellowknife, Northwest Territories. Process Lead for pilot testing and design of a new 20 ML/d membrane filtration water treatment plant. Pilot testing included the parallel testing of direct filtration using granular media filters against Pall microfiltration membranes.

Community of Jean Marie River, Northwest Territories. Technical Lead for pilot testing and preliminary design of a new Fyne Process tubular nanofiltration membrane facility for colour and organics removal in a small Northern aboriginal community

Consumers Energy, B.C. Cobb Plant, Muskegon, Michigan. Technical Reviewer for design of a new 1.6 ML/d reverse osmosis demineralization facility;

Tsawwassen First Nation, Vancouver, British Columbia. Participated in a water supply infrastructure master planning study, including an evaluation of an existing brackish water RO demineralization plant.

SIMON BREESE, PE TECHNICAL ADVISOR – MEMBRANE WATER TREATMENT

ACADEMIC QUALIFICATIONS MASc, Chemical Engineering,

University of Waterloo, 1990 BASc, Chemical Engineering,

University of Waterloo, 1986

PROFESSIONAL REGISTRATION Professional Engineer – Alberta, British Columbia, Manitoba, Nunavut, Northwest Territories


Page 1 of 1

Mr. Romer’s qualifications include more than three decades of design and management experience in civil and structural engineering for water resource facilities. He has been responsible for design of over $1 billion in major water transmission pipelines and associated facilities, pumping stations, treatment plants, tunnels, and trenchless installations. Mr. Romer has designed award-winning and innovative large diameter reclaimed waterlines, trunk sewers, outfalls, and force mains. He is a well-published author and is active on national standards committees.

RELEVANT EXPERIENCE

North Dakota State Water Commission, Devils Lake Emergency Outlet, Bismarck, North Dakota. Project Engineer for design of approximately 8 miles of 48- and 54-inch steel pipeline as part of a 300-cfs conveyance system that will take water out of Devils Lake and ultimately release it into the Sheyenne River.

City of Greeley, 60-Inch Chimney Park Pipeline, Greeley, Colorado. Responsible for pipeline design and project quality control for a 60-inch water pipeline. The pipeline length is over two miles. Special designs included crossing both the Great Western Railroad and the Cache La Poudre River.

Kern County Water Agency, Northwest Feeder and Pumping Station, Bakersfield, California. Design Engineer for the northwest feeder treated water pumping station and pipeline, and provided preliminary and final engineering for 6.5 miles of 30- to 48-inch transmission pipeline.

Los Angeles Department of Water and Power, Owens Lake Shallow Flood Transmission Mains, California. Responsible for design of 4.7 miles of 60-inch-diameter welded steel main conveyance pipeline and 66,119 lineal feet of 42-inch, 8,599 lineal feet of 48-inch, and 3,476 lineal feet of 30-inch fiberglass pressure pipe, in one of the most aggressive environments in the world. As project engineer, formulated project options, alignments, costs, and was responsible for final design for design-build team. Provided construction support services.

Basin Electric Power Cooperative, Antelope Valley System, Mandan, North Dakota. In cooperation with another consultant, designed 7.2 miles of 42-inch-diameter pipeline to replace a raw waterline that had experienced four failures. The project was completed in two construction seasons and placed into service in 2006.

Southern Nevada Water Agency, East Valley Lateral Project, Nevada. Project Manager and Project Engineer for construction of the 170-A pipeline and Rainbow Gardens weir. The 170-A pipeline is a 78-inch-diameter mortar-lined, tape-wrapped, and mortar-coated steel potable water pipeline, approximately 44,000 feet in length. It includes a deep-tunneled crossing of the Las Vegas Wash approximately 1,440 feet in length, with shafts approximately 110 feet deep. It also includes connections to active water facilities, isolation valves and vaults, and fiber-optic conduit.

San Luis Obispo County, Nacimiento Water Pipeline Project, San Luis Obispo County, California. Project Manager and Design Engineer for the design of 45 miles of pipeline to convey up to 17,500 acre-feet per year of untreated water from Lake Nacimiento as far south as San Luis Obispo. National finalist for the ASCE 2012 OPAL Award.

Los Angeles Department of Water and Power, River Supply Conduit Improvement, Units 5 and 6, Los Angeles, California. Participated in design completion and project management of 78-inch steel pipelines within North Hollywood, California. Unit 5 is approximately 3,900 feet in length, of which approximately 3,700 feet is tunneled. Unit 6 is approximately 11,500 feet in length, with approximately half tunneled.

ANDREW ROMER, PE TECHNICAL ADVISOR – RAW WATER INTAKE AND PIPELINES

ACADEMIC QUALIFICATIONS BS, Civil Engineering, University of Arizona, 1979 BS, Business Administration,

University of Arizona, 1974



Page 1 of 2

Mr. Daly is an associate vice president with extensive experience in the design-build implementation of water and wastewater facilities for both the public and private sector. He specializes in the detailed design and construction of municipal water treatment facilities. Mr. Daly has experience in the design of combined sewer overflow systems, landfill closures, municipal and industrial wastewater, groundwater treatment facilities, and general site development.

RELEVANT EXPERIENCE

Carroll County, Design-Build Expansion of the Freedom District Water Treatment Plant, Carroll County, Maryland. Project Manager for the design of the new 4-mgd DAF/MF water treatment facility, which included a new floating intake structure, rapid mix and flocculation basins, dissolved air flotation followed by membrane filtration. (Flow is conveyed to a new clearwell and disinfection is provided by the addition of sodium hypochlorite with future provision for UV disinfection.) Managed core elements of the project, including a new SCADA system and standby energy power; residuals upgrades; administration building with a chemical room and high-pressure lift station; and a 3-mile, 24-inch transmission main. Managed permitting applications and development of final construction plans and specifications. Also served as project manager during construction, training, and start-up.

Lawton Valley and Station No. 1 Water Treatment Plants Design Build Project, Newport, RI. Design-Build Project Manager. Responsible for the oversight of all aspects of the permitting, design, construction and startup and commissioning including, conducting interdisciplinary reviews, client design workshops, management of the BIM execution plan implementing AECOM’s ISO9001 standards governing QA/QC, of this $64M project. The scope includes upgrading the 9-mgd Station No. 1 plant; and replacing the 7-mgd Lawton Valley plant with a new treatment plant on the same site. The two plants will each have a core process of rapid mix, coagulation, dissolved air filtration (DAF) followed by primary carbon filtration and, finally, post-filter absorbers using granular activated carbon (GAC) to

meet the City’s water quality requirements. Fast-track initiatives have been employed for the chemical systems using prefabricated skids, precast concrete architectural wall panels and bolted steel finished water tanks.

Aquarion Water Company, Water Treatment Plant Design and Construction, Hingham, Massachusetts. Operated the pilot water treatment plant. Participated in start-up, operation, field data collection, process control adjustments, jar testing, laboratory analysis, and shutdown. Assisted with the preparation of data and evaluations for the pilot study report. Also provided site layout, civil grading, and design. Participated in the development of civil contract drawings and specifications for the water treatment plant. Provided supporting design calculations for road layout, excavation, and pipe and filter sizing.

Water Treatment Plant Design-Build Improvements, Ashtabula, OH. Quality Manager and Design Build Project Manager. Improvements to the water treatment plant for OAW, a subsidiary of American Water Company. Responsibilities included direct oversight and responsibility of the design, of the multidiscipline AECOM team conducting interdisciplinary reviews, management of the BIM execution plan, and implementation of AECOM’s ISO 9001 standards governing QA/QC and facilitation of client design workshops. Design included a new 5 mgd water treatment facility including new raw water pumping facility, rapid mix, coagulation, plate settlers, carbon filtration, new operations and chemical building developed to meet OAW’s specifications.

Design-Build Water and Waste Water System Expansion, Town of Davie, FL. Quality Manager and Final Design Manager. Development of construction documents and packages, for the $120M fast-track design-build expansion of water and waste water treatment facilities and infrastructure systems needed due to large planned development initiatives that created steep increases both in demand for potable water and waste water treatment capacity. Responsibilities included direct oversight and responsibility of final design, of the multidiscipline AECOM team conducting interdisciplinary reviews, management of the BIM execution plan, and implementation of AECOM’s ISO 9001 standards governing QA/QC. Project includes planning, permitting, design and construction of a new 6 mgd RO water treatment plant (expandable to 12 mgd) and a 4 mgd nutrient removal MBR water reclamation plant (expandable to 6 mgd) and new reuse system.

Town of Lee, Wastewater Treatment Facility Evaluation, Design, and Construction Services, Lee, Massachusetts. Project Manager for the planning and design of a new 1.25-mgd sequencing batch reactor wastewater treatment facility, which included influent screening, grit removal and pumping, odor control, disk filtration, ultraviolet disinfection, a new SCADA system,

BRIAN DALY, PE TECHNICAL ADVISOR – DESIGN-BUILD

ACADEMIC QUALIFICATIONS MS, Environmental Engineering,

Worcester Polytechnic Institute, 1994 BS, Civil Engineering, Worcester Polytechnic Institute,

1991

PROFESSIONAL REGISTRATION Professional Engineer – VT


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and standby energy power. Managed permitting applications, development of SRF package, and development of final construction plans and specifications. Oversaw the design of five prestressed wire-wound tanks, a new operations building, new headworks building, regional septage receiving station, and demolition of the existing facility. Managed extensive site grading and permitting to provide compensatory flood storage, since the new facility will be constructed within an existing 100-year floodplain. Serving as project manager during construction, training, and start-up.

Kukuiula Development Company, Kukuiula Wastewater Reclamation Facility, Kauai, Hawaii. Project Manager for the planning and design of a new 0.85-mgd membrane bioreactor (MBR) wastewater treatment facility, which includes a new headworks facility, membrane reactor, UV disinfection, solid dewatering, and 700,000 holding tank for reuse on the resort's golf course. Prepared procurement documents for the selection and final procurement of the membrane reactor and development of the final construction plans and specifications.

Florida Power & Light, Supplemental Treatment Facility at Cranston Wastewater Treatment Plant, Cranston, Rhode Island. Project Manager for the design-build of a tertiary treatment facility in Cranston and 24 miles of pipeline servicing a new power plant in the neighboring community of Johnston. Oversaw permitting applications, discharge permit negotiations with the DEM, final construction plans and specifications, construction services, and development of an inter-municipal agreement. Designed, constructed, and started up chemical pretreatment, filtration, and high-level disinfection systems; a new pre-engineered building; and a primary pump station within 18 months.

Lynn Water and Sewer Commission, Design-Build of Wastewater Treatment Capital Improvements, Lynn, Massachusetts. Project Manager for the design-build of capital improvements at the regional wastewater treatment facility. Managed permitting, air permit negotiations with the DEP, preparation of final construction plans and specifications, construction oversight, equipment procurement, and contractor selection and oversight, all within a 34-month period. Designed and installed new screenings facilities complete with conveyors and compactors, grit facilities complete with classifiers, and a solids handling system with pumps, centrifuges, and a 25-dry-tpd fluidized-bed incinerator. Upgraded odor controls including three dual-bed carbon units and the covering of the primary effluent tanks and aerated grit chambers.

Town of Provincetown, Wastewater Collection and Treatment Design-Build-Operate, Provincetown, Massachusetts. Project Manager for the design-build of a new vacuum collection system and a pumping facility.

Managed permitting aspects, negotiations with the DEP, preparation of final design and construction plans and specifications, construction oversight, and public meetings and workshops. Oversaw the design, construction, start-up, and testing of more than six miles of vacuum, gravity, and pressure sewer pipe and a 1.25-mgd vacuum pumping station.

Massachusetts Water Resources Authority, Sewer System Master Plan and Combined Sewer Overflow Facilities Plan, Greater Boston, Massachusetts. Project Engineer for the development and production of the final environmental impact report for the MWRA’s Boston-area CSO facilities plan. Coordinated development of treatment alternatives, participated in technical workshops, presented at public meetings, and prepared the final report. Also served as project engineer and team leader in the development of the floatables report as well as combined sewer overflow sampling events. Oversaw bottle preparation, mobilization, coordination with laboratories, and numerous sampling crews.

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Mr. Hamilton is a senior engineer and project manager with 41-years of experience in the design of municipal and industrial water treatment plants, municipal and industrial wastewater treatment plants, water and wastewater treatability studies, design of chemical feed, storage and handling facilities, design of water and wastewater pumps and pumping stations, design and specifications for water and wastewater treatment equipment, and water quality management planning. His recent experience includes senior engineer for design of a water reclamation and reuse facility in Fairfax County, Virginia; project manager for the design and upgrade of two raw water intakes and pump stations including new raw water pipelines for the Town of Victoria, Virginia and senior design engineer for the evaluation of the upgrade of an 18 MGD raw water intake on Claytor Lake, Pulaski County, Virginia.

Other recent project experience includes the upgrade of the Abert and College Hill water treatment plants for the City of Lynchburg, upgrade to flocculators and secondary clarifiers at the Western Virginia Water Authority’s Plant in Roanoke, storm water pollution prevention plans at construction sites, utilities relocation for various highway and bridge replacement projects and the preparation of operation and maintenance manuals for various water and wastewater treatment plants.

RELEVANT EXPERIENCE

Noman Cole Water Reuse Project, Fairfax County Department of Public Works and Environmental Services Fairfax, Virginia. Senior Project Engineer for the treatment and transmission of Plant effluent that was reused as water for municipal and industrial customers; prepared preliminary plans and specifications for the 6.67-mgd reuse treatment plant and 4.7 miles of ductile iron force main pipe ranging in size from 10” to 36” in diameter. The reuse water is being used for cooling water, irrigation water for several golf courses and ball fields, and process water for several concrete mix plants. The design-build delivery method was used to accomplish this fast-track project.

Modest Creek Pump Station and Raw Water Line, Town of Victoria, Virginia. Project Manager for the refurbishment of the Raw Water Intake and Pump Station that included intake restoration, replacement of intake sluice gates and fish screens and the replacement of high head vertical turbine pumps. The project also included installation of 3 miles of force main in VDOT and Utility Company Right-of-Way and environmental studies and permitting associated with the project.

Raw Water Intake Study-Claytor Lake, Pulaski County, Virginia. Senior Engineer for the Claytor Lake Raw Water Intake upgrade. The study involved evaluating various intake options to improve fluid flow dynamics. Options considered included construction of a new intake structure with diversion wall, dredging, dewatering and disposal of sediment accumulation around the existing intake pipes, floating intake, and extension of the intake pipes further into the Lake. The County has also requested that AECOM investigate a series of wells that would tap into the Claytor Lake/New River aquifer.

Abert Water Filtration Plant Rehabilitation, City of Lynchburg, Virginia. Senior Mechanical Process Engineer for the rehabilitation of the 12 MGD Plant. Rehabilitation work consisted of replacing the filter pipe gallery, installing an air scour filter backwash system, and installing tube settlers in the sedimentation basins to aid in flocc settling.

Robertson Bridge Raw and Finished Water Line Relocations, City of Danville, Virginia and the Virginia Department of Transportation. Lead Utility Engineer for the relocation of 24” and 36” raw water lines, 24” finished water transmission main, and 6”-16” finished water distribution lines. The water line work had to be staged during the construction of the 1000-foot bridge over the Dan River in Danville so that flow of traffic and raw and finished water services were not interrupted during the construction of the new Robertson Bridge.

College Hill Water Filtration Plant, City of Lynchburg, Lynchburg, Virginia. Senior Project Engineer to prepare a preliminary engineering report and to provide design services for the College Hill Filtration Plant that included improvements to the filter media, bottom repair, recoating of steel underdrain support members, air scour equipment, filter valves, rate of flow controllers, filter consoles, associated SCADA equipment, fluoride and lime feed systems, laboratory improvements, new control room, general building repairs, and backwash surge tank.

CRAIG HAMILTON, PE TECHNICAL LEAD – WATER INTAKE AND RAW WATER MAIN/REGULATORY COORDINATION

ACADEMIC QUALIFICATIONS BS, Chemical Engineering, Virginia Polytechnic

Institute and State University, 1971



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Mr. Clunie is a technical manager specializing in water treatment systems. He has provided comprehensive services for water treatment projects ranging from pilot scale and bench scale testing, feasibility studies, design, optimization and start-up services. Mr. Clunie is a technology leader within AECOM’s water practice group.

RELEVANT EXPERIENCE

South Norwalk CT UF Membrane Water Treatment Plant. Managed pilot study, provided technical oversight during design, and performed start-up services for the conversion of a conventional water treatment plant in South Norwalk, Connecticut to an immersed membrane ultrafiltration facility. Pilot study included Actiflo, DAF, GE/Zenon UF, and KOCH low pressure membranes. Full-scale facility was placed into service in 2007 and includes 10-mgd GE/Zenon ultrafiltration with DensaDeg thickening of UF residuals. Provided start-up and trouble shooting of the UF membranes, mechanical dewatering centrifuge, and DensaDeg thickening system. Also provided technical content for O&M manual. At 10-mgd, the facility is the largest UF membrane plant in New England.

Carroll County Maryland WTP Expansion Design Build. Process Engineer for the 7-mgd Freedom Water treatment plant in Carroll County Maryland. Facility includes DAF followed by UF membrane filtration using GE/Zenon 1000 series low pressure membranes. Provided preliminary and final process design support, performed plant start-up services, and provided technical content for O&M manual.

Taunton River Ultrafiltration/Desalination Plant. Served as Lead Process Engineer on the pilot study and design of the Taunton River Desalination plant, a 5-mgd brackish water reverse osmosis desalination plant in Dighton, Massachusetts that includes GE/Zenon

immersed membrane ultrafiltration for pretreatment followed by RO for removal of salinity. Managed the pilot study, evaluated disinfection by-product control strategies, and oversaw the process design.

Newport RI Design-Build. Lead Process Engineer for design-build project in Newport Rhode Island. Project includes two water treatment plants, the 9-mgd Station One retrofit from sludge blanket clarifiers to DAF clarifiers, and the Lawton Valley new 7-mgd DAF and GAC filtration plant. Developed unit process design and layouts, assisted architectural designers with laboratory layouts, developed analytical monitoring and sampling program, chemical feed systems design, solids handling analysis, and provided oversight on hydraulic analyses. Also designed post-filtration carbon absorbers for DBP precursor removal.

Lawrence MA WTP Design Build. Served as Project Engineer for the conceptual design of a water treatment and supply system for the city of Lawrence, Massachusetts, with processes including Actiflo microsand enhanced clarification followed by granular activated carbon filtration and ultraviolet disinfection. Provided hydraulic analyses, equipment sizing, and construction sequencing programs for the proposed 16-mgd water treatment facility. Evaluated various process alternatives, in terms of technical feasibility, ability to meet current and future regulatory requirements, and present worth.

Vermont DEC Feasibility Study for Disinfection By-product Removal. Developed conceptual design and cost estimates for the Cost Analysis of Treatment Options for reduction of Disinfection Byproducts project completed for the Vermont Department of Environmental Conservation. Compared the cost of chloramination to the cost of DBP reduction strategies including GAC contactors, enhanced coagulation, and nanofiltration. Developed concept design, layouts, and O&M projections for obtaining comparative life cycle cost estimates.

Pilot Study and Design of the Milford MA Dilla Street WTP. Technical Manager and Lead Process Engineer for Milford Water Company Dilla Street Water treatment Plant. Plant involves construction of a new 5-mgd combined groundwater, river water and reservoir water treatment plant, utilizing oxidation with potassium permanganate, dissolved air flotation, GAC gravity filtration, and disinfection. Spent washwater recycling will also be practiced. Developed concept design and pilot study program, design pre-oxidation, DAF clarification, and GAC filtration systems for full-scale facility, and assisting with operations staff in managing treatment for existing facility.

Columbus OH DWS Dublin Road Pilot Study. Served as process engineer for the Dublin Road water treatment plant upgrade and pilot study in Columbus, Ohio.

WILLIAM CLUNIE, PE, BCEE TECHNICAL LEAD – MEMBRANE TREATMENT

ACADEMIC QUALIFICATIONS MS, Civil Engineering, Colorado State University,

1996 BS, Civil Engineering, University of Massachusetts,

Lowell, 1994 AA, Architecture and Construction Technology,

Worcester Industrial Technical Institute, 1984

PROFESSIONAL REGISTRATION Professional Engineer – MA, NH Board Certified Environmental Engineer National Council of Examiners for Engineering and Surveying, Model Law Engineer


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Developed pilot study analytical program and provided technical support for the pilot study. Worked closely with analytical lab to develop detailed sampling program for major pilot program to measure EDC’s, atrazine, nitrate, and disinfection by-products including TTHM’s and HAA’s.

Whitinsville Water Company Sutton Wellfield. Technical manager and lead process engineer for Sutton Wellfield water treatment plant in Sutton Massachusetts. Developed pilot study to evaluate various media for groundwater pressure filtration, prepared design criteria for full-scale implementation, provided start-up services for 1-mgd pressure filter system, including chemical feed systems, disinfection systems, and waste recycling.

Columbus OH DWS Dublin Road Pilot Study. Served as process engineer for the Dublin Road water treatment plant upgrade and expansion in Columbus, Ohio. Assisted with the development of the feasibility study. Evaluated process alternatives including granular media filtration, IDI AquaDAF and Actiflo clarification, Accelator precipitative softening, granular filtration, DensaDeg thickening, and reverse osmosis for reblending softened water. Developed pilot study analytical program and provided technical support for the pilot study.

Amesbury MA Water Treatment Plant Upgrade. Prepared water treatment system evaluation, conceptual design, and pilot study plan for 4-mgd Amesbury, MA water treatment plant upgrade. Designed and managed two season pilot study conducted with IDI AquaDAF, Leopold ClariDAF, and GE/Zenon ultrafiltration membranes. Provided process design for full-scale, including IDI AquaDAF, mechanical dewatering, and new GAC filtration.

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Mr. Heisler has extensive experience in project management, design, construction management, and administration of municipal water and wastewater systems. He served as project manager/task manager for more than 280 water transmission/distribution and wastewater system projects totaling more than 300 miles of water and sanitary sewer mains ranging from 6” to 54” in diameter. Mr. Heisler has extensive background in large diameter pipe design, water transmission systems, conflict analyses, trenchless crossings, metering and flow control facilities. His relevant program management services experience includes:

Program Manager, Fairfax Water Basic Ordering Agreement, Fairfax, Virginia

Project Manager, Region 4 Utility Relocations Contract, VDOT

Program Manager, Water Main Design Contract, Falls Church, Virginia

Deputy Program Manager, 36-inch raw Water Mains Condition Assessment and Rehabilitation/Replacement, Norfolk, Virginia

RELEVANT EXPERIENCE

Fairfax Water Basic Ordering Agreement, Fairfax County, Virginia. Program Manager responsible for professional engineering and surveying services in conjunction with the planning, design, and construction of water mains and associated facilities. Supervised completion of more than 220 task orders (design projects) under the basic ordering agreement (BOA), totaling more than 100 miles (45 miles of water transmission main 24-inch and larger) of pipelines with construction costs in excess of $100 million.

36-inch Raw Water Mains, City of Norfolk, Virginia. Deputy Program Manager for the condition assessment and rehabilitation/replacement program for the City’s two 36-inch raw water mains through four cities, from the Western Branch Intake Pump Station to the 37th Street Water Treatment Plant, totaling 35 miles of pipelines. Included design and construction administration services on eight projects involving relocation/ replacement of more than 2.5 miles of new water main.

Village of Holland Water Transmission Main, Suffolk, Virginia. Project Manager responsible for preliminary engineering, design, and construction phase services for the installation of approximately 32,000 LF of 16” water transmission main along a rural four-lane divided highway, from the City’s existing water distribution system to replace an aging community well system, and resolve water quality and supply issues in this rural area of the city. The new water system improvements will include a 350,000-gallon elevated water storage tank and accompanying booster pump station. Additional design features will include 40 fire hydrants, system interconnections, and associated appurtenances, six stream/wetlands and highway crossings, including a potential HDD crossing of wooded wetlands area and trenchless crossing under the highway. Tasks include route evaluation/selection, preliminary engineering report, survey, archeological investigations, environmental assessments and permitting, geotechnical investigations, test pits, corrosion control, regulatory agency coordination, design, easement/ROW negotiations, public outreach programs, construction administration/management and resident inspection.

I-495 HOT Lanes Water Main Relocations, Fairfax County, Virginia. Project Manager responsible for the preliminary engineering, design, construction administration and related services for 18,000 LF of 6-inch through 54-inch water mains within proposed roadway, bridge and interchange improvements along Interstate 495. Developed contract documents for nine water main construction phases within seven work zones. Design features included 26 (54-inch through 72-inch) trenchless crossings, dual 24-inch line stop/bypass assembly, six meter/PRV/ARV vault designs, hydrant replacement/relocations, corrosion control, conflict analyses, field investigations, identifying system improvements, route selection, easement acquisitions (within Dominion Power right-of-way), public hearing package and presentations, cost estimates, bid evaluations, utility agreement negotiations, shop drawing reviews, RFIs responses.

Southwest Corridor Water Improvements – Project A, Chesterfield, Virginia. Project Manager responsible for design and construction administration services for 38,250 LF of 42-inch-diameter water transmission main and appurtenances. Design features included three trenchless crossings, air release and blow-off assemblies, distribution system interconnection with temporary check valve assembly, 110 easement plats, route selection, regulatory agency permitting, relocations of private wells and septic fields, coordination with proposed (future) roadway improvements and neighborhood developments, processing pay requests, system interconnections to new booster pump station, and preparation of a comprehensive technical report.

GARY HEISLER, PE TECHNICAL LEAD – WATER TRANSMISSION AND DISTRIBUTION

ACADEMIC QUALIFICATIONS BS, Civil Engineering Technology,

Old Dominion University, 1985

PROFESSIONAL REGISTRATION Professional Engineer – VA, MD


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Stringfellow Road - Route 50 Water Main, Fairfax County, Virginia. Project Manager responsible for design, construction management, and resident inspection of 18,000 LF of 24-inch water main along two heavy traffic corridors that was needed to provide additional system capacity to storage tanks and surrounding transmission and distribution system. Design features included route selection, evaluation of alternative pipe materials, preparation of Public Hearing Application package, eleven 42-inch trenchless crossings, two stream crossings, corrosion control facilities, multiple gas transmission main crossings, and nine distribution/transmission system interconnections.

High Service No. 3 Water Main Replacement, Phases I and II, Fairfax, Virginia. Project Manager responsible for design, construction management, and resident inspection of 29,000 LF of 30-inch through 42-inch water transmission main within a Dominion Power easement and appurtenances to replace existing defective (PCCP) transmission mains. Design services included utility corridor analysis and route selection, archaeological investigations, wetlands delineation, regulatory agency permitting, easement acquisitions, public outreach and public hearing approvals, multiple stream crossings, eight 66-inch trenchless roadway crossings, corrosion control, plus multiple interconnections to the existing water transmission system and new water treatment plant.

Route 123 Water Main Replacement, Phases II and III, Fairfax, Virginia. Project Manager responsible for design and construction administration of 18,600 linear feet of 30-inch through 42-inch water transmission main and appurtenances to replace existing PCCP transmission mains under the VDOT roadway widening project. Construction administration services also included conducting a load analysis on an in-service portion of the existing 30-inch PCCP water main located under a newly constructed 20-foot-high earth berm.

Hanover-Richmond Water Transmission Main Phases 4, 5, and 6, Richmond, Virginia. Project Manager responsible for design and construction management and administration of 10,000 linear feet of 36-inch and 42-inch water transmission main and associated appurtenances along congested roadway/utility corridors, to provide water supply to Hanover County from the city of Richmond. Design features included water main route selections and utility corridor analyses, alternative pipe materials, three trenchless crossings (under rail road tracks), railroad and other regulatory agency permitting, and multiple transmission/distribution system interconnections. Construction management/ administration duties included resident inspection, conducting monthly progress meetings, review/evaluation of RFIs and claims, processing pay requests, coordination of transmission system interconnections.

Military Highway 36” Water Main, Chesapeake, Virginia. Project Manager responsible for preliminary engineering, design and construction phase services for the installation of approximately 4,400 LF of new 36” water transmission main along a four-lane divided highway to upgrade portions of its distribution system, increase available flow and reduce system pressures. Design feature include multiple transmission system interconnections, detailed traffic control, replacement of deteriorating hydrant service saddles, additional fire protection and associated appurtenances. Tasks include route evaluation/selection, preliminary engineering report, survey, environmental assessments and permitting, geotechnical investigations, test pits, corrosion control, regulatory agency coordination, design, easement/ROW negotiations, public outreach programs, construction administration/management and resident inspection.

Polk Power Station Reclaimed Water Project, Lakeland, Florida. Technical Reviewer for a 15-mile, 30-inch raw water line to transfer water from the Lakeland Wetland Treatment Facility final discharge point to Tampa Electric’s Polk Power Station cooling pond. The line is designed for flows ranging from 5.1 to 17.1 mgd. Design service and features included route selection and identifying easements, and included multiple air releases, two HDD installations through wetland areas, 14 jack and bore installations at four railroad crossings and 10 road crossings, one aerial crossing, and two pigging stations. Hydraulic and surge modeling was performed to optimize the pump and pipe selection process and determine optimum placement of the air/vacuum valves along with a surge anticipator in the pump station.

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Mr. Brodeur is a vice president and AECOM’s south region water business line leader. He has experience in the areas of water supply and treatment, wastewater collection and treatment, industrial waste treatment, and hazardous waste management. As the lead for AECOM’s water market in the southeast, Mr. Brodeur directs the firm's water resources to increase AECOM's ability to serve clients with process engineering, treatment procedures, and design for water supply projects. His technical experience also includes management or lead of water quality master plan projects for several clients and major utilities throughout the country. Mr. Brodeur has also managed technology assessment projects as a consultant to the US Environmental Protection Agency for Safe Water Drinking Act rule making.

RELEVANT EXPERIENCE

US Environmental Protection Agency, Office of Drinking Water Best Available Technology Development, Various Locations, United States. Responsible for developing a comprehensive (SUPER) BAT document for surface water and a groundwater supply in three source categories for the event of multi-contaminant scenarios.

US Environmental Protection Agency, Office of Drinking Water Technology Assessment, Various Locations, United States. Project Manager to support the Office of Drinking Water with technologies, guidance manuals, and cost estimates for regulatory decisions to establish maximum contaminant levels by the USEPA for the Safe Drinking Water Act. Developed a guidance manual for biofilm control as part of work done under the Coliform Rule.

US Environmental Protection Agency, Technology Transfer Program, Various Locations, United States. Presenter at 20 locations throughout the United States for the Safe Water Drinking Act amendments and effects on water treatment technology. Topics included lead/copper corrosion control training for EPA regional and state drinking water administrators.

Puerto Rico Aqueduct and Sewer Authority, Trihalomethane Study, San Juan, Puerto Rico. Conducted a THM process study for the five water

treatment plants of the metropolitan San Juan area. Project included a critical performance evaluation per US Environmental Protection Agency guidelines for each of the five plants.

City of Virginia Beach, Distribution System Water Quality Program, Virginia Beach, Virginia. Project Manager for the program, which included proactive measures in treatment, operations, practices, and public relations to affect optimum control of water quality. Established water quality program to improve system flushing, chlorine residual sampling and monitoring for preparation for conversion of disinfection from free chlorine to chloramines.

City of Tampa Water Department, Corrosion Control, Tampa, Florida. Project Manager for corrosion control study for the city water department. The drought conditions in Florida had prompted the city to blend high TDS source water to make up water in their diminished reservoir. The blend, along with some changes in pH of the finished water, contributed to a serious disruption of the water quality in the distribution system and caused massive red water complaints in the city for a 2- to 3-month period.

Orlando Utilities Commission, Kirkman Road Water Treatment Plant, Orlando, Florida. Project Manager responsible for design modifications to the 15-mgd plant to include ozone oxidation and disinfection plus chemical and process design. The project was awarded a construction manager's award.

City of Orlando, Lake Highland Water Treatment Plant, Orlando Utilities Commission, Orlando, Florida. Project Manager for the design-build project for a new 30-mgd plant to replace existing facilities. Responsible for design modifications to the plant, including ozone oxidation and disinfection plus chemical and process design.

New Orleans Sewerage and Water Board, Quality Master Plan, New Orleans, Louisiana. Performed a review of the processes at the city's two water treatment plants to evaluate Safe Drinking Water Act compliance, including disinfection, disinfection by-product control, taste and odor, and synthetic organic contaminant issues. The project included a 20-year plan of process needs to meet current and future regulatory issues.

Pinellas County, Waste to Energy Water Treatment Plant, Pinellas County, Florida. Technical Reviewer for the project; AECOM is contracted to design a facility to treat the Pond A water to reduce hardness and turbidity, and to reduce conductivity to less than 1434 µmhos. AECOM is performing pilot studies to determine the optional treatment system to reduce hardness, turbidity, organics, and dissolved solids (conductivity). Reverse osmosis will be used for conducting removal. RO pretreatment processes being piloted include both micro and ultra filtration, high-rate clarification, and

TIM BRODEUR, PE DISINFECTION AND DBP CONTROL

ACADEMIC QUALIFICATIONS MS, Environmental Engineering,

University of Florida, 1971 BS, Chemistry, University of Florida, 1970

PROFESSIONAL REGISTRATION Professional Engineer – GA


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pressure filtration. The plant will be designed for a flow of 2.5 mgd. Disinfection will be provided by an on-site sodium hypochlorite generation system.

Peace River Manasota Water Supply Authority, Peace River Expansion, Florida. Process Team Leader. This project included engineering services for a 24-mgd expansion to the existing 24-mgd regional surface water treatment plant. Improvements are anticipated to include PAC contract, coagulation, sedimentation, filtration for 24-mgd capacity, mechanical solids dewatering for 48-mgd capacity; increase capacity of river pumping station to 90-mgd, increase capacity of reservoir pumping station to 48-mgd; conversion to liquid disinfection; and preliminary environmental permitting. Process design included evaluation of treatment units in BODR and leading all chemical feed design systems for 24-mgd expansion (alum, caustic, new hypochlorite for 48-mgd plant, aqua ammonia and polymer storage/feed systems).

City of Boynton Beach, Boynton Beach Pilot Plant, Boynton Beach, Florida. Technical Reviewer for Boynton Beach’s pilot plant testing for the east well field to reduce total organic carbon including an evaluation between anion ion exchange and MIEX processes.

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Mr. Ziegler has over 20 years of experience in the design, operation, maintenance, and repair of various electrical, instrumentation, and SCADA systems. As an instrumentation design specialist, his current responsibilities include instrumentation systems design for water and wastewater treatment projects, systems start-up, troubleshooting landfill gas and leachate control project instrumentation and electrical systems. He assesses existing installations and refines the instrumentation to provide proper operation.

RELEVANT EXPERIENCE

Hilton Head Public Service District, RO Water Treatment Plant, Hilton Head Island, South Carolina. Prepared instrumentation design and specifications for design-build of 3-mgd reverse osmosis water plant. During construction provided site inspections for instrumentation installation. Provided start up support to contractor.

Marine Corps Base at Camp Lejeune, French Creek Wastewater Treatment Plant Improvements. Provided the instrumentation design for improvements to the Marine Corps Base’s 15.0 million gallon per day (MGD) Advanced Wastewater Treatment Plant. The improvements included a new headworks consisting of mechanical bar screens, and grit removal units; a flow equalization basin; a transfer pump station; a secondary sludge pump station; an influent sludge holding basin; a 500,000 gallon digested sludge holding tank with external mixing; odor control; a truck loading station; and external mixing for the existing 2,265,000 gallon digested sludge holding tank.

AFCEE, Water Treatment Plant Design Completion, Diwaniah, Najaf, and Dukon, Iraq. Prepared water treatment plant control system design reports for completion of previously started engineering designs for three water treatment, conveyance and storage systems ranging from 4,000 m3/hr to 10,000 m3/hr ultimate capacity.

City of Hutchinson, Pump Station Upgrade, Hutchinson, Minnesota. Designed upgrade of pump station control system. Replacement of existing pump drives and control panel. Added new remote communication link from PC through cell phone for off-site monitoring of station.

Brunswick County Public Utilities. Carolina Shores Force Main and Wastewater Treatment Plant Improvements. Provided the instrumentation design or the project, which included a 2.16 mgd pump station, a new in-plant influent pump station, replacing the floating aerators and adding floating mixers in the aeration basins, a MCC building, a standby generator, a SCADA tower, SCADA system additions and scum pump station for the three clarifiers.

CP Kelco, Wastewater Treatment Facility, Okmulgee, Oklahoma. Completed control system design for a wastewater treatment plant design-build for a biopolymer production complex. Completed programming of plant monitoring graphics system. Currently involved in start-up of treatment plant. Completed setup of plant computer network.

Milwaukee Metropolitan Sewerage District, South Shore Wastewater Treatment Facilities, Milwaukee, Wisconsin. Assisted in the start-up of several processes including the engine blower process, fine screening, sludge thickener (centrifuge) process, and plate and frame sludge press. Responsible for the start-up, training, and O&M manual preparation for the interplant pumping station, which ties the Jones Island and South Shore facilities together. Assisted in the evaluation of treatment facilities for compliance maintenance annual reports, which determine the need of facilities to meet pollution control guidelines.

Metropolitan Council Environmental Services, Blue Lake Solids Handling, Shakopee, Minnesota. Provided start-up services for sludge thickening processes.

Charleston Commissioners of Public Works, Daniel Island Wastewater Treatment Plant Expansion, Charleston, South Carolina. Designed instrumentation and prepared drawings and specifications for treatment plant expansion.

CHUCK ZIEGLER INSTRUMENTATION AND CONTROL

ACADEMIC QUALIFICATIONS Anoka-Ramsey Junior College, Coon Rapids, MN Technical School, Anoka Area Vo-Tech, Anoka, MN


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Mr. Riddle is currently a pipeline evaluation and design specialist and has performed work on projects throughout Virginia and South Carolina. His experience includes the design of water and wastewater conveyance pipelines, pumping stations, storage tanks, landfills, hazardous waste remediation systems, and other environmental infrastructure. He has performed work in both the municipal and industrial markets.

RELEVANT EXPERIENCE

Piedmont Drive/George W. Robertson Bridge, Danville, Virginia. Lead Technical Engineer for the re-route of a 36-inch ductile iron raw water line feeding an 18 MGD water treatment plant. Re-route of the raw water line was necessary for construction of the new bridge. Re-route included a large diameter trenchless road crossing. Design also included installation of a new 24-inch ductile iron water distribution line crossing the bridge span.

Military Highway 36-Inch Water Main – Phase I, Chesapeake, Virginia. Lead Technical Engineer for the installation of 4,400 linear feet of 36-inch water line to provide expanded water service to accommodate future growth. Installation will be in the median area of a high truck traffic four-lane divided highway. Careful consideration of sequencing and coordination with City of Chesapeake staff to ensure minimal disruption of water service to multiple areas has been required. Required submittal and approval from HRSD for proposed crossing of existing 30-inch sanitary interceptor force main. Significant coordination is currently on going to ensure that work is coordinated with proposed maintenance of traffic phasing during construction.

Midtown Connector Corridor Improvement Project, Lynchburg, Virginia. Lead Technical Engineer for the upgrade of an existing water and sanitary sewer system in a congested urban environment. Project included 3,500 linear feet of new 12-inch water line, and 1,700 linear feet of new 8-inch water line. Project also included trenchless rehabilitation (cured-in-place pipe or fold and form liner) of 6,000 linear feet of 12 to 24-inch sanitary sewer main, lining or replacement of approximately 60 sanitary sewer laterals, and

cementitious lining/rehabilitation of 60 manholes. Work required coordination to ensure that maintenance of traffic throughout the corridor met client requirements during construction.

Defense Supply Center Richmond Water Distribution System Repairs, Richmond, Virginia. Lead Technical Engineer for the preparation of design-build documents to repair the water distribution system at a military supply center. System includes 13 miles of water piping, 3 large storage tanks, and a variety of fire/booster/distribution pumps and appurtenances. Repair documents indicated replacement of 8 miles of existing water line, replacement of 75 fire hydrants, removal of 3 large storage tanks, and installation of multiple new/upgraded pumps.

VDOT Exit 150 Redesign, Botetourt County, Virginia. Lead Technical Engineer for the water and wastewater utility relocations to accommodate redesign of a major interstate interchange area. Project includes relocation and installation of 3,000 linear feet of 12-inch water line, and 1,700 linear feet of 12-inch sanitary sewer main and associated manholes. Project will include multiple large diameter trenchless installations across existing roadways. Significant coordination is currently on going to ensure that work is coordinated with proposed maintenance of traffic phasing during construction.

Marine Corps Base Quantico Sanitary Sewer Infrastructure Repairs, Quantico, Virginia. Lead Technical Engineer for the design of repairs to the gravity sanitary sewer infrastructure system at a military facility. Project included cured-in-place pipe rehabilitation of 23,000 linear feet of 8 to 12-inch sanitary sewer main, 10,500 linear feet of total line replacement, repair of 100 manholes, and total replacement of 50 manholes.

Highway 378 Sanitary Sewer Replacement, West Columbia, South Carolina. Lead Technical Engineer for the design replacement of 8,000 linear feet of existing 10 to 15-inch sanitary sewer main along a major highway corridor. Main was replaced by the pipe bursting method. Project included replacement of 40 existing manholes.

HP Hood 3 MGD Water Booster Pump Station, Frederick County, Virginia. Lead Technical Engineer for the design of a new 3 MGD water booster pump station. Work included review of existing water system, siting of new pump station, integration of SCADA requirements, and design of multiple parallel pumps. Additionally, a new building was required for the pump station. Managed construction administration for project.

Rest 1 MGD Water Booster Pump Station, Frederick County, Virginia. Lead Technical Engineer for the design of a new 1 MGD water booster pump station. Work included review of existing water system,

CRAIG RIDDLE, PE PIPELINES

ACADEMIC QUALIFICATIONS MS, Environmental Engineering, Virginia Tech, 2002 BS, Aerospace Engineering, Virginia Tech, 1994



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siting of new pump station, integration of SCADA requirements, and design of multiple parallel pumps. Additionally, a new building was required for the pump station. Managed construction administration for project.

FBI Complex Utility Assessment, Quantico, Virginia. Lead Technical Engineer for a team of six engineers evaluating all utility systems at the FBI Complex in Quantico, Virginia. Reviewed and compiled existing drawings of utility systems at the facility. Performed field investigation to verify and modify drawings to show systems accurately. Conducted interviews with facility staff, and utilized this information to get an understanding of standard operating procedures, modify drawings if necessary, and identify potential modification to improve systems. Coordinated with a Master Plan Team to understand proposed construction and expansions, and concurrent utility requirements to facilitate this growth. Led team of utility engineers in preparing a Utility Assessment Report documenting existing system capacities, and required upgrades during three defined planning horizons.

Marine Corps Base Quantico Sanitary Pump Station Deficiency Study and O&M Manuals, Quantico, Virginia. Lead Technical Engineer for the evaluation and deficiency study of 33 existing pump stations at a military facility. Stations ranged in size from 100 GPM to 2 MGD. Work included review of existing as-built drawings and site inspection of all stations. Extensive confined space entry was required. Prepared recommendations for improvements and repair based on drawing review and site inspection. Operation and Maintenance Manuals for each station were also prepared to comply with VA Department of Environmental Quality requirements.

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Mr. Rostas is a senior project manager with extensive experience with water distribution modeling, water pump station, pipeline and storage tank evaluation and design, sewer collection systems, and site development projects. This experience has included developing estimates for hours and project costs, preparing project schedules, master planning, performing QA/QC checks for other offices' design projects, assisting with office workload projections and personnel utilization, training and assisting young project managers and engineers, and implementing company design practices and standards.

RELEVANT EXPERIENCE

City of Suffolk, Village of Holland Elevated Water Storage Tank, Suffolk, Virginia. Design Manager who developed plans and specifications for a new 300,000 gallon elevated water storage tank for the City of Suffolk to serve the Village of Holland. The tank was designed to provide peak day equalization for the Village of Holland and fire fighting capacity for a new elementary school. Due to the schedule of constructing the school, the city required the tank project to be designed, with plans and specifications ready for bid in 5 weeks.

Raw Water Line, Lakeland Wetland Treatment Facility, Lakeland, Florida. Technical Design Lead for a 15-mile 30-inch raw water line in Lakeland Florida that is designed to transfer water from the Lakeland Wetland Treatment Facility final discharge point to Tampa Electric’s Polk Power Station cooling pond. The line is designed for flows ranging from 5.1 to 17.1 MGD. The project included finalizing the alignment, identifying easements and included multiple air releases, two HDD installations to avoid wetland disturbance, fourteen jack and bore installation at four railroad crossing and ten road crossings and one aerial crossing at the discharge creek of the treatment ponds. To maintain optimum hydraulic conditions, two pigging stations were included to facilitate cleaning of the main. Hydraulic and surge modeling was performed to optimize the pump and pipe selection process and determine optimum placement of the air/vacuum valves along with a surge anticipator in the pump station.

All-pipe Hydraulic Water Model, Water Master Plan, Virginia Beach, Virginia. Managing the updating of the City of Virginia Beach H2OMap all-pipe hydraulic water model and evaluating and updating the city’s 2009 Water Master Plan. Updates to the model have included updating model system components from the city’s GIS so the hydraulic model accurately reflects the existing system. Performing various analysis such as system vulnerability assessments, hydrant flow, pump station capacity assessments and operational and system improvements to minimize low pressures in the southeast portion of the system. The City of Virginia Beach system includes 3 pressure zones, over 85,000 pipes, seven pumping facilities, and 10 water storage tanks.

Finished Water Pump Station, Cleveland, Ohio. Assistant Project Manager for a $50 million upgrade to the Garret A. Morgan finished water pump station in Cleveland, Ohio, which includes the replacement of existing pumping facilities and demolition of a reservoir. Coordinating subconsultants on detailed design issues, cross-checking the work of various disciplines, assisting with project quality assurance, and preparing construction cost estimates.

North Royalton Pump Station and Water Storage Tank, Cleveland, OH. Project Engineer developing detailed plans and specifications for the North Royalton pump station and water storage tank in Cleveland, Ohio. Provided process design and layout and coordinated subconsultants on the pump station, which was designed to serve three pressure districts and included space for 14 pumps to meet 50-year demands of 45 MGD. Developed a unique baffling system for a 5-million-gallon (2-million-gallon inner and 3-million-gallon outer tank) pre-stressed concrete tank to minimize stagnation, achieving a t10/T efficiency of 0.80 and 0.89 respectively. Provided bidding assistance and consultation during construction.

Elevated Water Tank, Painesville, Ohio. Evaluated the coating system condition of a 1-million-gallon elevated water tank and a 300,000-gallon standpipe in Painesville, Ohio. Coordinated analysis of composite coating system samples for lead and chromium content and toxicity characteristics. Developed a report with recommendations for rehabilitation and associated costs.

Steel Groundwater Storage Tank and Pump Station, Concord Township, Ohio. Provided design assistance and part-time resident inspection for a 1-million-gallon steel groundwater storage tank and a pump station to serve a new high-pressure district in Concord Township, Ohio.

City of Suffolk, Hydraulic Model, Suffolk, Virginia. Technical Manager. Managed the development of an all-pipe water distribution hydraulic model using Infowater model software for the City of Suffolk, Virginia.

RANDOLPH ROSTAS, PE PUMP STATIONS AND STORAGE

ACADEMIC QUALIFICATIONS BSET/Civil Engineering Technology,

Old Dominion University, 1988 Coursework/Civil Engineering and Surveying/Ohio

State University/1982

PROFESSIONAL REGISTRATION Professional Engineer – VA, DC, OH


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The model was used to evaluate planned improvements for pipe sizes, system storage and pumping facilities. Separate new pressure districts were examined to increase pressures for firefighting capacities in new developing commercial areas.

Water Distribution and Sewer Line Improvements, Eagle Pass, Texas. Managed the development of plans and specifications for replacing the entire water distribution system of the South Colonias area which included over 30 miles of 6” to 16” PVC water mains. Prepared an EPANET v. 2.0 water model to examine the development of the new system to optimize fire flow protection and to minimize water quality concerns for a 20-year planning period.

Elevated Water Storage Tanks and Distribution Improvements, Elyria, Ohio. Project Manager for design and construction services on $5 million water distribution system improvements, including design of 23,000 LF of 8’’ to 16’’ ductile iron water mains, one bridge crossing, 2 new pump stations and associated elevated storage tanks to subdivide the city's water distribution system into three pressure districts. Provided bidding assistance, resident project inspection and start-up assistance, reviewed shop submittals and contractor claims for changed conditions, and reviewed an O&M manual.

Water Distribution System Improvements, Elyria, Ohio. Managed the design of water distribution system improvements for Elyria, Ohio, which included the design of 23,000 feet of 8- to 16-inch ductile iron water mains, one bridge crossing, two new pump stations, and two elevated water storage tanks, to subdivide the city's water distribution system into three pressure districts.

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Mr. Freeland is a civil engineer with experience in comprehensive site design for private- and public-sector clients. His responsibilities include preparation of construction documents and supporting calculations for access roads, parking, site utilities, storm drainage, erosion and sediment control, and storm water management.

His duties include site design elements such as: layout, rigid and/or flexible pavement design, earthwork and grading, erosion and sediment control plans, water and sanitary service from mains to new or renovated facilities, storm drainage system design, storm water quantity and quality design, fencing, opinion of probable construction costs, narratives, and construction documents such as drawings and specifications.

Mr. Freeland also provides storm drainage system design, storm water management design, and pavement design.

RELEVANT EXPERIENCE

Water Filtration Plant, Rockingham County, Virginia. Engineer.

Water Treatment Plant Renovation, Radford, Virginia. Engineer.

Water Reclamation System, Manassas, Virginia. Engineer.

Smith Gap Phase I Capacity, Roanoke County, Virginia. Engineer.

Smith Gap Landfill Phase II Liner, Roanoke County, Virginia. Engineer.

Brookwood Wastewater Pumping System, Augusta County, Virginia. Engineer.

Tinker Creek Interceptor Sewer, Roanoke, Virginia. Engineer.

Sewer Rehabilitation Project MR-1, Roanoke, Virginia. Engineer.

Water Treatment Plant Expansion, Manassas, Virginia. Engineer.

Naval Support Facility, Modification to Sewage Treatment Plant, NSF Dahlgren, Virginia. Engineer with full responsibility for site design and partial

responsibility for coordination between multiple design disciplines during renovation project.

Tecton Products, Manufacturing Facility, Roanoke County, Virginia. Engineer with full responsibility for site design and partial responsibility for technical assistance during design-build construction contract.

US Department of State, US Embassy FY10 Expansion, Kabul, Afghanistan. Assisted in utility and storm drainage layout. Performed storm drainage and storm water management calculations. Assisted in preparation of drawings, narratives, and specifications to be included in DOS request for proposal (RFP) documents.

US Department of State, Camp Sullivan Short-Term Expansion, Kabul, Afghanistan. Assisted in utility and storm drainage layout. Performed storm drainage and storm water management calculations for expansion of a US troop facility. Assisted in preparation of drawings, narratives, and specifications to be included in DOS request for proposal (RFP) documents.

US Department of State, New Embassy Compound, Nouakchott, Mauritania. Assisted in utility and storm drainage layout. Performed storm drainage and storm water management calculations for a new embassy compound. The compound included controlled-access points, new office, warehouse, security guard, utility facilities, and recreation areas. Assisted in preparation of drawings, narratives, and specifications to be included in DOS request for proposal (RFP) documents.

US Embassy, Site Design, Brasilia, Brazil. Engineer with full responsibility for site design. Design elements included water utility renovation and inclusion of anti-terrorism/force protection (AT/FP).

US Agency for International Development, Fort Liberte Community Hospital - Haiti Health Infrastructure Program, Fort Liberte, Haiti. Civil Engineer responsible for site design of 10-acre hospital complex. Site contains 23 hospital buildings, residences, and miscellaneous structures. Duties included site layout, grading and drainage, and specifications.

US Agency for International Development, St. Michel de l'Attalaye Community Hospital - Haiti Health Infrastructure Program, St. Michel, Haiti. Civil Engineer responsible for site design of 7-acre hospital complex. Site contains 23 hospital buildings, residences, and miscellaneous structures. Duties included site layout, grading and drainage, and specification.

US Army Corps of Engineers, SOF Barracks Complex, Fort Campbell, Kentucky. Assisted in storm drainage layout, erosion/sediment control design, and specifications. Performed storm water management calculations.

ANDREW FREELAND, PE CIVIL/SITE

ACADEMIC QUALIFICATIONS BS, Civil Engineering, Virginia Polytechnic Institute

and State University, 1991



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Mr. Shugars has 26 years of electrical design experience on specialized water, wastewater, landfill, and roadway projects. His qualifications include design of electrical service, power distribution, and lighting systems; emergency and standby electrical power systems; and roadway lighting.

Mr. Shugars’ professional activities have included electrical design and construction services on a wide range of municipal, industrial and Department of Defense projects, which include wastewater treatment plants, water treatment plants, landfills, groundwater remediation plants and systems, and roadway lighting projects.

RELEVANT EXPERIENCE

Hilton Head Public Service District, Reverse Osmosis Water Plant Design-Build, Hilton Head, South Carolina. Lead Electrical Engineer on the design-build of the 3-mgd reverse osmosis water treatment facility for the north and mid-island areas of Hilton Head Island. Design included a new electric utility service, power distribution for the facility and one remote water well, lighting, and specifications for the three 125 hp booster pumps, three 1 mgd reverse osmosis skids, and post treatment chemical addition. The design is readily expandable to 6 mgd.

Robins AFB, Operable Unit 3 Groundwater Treatment System, Robins AFB, Georgia. Lead Electrical Engineer for the design-build project to add 13 extraction wells and collection piping to the existing groundwater treatment system. Provided power distribution and controls specifications and drawings for the phase 3 upgrade. System included 480v and 208v, 3-phase power distribution and instrumentation and controls upgrades for the existing PLC based control and monitoring system.

Brunswick County Public Utilities. Carolina Shores Force Main and Wastewater Treatment Plant Improvements. Electrical Design Engineer for the project, which included a 16-inch force main, a 2.16 mgd pump station, a new in-plant influent pump station, replacing the floating aerators and adding floating mixers in the aeration basins, a MCC building, a standby generator, a SCADA tower, SCADA system additions and scum pump station for the three clarifiers.

Marine Corps Base at Camp Lejeune, French Creek Wastewater Treatment Plant Improvements. Electrical Engineer for improvements to the Marine Corps Base’s 15.0 million gallon per day (MGD) Advanced Wastewater Treatment Plant. The improvements included a new headworks consisting of mechanical bar screens, and grit removal units; a flow equalization basin; a transfer pump station; a secondary sludge pump station; an influent sludge holding basin; a 500,000 gallon digested sludge holding tank with external mixing; odor control; a truck loading station; and external mixing for the existing 2,265,000 gallon digested sludge holding tank.

Cobb County Water Systems, South Cobb WRF - Headworks Improvements, Austell, Georgia. Electrical Engineer for the design-build project to upgrade the headworks for a 40-mgd municipal wastewater treatment plant. Upgrades include construction of a septage receiving facility with truck scale; construction of an addition to the headworks structure with channels for two new bar screens and an overflow channel; installation of a climber-type mechanical bar screen (with stainless steel enclosure) and inclined screw conveyor; installation of aluminum covers on the existing open channels Grit Tanks, and installation of a 17,500 cfm dual stage, packed bed chemical Odor Control System with associated ductwork system and chemical storage facility; and replacement of the existing lime silo and feed/slaker system with a new 110-ton silo and hydrated lime feed system. Duties included electrical and I&C drawings and specifications of all major electrical equipment; shop drawing review; construction oversight; and start-up assistance.

City of Newport, Wastewater Treatment Plant, Newport, Rhode Island. Provided electrical design drawings and specifications for the design-build initial capital improvements required for the upgrade and 20-year operation of the wastewater treatment plant. Prepared electrical designs for the replacement of pumps and controls at each of the city’s pumping stations and combined sewer overflow pumping stations, along with the new chemical feed equipment, and replacement of the aerators with fine bubble diffused air system at the wastewater treatment plant.

STEVE SHUGARS, PE ELECTRICAL

ACADEMIC QUALIFICATIONS BS, Electrical Engineering, Western Michigan

University, 1987

PROFESSIONAL REGISTRATION Professional Engineer – NC, SC, TN, GA, FL, VA, WI


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Mr. Hernandez has a wide experience in the design of heating, ventilating and air conditioning systems as well as plumbing, and fire protection systems. His vision and desire is to provide innovative solutions to the challenges presented in the design of today’s complex mechanical systems. Mr. Hernandez’s experience is based on over 40 years of work throughout Florida, other States and the Caribbean.

RELEVANT EXPERIENCE

Brunswick County Public Utilities. Carolina Shores Force Main and Wastewater Treatment Plant Improvements. Served as Electrical Design Engineer for the project, which included a 16-inch force main, a 2.16 mgd pump station, a new in-plant influent pump station, replacing the floating aerators and adding floating mixers in the aeration basins, a MCC building, a standby generator, a SCADA tower, SCADA system additions and scum pump station for the three clarifiers.

Miramar Water Treatment Plant, Miramar, Florida. Mechanical, plumbing and fire protection engineering for a new water treatment facility located in Miramar, Florida.

Broward County Judicial Complex, Fort Lauderdale, Florida. Mechanical Engineer for this new 712,000 SF courts building will occupy a 1.55 acre portion of the campus and will be a 20 story high-rise structure providing state of the art courtrooms and office space. The new building includes 355,000 SF of administrative office space for several government agencies including the State Attorney, Clerk of Court and Court Administration, with 74 courtrooms and hearing rooms.

GE Corporate HQ Building and Campus, Fairfield, Connecticut. AECOM was selected to provide vision concepts to GE that will enhance the overall environment, creating a workplace that will support GE’s mission, a site that will be transformed to create an appropriate setting and infrastructure that will transform the buildings into high performance, efficient, sustainable workplaces. The report will describe an integrated proposal of chances to the interior, exterior

and infrastructure of headquarters building and site that will create an entirely new high performance, 21st century home for GE executives.

Port of Miami Tunnel, Miami, Florida. Mechanical Engineer for the design and construction document phase for all facilities associated with a vehicular tunnel connecting Watson Island to the Port of Miami (Dodge Island). Facilities consist of two (2) flood gate enclosures at tunnel entrances/exits, two (2) operations buildings with control rooms, and a vehicle maintenance facility.

Baha Mar Convention Center, Nassau, Bahamas. Mechanical Engineer for a 200,000 square foot convention center located on a waterfront site in central Nassau. The center will complement and support the other resort components including major hotels for Sheraton and Wyndham, restaurants, retail, entertainment, residential, parking garages, and golf course. The convention center will include a main ballroom capable of seating 2,000 for a variety of functions with a lobby / pre-function area; exhibition / convention space capable of being subdivided to accommodate different size events; a separate wing of meeting rooms, a full service kitchen; administrative support space; loading dock; and storage. The building used the best sustainable design principles. infrastructure of headquarters building and site that will create an entirely new high performance, 21st century home for GE executives.

ORLANDO HERNANDEZ, PE, LEED AP HVAC

ACADEMIC QUALIFICATIONS BS, Mechanical Engineering, Florida International

University, 1977

PROFESSIONAL REGISTRATION Professional Engineer – FL, GA, NC, OH, MD LEED Accredited Professional


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Mr. Motiwala leads the structural design team for AECOM’s Southeast Region Water from the Orlando, Florida Office. He manages the region’s structural engineers, providing technical guidance on a variety of assignments.

Mr. Motiwala specializes in civil and structural engineering projects. He has served as a professional engineer in the areas of structural design of water and wastewater treatment facilities, pump stations, box culverts, retaining walls, industrial and manufacturing facilities, as well as assessment of existing infrastructure and facility engineering.

As a lead structural engineer, his years of expertise consist of computer aided finite element analysis of structures, design of cast-in-place concrete structures for the environmental industry and design of pre-cast concrete, masonry, timber and steel structures. In addition, Mr. Motiwala has performed as a team leader in value engineering and project management.

RELEVANT EXPERIENCE

Pinellas County Utilities, Waste to Energy Water Treatment Plant, Pinellas County, Florida. Lead Structural Engineer for the design of a 3-mgd facility, which has an integrated membrane treatment process with coagulation, sedimentation, and microfiltration pretreatment prior to high recovery reverse osmosis desalination. The facility maximizes water supply from on-site sources while also providing corrective action for nitrogen and salinity discharge violations and eliminating the need to purchase reclaimed water from a neighboring utility. Structures include a reinforced concrete framed one story facility with a precast double tee roof to house reverse osmosis and micro filtration units, a reinforced concrete intake structure utilizing sunken caisson construction techniques, reinforced concrete clarifiers, reinforced concrete reverse osmosis feed tank, and chemical storage facilities. Special concrete protective were specified to withstand mist from adjacent cooling towers.

Markham Regional (Ozone) Water Treatment Plant Upgrades, Seminole County, Florida. Lead Structural Engineer for an ozone treatment plant upgrade.

Structures include one-story building utilizing split face masonry wall construction with a cold formed steel truss frame supporting a metal roof deck to house ozone generators, and a similar building for administration staff; an elevated reinforced concrete ozone contactor tank; and a pre-engineered steel building to house ion exchange equipment and chemical tanks.

Hialeah Reverse Osmosis WTP, City of Hialeah, Florida. (Design/Build) Lead Structural Engineer for this Reverse Osmosis Design-Build facility. Structures include a 44,000 sq ft Process/Administrative Building, Generator/Electrical Building, reinforced concrete Clear Well and Bio Filter structures, prestressed concrete water storage tank and other miscellaneous structures. The building structures utilize concrete tilt-up panels with a curved standing seam metal roof supported by metal joists.

Alternative Water Supply Project, City of Oldsmar, Florida. Lead Structural Engineer for a new water supply and treatment system. Components include 12 brackish water wells; 11,000 feet of raw water transmission main; 3.2-mgd maximum day reverse osmosis water treatment plant; 8,000 feet of concentrate disposal pipeline; and a 1.2-mgd deep injection well. Structural design included design of a building to house the RO treatment process and an administrative area. The reverse osmosis section of the building is a one-story prefabricated metal building with split face masonry wall. RO section also includes electrical and chemical rooms which are isolated from the RO process with interior masonry walls and a composite roof deck. The administrative section is a two-story structure with bearing split face masonry exterior walls. Roof structure is cold formed roof trusses with a metal deck roof. The first floor is concrete form deck floor supported by metal joist bearing on exterior masonry walls and internal steel framing.

Tampa Bay Regional Water Treatment Plant, Tampa, Florida. (Design/Build) Lead Structural Engineer for the design-build of a 66-mgd surface water treatment plant. Structures included a steel-framed maintenance and dewatering facility, a steel-framed chemical feed building, two 90-foot-diameter gravity thickeners, a two-story operations building utilizing tilt-up construction techniques, and several other environmental structures.

Peace River Water Treatment Plant Expansion, DeSoto County, Florida. Lead Structural Engineer; project included the design of concrete common wall octagonal tanks for PAC contact, solids contact, chlorine contact, and sludge removal. In addition, the project included the design of filters, pump stations, and various building to house chemicals and mechanical and electrical systems.

KHALID MOTIWALA, PE STRUCTURAL

ACADEMIC QUALIFICATIONS BS, Civil Engineering, University of Central Florida,

1990

PROFESSIONAL REGISTRATION Professional Engineer – FL, NY, NJ, GA, NC, SC


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Mr. Reimer is an architect with over 40 years of experience working on various facilities for public and private sector clients including new facilities, renovations, and expansions. He has prepared architectural documents, specifications, and construction documents and is experienced with project scheduling and cost estimating. Mr. Reimer is the Architectural Department’s technical coordinator and quality assurance manager.

Mr. Reimer’s participation in the design process coordinates technical constructability, applicable code compliance, and construction documents (drawings and specifications) among disciplines. He works closely with the engineering team and owners and stakeholders to coordinate and integrate their requirements. He has represented owners in various local government reviews and presentations to review boards. He identifies applicable code information at the beginning of a project and outlines code requirements to aid project design. Mr. Reimer reviews concepts and revisions for code compliance and constructability and is involved in overall project coordination, detailing, standards, and final compliance with all applicable codes in the final review stage.

RELEVANT EXPERIENCE

City of Lynchburg, Lynchburg College Hill Water Plant, Lynchburg, Virginia. Senior Architect on development of renovations to existing operational water treatment facility including laboratory renovations, employee facilities, additional offices and process related fit-ups.

City of Fenton, Water Treatment Plant, Fenton, Michigan. Architectural Project Manager/Architect of record for architectural and structural detailing and specification preparation, and coordination of a new water treatment facility. The project features a masonry wall bearing with a precast concrete deck structure nestled into a gentle sloping site. Work entailed the architectural and structural detailing, architectural and structural specification preparation and coordination for the new water treatment facility ($2.5 million of a $7 million project). Project is a masonry wall bearing with

precast concrete deck structure that is nestled into a gentle sloping site.

US Army, Water/Sewer Upgrade, Fort Leavenworth, Kansas. Structural Engineer for development of a new pump station. Reviewed details for building code conformance and constructability issues. Alleghany County, Lower Jackson River Regional Wastewater Treatment Plant Design-Bid, Alleghany County, Virginia. Concept Designer/Senior Architect providing the conceptual design of a new wastewater treatment facility in a farm setting. Includes lab/office building as farmhouse with several other process buildings designed to look as sheds and barns. Also performed internal architectural QA/QC effort and cross-discipline review coordination.

Alleghany County, Lower Jackson Pump Station Design-Bid, Alleghany County, Virginia. Senior Architect providing the design of pump station houses at several sites in the community. Also performed building code reviews and internal architectural QA/QC effort and cross-discipline review coordination.

Alleghany County, Lower Jackson PER Modifications, Alleghany County, Virginia. Senior Architect providing design development documents for the renovation of an existing waste water treatment plant to a pumping station. Also performed internal architectural QA/QC effort and cross-discipline review coordination.

US Navy, Sewage Treatment Plant Naval Support Facility Modification, Dahlgren Navy Base, Virginia. Architectural Department QC Reviewer for development of a new wastewater treatment facility located at an existing facility.

Town of Broadway, Upgrade N Fork Reclamation Facility, Broadway, Virginia. Architectural Reviewer for a sewage treatment plant upgrade facility.

GLEN REIMER, RA ARCHITECTURAL

ACADEMIC QUALIFICATIONS BS, Architecture, Lawrence Technological University,

1994 AS, Building Construction Technology,

Lawrence Technological University, 1974

PROFESSIONAL REGISTRATION Registered Architect – VA, WI, MI, CO


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Mr. Hodge is experienced in the project management and preliminary and final site layouts for bridge and highway projects. His experience also includes preliminary highway and railroad designs; location studies and environmental impact statement oversight; final rural and urban highway designs; final passenger and freight railroad designs; and industrial park layout and infrastructure design. He has additional experience in surveying, plat descriptions, site layouts, and rights of way. Mr. Hodge's past experience with VDOT included management of a 143-person residency responsible for construction, maintenance, and land development programs for three fast-paced urbanized counties.

RELEVANT EXPERIENCE

Virginia Department of Transportation, I-81 Truck Climbing Lanes Design-Build, Rockbridge County, Virginia. AECOM provided roadway design, bridge design, and drainage design, which included plans for storm sewer systems, erosion and sediment control, temporary drainage, and storm water management for 7.1 miles of the northbound lanes. The overall project included construction of the truck climbing lane, replacement of three bridges, improvements to the existing I-81 northbound left and right shoulders, upgrading all guardrails, guardrail transitions and end treatments to meet current standards, and the retaining wall required for bridge structures. Mr. Hodge is the Design Manager for this project.

City of Lynchburg, Midtown Connector, Lynchburg, Virginia. AECOM provided engineering services for the proposed new one-mile-long roadway along with a roundabout. The proposed 3-lane context-sensitive roadway is classified an urban roadway. Responsible for providing roadway design, roadway drainage, storm water management basins, erosion and sediment plans, water and sanitary sewer design, signal design, environmental review, geotechnical, and maintenance of traffic plans. The roadway drainage design included design of storm sewer systems, coordination with utility companies to avoid proposed and existing utilities along the roadway corridor, and design of aboveground and underground storm water management measures. The project is currently under construction with AECOM responsible for the

construction and administration services. Mr. Hodge is the Project Manager for this project.

Virginia Department of Transportation, Route 11, 220, 220A Access Management at Exit 150 at I-81, Botetourt County, Virginia. AECOM provided alternative development of multiple alternatives for evaluation to solve current and future issues at the Exit 150 interchange to I-81, the interface with Route 11, and intersection with Route 220. Alternative development and evaluation included coordination of traffic modeling, preliminary drainage design, and application of access management criteria. Currently AECOM is providing the final design for the selected alternative as determined by the alternative evaluation report and in support of the interchange modification report. Mr. Hodge is the Project Manager for this project.

Fort Lee, Sisisky Boulevard Roadway Improvements, Petersburg, Virginia. Senior Engineer that provided engineering design services for widening and upgrade of Sisisky Boulevard to ATFP standards as a main access gate into Fort Lee. The major access road was also required to be brought into compliance with antiterrorism/force protection measures for entry control facilities (ECF). The associated ECF was designed to provide for 4-vehicle tandem processing, a separate vehicle search area, as well as a remote truck search area, all within the controlled confines of the facility.

Roanoke County, Merriman Road Roundabout, Roanoke County, Virginia. Provided construction plans for a 5-legged roundabout that connects the nearby elementary school, the new county library, and heavily traveled Merriman Road. Also performed roadway drainage calculations, storm drain systems, storm water management facilities, and E&S measures.

SCOTT HODGE, PE ROADWAYS

ACADEMIC QUALIFICATIONS BS, Civil Engineering, Virginia Military Institute, 1980



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Mr. Van Hyning is a civil engineer and serves as a Lead Engineer and Project Manager for AECOM Transportation in the Roanoke, Virginia office. He has extensive experience in the production of maintenance of traffic plans in support of linear civil projects. Mr. Van Hyning understands the requirements of VDOT Transportation Management Plans for those projects within the right-of-way. He also has experience in coordinating with municipalities to define construction constraints that may impact vehicular and pedestrian traffic so that projects can be properly bid. His coordination experience has minimized delays to both construction schedules and vehicular travel times, and responses to unforeseen incidents are timely and impacts have been mitigated.

RELEVANT EXPERIENCE

Bridge Maintenance and Repair Projects, Multiple Clients and Locations. Under these contracts construction plans and cost estimates were prepared for the repair and rehabilitation for bridges across Southwest and Central Virginia. These projects require development of maintenance of traffic plans, roadway and bridge alignment and grade, cross sections, guardrail design, detour routes, temporary traffic crossovers, pavement marking and signage plans, and temporary signalization. Duties include coordination with multiple sections within VDOT to obtain required input into design, attending review meetings, and responding to client requests during both design and construction. Since 2001, have developed a role of increasing responsibility as Roadway Practice Leader for these contracts. Responsibilities include initial site reconnaissance, development of project scope and fee, assignment of staff, hands-on design, providing oversight and direction, conducting and/or directing quality control procedures, and providing performance feedback. Clients:

VDOT – Bristol, Salem, and Lynchburg Districts

City of Roanoke, VA

Marine Corps Base Quantico

VA Public Works Branch

Town of Christiansburg, VA

Bryant Contracting (VDOT Fredericksburg and Richmond Districts)

City of Lynchburg, VA

Midtown Connector, City of Lynchburg, Virginia. This project involved the reconstruction of a 1.2-mile, two to four-lane urban roadway facility. Improvements include the addition of the curb and gutter, closed system drainage, storm water management facilities, improved signalization, a traffic circle, and sidewalk. Responsible for providing sequence of construction and maintenance of traffic plans and associated coordination with client.

CHAD VAN HYNING, PE MAINTENANCE OF TRAFFIC

ACADEMIC QUALIFICATIONS MS, Civil Engineering, North Carolina State University,

1996 BS, Civil Engineering, North Carolina State University,

1993

PROFESSIONAL REGISTRATION Professional Engineer – VA, NC


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Mr. Lawson is a professional Land Surveyor for AECOM. He has 20 years of experience as a land surveyor both at AECOM and prior to joining the company in 2004. As a surveyor his experience includes linear surveys for utility and roadway projects, American Land Title Association (ALTA) land title boundary surveys, commercial surveys, large tract boundary surveys, control surveys, industrial surveys, transportation surveys, global positioning system (GPS) surveys, geographic information systems (GIS), hydraulic and hydrographic surveys and all types of surveying to support engineering and architectural projects.

RELEVANT EXPERIENCE

Lower Jackson Force Mains and Sanitary Sewers County of Alleghany, Virginia, Alleghany County, Virginia. Survey Party Chief and Lead Field Surveyor for engineering topographic survey for 8.7 miles of new force main and gravity sanitary sewer. Coordinated global positioning system (GPS) aerial control survey sub-consultant, aerial mapping, and utility designators. Property boundaries, property ownership, and rights-of-way were incorporated into the topographic survey.

Repair Sanitary Sewers Mainside, Marine Corps Base Quantico, Quantico, Virginia. Survey Party Chief and Lead Field Surveyor for engineering topographic surveys for 8000 linear feet of sanitary sewer replacement, 30 sanitary manhole replacement surveys, and locating and inverting the “Mainside” of the Base’s 900+ sanitary manholes for MCB Quantico’s geographic information system (GIS).

4th PEPCO Electrical Feeder DIAC, NAVFACWASH, Bolling Air Force Base, Washington, DC. Survey Party Chief and Lead Field Surveyor for engineering topographic survey for 10,600 linear feet of electrical duct bank including geotechnical test boring locations.

Upgrade Waste Water Treatment Plant, Dahlgren Naval Weapons Center, Dahlgren, Virginia. Survey Party Chief and Lead Field Surveyor for engineering topographic survey for additions and upgrades at the waste water treatment plant.

Lower Jackson Waste Water Treatment Plant Design County of Alleghany, Virginia, Iron Gate, Virginia. Survey Party Chief and Lead Field Surveyor for engineering topographic survey for new waste water treatment plant site. Work included property subdivision, right-of-way, and easement platting.

Master Plan Survey, Fort Lee, Petersburg, Virginia. Survey Coordinator and Lead Surveyor for large scale master planning mapping project for facility upgrades. Coordinated multiple survey parties during survey of 36 acres of urbanized military housing and training facilities.

DFAC/BARR, Fort Lee, Petersburg, Virginia. Survey Coordinator and Lead Surveyor for topographic surveys in support of engineering design. Coordinated multiple survey parties performing topographic mapping for the design of a new troop dining facility.

AIT Barrack, Fort Lee, Petersburg, Virginia. Survey Coordinator and Lead Surveyor for topographic surveys in support of engineering design. Coordinated multiple survey parties performing topographic mapping for the design of a new barracks building.

South River Greenway, City of Waynesboro, Virginia, Waynesboro, Virginia. Survey Party Chief and Field Surveyor for engineering topographic survey for 5700 linear feet greenway trail along the South River. Work included utilities, property boundaries, and street rights-of-way.

North Main Street Streetscape, Town of Broadway, Broadway, Virginia. Survey Party Chief and Field Surveyor for engineering topographic survey for 2300 feet urban streetscape project.

Green Circle Trail, City of Winchester, Winchester, Virginia. Survey Party Chief and Field Surveyor for engineering topographic survey for 5100 feet greenway trail project. Property boundaries and rights-of-way were located.

MARK LAWSON, LS SURVEY COORDINATOR

ACADEMIC QUALIFICATIONS BS, Civil Engineering Technology,

Old Dominion University, 2011 A.A.S, New River Community College, 2008 Virginia Surveyor Apprenticeship,

Virginia Western Community College, 2002

PROFESSIONAL REGISTRATION Licensed Surveyor, VA


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Mr. Seward is a senior civil engineer with 17 years of environmental permitting experience in the Commonwealth of Virginia. He has been involved in upfront permitting as well as permitting compliance during construction for over 55 miles of water, sewer, and storm water conveyance systems ranging from 8-inch to 60-inch mains as well as large scale dredging, living shoreline, and power generation projects. Mr. Seward’s project experience includes obtaining permits from various Virginia agencies including VDEQ, VDCR (now VDEQ), VDH, VMRC, local jurisdictions and wetland boards, VDOT, and railroads (for crossings). He is also familiar with the connectivity to federal agencies such as US Coast Guard, USACE, and USEPA when working on projects involving water supply and conveyance permitting. In addition to permitting, his duties during his career have included design, construction, project management, quality control, construction management, and project scheduling.

RELEVANT EXPERIENCE

Fairfax County, Noman Cole Water Pollution Control Plant Reuse Study, Lorton, Virginia. Project Manager for the feasibility study of reclaiming 3-mgd of effluent water from the 67-mgd plant to provide cooling water to a resource recovery facility approximately 3 miles from the plant. Served as the project manager and lead engineer for the study and developed a system model of the existing Fairfax County conveyance system to determine available capacity. Performed water quality evaluations to determine likely reclaimed water treatment options and calculated increases in system blowdown resulting from reclaimed water use.

Permitting Consulting Services Confidential Nuclear Facility, Virginia. Project Engineer and Manager for environmental consulting and permitting support for Site Separation Phase of confidential Power Station in Virginia. AECOM’s scope of services includes Joint Permit Application technical support and third-party review, construction work force wastewater treatment plant loading and discharge limit calculations, Offsite Spoils Analysis for transportation and disposal of construction spoils, engineering support for major reactor component transport haul route analysis,

focused habitat surveys for select threatened and endangered species, construction well permitting, Erosion and Sediment Control Plan and land disturbance permitting, Stormwater Pollution Prevention Plan (SWPPP) and storm water permitting, Storm water Compliance and SWPPP Training provided to client and project personnel, and Stormwater Pollution Prevention Team meetings and periodic erosion and sediment control inspections. Site Separation activities include construction of parking lots, roadway realignment, relocation of various maintenance shops and hazardous waste facilities, and excavating and stockpiling spoils.

City of Richmond Construction Management Services, Richmond, Virginia. Program Manager for improvements to critical Metro Richmond Water Supply infrastructure, including rehabilitation (with steel liner) or replacement (with ductile iron pipe) of 11,900 linear feet of 100-year old 36-inch to 54-inch transmission main and removal of 22,000 dry tons of sediment from the Water Treatment Plant Feeder Channel. Responsibilities include permit compliance monitoring including Nationwide Permits 13 and 14, land disturbance permits, storm water permits (VAR10), work-in-streets permits, CSX Access Agreements, CSX Crossing Permits (for jack and bore in ROW), and agreements with adjacent counties for shared spaces. Large portions of the transmission mains requiring replacement are located within the west bank of the James River, in the Kanawha Canal, and/or crossing under CSX right-of-way.

US Environmental Protection Agency – Region V, ERRS Rebid - Hudson River Site Alternate Water Supply, Troy to Waterford, New York. Lead Project Engineer for construction of the alternate supply water line from Troy to the towns of Waterford and Halfmoon, including installation of water mains (approximately 45 miles), connection to existing water systems of Troy, Waterford, and Halfmoon, and directional drilling under the Hudson River. The project was permitted through the various state, local, and federal agencies concurrently as part of an overarching emergency water supply initiative. Project included subsequent construction management and permit compliance supervision.

College Lake Dredge Management Study, Lynchburg, Virginia. Project Engineer and Manager for a dredge management study to evaluate the water quality benefits, dredging costs, and implementation strategies for approximately 200,000 cubic yards of sediment removal from College Lake in Lynchburg, VA. Study included determination of permitting requirements for wetland disturbance, sediment disposal, dredging, transportation and disposal, agricultural application of sediment, and land application on open parcels. Work included an evaluation of the applicability of the Regional Permit RP-40 for maintenance dredging and/or excavation of non-tidal waters in VA.

DONALD SEWARD, PE ENVIRONMENTAL PERMITTING

ACADEMIC QUALIFICATIONS MEM, Engineering Management,

Old Dominion University, 2002 BS, Civil Engineering, University of Virginia, 1997



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Mocar Dredging, Pensacola, Florida. Project Engineer/Permitting Lead for dredging of 5,000 cubic yards of sediment impacted with polycyclic aromatic hydrocarbons (PAHs). Work included obtaining a dredging permit from the US Army Corps of Engineers (USACE) as well as developing dredging, water quality control, stabilization, and transportation and disposal standards for construction.

Money Point Sediment Remediation Design, Portsmouth, Virginia. Project Engineer and Permitting Lead for the remediation design of 80,000 cubic yards of polycyclic aromatic hydrocarbon (PAH) contaminated sediment on the southern branch of the Elizabeth River. This work included obtaining a Virginia Water Protection Permit from the Virginia Department of Environmental Quality as well as a permit from the Virginia Marine Resource Commission. Project includes dredging of contaminated sediments, nautical transportation to Port Tobacco at Weanack, sediment stabilization, and transportation and disposal to approved end use facilities. Services provided under this contract included data review and gap analyses, remedy selection, core sampling using vibracore equipment, end use evaluations, quick lime studies, elutriate studies, estimates, development of bid packages, bid evaluation, coordination with regulatory agencies and the United States Coast Guard, and on-call construction phase services.

Goochland County, Sanitary Sewer, Eastern Goochland County, Virginia. Project Engineer for the design and construction management of more than seven miles of 12-inch through 24-inch trunk sewer line, a 250,000-gpd pump station, and approximately 4,000 linear feet of 8-inch force main. Served as permitting lead for Virginia Department of Transportation (VDOT) crossings, wetland impacts plat preparation, erosion and sediment control. Provided sanitary sewer, pump station, and force main design, regulatory agency interaction and submittal preparation, subcontractor management and coordination, wetland impact plat preparation, property restoration coordination, organizing geotechnical investigations, preparation of engineering estimates and bid tabs, conducting prebid conferences, and construction oversight.

Money Point Habitat Enhancement Design, Portsmouth, Virginia. Project Engineer for the coastal and marine design of a 1.3-acre constructed marsh, including over 700 linear feet of Class II riprap sill to create a hardened shoreline, tidal channels, Spartina Alterniflor planting, and sill openings to allow twice daily tidal inundation, and 800 cubic yards of polycyclic aromatic hydrocarbon (PAH) sediment remediation. Services provided under this contract included marsh grading plan, biological benchmarking and marsh plant species selection; riprap sill, apron, and toe protection design; marsh grading to accommodate both upland drainage and tidal flow; marsh sand specification,

estimates, development of bid packages, bid evaluation, coordination with regulatory agencies and the United States Coast Guard, and on-call construction phase services. The project is located on the southern branch of the Elizabeth River. Project also includes dredging of contaminated sediments, nautical transportation to Port Tobacco at Weanack, sediment stabilization, and transportation and disposal to approved end use facilities.

Henrico County, North Gayton Road Extension, Henrico County, Virginia. Project Manager for a 1.3-mile roadway on new location, including environmental permitting, detailed design of roadway, water resources, traffic, bridge and structure, geotechnical, water and sewer, utility relocation coordination, and right-of-way acquisition.

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Ms. Franklin has 39 years of experience in the water industry including management of strong technical teams delivering clean and wastewater schemes. She has an excellent track record in developing winning proposals for major schemes, including major public-private partnership projects such a Project Alpha in Northern Ireland. She has developed innovative designs and technologies, managed R&D programmes and worked with partners to develop new commercial technologies.

Ms. Franklin has extensive experience as a Process Manager for AECOM, designing water treatment plants for turnkey delivery for a varied client base, using a variety of conventional and new treatment processes.

She has recently taken up the role as Global Technologist leading the Engineering Review Board which reviews all major water and waste water design projects. The review process manages risk and helps to deliver winning solutions which provide best value to our clients She also takes a global lead in Research and Development, working in partnership with several Universities developing a number of revolutionary new technologies.

She has operational experience in water and sewage treatment systems including senior management experience as an Area Water Production Manager. She has been involved in a major capital programme for asset renewal from strategic review, to programme development, specification, commissioning and operation of new water supply systems. She also has experience as a consultant conducting work for a major water companies, from feasibility study through to project specification, project supervision, commissioning and acceptance of new water treatment works.

RELEVANT EXPERIENCE

Water Service Northern Ireland, Project Alpha. Worked as a key member of the winning bid team developing the process design for this DBFO project which involved the provision of 400Ml/d treatment capacity and its operation for 25 years. Technology includes DAF, rapid gravity filtration, ozonation, GAC, manganese removal and THM control. Also sludge thickening in combined lamella thickeners and dewatering in a fully automatic membrane presses.

Water Service Northern Ireland, Clay Lake WTW. Developed the process design for 5 Ml/d plant using coagulation and submerged ultrafiltration membranes.

Yorkshire Water, Albert WTW. Developed the process design for winning the bid for a new 60 Ml/d MIEX plant using a magnetic ion exchange process for organics removal. This was the first plant of its type in the UK

Yorkshire Water, Loftsome Bridge WTW. Prepared the process design for the winning bid for this 114 Ml/d works which included the provision of new DAF plant, new RGF and refurbishment of ozone and existing RGFs as GACs.

Water Service Northern Ireland, Carran Hill WTW. Developed the process design for the winning bid for this 6 Ml/d treatment works. Technologies used were DAF, RGF, GAC and manganese contactors.

Water Service Northern Ireland, Foffany WTW. Member of the successful bidding team developing a compact footprint for this underground works hidden in the Mourne Mountains. Technologies used were DAF, RGF, GAC and Mn contactors. The works won several awards including a Green Apple award.

Water Service Northern Ireland, Mourne WTW. Prepared process design for winning bid for 160 ML/d treatment works. Technologies used were DAF, RGF.

Scottish Water, North Coast Water WTW. Lead Process Engineer for a new 18 Ml/d DAF and filtration works to supply the north coast of Scotland.

Yorkshire Water, Keldgate WTW. Lead Process Engineer for this 90 Ml/d Ultrafiltration works which, at the time, was the largest in the world.

Water Service Northern Ireland, Dorisland WTW. Process Designer for winning bid for extension and refurbishment of the existing works. Technologies used were DAF, RGF, and manganese contactors.

Hong Kong, Sham Tseng Water Treatment Works. Process Designer for 36 Ml/d DAF works.

Yorkshire Water, Elvington WTW. Lead Process Engineer under a professional services contract, providing technical advice to the client for a 240 Ml/d plant, treating river water with Actiflow, RGF’s, Ozone and GAC.

Yorkshire Water, Tophill Low WTW. Lead Process Engineer under a professional services contract, providing technical advice to the client for a 68 Ml/d works, treating reservoir water using Ozone, DAF and continued GAC / Sand (BAC) filters.

BRENDA FRANKLIN VE COORDINATOR

ACADEMIC QUALIFICATIONS MBA, Huddersfield University, 1995 Post-graduate Diploma, Water Engineering and

Pollution Control, Sheffield Polytechnic, 1978 BSc, Chemistry, Durham University, 1972


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Mr. Weisberger has 40 years of water and wastewater engineering experience including planning, design, construction and management. He has managed numerous civil and environmental engineering projects for municipal and private clients. His responsibilities include selecting and managing project teams, developing scope, schedule and budget, monitoring technical quality and achieving financial performance through project delivery. He has also provided expert testimony related to water and wastewater.

RELEVANT EXPERIENCE

Fairfax County Noman Cole Pollution Control Plant, Virginia. Project Manager and Resident Engineer responsible for project management, construction and startup of the $35 million MBBR project (New MBBR tanks, blowers, methanol feed, ASE pump station, screen building, tertiary clarifiers, disinfection tanks, water reuse, site work) including coordination with the Owner, design team, estimators, schedulers inspectors, start-up staff as well as regulatory interface at the 54 mgd Noman Cole PCP. Accomplishments include successfully managing multiple concurrent construction contract activities with other consultants and contractors, and effective management of project documentation, including average response time of 5.1 days for RFIs and 12.3 days for submittals. Served as a fact witness for Contractor initiated litigation, which was eventually resolved with no damages assessed against the Owner.

Arlington Water Pollution Control Facility, Virginia. Resident Engineer responsible for construction and startup of Contract 7B of this 40 mgd water pollution control facility (Main Pump Station, Screening, Grit Removal, Primary Clarification, BNR Aeration, Secondary Clarification, Bio-Filtration, Chlorination, Dechlorination, Gravity Thickening, Dissolved Air Floatation Thickening, Lime Stabilization, Centrifuge Dewatering and related facilities) including coordination with the design engineer (for design interpretation and changes), estimators (for the value of changes to the contract and retaining funds for non-conforming work), schedulers (to confirm the Contractors schedule and to evaluate requests for additional time), document control (to confirm that proper documentation is received, processed and returned in a timely manner), inspectors

(to review the Contractors progress and the acceptability of the work), start-up staff (to ensure a smooth transition from Contractor to Owner), inspectors (for contract interpretation and to confirm that the work meets the requirements of the project), as well as regulatory interface. Accomplishments include successfully managing multiple concurrent construction contract activities on a limited site with considerable changes (almost 1500 RFIs and over 500 Work Directed Changes) while staying within the $260 million construction budget, keeping the project on schedule, and minimizing the potential for litigation.

Fairfax Water, Griffith Water Treatment Plant and Pump Station, Fairfax, Virginia. Program Manager responsible for planning, design, construction and start-up of the new 120-mgd (expandable to 160 mgd) ozone/GAC filtration water treatment plant and Griffith raw water pump station, which started up in May 2006. Partnered with local civic organizations. Acted as Fairfax Water’s fact witness in court in defense of the contractor’s unsuccessful lawsuit. Managed as many as 31 on-site personnel as well as numerous off-site support specialists. The plant has met all of its financial and performance objectives.

City of Dover, Water System Design, Dover, Delaware. Responsible for design and construction services for a 5.0-mgd ozone water plant, 7 groundwater pumping stations and a 20-inch raw water transmission main.

Prince William County Service Authority, Water and Wastewater Systems, Virginia. Responsible for design and construction services for four elevated storage tanks, rehabilitation of a 6.1-mgd pump station, 39,600 feet of 8- to 36-inch sewers and force mains.

Water and Wastewater Systems, Rehoboth Beach, Delaware. Responsible for design modifications and construction services for a 3.4-mgd wastewater treatment plant, a 1.4-mgd water treatment plant, and 8- to 16-inch water mains.

STEVE WEISBERGER, PE RESIDENT ENGINEER

ACADEMIC QUALIFICATIONS B Eng, Engineering, State University of New York,

Stony Brook, 1974



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Mr. Freihammer is a senior process engineer with 20 years of experience in the water and wastewater sector. He has worked in France, Germany, United Kingdom, United States and Canada from operation, process commissioning and troubleshooting to design, tendering and project delivery. His experience covers a wide area of industrial and municipal water and wastewater processes including membrane technology for water and wastewater treatment.

RELEVANT EXPERIENCE

City of Winnipeg, Water Treatment Program, Winnipeg, Manitoba. Lead Commissioning Engineer for the new water treatment plant in Winnipeg with a capacity of 400 Ml/d. Responsible for the commissioning and transition of the Water Treatment Plant to supply. Coordination and daily briefings of a multidisciplinary team of engineers and technicians. Liaison with and progress reporting to the Cities project management team. Liaison with the cities Environmental Services Department. Preparation of the commissioning plan, Plan for water management plant during performance verification and commissioning. Preparation of performance verification protocols for plant process areas such as filtration, raw water pumping station, residuals treatment area or hypochlorite generation. Preparation of protocols for 3-day, 5-day performance tests and the 28-day system demonstration period. Preparation of 3-day,-5-day test reports and disinfection reports. Weekly progress reports and final report during the 28-day system demonstration period. Preparation of shift schedule during all test periods. Active involvement as a team member in all site commissioning activities. Coordination of contractor and equipment supplier training sessions for operators. Presentation of process training sessions to operators.

New York City Department of Environmental Protection, Croton WTP, New York City, USA. Start Up and Commissioning Coordinator for the 290 MGD Croton Water filtration plant. Preparation of the start up and commissioning specification, Plan for water

management during start up and commissioning. Review of contractors detailed start – up and commissioning plans, procedures and protocols. Facilitated Start up and commissioning workshop with designer, client, construction manager and contractors. Review of field system tests.

Daishowa-Marubeni International, Peace River Pulp Division, Peace River, Alberta. Process and Mechanical Design Lead for the upgrade of a potable water treatment plant consisting of a microfiltration membrane system integrated into an existing operating treatment plant. Responsibility for the detailed design deliverables of the WTP.

City of Thunder Bay, Water Pollution Control Centre, Thunder Bay, Ontario. Participated in commissioning tests on the biological aerated filtration facility, which is designed for BOD removal and nitrification. Responsible for the coordination and reporting of the performance tests on BAF and DAF thickening stage and hand over to the city of Thunder Bay. Responsible for fee proposal, organization and supervision of on- site collimated beam tests as preparation for a UV-disinfection project. Responsible for the fee proposal, pre-design report and detailed design of a sludge blending facility and digester feed pumping station.

City of Thunder Bay, Water Pollution Control Centre, Thunder Bay, Ontario. Onsite process support and guidance during emergency flood relief effort. Responsible to support City operations to reinstate and maintain essential waste water treatment processes after plant flooding event.

City of Brandon, Industrial Wastewater Treatment Plant, Brandon, Manitoba. Responsible for the MBR - membrane system specification for an 8 Ml/d treatment upgrade and for the 36 Ml/d MBR extension.

Manitoba Hydro, Kelsey Generating Station, Manitoba. Evaluation of bidding documents of membrane system suppliers. Start up and Commissioning lead for the transition of Municipal effluent to the centralized industrial treatment facility Manitoba Hydro, Kelsey Generating Station, Manitoba. Responsible for on- and offsite commissioning support for the MBR system of the generating station.

Ville de Cergy Pontoise, France. Provided process commissioning of a 40ML/d wastewater treatment plant including a high rate activated sludge system including biological aerated filtration system (Biostyr®-secondary nitrification) and mesophile sludge digestion.

Valenton (Greater Paris), France. Responsible for process commissioning of wastewater treatment works, mesophile digestion and dewatering plant (chamber filter presses). Supervised performance trials (34 tons of dry solids per day) for the complete sludge treatment process including mesophile sludge digestion, dewatering and sludge incineration.

TILL FREIHAMMER, PE COMMISSIONING/START-UP

ACADEMIC QUALIFICATIONS BSc, Physics/Environmental, Engineering Dipl-Ing

(BSc equiv) Diploma, Environmental Technician, Water, Waste and

Wastewater Treatment Certificate Technology Management

PROFESSIONAL REGISTRATION Professional Engineer – FL, GA, NC, OH, MD LEED Accredited Professional


Ron Davis Chief Technology Officer

Education BS Electrical Engineering – Virginia Tech Masters of Engineering – North Carolina State University Experience Research Assistant – North Carolina State University – 2 years Automation Engineer – Bridgestone / Firestone – 7 years Process Engineer – Alcatel Fiber Optic – 5 years Principal Engineer – Sunapsys, Inc. – 16 years Project Experience Moneta Wastewater Treatment Plant PPEA – Bedford County Public Service Authority Austinville WTP and Distribution system – New River Regional Water Authority Culpeper Water Pollution Control Facility – Town of Culpeper High Point Water Treatment Plant Expansion – Bedford County Public Service Authority Plant II System Integration – Metalsa Roanoke Mr. Davis has over 30 years of experience in industrial control and information systems. His experience extends from developing small, embedded controllers for process measurement to designing and implementing highly-automated plant-wide manufacturing systems for the automotive, medical device, metals, glass, telecommunications, tire and rubber, water and wastewater industries.

1725 Oakwood Street Bedford, VA 24523

540-5864710 (office) 540-586-4982 (home) [email protected]

Benny (Ben) Roger Shrader

Work Experience Summer 1966 Radford University Radford, VA Engineering Assistant

Surveying and construction staking for campus projects

1967-1974 Hercules, Inc. Radford Army Ammunition Plant Radford, VA Senior Engineer Managed projects that included facilities upgrades and contracted services

1973-1976 Private Practice Roanoke, VA

Engineer & Land Surveying Services Provided land surveys and subdivision services for private sector and

developers.

1976-1983 Private Practice Bedford, VA

Engineer & Land Surveying Services Provided land surveys and subdivisions services for private sector and

developers.

Provided designs of sewerage systems and drinking water systems.

1982-Present Owner/Operator-Shrader Engineering & Land Surveying, Inc. Bedford, VA

Engineer, Soil Evaluations, & Land Surveying Services Provided land surveys, site plans, and subdivisions services for private

sector and developers.

Provided designs of sewerage systems and drinking water systems.

Education

Registration

1963 Graduated Richlands High School Richlands, VA

1967 B S in Civil Engineering; Virginia Polytechnic Institute and S.U.; Graduate work in Photogrammetry and Sanitary Engineering. Also had course in Forestry and Wildlife.

1989 Certificate from North Carolina Property Mappers Association School, Buncombe Technical Community College, Asheville, North Carolina;

1989 Completed Level I, G.I.S Training, Generation 5 Technology, Denver, Colorado;

2010-2011 Virginia Master Naturalist training classes completed and advanced training in;

2011 Virginia Hunter education for hunter instructor completed, Hunter educator # 2374.

Have maintained in excess of continuing education credits required to retain licences.

Registered Professional Engineer Commonwealth of Virginia #5714. Certified Land Surveyor Commonwealth of Virginia #1180. Certified Soil Scientist Commonwealth of Virginia #148. Virginia Department of Health (AOSE #177) Authorized on site soil

evaluator license was held until Virginia Department of Professional and Occupational Registration replaced program with registration.

Onsite Sewage System Professional’s License “Onsite Soil Evaluator

# 1941 000010 Commonwealth of Virginia.

PROFESSIONAL MEMBERSHIPS:

Member Of Virginia Association of Land Surveyors, (VAS) since 1974. Have served as board member and all offices of the Western Chapter.

Member The American Congress of Surveying & Mapping. Sponsored Trig-Star competition for all Bedford County High Schools for over 10 years.

Member National Society of Professional Surveyors.

COMMUNITY ACTIVITIES:

1. Served on Boards of Bedford Centertown & Bedford Main Street, Inc.

2. Served on Bedford County School Board from 1986 through 1995; Bedford County’s Representative to Central Virginia Governors School, Laurel School, and Virginia Association of School Boards.

3. Member Bedford Area Chamber of Commerce. Citizen of the Year

4. Bedford’s representative to Greater Lynchburg Community Trust 1995 2005. Served on Distribution Committee and Youth in Philanthropy Committee.

5. Member Bedford Outdoor Sportsman Association.

6. Board Member Big Otter Mill, Inc.

7. Member for 4 years of Benevolent & Protective Order of Elks, USA OTHER MEMBERSHIP ACTIVITIES:

1. Board Member Cougar Rewilding Foundation (formerly Eastern Cougar Foundation).

2. Member Quality Deer Management Association.

3. Member Natural Bridge Appalachian Trail Club.

1

Will iam J. McKeague, PLS, SP, CP Vice Pres ident, Region Manager

Bill oversees the efforts of the company’s staff for approximately 600 photogrammetric mapping projects per year. The projects range in complexity from entire county GIS efforts to mapping small parcels being engineered for development. Under his management, thousands of projects involving field surveys, photogrammetric mapping and related services have been completed by the company. He has the ultimate responsibility for the success of all projects. He is in charge of contract negotiations and represents the corporate interests and the corporate hierarchy for the allocation and assignment of resources.

Bill has over forty years of experience in photogrammetric mapping serving a large variety of purposes such as transportation corridors, municipal, industrial, utility, military and land development. Much of this experience is based on solid working knowledge of the following activities: flight planning/control scheme, field survey, analytical triangulation, stereo compilation, interactive editing, and quality assurance/control. Since 1975, he has been planning and managing aerial mapping projects throughout the United States. Under his technical management, hundreds of projects involving aerial photography, geodetic control, photogrammetric mapping and related services have been successfully completed.

Bill’s responsibilities include project planning and initiation, coordination, and acquisition of targeting, ground surveying, and aerial photography. He works with the client to determine specifications and requirements for final delivery.

Project Experience

Fairfax Water Plant, Fairfax Co., VA Wastewater Treatment Plant, Town of Berryville, VA Williamsburg Waterline, VA Blue Plains Water Treatment Plant, Washington, DC Glover Park, Soapstone Valley, Fig Foundry Branch Sewer Rehabilitation, Washington, DC Cross Town Water Line, Norfolk, VA Washington Suburban Sanitary Commission Bi-County Water Tunnel, Washington, DC City of Norfolk, VA Pump Station 10 Hampton Roads Sanitation District Pipelines, VA USACE Norfolk District Open-End, VA VDOT Statewide Survey Photogrammetry, Subsurface Utility Design & Location Term Contract (4 teams)

Education

Diploma in Photogrammetry, Swiss School for Photogrammetry, Saint Gallen, Switzerland, 1969. Digital Mapping Courses at Wild Heerbrugg, Switzerland

Certifications

Surveyor Photogrammetrist, VA #0408000008 Professional Land Surveyor, NC #L-4114, 1999 Professional Photogrammetric Surveyor, SC #24657, 2005 Certified Photogrammetrist, ASPRS #R569, 1982

Professional Affiliations

American Society for Photogrammetry and Remote Sensing (ASPRS) Management Association of Private Photogrammetric Surveyors (MAPPS)

Brian S. Wyatt, PE

TITLE: Vice President/Principal Engineer

EDUCATION: Bachelor of Science, 1993, Agricultural Engineering, Virginia Polytechnic Institute and State University, Blacksburg, VA

REGISTRATIONS: Professional Engineer: VA, WV

Mr. Wyatt serves as Principal Engineer and Branch Manager for the Roanoke office. He has 19 years of experience in geotechnical engineering and construction inspection services within the Mid‐Atlantic region.

His responsibilities include principal oversight of geotechnical, construction materials testing and inspection, and forensic consultation projects. In addition to project oversight, Mr. Wyatt has experience as the Contract Administrator for many state and local jurisdiction term contracts.

SELECTED PROJECT EXPERIENCE

Smith Mountain Lake 1‐MG Composite Elevated Tank, Bedford County, VA

New London 1‐MG Composite Elevated Water Tank, Bedford County, VA

Salem 10‐MGD Water Treatment Plant, Salem, VA

Salem 2.5‐MG Composite Elevated Water Tank, Salem, VA

South Boston Water Treatment Plant Improvements, South Boston, VA

Altavista Water, Wastewater and Sewer Upgrade, Altavista, VA

Stephen D. Hjelle, PE

TITLE: Principal Geotechnical Engineer

EDUCATION: Bachelor of Science, 1983, Civil Engineering, University of Colorado; Master of Science, 2010, Civil Engineering, University of Central Florida REGISTRATIONS: Professional Engineer: VA, FL, CO

Mr. Hjelle's responsibilities include managing the geotechnical department and reviewing geotechnical and construction materials testing reports. Additional experience includes geotechnical engineering,

construction materials testing, and construction engineering inspection for transportation, structural, and water resource projects.

SELECTED PROJECT EXPERIENCE

Roanoke Regional Water Pollution Control Plant, Roanoke, VA

Beaverdam Creek Dam Rehabilitation, Blue Ridge, VA

Veterans Affairs Emergency Water Storage Tank, Salem, VA

Radford Water Systems, Radford, VA

Army Reserve Center, Bedford, VA

Peppers Ferry Wastewater Treatment Center, Montgomery County, VA

Falling Creek Dam Renovation, Bedford County, VA

1


Becky Clay Christensen 4621 Cutshaw Avenue Richmond, Virginia 23230 Phone 804‐677‐4508 Fax 804‐897‐5467 E‐mail: [email protected]

Areas of Ability:

Facilitation of short‐term and long range planning processes, which maximize participant buy‐in to produce practical action‐oriented plans.

Coaching and training organizations to work collaboratively, embrace change positively and succeed through the use of methodologies in group facilitation, participatory management strategies, conflict resolution and quality improvement.

Program design, implementation and evaluation in housing, community development, and microenterprise programs.

Meeting design and management.

Experience: The Clay Christensen Group, Principal (Fall, 1996 to present) Provides training, facilitation, and organizational development services for nonprofit organizations, units of local government, and private companies. Specializes in change management, board development, staff retreats, and regional policy development. Manages virtual conference teams and manages targeted projects. Virginia Microenterprise Network, Director (August, 1997 to August, 1999) Provided administrative support and leadership in the crafting and implementation of statewide microenterprise policies, training in organizational practitioner systems for existing and new programs, communication linkages of practitioners and partners, and new funding strategies for the microenterprise industry.

Virginia Department of Housing and Community Development (January, 1989 to August, 1997)

Center on Rural Development, Program Manager Delivered comprehensive capacity building programs on a statewide basis to community‐ based organizations and local governments.

2

Division of Housing Program Manager Administered programs totaling more than $44 million annually through the Virginia Housing Partnership. City of Martinsville (September, 1980 to December, 1988)

Director of Housing Services Managed a staff of six in the implementation of federal, state and locally funded housing programs, including housing rehabilitation and rental assistance.

Housing Rehabilitation Program Assistant Coordinated federal grant requirements with local policy issues.

Education

Bachelor of Science, Ferrum College, May 1980. Major: Public Affairs and Administration.

SMLWTP

______________________________________________________

July 24, 2013

Attachment B - Certification Forms

CERTIFICATION OF COMPLIANCE WITH PROHIBITION OF POLITICALCONTRIBUTIONS AND GIFTS DURING THE PROCUREMENT PROCESS

For contracts with a stated or expected value of $5 million or more except those awarded as the result of competitive sealed bidding

Jason A. Seubert , a representative of Gamey Companies, Inc.Please Print Name Name of Bidder/Offeror

am submitting a proposal to the Bedford Regional Water Authority in response to the Request forQualifications — Smith Mountain Lake Water Treatment Plant and Lakes to Forest Waterline ExtensionProgressive Design-Build Proiect, a solicitation where the stated or expected contract value is $5 millionor more which is being solicited by a method of procurement other than competitive sealed bidding asdefined in § 2.2-4301 of the Code of Virginia.

I hereby certify the following statements to be true with respect to the provisions of §2.2-4376.1of the Code of Virginia. I further state that I have the authority to make the following representation onbehalf of myself and the business entity:

1. The offeror shall not knowingly provide a contribution, gift, or other item with a value greaterthan $50 or make an express or implied promise to make such a contribution or gift to theGovernor, his political action committee, or the Governor’s Secretaries, if the Secretary isresponsible to the Governor for an agency with jurisdiction over the matters at issue, during theperiod between the submission of the bid/proposal and the award of the contract.

2. No individual who is an officer or director of the offeror, shall knowingly provide a contribution,gift, or other item with a value greater than $50 or make an express or implied promise to makesuch a contribution or gift to the Governor, his political action committee, or the Governor’sSecretaries, if the Secretary is responsible to the Governor for an agency with jurisdiction overthe matters at issue, during the period between the submission of the bid/proposal and theaward of the contract.

3. I understand that any person who violates § 2.2-4376.1 of the Code of Virginia shall be subjectto a civil penalty of $500 or up to two times the amount of the contribution or gift, whichever isgreater.

Signature

Vice President

Title

August 29, 2013

Date

2012-067 Request for Qualifications Page 25 of 147

Bed

_____

Regional— Water Authority

SMLWTP July 24, 2013

SUBMITTAL CERTIFICATION

Name of Firm: Gamey Companies, Inc.

Proposal shall be valid for 180 days. Agreement shall include a statement that “all materials anddocuments acquired or produced by the Design-Build team members, both individually andcollectively, in conjunction with the resulting contract shall be delivered to and become property ofthe Authority without restriction or limitation of their future use.” As submitted, all of the contentcontained in this response to the Request for Qualifications becomes the property of the Authoritywithout restriction or limitation of their future use. All of the content contained in this response tothe Request for Qualifications is true and accurate to the best of my knowledge and belief.

Signature of Officer Authorized torepresent firm in negotiations andsign any contract that may result:

Name of Officer: Jason A. Seubert

Title: Vice President

Telephone: (816) 746-7233

Fax: (816) 741 -4488

Email: [email protected]

Federal Tax ID No.: 44-0658613

State Tax ID No.: Fl 748047

State of Incorporation: Missouri

Address of office that will beresponsible for performance of Firm: 8005 Creighton Parkway, Suite C, Mechanicsville, VA 23111

Project Manager’s Signature:

Project Manager’s Name: Sam Flowers

Title: Project Manager

Telephone: (321) 231-1618

Fax: (816) 278-5960

Email: sflowersgarney.com

2012-067 Request for Qualifications--

- Page 26 of 147

Bedford

___Reon

Water Authodty

Page 1 of 50

CONTRACT FORM COMMENTS


At this stage, the Garney / AECOM Design-Build Team does not have any comments concerning the Draft Contract Forms for the Smith Mountain Lake Water Treatment Plant and Lakes to Forest Waterline Extension project. Since no revisions were suggested, we have not included a copy of the Draft Contract Forms with this SOQ.

11Thomas iVlcGee, [R) 920 Main Street, Suite 1700

N S U R A N C E A G E N C Y • S I N C E 1 9 1 0Kansas City, MO 64141-6013

August 2, 2013

Ms. Rhonda English, P.E.Engineering ManagerBedford Regional Water Authority1723 Falling Creek RoadBedford, VA 24523

RE: GARNEY COMPANIES, INC.PROJECT: RFQ Smith Mountain Lake Water Treatment Plant and Lakes to Forest Waterline

Extension Project

Dear Ms. English:

In connection with the RFQ process for the captioned project, we understand that you have requested a letteroutlining Garney Companies, Inc.’s bond program. We are pleased to respond in that regard.

We have had the pleasure of managing Garney Companies’ bond program since 1998. Bonds are written on aco..surety basis by Western Surety Company, a member of the CNA Group of Insurance Companies, and LibertyMutual Insurance Company, a member of the Liberty Mutual Insurance Companies. A.M. Best currently ratesWestern Surety Company “A,” Class Size XII, and Liberty Mutual Insurance Company “A,” Class Size XV.Western Surety Company and Liberty Mutual Insurance Company are approved sureties for federal projects asprovided for in the current online edition of the Department of the Treasury - Circular 570 with underwritinglimitations of $104,446,000 and $1,216,960,000 respectively. The CNA Group of Insurance Companies have acombined underwriting limitation of $860,286,000.

The largest project bonded by Western Surety Company and Liberty Mutual Insurance Company on behalf of(larney Companies totaled $305,000,000. The sureties have committed to provide a $ 1,000.000,000 aggregatecost to complete program. At present, approximately $500,000,000 of this facility remains avai]able for ose.Considerations outside of these parameters will be evaluated Ofl a project specific basis. Garney Companiesremains an account in good standing with its sureties. At no time during our history with the account havethey been refused a bond.

Any request for bonds is a matter between (iarney Companies and their sureties and will be underwritten basedon its own merits. The sureties assume no liability to any party if for any reason they do not execute saidbonds. Based on the information currently in their possession, the sureties are prepared to give favorableconsideration to the issuance of the bonds required in connection with this project.

Garney Companies enjoys a national reputation as one of the premier contractors in the country performingsewer and water line work, with particular expertise in performing large diameter installations, and constructingwater and wastewater treatment facilities. The company enjoys strong, intelligent management and is wellfinanced. Company management is dedicated to providing top quality construction services within agreed uponschedule and budgets.

We fully recommend your consideration of Garney Companies, Inc. In the event you require additionalinformation, please contact mc.

Sincerely,

THOMAS McGEE, L.C.

ember & ty ManagerLiberty Mutual Insurance CompanyAttorney-in -Fact

mber & 4cty ManagerWestern Surety CompanyAttorney - in - Fact

Main: (816) 842-4800 • Fax: (816) 472-5018 • www.thomasmcgee.com

Western Surety CompanyPOWER OF ATTORNEY APPOINTING INDIVIDUAL ATTORNEY-IN-FACT

Know All Men By These Presents, That WESTERN SURETY COMPANY, a South Dakota corporation, is a duly organized and existing corporation

having its principal office in the City of Sioux Falls, and State of South Dakota, and that it does by virtue of the signature and seal herein affixed hereby

make, constitute and appoint

J. Douglas Joyce , Individually

of Kansas City, MO its true and lawful Attorney(s)-in-Fact with full power and authority hereby conferred to sign, seal and execute for and on its

behalf bonds, undertakings and other obligatory instruments of similar nature

- In Unlimited Amounts -

Surety Bond No.: Surety Letter

Principal: Garney Companies, Inc.

Obligee: Bedford Regional Water Authority

and to bind it thereby as fully and to the same extent as if such instruments were signed by a duly authorized officer of the corporation and all the acts of said

Attorney, pursuant to the authority hereby given, are hereby ratified and confirmed.

This Power of Attorney is made and executed pursuant to and by authority of the By-Law printed on the reverse hereof, duly adopted, as indicated, by

the shareholders olthe corporation.

In Witness Whereof, WESTERN SURETY COMPANY has caused these presents to be signed by its Vice President and its corporate seal to be

hereto affixed on this 10th day of August, 2012.

WESTERN SURETY COMPANY

flat, V ice President

State of South Dakota

County of Minnehaha

On this 10th day of August, 2012, before me personally came Paul T. Bruflat, to me known, who, being by me duly sworn, did depose and say: that he

resides in the City of Sioux Falls, State of South Dakota; that he is the Vice President of WESTERN SURETY COMPANY described in and which executed

the ahove instrument; that he knows the seal of said corporation; that the seal affixed to the said instrument is such corporate seal; that it was so affixed

pursuant to authority given by the Board of Directors of said corporation and that lie signed his name thereto pursuant to like authority, and acknowledges

same to be the act and deed of said corporation.

My commission expires

June 23. 2015

J. Mohr, Notary PublicCERTIFICATE

I.. Nelson, Assistant Secretary of WESTERN SURETY COMPANY do hereby certify that the Power of Attorney hereinabove set forth is still in

force, and further certify that the By-Law of the corporation printed on the reverse hereof is still in force. In testimony whereof I have hereunto subscribed

my name and affixed the seal of the said corporation this 2nd day of August , 2013.

WESTERN SURETY COMPANY

/ lson, Assisnt Secretarytorn, F4250-7-2i1 12

Authorizing By-Law

ADOPTED BY THE SHAREHOLDERS OF WESTERN SURETY COMPANY

This Power of Attorney is made and executed pursuant to and by authority of the following By-Law duly adopted by the shareholders

of the Company.

Section 7. All bonds, policies, undertakings, Powers of Attorney, or other obligations of the corporation shall be executed in thecorporate name of the Company by the President, Secretary, and Assistant Secretary, Treasurer, or any Vice President, or by such other

officers as the Board of Directors may authorize. The President, any Vice President, Secretary, any Assistant Secretary, or the Treasurer

may appoint Attorneys in Fact or agents who shall have authority to issue bonds, policies, or undertakings in the name of the Company.The corporate seal is not necessary for the validity of any bonds, policies, undertakings, Powers of Attorney or other obligations of the

corporation. The signature of any such officer and the corporate seal may be printed by facsimile.

This Power of Attorney limits the acts of those named herein, and they have no authority to bind the Company except in the manner and to the extent herein stated. Notvalid for mortgage, note, loan, letter of credit, bank deposit, currency rate, Interest rate or residual value guarantees. To confirm the validity of this Power of Attorney call610.832.8240 between 9:00 am and 4:30 pm EST on any business day.

American Fire and Casualty Company Liberty Mutual Insurance CompanyThe Ohio Casualty Insurance Company West American Insurance Company

POWER OF ATTORNEYKNOWN ALL PERSONS BY THESE PRESENTS: That American Fire & Casualty Company and The Ohio Casualty Insurance Company are corporations duly organized under the lawsof the State of New Hampshire, that Liberty Mutual Insurance Company is a corporation duly organized under the laws of the State of Massachusetts, and West American InsuranceCompany is a corporation duly organized under the laws of the State of Indiana (herein collectively called the CcmpanTes’), pursuant to and by authority herein set forth, does herebyname, constitute and appoint, J. Douglas Joyceof the city of Kansas City state of MO its true and lawful attorney-in-fact, with full power and authority hereby conferred to sign, execute and acknowledge thefoflowing surely bond:

Principal Name: Garney Companies, Inc.

Obligee Name: Bedford Regional Water Authority

Surety Bond Number: Surety Letter Bond Amount: See Bond Form

IN WITNESS WHEREOF, this Power of Attorney has been subscribed by an authorized officer or official of the Companies arid the corporate seals of the Companies have been affixedthereto this j day of December, 2012.

American Fire and Casualty CompanyThe Ohio Casualty Insurance CompanyLiberty Mutual Insurance CompanyWest American Insurance Company

By:__________Gregory W. Davenport, Assistant Secretary

On this i_ day of December, i2. before me personally appeared Gregory W. Davenport, who acknowledged himself lobe the Assistant Secretary of American Fire and CasualtyCompany, Liberty Mutual Insurance Company, The Ohio Casualty Company, and West American Insurance Company, and that he, as such, being authorized so to do, execute theforegoing instrument for the purposes therein contained by signing on behalf of the corporations by himself as a duly authorized officer.

IN WITNESS WHEREOF, I have hereunto subscribed my name and affixed my notarial seal at Seatte, Washington, on the day and year first above written.

By:KD Riley,otary Public, Notary Public

This Power of Attomey is made and executed pursuant to and by authority of the following By4aws and Authorizations of American Fire and Casualty Company, The Ohio CasualtyInsurance Company, Liberty Mutual Insurance Company, and West American Insurance Company which resolutions are now in full force and effect reading as follows:

ARTICLE IV — OFFICERS—Section 12. Power of Attorney. Any officer or other official of the Corporation authorized for that purpose In writing by the Chairman or the President, andsubject to such limitation as the Chairman or the President may prescribe, shall appoint such attomeys.in-fact, as may be necessary to act In behalf of the Corporation to make, execute,seal, acknowledge and deliver as surety any and all undertakings, bonds, recognizances and other surety obligations. Such attorneys-in-fact, subject to the limitations set forth in theirrespective powers of attorney, shall have full power to bind the Corporation by their signature and execution of any such instruments and to attach thereto the seal of the Corporation.When so executed, such instruments shall be as binding as if signed by the President and attested to by the Secretary. My power or authority granted to any representative or attorneyin-fact under the provisions of this article may be revoked at any time by the Board, the Chairman, the President or by the officer or officers granting such power or authority.

ARTICLE XIII — Execution of Contracts — SECTION 5. Surety Bonds and Undertakings. Any officer of the Company authorized for that purpose In writing by the chairman or thepresident, and subject to such limitations as the chairman or the president may prescribe, shall appoint such attorneys-in-fact, as may be necessary to act in behalf of the Company tomake, execute, seal, acknowledge and deliver as surety any and all undertakings, bonds, recognizances and other surety obligations. Such attorneys-in-fact subject to the limitations setforth in their respective powers of attorney, shall have full power to bind the Company by their signature and execution of any such instruments and to attach thereto the seal of theCompany. When so executed such instruments shall be as binding as if signed by the president and attested by the secretary.

Certificate of Designation — The President of the Company, acting pursuant to the Bylaws of the Company, authorizes Gregory W. Davenport, Assistant Secretary to appoint suchattorneys-in-fact as may be necessary to act on behalf of the Company to make, execute, seal, acknowledge and deliver as surety any and all undertakings, bonds, recognizances andother surety obligations.

Authorization — By unanimous consent of the Company’s Board of Directors, the Company consents that facsimile or mechanically reproduced signature of any assistant secretary ofthe Company, wherever appearing upon a certified copy of any power of attorney issued by the Company In connection with surety bonds, shall be valid and binding upon the Companywith the same force and effect as though manually affixed.

I, David M. Carey, the undersigned, Assistant Secretary, of American Fire and Casualty Company, The Ohio Casualty Insurance Company, Liberty Mutual Insurance Company, andWest Ajnerican Insurance Company do hereby certily that the original power of attorney of which the foregoing is a full, true and correct copy of the Power of Attorney executed by saidCompanies, is In full force and effect and has not been revoked.

IN TESTIMONY WHEREOF, I have hereunto set my hand and affixed the seals of said Companies this 2nd day of August 2013

By:

STATE OF WASHINGTON ssCOUNTY OF KING

This certificate is executed by LIBERTY MUTUAL INSURANCE GROUP as respects such insurance as is afforded by those Companies

LDI COI 268896 02 11

NM 772 07-10

Personal & Advertising Injury

GENERAL LIABILITY

CONFERS NO RIGHTS UPNFORMATION ONLY AND DOES NOT AMEND, EXTINSURANCE POLICY AND

THIS CERTIFICATE IS ISS

This is to Certify that

NAME ANDADDRESSOF INSURED

is, at the issue date of this certificate, insured by the Company under the policy(ies) listed below. The insurance afforded by the listed policy(ies) is subject to all their terms, exclusions and Conditions and is not altered by any requirement, term or condition of any contract or other document with respect to which this certificate may be issued.

OFFICE PHONE DATE ISSUED

TYPE OF POLICY

EXP DATECONTINUOUS

EXTENDED

POLICY TERM

POLICY NUMBER LIMIT OF LIABILITY

WORKERSCOMPENSATION

RETRO DATE

OCCURRENCE

CLAIMS MADE

AUTOMOBILE LIABILITY

OWNED

NON-OWNED

HIRED

OTHER

ADDITIONAL COMMENTS

* If the certificate expiration date is continuous or extended term, you will be notified if coverage is terminated or reduced before the certificate expiration date.

NOTICE OF CANCELLATION: (NOT APPLICABLE UNLESS A NUMBER OF DAYS IS ENTERED BELOW.) BEFORE THE STATED EXPIRATION DATE THE COMPANY WILL NOT CANCEL OR REDUCE THEINSURANCE AFFORDED UNDER THE ABOVE POLICIES UNTIL AT LEAST DAYS NOTICEOF SUCH CANCELLATION HAS BEEN MAILED TO:

COVERAGE AFFORDED UNDER WCLAW OF THE FOLLOWING STATES:

EMPLOYERS LIABILITY

Bodily Injury by Accident

Bodily Injury By Disease

Bodily Injury By DiseasePolicy Limit

Each Person

Each Accident

Each Accident—Single Limit

Products / Completed Operations Aggregate

Other Other

Each Person

Each Accident or Occurrence

Each Accident or Occurrence

UED AS A MATTER OF I ON YOU THE CERTIFICATE HOLDER. THIS CERTIFICATE IS NOT AN END, OR ALTER THE COVERAGE AFFORDED BY THE POLICIES LISTED BELOW.

Certificate of Insurance

General Aggregate

Per Person / Organization

B.I. And P.D. Combined

Cer

tifi

cate

Hol

der

Liberty Mutual Insurance Group

AUTHORIZED REPRESENTATIVE

POLICY LIMITS ARE NO LESS THAN THOSE LISTED, ALTHOUGH POLICIES MAY INCLUDE ADDITIONAL SUBLIMIT/LIMITS NOT LISTED BELOW.

COMMERCIAL

Each Occurrence

LDI COI 123456-7 89 10

✓

Stacy Spieker

7/29/2013

Overland Park / 04486800 College Blvd, Suite 700Overland Park KS 66211-1123 913-681-1700

Garney Companies Inc1333 NW Vivion RoadKansas City MO 64118

Bedford Regional Water Authority1723 Falling Creek RoadBedford VA 24523

60

TB2-641-426942-72210/1/2013$2,000,000

✓$2,000,000

$1,000,000

$1,000,000

$300,000 Fire Legal $10,000 Medical

10/1/2013 AS2-641-426942-712 $2,000,000

✓

✓

✓

WA2-64D-426942-73210/1/2013AL, AR, AZ, CO, FL, GA, IA, IN,KS, KY, MO, NC, NE, NM, OK, SC,TN, TX, VA, WV $1,000,000

$1,000,000

$1,000,000

CERT NO.: 17114213 CLIENT CODE: LM_2660 Nicholas Misoni 7/29/2013 9:22:20 AM Page 1 of 1

CERTIFICATE HOLDER

© 1988-2010 ACORD CORPORATION. All rights reserved.ACORD 25 (2010/05)

AUTHORIZED REPRESENTATIVE

CANCELLATION

DATE (MM/DD/YYYY)CERTIFICATE OF LIABILITY INSURANCE

LOCJECTPRO-

POLICY

GEN'L AGGREGATE LIMIT APPLIES PER:

OCCURCLAIMS-MADE

COMMERCIAL GENERAL LIABILITY

GENERAL LIABILITY

PREMISES (Ea occurrence) $DAMAGE TO RENTEDEACH OCCURRENCE $

MED EXP (Any one person) $

PERSONAL & ADV INJURY $

GENERAL AGGREGATE $

PRODUCTS - COMP/OP AGG $

$RETENTIONDED

CLAIMS-MADE

OCCUR

$

AGGREGATE $

EACH OCCURRENCE $UMBRELLA LIAB

EXCESS LIAB

DESCRIPTION OF OPERATIONS / LOCATIONS / VEHICLES (Attach ACORD 101, Additional Remarks Schedule, if more space is required)

INSRLTR TYPE OF INSURANCE POLICY NUMBER

POLICY EFF(MM/DD/YYYY)

POLICY EXP(MM/DD/YYYY) LIMITS

WC STATU-TORY LIMITS

OTH-ER

E.L. EACH ACCIDENT

E.L. DISEASE - EA EMPLOYEE

E.L. DISEASE - POLICY LIMIT

$

$

$

ANY PROPRIETOR/PARTNER/EXECUTIVE

If yes, describe underDESCRIPTION OF OPERATIONS below

(Mandatory in NH)OFFICER/MEMBER EXCLUDED?

WORKERS COMPENSATIONAND EMPLOYERS' LIABILITY Y / N

AUTOMOBILE LIABILITY

ANY AUTOALL OWNED SCHEDULED

HIRED AUTOSNON-OWNED

AUTOS AUTOS

AUTOS

COMBINED SINGLE LIMIT

BODILY INJURY (Per person)

BODILY INJURY (Per accident)

PROPERTY DAMAGE $

$

$

$

THIS IS TO CERTIFY THAT THE POLICIES OF INSURANCE LISTED BELOW HAVE BEEN ISSUED TO THE INSURED NAMED ABOVE FOR THE POLICY PERIODINDICATED. NOTWITHSTANDING ANY REQUIREMENT, TERM OR CONDITION OF ANY CONTRACT OR OTHER DOCUMENT WITH RESPECT TO WHICH THISCERTIFICATE MAY BE ISSUED OR MAY PERTAIN, THE INSURANCE AFFORDED BY THE POLICIES DESCRIBED HEREIN IS SUBJECT TO ALL THE TERMS,EXCLUSIONS AND CONDITIONS OF SUCH POLICIES. LIMITS SHOWN MAY HAVE BEEN REDUCED BY PAID CLAIMS.

INSRADDL

WVDSUBR

N / A

$

$

(Ea accident)

(Per accident)

THIS CERTIFICATE IS ISSUED AS A MATTER OF INFORMATION ONLY AND CONFERS NO RIGHTS UPON THE CERTIFICATE HOLDER. THISCERTIFICATE DOES NOT AFFIRMATIVELY OR NEGATIVELY AMEND, EXTEND OR ALTER THE COVERAGE AFFORDED BY THE POLICIESBELOW. THIS CERTIFICATE OF INSURANCE DOES NOT CONSTITUTE A CONTRACT BETWEEN THE ISSUING INSURER(S), AUTHORIZEDREPRESENTATIVE OR PRODUCER, AND THE CERTIFICATE HOLDER.

IMPORTANT: If the certificate holder is an ADDITIONAL INSURED, the policy(ies) must be endorsed. If SUBROGATION IS WAIVED, subject tothe terms and conditions of the policy, certain policies may require an endorsement. A statement on this certificate does not confer rights to thecertificate holder in lieu of such endorsement(s).

The ACORD name and logo are registered marks of ACORD

COVERAGES CERTIFICATE NUMBER: REVISION NUMBER:

INSURED

PHONE(A/C, No, Ext):

PRODUCER

ADDRESS:E-MAIL

FAX(A/C, No):

CONTACTNAME:

NAIC #

INSURER A :

INSURER B :

INSURER C :

INSURER D :

INSURER E :

INSURER F :

INSURER(S) AFFORDING COVERAGE

SHOULD ANY OF THE ABOVE DESCRIBED POLICIES BE CANCELLED BEFORETHE EXPIRATION DATE THEREOF, NOTICE WILL BE DELIVERED INACCORDANCE WITH THE POLICY PROVISIONS.

Following Form Including Blanket Additional Insured, Primary and Non-Contributory and Blanket Waiver

NONE

Employers Liability/Workers' Compensation Policy #WA2-64D-426942-732 Eff. 10-1-2012/10-1-2013Auto Liability Policy #AS2-641-426942-712 Eff. 10-1-2012/10-1-2013General Liability including Completed Operations Policy #TB2-641-426942-722 Eff. 10-1-2012/10-1-2013Following Form Primary/Underlying Policies with Liberty Mutual Fire Insurance Company:

ST PAUL FIRE & MARINE INS CO

816-467-5694

X

1333 NW Vivion RoadInc. / Weaver Construction Management, Inc.

1-816-421-7788

10/01/12

USA

10/01/13X

15,000,000

15,000,000ZUP-14S78452-12-NF

Susan McCaffrey

Kansas City, MO 64118

34926470

34926470

24767

2345 Grand Blvd., Suite 400

816-395-8694

X

Arthur J. Gallagher Risk Management Services, Inc.

1723 Falling Creek Road

A

Kansas City, MO 64108

X

[email protected]

07/26/2013

Attn: Rhonda B. English, P.E.,Bedford Regional Water Authority

Construction Company, Inc. / Grimm Construction Company,Garney Holding Company / Garney Companies, Inc. / Garney

X

Tanner Burns

aumeyer

Engineering Manager

Includes All Work and Operations Performed by insured covered by Primary/Underlying policies.

Bedford, VA 24523

of Subrogation as required by written contract.

Facing the Issues That Face Our Customers

July 29, 2013 Mr. Steve McCandless Garney Companies, Inc. 1333 NW Vivion Rd. Kansas City, MO 64118-4554 Dear Steve: Please consider this as confirmation of the NCCI Experience Modification Ratings (EMRs) for Garney Companies, Inc. for Workers’ Compensation: Year EMR 2013 .53p

2012 .61 2011 .73

2010 .81 2009 .62 2008 .63

2007 .72 2006 .91 2005 .95 2004 .91 2003 .78 2002 .69 2001 .62 2000 .58

1999 .62 1998 .65 1997 .63 1996 .63 1995 .59 1994 .69

Sincerely,

Debbie Smith Sr. Account Executive

Liberty Mutual Group Financial Plaza II 6800 College Blvd., Suite 700 Overland Park, KS 66211-1547 785-550-1046

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