Smith Mountain Lake Water Treatment Plant and and Lakes to Forest Waterline Extension Project STATEMENT OF QUALIFICATIONS | AUGUST 2013

Volume 1 CDM Smith/Haskell, A Joint Venture

Table of Contents

Part 1: Executive Summary

Part 2: Design-Builder Profile

Part 3: Project Team 3A – Design-Builder/Other Firms 3B – Key Personnel

Part 4: Experience

Part 5: Project Understanding and Approach

Part 6: Cost Factors

Appendices Appendix A–Resumes Appendix B– Forms Appendix C–Contract Form Comments Appendix D–Separately Sealed Financials

i 2013.NPN.BRWA.30641 Part 1: Executive Summary

This section includes propriety information. Please see Volume 2 of the qualifications package for section content.

1-1 2013.NPN.BRWA.30641 Part 2: Design-Builder Profile

GENERAL CDM Constructors Inc., on behalf of the entire CDM Smith organization (and throughout this qualifications package referred to as CDM Smith), and Haskell are completely equitable partners with an equal stake in the project and a shared commitment to its success. The roles of the Joint Venture members are outlined in Table 2-1. Table 2-1. CDM Smith/Haskell, A Joint Venture Lines of business and service offerings: FIRM ROLE „„CDM Smith – Fully integrated design-builder whose services Joint Venture Partner/ include water and wastewater master planning, architectural and Design-Builder: WTP process engineering design, environmental management and planning, CDM Smith and pipeline design, general transportation consulting and engineering, information manage- contractor ment, and construction. Joint Venture Partner/Design- Haskell Builder: Building design, „„Haskell – Fully integrated design-builder of water, wastewater, general contractor conveyance, pump stations, buildings, and facilities. Locations of home and other offices: „„CDM Smith – Home office location is in Cambridge, MA. CDM Smith operates 120 offices worldwide, including four locations in Virginia. „„Haskell – Home office location is in Jacksonville, FL. Other offices operate in Atlanta, GA; Dallas, TX; Columbus, OH; Beloit, WI; and Mexico City, MX. Haskell operates project offices nationwide, including three in Virginia. „„The Joint Venture headquarters is CDM Smith’s Fairfax office. Number of employees (professional & non-professional): „„CDM Smith – 4,200 „„Haskell – 1,000 Years in business: „„CDM Smith – 66 „„Haskell – 47 Evidence of required licenses: „„The following licenses are provided on page 2-3 of this section: ƒƒ CDM Constructors Inc. and Haskell VA licenses ƒƒ Peter Loomis and Bill Dowbiggin VA P.E. licenses ƒƒ Mike Schmieder VA AIA registration

LEGAL STRUCTURE Identify business structure: „„CDM Smith/Haskell, A Joint Venture is a Joint Venture of two corporations: CDM Constructors Inc., a wholly owned subsidiary of CDM Smith, and Haskell.

2-1 2013.NPN.BRWA.30641 Part 2 • Design-Builder Profile

Identify owners (shareholders, members, partners, etc.) who hold an interest of 10 percent or more: „„CDM Smith – None. CDM Smith has approximately 1,000 direct stockholders and 3,500 employees who participate in the stock trust. No one individual owns more than 1.5 percent of CDM Smith stock. „„Haskell – 36 percent of capital stock is owned by Preston H. Haskell; 20 percent of capital stock is owned by Steven T. Halverson; 44 percent of capital stock is owned by 130 shareholders, the largest of which is the ESOP (Employee Stock Ownership Plan).

PROJECT OFFICE LOCATION The Joint Venture project office will be located at the plant site, with a mobile satellite office located along the waterline route.

FINANCIAL CONDITION CDM Smith and Haskell have each provided individual, separately sealed financials for the past 3 years and quarterly financial statements, certified by the financial officer, for the current year.

BONDS AND INSURANCE Both Joint Venture firms have more than adequate insurance coverage to meet the contract requirements. Our principal insurance coverage includes: builder’s risk (project-specific), general liability, automobile liability, workers compensation, professional liability, and umbrella liability. Insurance certificates are provided in the sealed financials. We acknowledge the construction, payment, and performance bond requirements for the project. Both Joint Venture partners have aggregate bonding capacities of over $1 billion. CDM Smith’s construction division, CDM Constructors Inc., has a single project limit of $250,000,000 and currently has approximately 50 percent of their aggregate bonding program committed, leaving a current available balance of $500,000,000. Haskell has a single project limit of $150,000,000 and approximately 30 percent of their aggregate bonding program committed, leaving a current available balance of approximately $700,000,000. A letter from the surety docu- menting the bonding capacity of the Joint Venture is provided with the sealed financials.

MATERIAL ADVERSE CHANGES IN FINANCIAL POSITION CDM Smith and Haskell have no material historical, existing, or anticipated changes in financial position, including mergers, acquisitions, takeovers, joint ventures, bankruptcies, divestures, or any material changes in the mode of conducting business.

LEGAL PROCEEDINGS AND JUDGEMENTS CDM Smith and Haskell have no pending or past (within 10 years) legal proceedings and judgments, or any contingent liability that could adversely affect the financial position or ability to perform contractual commit- ments to the Authority. Sworn statements from the general counsel of each firm are provided in our sealed financials.

COMPLETION OF CONTRACTS CDM Smith and Haskell have not failed to complete any contract, nor have any of their contracts been termi- nated due to alleged poor performance or default within the past 10 years.

VIOLATION OF LAWS CDM Smith and Haskell have not been convicted of any criminal conduct or been found in violation of any federal, state, or local statue, regulation, or court order concerning antitrust, public contracting, employment discrimination or prevailing wages within the past 10 years.

DEBARRED FROM BIDDING CDM Smith and Haskell have never been debarred, nor are they under consideration for debarment, on public contracts by the federal government or by any state.

2-2 2013.NPN.BRWA.30641 Part 2 • Design-Builder Profile

REQUIRED LICENSES CDM SMITH - VA

HASKELL - VA

PROJECT MANAGER - VA DESIGN PROJECT MANAGER - VA

ARCHITECT- VA

2-3 2013.NPN.BRWA.30641 Part 3A: Design-Builder/Other Firms

We developed a team equal to the challenges of the SMLWTP project: CDM Smith/Haskell, A Joint Venture (the Joint Venture). The Joint Venture is a partnership between CDM Smith and Haskell, two true design-build firms who share a commitment to working with our clients to develop innovative design and construction solutions. 3A.1 Design-Builder Our integrated design-build approach, illustrated in Figure 3A-1, provides the Authority with a seamless engineering-construction effort with early engagement of the construction management team during design development. This approach encourages continuous focus on project technical issues throughout the project life cycle and a true single-source point of contact and responsibility. Our Joint Venture team structure maxi- mizes the benefits that the design-build process offers the Authority by combining the design and construction elements of the team in one entity, as opposed to a contractor-led structure with the engineer as subconsultant. CDM Smith and Haskell are completely equitable partners with an equal stake in the project and a shared com- mitment to its success. As an integrated design-build team, both firms will be involved in both the design and construction. The Joint Venture members will share responsibility for the design and construction activities.

3A.2 Phase One & Phase Two Organization Figure 3A-1. Integration of the Authority and the Joint Venture The organizational charts we have provided for Phases One and Two in Figures 3A-2 and 3A-3 are the same, with the exception of highlighting individuals with involvement of 25 percent or greater during the respective phases. The fact that these charts are identical is intentional; the members of our integrated design-build team will remain consistent throughout the design and construction of the project. While some individuals will have greater involvement during one phase than another, all key personnel will be involved through- out both design and construction. Construction staff will be present at meetings related to design innovations and design team members will attend discussions on construction phasing. The design team will be provided with feedback from the construction team throughout the design; likewise, design personnel will weigh in on construction decisions where their input can provide value. We believe this is the CDM Smith/Haskell, A Joint Venture true value of design-build delivery, and we maximize the benefits of INTEGRATED DESIGN this arrangement in our projects. AND CONSTRUCTION Throughout both Phase One and Phase Two, the Authority will have the consistency of one key point-of-contact in Project Manager Peter As an integrated team, CDM Smith/Haskell, A Joint Venture will be Loomis. Peter will manage both stages of the project, as he has for the single point of accountability to the Authority. Our structure the DC Main Process Train design-build project, the design-build does not include a subcontract relationship between the design delivery of the Prince William County Service Authority’s H.L. and construction elements of the design-build entity. This structure Mooney AWTP expansion, and the Stuarts Draft WWTP design- maximizes the value of design-build delivery to the Authority. build expansion project for the Augusta County Service Authority.

3A-1 2013.NPN.BRWA.30641 Part 3A • Design-Builder/Other Firms

3A.3 Subconsultant & Subcontractor Subconsultant/Subcontractor Involvement Management Practices Though at this stage we have not included any subconsultants on our Once a subcontractor is selected, there are a variety of steps to best team, local firm involvement is a key priority for the Joint Venture. ensure they are integrated into the team and will perform as required. We have identified several potential roles for subcontractors and will work with the Authority to review your preferred providers for each Integrate Design Subconsultants Early service area: As part of our integrated team approach, it is important to involve our design subconsultants early in the design process to ensure „„Public outreach (while not „„Erosion and sediment control their roles and responsibilities fit seamlessly with the execution and required at this time, this „„Environmental implementation of the overall project. Similarly, it is equally important would be a strong opportu- to have a solid relationship and understanding of division activities and nity for local firm involve- „„Maintenance of transporta- expectations with construction and trade subcontractors to ensure safe, ment if the need develops) tion (MOT) high-quality, and on-time project execution. „„Survey „„Corrosion assessments Make Safety and Quality A Priority When preselecting our construction subcontractors to compete for „„Geotechnical investigation „„Masonry the project, the Joint Venture will ensure they are concerned about „„Pipeline construction (we „„Painting the safety of workers, the quality of work that is put in place, and anticipate dividing the that schedule adherence is key to their corporate culture. It is also „„Landscaping pipeline construction into necessary to ensure that work scope is not misinterpreted and products „„Paving supplied will be as specified. This is accomplished as part of our several packages) quality management plan where our quality control team and project „„Subsurface utility engineering „„Electrical superintendents oversee the installation as the work progresses on a daily basis.

Customize the Subcontractor Requirements to Match the Project As a Joint Venture policy, we require a 100 percent payment and performance bond be provided on construction subcontracts above $100,000. However, in some cases, construction subcontractors cannot meet these requirements. Therefore, we strive to customize our management procedures to adapt to the particular situation. As an example, in the case of most reinforcing steel installers, we will often waive the bond requirement for two reasons. First, these subcontractors typically have limited assets and cannot be bonded. Second, these are unit price contracts in which one pays only for the work completed, and therefore present a manageable risk. For Haskell’s design-build delivery of the Upper Occoquan Service Authority’s S/1 Require a Detailed Schedule of Values project, more than 50 percent of the project dollars stayed local. It is important to ensure that payments are commensurate with the work completed. An approved detailed schedule of values is required from both subconsultants and construction subcontractors; this helps to ensure fair and timely payments, as well as reduced risk for all parties.

Monitor Progress Schedules We will invite both our subconsultants and construction subcontractors to sit down with us and detail their schedule activities and durations to ensure they agree with the logic and durations and plan on completing their scope within the time available. Once approval is reached, we request that they provide updates every 2 weeks. We will meet with them once a month and conduct a detailed review. This level of monitoring allows us to confirm they are on schedule, ensure they are aware of other trade restraints that may impact their work flow, and determine the appropriate course of action if needed. For CDM Smith’s design-build expansion of the Augusta County Service Authority’s Stuarts Draft WWTP,100 percent of subcontracts were awarded to firms in central and western Virginia.

3A-2 2013.NPN.BRWA.30641 Part 3A • Design-Builder/Other Firms

Figure 3A-2. Phase One Organizational Chart

PUBLIC OUTREACH SUPPORT EXECUTIVE SUPPORT Brian Ramaley, P.E. Pete Kinsley, DBIA Arlene Post Thomas McNulty, P.E.

FUNDING SUPPORT Patrick Gallagher PROJECT MANAGER Peter Loomis, P.E.

DESIGN PROJECT MANAGER CONSTRUCTION PROJECT MANAGER Bill Dowbiggin, P.E., BCEE Aaron Browning

MEMBRANE SPECIALIST GENERAL SUPERINTENDENT Mark White, P.E., BCEE DESIGN QA/QC Timothy Twiddy Cheryl Robitzsch, P.E. DISINFECTION BYPRODUCTS AND TASTE & ODOR CONTROL PIPELINE SUPERINTENDENT CONSTRUCTION QA/QC Brian Ramaley, P.E. Robert Dick Erin Brozovich, LEED AP WATER LINE SPECIALIST ASSISTANT PROJECT MANAGER SAFETY MANAGER Todd Smith, P.E., BCEE Clay Watterson Lance Simmons ARCHITECT ESTIMATING MANAGER Mike Schmieder, AIA C. Jack Boden, III PROCESS ENGINEER PROCUREMENT TEAM Kraig Schenkelberg, P.E., BCEE C. Jack Boden, III Aaron Browning SURGE CONTROL Clay Watterson Ernie Sturtz, P.E., BCEE SCHEDULING PLUMBING Wil Carter Joe Bertino LOCAL SUBCONTRACTORS AND HVAC SUPPLIERS Thomas Tidwell ELECTRICAL ENGINEER Taha A. Mohammed, P.E. INSTRUMENTATION & CONTROLS Joshua Gelman, P.E. PERMITTING Matthew Petty Highlighted names denote individuals with estimated involvement percentages of 25 percent or greater during this phase. Individual percentages for all key personnel are provided in Table INTAKE SPECIALIST 3B-1 in the following section. Table 3B-1 also lists firm affiliations for all key personnel. Bill Dowbiggin, P.E., BCEE

3A-3 2013.NPN.BRWA.30641 Part 3A • Design-Builder/Other Firms

Figure 3A-3. Phase Two Organization Chart

PUBLIC OUTREACH SUPPORT EXECUTIVE SUPPORT Brian Ramaley, P.E. Pete Kinsley, DBIA Arlene Post Thomas McNulty, P.E.

FUNDING SUPPORT Patrick Gallagher PROJECT MANAGER Peter Loomis, P.E.

DESIGN PROJECT MANAGER CONSTRUCTION PROJECT MANAGER Bill Dowbiggin, P.E., BCEE Aaron Browning

MEMBRANE SPECIALIST GENERAL SUPERINTENDENT Mark White, P.E., BCEE DESIGN QA/QC Timothy Twiddy Cheryl Robitzsch, P.E. DISINFECTION BYPRODUCTS AND PIPELINE SUPERINTENDENT CONSTRUCTION QA/QC TASTE & ODOR CONTROL Robert Dick Brian Ramaley, P.E. Erin Brozovich, LEED AP ASSISTANT PROJECT MANAGER SAFETY MANAGER WATER LINE SPECIALIST Clay Watterson Todd Smith, P.E., BCEE Lance Simmons ESTIMATING MANAGER ARCHITECT C. Jack Boden, III Mike Schmieder, AIA PROCUREMENT TEAM PROCESS ENGINEER C. Jack Boden, III Kraig Schenkelberg, P.E., BCEE Aaron Browning Clay Watterson SURGE CONTROL Ernie Sturtz, P.E., BCEE SCHEDULING Wil Carter PLUMBING Joe Bertino LOCAL SUBCONTRACTORS AND SUPPLIERS HVAC Thomas Tidwell ELECTRICAL ENGINEER Taha A. Mohammed, P.E. INSTRUMENTATION & CONTROLS Joshua Gelman, P.E. PERMITTING Matthew Petty Highlighted names denote individuals with estimated involvement percentages of 25 percent or greater during this phase. Individual percentages for all key personnel are provided in Table 3B-1 INTAKE SPECIALIST in the following section. Table 3B-1 also lists firm affiliations for all key personnel. Bill Dowbiggin, P.E., BCEE

3A-4 2013.NPN.BRWA.30641 Part 3B: Key Personnel

The Joint Venture team, presented on the following page, is a team of true, industry-tested design-build and water treatment design professionals. Water industry design-build projects are what these people do; they bring the Authority valuable lessons from design-build projects nationwide. 3B.1 Key Personnel In section 3A.2, we explained that the members of our integrated design-build team will remain consistent throughout the design and construction of the project. Therefore, we have provided only one organizational chart in Figure 3B-1 for both Phases One and Two. As demonstrated in Table 3B-1, some individuals will have greater involvement during one phase than another. Highlights of our key personnel include: „„The proven management skills ofPeter Loomis, a recognized design-build manager in Virginia, whose resume includes more than 20 design-build projects exceeding $400 million „„The expertise of Design Project ManagerWilliam (Bill) Dowbiggin, who contributes an impressive resume of 41 WTP design projects „„Construction Project Manager Aaron Browning who brings lessons learned from the management of construction for over seven design-build projects ranging in size from $1 to $30 million „„The public outreach experience ofBrian Ramaley, who oversaw the planning, design, and/or implementa- tion of more than $300 million of capital projects as the director of Newport News Waterworks for 19 years „„The industry-leading expertise of Membrane SpecialistMark White whose impressive list of membrane WTPs includes significant design-build delivery experience „„The benefit of Waterline SpecialistTodd Smith’s 25 years of experience designing similar pipeline projects in Virginia with complex permitting and regulatory requirements „„Seasoned architect Mike Schmeider who has extensive experience working within the progressive design- build environment „„A strong superintendent in Timothy (Tim) Twiddy, a 30-year construction industry veteran, whose resume includes supervising the Roanoke WTP expansion „„The proven oversight of pipeline superintendentRobert (Robbie) Dick, who brings valuable experience supervising all trades and subcontractors for pipeline installations „„Assistant Construction Project Manager Clay Watterson, a talented manager and estimator who has prepared estimating packages for numerous large water and pipeline projects „„A talented quality control team of Cheryl Robitszch (for design) and Erin Brozovich (for construction), both of whom have experience overseeing quality control for similiar design-build projects „„Safety OfficerLance Simons, Haskell’s Director of Safety, who brings 27 years of experience supervising and implementing safety procedures for construction projects These key personnel are supported by a team of talented design and construction staff. Brief biographies for these key individuals follow. Resumes for all team members listed on the organizational chart are supplied in Appendix A.

3B-1 2013.NPN.BRWA.30641 Part 3B • Key Personnel Table 3B-1. Key Personnel Roles, Responsibilities, and Phase One & Two Time Commitments Figure 3B-1. Phase One & Two Organization Chart PHASE PHASE ROLE, TEAM MEMBER, & FIRM ONE TIME TWO TIME PHASE ONE RESPONSIBILITIES PHASE TWO RESPONSIBILITIES AFFILIATION COMMITMENT COMMITMENT (%) (%) Executive Support Ensure Authority satisfaction with progress of work and work products. Ensure Authority satisfaction with progress of work and work products. 10% 10% Pete Kinsley (Haskell) Work with Joint Venture to develop and implement project plan. Work with the team to implement project plan. Tom McNulty (CDM Smith) Chair quarterly project review meetings. Chair quarterly project review meetings. PUBLIC OUTREACH SUPPORT EXECUTIVE SUPPORT Project Manager Main point-of-contact for Authority. Primary responsibility for the Act as a day-to-day point-of-contact with the Authority on design-related issues. 90% 90% Brian Ramaley, P.E. Pete Kinsley, DBIA Peter Loomis (CDM Smith) management and successful delivery of the project. Act as a conduit for facilitating communication between on-site constructors and designers. Arlene Post Thomas McNulty, P.E. Single point of accountability to the Authority for the entire project. Serve as a liaison to keep design staff updated on the status of the construction and to Help to develop value engineering and alternates. resolve coordination issues between design documents and construction. Perform periodic inspections of work to ensure compliance with the design documents. FUNDING SUPPORT Patrick Gallagher Design Project Manager/ Overall management of all design disciplines and deliverable submittals. Interpret drawings for the project construction team and subcontractors. 100% 50% Intake Specialist Ensure proper communications between design and construction. Immediately investigate and provide solutions to unforeseen utility conflicts. PROJECT MANAGER Bill Dowbiggin (CDM Smith) Address all preliminary conflict resolution among design disciplines. Facilitate permit applications and follow-up with local building department. Peter Loomis, P.E. Lead the design of the intake structure. Help develop value engineering and alternates. Construction Project Work with design team to identify constructability issues. Manage and implement construction activities, day-to-day project administration, QC, and 40% 100% Manager Lead GMP development. safety. DESIGN PROJECT MANAGER CONSTRUCTION PROJECT MANAGER Aaron Browning (Haskell) Help to develop value engineering and alternates. Oversee all project controls including scheduling, procurement and budget. Bill Dowbiggin, P.E., BCEE Aaron Browning Administer onsite activities and directs superintendents. Public Outreach Work with the Authority to develop and implement a public outreach plan. Work with the Authority to implement public outreach plan activities. 25% 15% MEMBRANE SPECIALIST Brian Ramaley (CDM Smith) Provide support for the Authority’s communications, negotiations, and Provide support relative to the Authority’s communications, negotiations, and strategic Mark White, P.E., BCEE strategic planning. planning. GENERAL SUPERINTENDENT DESIGN QA/QC Membrane Specialist Lead the design of membrane system. Review membrane system submittals and address all membrane system construction issues. 25% 15% DISINFECTION BYPRODUCTS AND Timothy Twiddy Cheryl Robitzsch, PE TASTE & ODOR CONTROL Mark White (CDM Smith) Coordinate membrane design with Design PM and design team. Coordinate membrane system testing and start-up. Brian Ramaley, P.E. PIPELINE SUPERINTENDENT CONSTRUCTION QA/QC Help to develop value engineering and alternates. Robert Dick Erin Brozovich, LEED AP Waterline Specialist Lead the design of waterline. Review waterline system submittals and address all construction issues relative to waterline. 90% 50% WATER LINE SPECIALIST Todd Smith (CDM Smith) Coordinate waterline design with Design PM and design team. Todd Smith, P.E., BCEE ASSISTANT PROJECT MANAGER SAFETY MANAGER Help to develop value engineering and alternates. Clay Watterson Lance Simmons ARCHITECT Architect Provide single point of coordination for all Haskell design support. Deliver a complete set of documents for permitting and construction. 25% 10% Mike Schmieder, AIA ESTIMATING MANAGER Mike Schmeider (Haskell) Work with Authority to provide an aesthetically pleasing, energy- Review and approve appropriate submittals, participate in pre-construction meetings, C. Jack Boden, III efficient, and functional design. and work in place inspections. PROCESS ENGINEER Assist team with developing building and system alternates. Perform final inspections and punch list to verify work is complete. Kraig Schenkelberg, P.E., BCEE PROCUREMENT TEAM Plant Superintendent Work with design team on WTP and raw water intake constructability Directly in charge of project construction. 15% 100% C. Jack Boden, III issues. Aaron Browning Tim Twiddy (CDM Smith) Supervise all trades and subcontractors, and deploy all job personnel. SURGE CONTROL Review all design for any safety challenges during construction. Ernie Sturtz, P.E., BCEE Clay Watterson Oversee safety control, conduct safety meetings, and implement effective safety programs. Help to develop value engineering and alternates. Develop and maintain the schedule, and execute all facets of the project plan. PLUMBING SCHEDULING Plan and develop construction techniques and methods with Construction Project Manager. Joe Bertino Will Carter Pipeline Superintendent Work with design team on pipeline constructability issues. Report to the Construction Project Manager and work collaboratively to solve problems. 10% 100% Robert Dick (Haskell) Evaluate design alternatives for pipeline, including materials, routing, and Supervise all trades and subcontractors, and deploy all job personnel. LOCAL SUBCONTRACTORS AND HVAC construction means and methods Oversee safety control, conduct safety meetings, and implement effective safety programs. Thomas Tidwell SUPPLIERS Evaluate use of alternative installation systems where required. Develop and maintain the schedule, and execute all facets of the project plan. ELECTRICAL ENGINEER Help to develop value engineering and alternates. Plan and develop construction techniques and methods with Construction Project Manager. Taha A. Mohammed, P.E. Assistant Construction PM Assist Construction Project Manager with GMP development. Help manage and implement construction activities, day-to-day project administration, and 40% 100% Clay Watterson (Haskell) Help to develop value engineering and alternates. QC. INSTRUMENTATION & CONTROLS Execute subcontracts. Joshua Gelman, P.E. Help administer onsite activities and direct superintendents. PERMITTING QA/QC Review all design deliverables for conflicts, continuity, and compliance. Gather QA/QC documentation for transmittal to office-based staff for review and record. 25% 25% Matthew Petty Cheryl Robitzch (Haskell) Help to develop value engineering and alternates. Make monthly inspection visits to verify necessary methods are being implemented. Erin Brozovich (CDM Smith) INTAKE SPECIALIST Safety Officer Develop a specific safety plan for the project. Assist superintendent on the execution of the project specific safety plan. 5% 25% Bill Dowbiggin, P.E., BCEE Lance Simons (Haskell) Identify specific areas of concern for subcontractor scopes of work. Provide safety audits routinely during construction.

3B-2 2013.NPN.BRWA.30641 Part 3B • Key Personnel

PHASE PHASE 3B.2 Personnel Biographies ROLE, TEAM MEMBER, & FIRM ONE TIME TWO TIME PHASE ONE RESPONSIBILITIES PHASE TWO RESPONSIBILITIES Executive Sponsors AFFILIATION COMMITMENT COMMITMENT Peter Loomis, P.E.—Project Manager (%) (%) For this project we are pleased to offer Thomas (Tom) McNulty, a Vice President at CDM Executive Support Ensure Authority satisfaction with progress of work and work products. Ensure Authority satisfaction with progress of work and work products. 10% 10% Peter Loomis, P.E., as your project Smith, is responsible for the technical direction of projects Pete Kinsley (Haskell) Work with Joint Venture to develop and implement project plan. Work with the team to implement project plan. manager. Peter has an unparalleled and for our clients’ overall satisfaction with our work Tom McNulty (CDM Smith) Chair quarterly project review meetings. Chair quarterly project review meetings. track record of high-profile design-build products. He has a strong familiarity with design-build Project Manager Main point-of-contact for Authority. Primary responsibility for the Act as a day-to-day point-of-contact with the Authority on design-related issues. 90% 90% project management in Virginia. During delivery and is currently serving this same role for the Peter Loomis (CDM Smith) management and successful delivery of the project. Act as a conduit for facilitating communication between on-site constructors and designers. his 25-year career he has managed the Joint Venture’s design of the new WTP for the City of Single point of accountability to the Authority for the entire project. Serve as a liaison to keep design staff updated on the status of the construction and to design-build teams for DC Water’s Main Process Train, Annapolis, MD, along with co-sponsor Pete Kinsley. In Help to develop value engineering and alternates. resolve coordination issues between design documents and construction. Prince William County’s H.L. Mooney AWTP expansion, addition, Tom is project principal for CDM Smith’s new Perform periodic inspections of work to ensure compliance with the design documents. and Augusta County Service Authority’s Stuarts Draft Loudoun Water WTP design project, which is being managed by Bill Dowbiggin, the Joint Venture’s design manager for this project. His 27 years of experience include Design Project Manager/ Overall management of all design disciplines and deliverable submittals. Interpret drawings for the project construction team and subcontractors. 100% 50% WWTP. His design-build resumes includes more than 20 managing the design and construction of the Henrico WTP and its associated raw Intake Specialist Ensure proper communications between design and construction. Immediately investigate and provide solutions to unforeseen utility conflicts. design-build projects, ranging in size from $300,000 to water mains and intake structure, as well CDM Smith’s expansion of the Corbalis Bill Dowbiggin (CDM Smith) Address all preliminary conflict resolution among design disciplines. Facilitate permit applications and follow-up with local building department. $210 million with a total value exceeding $400 million. WTP from 150 to 225 mgd. Lead the design of the intake structure. Perhaps most importantly, Mr. Loomis’ management Help develop value engineering and alternates. examples are projects of similar complexity to the Smith Peter Kinsley is a Vice President with Haskell and leads Construction Project Work with design team to identify constructability issues. Manage and implement construction activities, day-to-day project administration, QC, and 40% 100% Mountain Lake WTP project, involving complex pipeline the water business. He has nearly 20 years of experience Manager Lead GMP development. safety. installations, facilities improvements, public outreach successfully delivering water and wastewater treatment, Aaron Browning (Haskell) Help to develop value engineering and alternates. Oversee all project controls including scheduling, procurement and budget. components, critical permitting milestones, and design storage, collection, and conveyance projects almost Administer onsite activities and directs superintendents. innovations to overcome site complexities. He has helped exclusively through design-build and construction Public Outreach Work with the Authority to develop and implement a public outreach plan. Work with the Authority to implement public outreach plan activities. 25% 15% several clients navigate their first major design-build effort management at-risk. Peter is a published author and Brian Ramaley (CDM Smith) Provide support for the Authority’s communications, negotiations, and Provide support relative to the Authority’s communications, negotiations, and strategic and offers the Authority critical lessons learned from other national speaker. His professional association work includes serving on the National Board of the Design- strategic planning. planning. PPEA projects in Virginia. Membrane Specialist Lead the design of membrane system. Review membrane system submittals and address all membrane system construction issues. 25% 15% Build Institute of America and the Executive Committee of the Water Design-Build Council. As leader of the Haskell Water Division, he provides oversight for all phases Mark White (CDM Smith) Coordinate membrane design with Design PM and design team. Coordinate membrane system testing and start-up. Bill Dowbiggin—Design Project of project delivery including client relations, estimating, procurement, scheduling, Help to develop value engineering and alternates. Manager contract administration, staffing, project controls, and construction coordination. Waterline Specialist Lead the design of waterline. Review waterline system submittals and address all construction issues relative to waterline. 90% 50% Design Project Manager Bill Peter has full authority to commit company resources as required for the successful Todd Smith (CDM Smith) Coordinate waterline design with Design PM and design team. Dowbiggin’s career has been fully delivery of every project. Help to develop value engineering and alternates. dedicated to water treatment and the Architect Provide single point of coordination for all Haskell design support. Deliver a complete set of documents for permitting and construction. 25% 10% management of award-winning design Mike Schmeider (Haskell) Work with Authority to provide an aesthetically pleasing, energy- Review and approve appropriate submittals, participate in pre-construction meetings, projects. He has designed 41 major efficient, and functional design. and work in place inspections. WTPs with treatment capacities of 1 to 225 mgd and numerous water distribution projects during his 27 years Assist team with developing building and system alternates. Perform final inspections and punch list to verify work is complete. with CDM Smith. Bill is a recognized industry expert, having authored a chapter in the AWWA/ASCE’s Water Plant Superintendent Work with design team on WTP and raw water intake constructability Directly in charge of project construction. 15% 100% Treatment Plant Design manual and instructed courses on WTP design at Duke University and other colleges. Tim Twiddy (CDM Smith) issues. Supervise all trades and subcontractors, and deploy all job personnel. His experience includes managing the current Loudoun WTP, where he is collaborating with Loudoun Water Review all design for any safety challenges during construction. Oversee safety control, conduct safety meetings, and implement effective safety programs. on their first major capital project since becoming a utility. He also worked with Mark White on membrane Help to develop value engineering and alternates. Develop and maintain the schedule, and execute all facets of the project plan. treatment plants for the Buckman Direct Diversion project in New Mexico and the 45-mgd WTP for Erie Plan and develop construction techniques and methods with Construction Project Manager. Waterworks in Pennsylvania. Significant transmission main work and intake structure designs have been Pipeline Superintendent Work with design team on pipeline constructability issues. Report to the Construction Project Manager and work collaboratively to solve problems. 10% 100% elements of many of Bill’s plant projects, including the ACEC Grand Award-winning Neuse Regional WTP and Robert Dick (Haskell) Evaluate design alternatives for pipeline, including materials, routing, and Supervise all trades and subcontractors, and deploy all job personnel. the Henrico WTP, which involved a new 100-mgd intake and 5 miles of dual raw water transmission mains. construction means and methods Oversee safety control, conduct safety meetings, and implement effective safety programs. Evaluate use of alternative installation systems where required. Develop and maintain the schedule, and execute all facets of the project plan. Aaron Browning—Construction Project Manager Help to develop value engineering and alternates. Plan and develop construction techniques and methods with Construction Project Manager. Construction Project Manager Aaron Browning has a deep rooted background in WTPs Assistant Construction PM Assist Construction Project Manager with GMP development. Help manage and implement construction activities, day-to-day project administration, and 40% 100% and is experienced in all facets of design-build delivery. Aaron is adept at managing self- Clay Watterson (Haskell) Help to develop value engineering and alternates. QC. performed work as well as subcontractor performance and will provide exceptional client Execute subcontracts. service. Having recently completed an integral piece of the Total Water Management Plan Help administer onsite activities and direct superintendents. for the City of Jacksonville, which involved pipeline and water treatment, he will provide QA/QC Review all design deliverables for conflicts, continuity, and compliance. Gather QA/QC documentation for transmittal to office-based staff for review and record. 25% 25% valuable experience to this project. As the Construction Project Manager, Aaron will be Cheryl Robitzch (Haskell) Help to develop value engineering and alternates. Make monthly inspection visits to verify necessary methods are being implemented. responsible for the day-to-day project administration, project controls, quality control, and Erin Brozovich (CDM Smith) overall project safety. Safety Officer Develop a specific safety plan for the project. Assist superintendent on the execution of the project specific safety plan. 5% 25% Lance Simons (Haskell) Identify specific areas of concern for subcontractor scopes of work. Provide safety audits routinely during construction.

3B-3 2013.NPN.BRWA.30641 Part 3B • Key Personnel

Phases One and Two will be managed by our proven design-build project manager, Peter Loomis. Mr. Loomis managed design and construc- tion of Prince William County Service Authority’s H.L. Mooney AWTP and Augusta County Service Authority’s Stuarts Draft WWTP design-build projects in Virginia.

Brian Ramaley—Public Outreach/Disinfection Byproducts and Taste & Odor Control Brian Ramaley will lead our public outreach efforts and disinfection byproducts and taste and odor control design services. Brian is a nationally recognized leader in the water industry. From 1994 to 2013, he served as director of Newport News Waterworks, one of the largest drinking water utilities in Virginia with 400,000 customers. At Waterworks, Brian oversaw the planning, design, and/or implementation of more than $300 mil- lion of capital projects. He has managed public outreach and information campaigns for numerous controversial projects, including the replacement of a $100 million treatment complex and the use of membranes to desalinate brackish groundwater. He is a skilled facilitator and practiced at bringing large public groups to consensus. In addition, he is an authority on disinfection byproducts, having served as regulatory negotiator and member of the EPA’s Federal Advisory Committee for microbial contaminants and disinfection byproducts for 8 years. Mark White—Membrane Specialist Mark White is one of CDM Smith’s most experienced membrane filtration experts. He has served as project manager and/or technical specialist for over 300 mgd of membrane treatment capacity. He has valuable experience collaborating within design-build teams on several WTP projects, including the 30-mgd mem- brane treatment WTP for the Delta Water Supply project in Stockton, CA; and the Buckman Direct Diversion membrane WTP in Santa Fe, NM. Mark’s 18 years of experience also includes working with Design Project Manager Bill Dowbiggin on more than a dozen projects, including the Erie Water Works 45-mgd membrane WTP in Pennsylvania. With Mark’s volume of global membrane experience, he has established relationships with many vendors, including Pall, which will be beneficial during the development of the guaranteed maxi- mum price (GMP). Todd Smith—Water Line Specialist Todd Smith’s 25 years of experience in the water industry have focused on the design and construction of raw water and wastewater pipeline. His resume includes pipeline installations from 2 to 96 inches in diameter in a variety of soil conditions, including crossings of streams/rivers, highways, and railroad crossings. He has man- aged numerous projects involving high levels of coordination with VDOT, utilities, homeowners, and regulatory agencies. Todd was the project manager for the Potomac Interceptor project, which involved routing 6,500 LF of pipeline through Arlington Cemetary. Another 1,000 LF was installed on National Park Service property. Mike Schmieder—Architect Mike Schmeider brings over 28 years of architectural experience to the team. As the architect on this project, Mike will research and be responsible for architectural design compliance with owner criteria requirements. He is responsible for the production of well-organized, finished drawings of good appearance, accuracy, clarity and correctness. Mike is extremely comfortable working in the progressive design-build environment, having served as architect on more than 14 design-build projects. His experience includes the $38.6 million Mountainview High School PPEA design-build project in Stafford, Virginia. Tim Twiddy— General Superintendent Tim Twiddy holds over 30 years of project management experience in the construction field. As senior superintendent, Tim oversees water projects ranging from $2 to $55 million. He has served as superintendent for numerous treatment plant design and expansion projects in Virginia, many of which have included clearwells, pump stations, piping, and other related structures. His resume includes serving as superintendent for the Roanoke WTP expansion; the upgrade of the Appomatox WTP and new clearwell, piping, and pump stations in Fredericksburg, VA; and the $9.3 million upgrade of the Lynchburg WWTP.

3B-4 2013.NPN.BRWA.30641 Part 3B • Key Personnel

Robbie Dick—Pipeline Superintendent As Pipeline Superintendent, Robbie Dick is directly in charge of the pipeline construction and supervising all trades and subcontractors toward quality performance and a timely completion. He is also responsible for recruiting, deploying all job personnel; safety and quality control; layout of accurate lines and grades for all work; checking and verifying dimensions within the construction drawings as related to shop drawings; and keeping the project manager and on-site superintendent fully advised of site circumstances. Robbie is experienced working on design-build projects and has directly supervised distribution, collection, and storm water pipeline projects. Clay Watterson—Assistant Construction Project Manager/Civil Estimator Clay Watterson has been engaged in the water and wastewater industry for over 7 years working as an Assistant Project Manager and estimating projects. He has successfully put together estimating packages for water and pipeline projects and will bring this experience to this project. Clay has design-build experience on multiple design-build water treatment facility projects and understands the methods and systems required to successfully complete design-build projects. Clay will assure that take-offs and pricing are complete and accurate. His work also includes value engineering and constructability reviews, and alternate systems studies including cost and schedule impacts. Cheryl Robitzsch—Design QA/QC Cheryl Robitzsch has 26 years of experience in design, engineering, and management of various water, wastewater, and stormwater projects. She was an integral member of the Haskell team on the Total Water Management Plan (TWMP) River Crossing and Reservoir Replacement project and ensured that a high quality project was delivered to the client. As the Design QA/QC on this project, Cheryl will be responsible for identi- fying any potential quality issues during GMP development. She will ensure all established quality procedures are implemented and followed to promote the highest level of quality for the design and into construction of the project. She will work closely with the Authority’s design team to transition an established project contract document into the field during construction. Erin Brozovich—Construction QA/QC Manager Construction QA/QC Manager Erin Brozovich offers the Authority excellent design-build construction management qualifications. Erin is currently helping to manage the $208 million DC Water Main Process Train project, which will install the world’s largest Cambi thermal hydrolysis process (THP) system. She also served as assistant construction manager for the $125 million LEED-certified administration facility at Andrews Air Force Base. To meet the design-build project’s 18-month schedule, Erin managed a phased (floor-by-floor) turnover to the owner. On all of her projects, Ms. Brozovich works closely with the superintendents to plan the work and coordinates with the client, subcontractors, and design engineers to manage the job efficiently. Lance Simons—Safety Manager Lance Simons brings over 27 years of safety experience within the construction industry. As the Safety Manager, Lance is responsible for safety and health performance of all construction operations. He is instru- mental in establishing rules and programs designed to promote safety and to make these rules and programs known to all construction employees. Lance makes necessary safety training and materials available, including first-aid training and certification for on-site project management. He conducts periodic inspections of all job sites, maintains records, and continually monitors all aspects of the safety program for effectiveness. Lance’s responsibilities include review and investigation of all serious accidents, in addition to ensuring that measures are taken to prevent future occurrences.

3B-5 2013.NPN.BRWA.30641 Part 4: Experience

The Joint Venture has more water industry design-build experience than any other team. Unequalled Experience Our background and expertise qualify us to serve as the Authority’s guide and partner for its first major WTP design-build effort, a role we have filled for 216 first-time design-build “CDM Smith/Haskell, A Joint Venture owners nationwide. was formed to provide the Bedford Regional Water Authority with a single, Our unmatched qualifications include: integrated team that possesses every necessary skill to successfully deliver the „„Two integrated design-build firms with the in-house capabilities to manage design Smith Mountain Lake WTP project. The and permitting through construction and start-up/commissioning strengths of this Joint Venture include „„The execution of nearly 3,000 projects totaling over $10 billion of design-build work industry-leading design-build expertise, for public, private, and federal clients worldwide innovative and practical water treatment systems engineering and design, and an „„ Industry-leading WTP design experience, including experience designing many unmatched record of past performance as WTPs in Virginia specialized design-builders. Individually, „„Industry-leading qualifications in membrane filtration treatment design totaling more both firms are more than capable; than 3 billion gallons per day in capacity worldwide together the Joint Venture is unequalled.” „„Experience assisting several Virginia clients through their first major water supply – Peter Kinsley, DBIA, Haskell Vice project President and CDM Smith/Haskell, A Joint Venture Executive Sponsor „„Knowledge of the project’s regulatory and permitting requirements and established relationships with agency personnel „„Leading disinfection byproduct and taste and odor control expertise „„Valuable experience delivering PPEA projects in Virginia for treatment plant projects for the Prince William County Service Authority, Augusta County Service Authority, and Upper Occoquan Service Authority „„Pipeline design expertise, including the proven ability to secure easements and acquisitions, manage all aspects of associated roadwork, and provide technical expertise on all current installation technologies The following sections present the Joint Venture’s qualifications related to design-build delivery, water treat- ment design, and pipeline and intake design. Reference project descriptions are provided on page 4-6, and information on the Joint Venture safety program can be found on page 4-14. 4.1 Unmatched Design-Build Qualifications The Joint Venture offers our combined 67 years of design-build experience on the successful delivery of over 3,000 projects worldwide. We focus exclusively on design-build projects, and are not engaged in the hard bid construction market. As a result, our staff does not transition between design-build and hard bid projects that may require them to relate to owners in a closed manner. Our Joint Venture appreciates and values the benefits of the design-build environment and that is the only arena in which we operate. Highlights of our design-build experience, which includes numerous water and wastewater treatment projects, both in Virginia and nationwide, are provided on page 4-3.

4-1 2013.NPN.BRWA.30641 Part 4 • Experience

4.2 An Industry-leading WTP Resume Our Joint Venture offers experience designing 2,000 completed WTP projects since 1947 “We would highly recommend Haskell ranging in size from 1 mgd to 2,020 mgd. Our comprehensive knowledge of regulatory to any organization contemplating a and water quality issues for safe drinking water will help the Authority plan for the future water project in their community. The at the lowest possible cost. true test of a successful project is not only delivering to a specification, but Our WTP design expertise includes numerous plants in Virginia: understanding the needs of the customer „„Design of the new 20-mgd Loudoun WTP with future expansion capability up to and exceeding their expectations. Your 40 mgd. Project includes the design of the finished water transmission system, a new team truly understood our needs and raw water intake, pumping stations, transmission main, and quarry storage system. exceeded our expectations.” „„Design of the 55-mgd Henrico WTP and associated facilities, which included a – Robert Farley, Former City remote pump station and intake structure at the James River, as well as 5 miles of Administrator, City of Live Oak, FL dual raw water transmission mains (42- and 54-inch diameters) between the river intake and the water treatment facility. „„Design of the 4-mgd reverse osmosis membrane WTP in Gloucester County, which included the design of several associated wells and 7,500 LF of pipelines. „„Design of the 5.7-mgd reverse osmosis membrane WTP in Newport News, involving 8 miles of raw water and concentrate discharge pipelines. „„Design of the 1-mgd Coles Run microfiltration WTP for the Augusta County Service Authority. 4.3 Leaders in Membrane Filtration Treatment The Joint Venture offers the Authority a full range of membrane treatment experience that spans the entire project cycle—from study through conceptual design, detailed final design, construction management, and commissioning services. As evidenced by Table 4-1 (see page 4-4), the Joint Venture has a strong technical record and reputation with the study, design, and implementation of membrane treatment systems, with work at 90 membrane treatment plants in the United States. Our wealth of hands-on experience in membrane technolo- gies means the Authority will receive an experienced team and a broad spectrum of “lessons learned” from other similar projects. Leading WTP Design Expertise Nationwide The Joint Venture’s extensive WTP resume includes numerous similar projects involving including a price lock prior to any price increases and the ability to define the system design membrane treatment and/or the design of additional associated facilities, intakes, and around a known piece of equipment, to improve design quality and reduce bid cost. CDM raw water transmission mains. Additional examples are provided with the Reference Smith also evaluated, recommended, and designed a disinfection system that replaces the Projects on page 4-6. gaseous chlorine system previously in use at the WTP. Bulk sodium hypochlorite, on-site generation, and ultraviolet (UV) disinfection were reviewed. Sodium hypochlorite was Neuse Regional WTP, Kinston, NC—Design incorporated into the design, has been constructed, and is operational. Both Design Project Project Manager Bill Dowbiggin managed the Manager Bill Dowbiggin and Membrane Specialist Mark White contributed to this design of this $58.4 million, 15-mgd WTP. The project. facility includes an intake on the Neuse River, raw water pump station, 30-MG earthen raw water Buckman Direct Diversion (BDD) Project, Santa Fe, impoundment that was permitted as a high-hazard NM—To meet critical water supply needs and provide dam, administration and chemical storage buildings, and high-service pump station. The a long-term sustainable water supply, CDM Smith project is the recipient of the ACEC Grand Award, the council’s highest honor for design partnered with the City of Santa Fe and Santa Fe County excellence. to develop the Buckman Direct Diversion (BDD) Project. This partnership started with conceptual planning and continued through the development and Richard S. Wasielewski WTP Improvements, Erie, procurement of a design-build contractor, design/construction phase program management, PA—CDM Smith provided Erie Water Works (EWW) with and the hiring and training of new operations and maintenance (O&M) staff. The $220 million design services for numerous improvements at the Richard BDD Project consists of a 15-mgd advanced membrane water treatment plant, a diversion S. Wasielewski WTP, including the replacement of the structure on the Rio Grande, and 30 miles of raw water and finished water pipelines, as well existing dual media filters with membrane filters. as other associated structures. Membrane Specialist Mark White played a key role in the Procuring the membranes provided several advantages, design of the BDD WTP.

4-2 2013.NPN.BRWA.30641 Part 4 • Experience

Delta Water Supply WTP, Stockton, this contract that CDM Smith/Haskell, A Joint Venture CA—CDM Smith provided design, permitting, were slated for later New WTP Design-Build Delivery in Annapolis, MD construction, start up, testing, and operator development. Even CDM Smith/Haskell, A Joint training services for a new design-build with these additions, MORE TRUE WATER INDUSTRY DESIGN-BUILD EXPERIENCE THAN ANY OTHER TEAM Venture is currently in the 30-mgd membrane WTP and over 12 miles of CDM Smith still Our Joint Venture’s design-build resume includes 1,263 projects on the East Coast alone, including 68 projects in Virginia. middle of the piloting phase for raw water and treated pipelines. CDM Smith returned $400,000 Furthermore, we have helped 216 owners through their first design-build project, sharing our lessons learned and working with the design-build delivery of a awarded 67 percent of the construction to the owner at them toward successful outcomes. new 8-mgd WTP in Annapolis, contracts for the project to local contrac- completion. CDM MD. Our innovative design, tors, infusing $71 million back into the Smith completed which employs a consolidated local economy. the project 82 days site layout rather than the ahead of schedule AWARDING campus-style configuration CLIENT/PROJECT AWARD and turned the plant AGENCY in the original RFQ, minimizes over to the client Frito-Lay Casa Grande Process Water capital and operating costs Clean Water America before the peak Recovery Treatment Plant, Casa 2012 U.S. Water Prize Alliance and allows for future expansion. The project is scheduled for completion in the October/ Grande, AZ summer season. November 2015 time frame. Base Realignment and Closure/ National Capital Region Relocation Live Oak WWTP, 2011 National Design-Build Design-Build Institute of Live Oak, Administration Facility (BRAC/NCRRAF) Award - Office Buildings America DC Water Main Process Train, Washington, - The William A. Jones III Building, Florida—Haskell was selected as design- D.C.—CDM Smith, as an equal joint-venture Andrews Air Force Base, MD builder for Phase I, which expanded and partner, is providing design-build services for 2011 First Coast improved the existing 1.25-mgd wastewater Point Peter Wastewater Treatment Associated Builders DC Water to implement a major upgrade of Plant - Phase I and II, St. Marys, GA Chapter Excellence in & Contractors Total Water Management Plan (TWMP) treatment plant to reuse quality effluent. Construction Award the biosolids management system at the Blue Segment 2 Transmission Main, Prior to completing the Live Oak WWTP H.L. Mooney AWTP Expansion 2011 Design-Build Plains AWTP. This $208 million upgrade is Design-Build Institute of Jacksonville, Florida—Haskell served as Phase I project, the City of Live Oak selected & Upgrade, Stage 2, Phase 1, Excellence Award - Water/ the largest treatment plant design-build America design-builder for Segment 2 of JEA’s $80 Haskell again to expand their reuse quality Woodbridge, VA Wastewater project yet on the East Coast. When million TWMP program. Haskell led a 6,572 wastewater treatment plant to a capacity Okaloosa County Arbennie Pritchett complete, the plant will house the world’s 2011 Design-Build Merit Design-Build Institute of LF horizontal directional drill (HDD) effort of 2.5 mgd under a Phase II engagement. Water Reclamation Facility, Okaloosa Award - Water/Wastewater America largest Cambi thermal hydrolysis process County, FL 60 feet under the St. Johns River to install Value engineering resulting in $1.8 million (THP) system. Frito-Lay Casa Grande Process Water a 36-inch steel potable water line. Given in cost savings and a shared savings of Recovery Treatment Plant , Casa 2011 Project of the Year WateReuse Association its visibility and traffic impacts, the project $341,698 returned to client. Grande, AZ required close coordination between the Live Oak Wastewater Treatment 2010 First Coast Associated Builders design-build team, JEA, regulatory agencies, Water Treatment Plant, Lower New York— Chapter Excellence in For a private water company in New York, Plant, Live Oak, FL Construction Award & Contractors and the public. JEA developed an aggressive construction schedule of ten months for CDM Smith is providing piloting services for 2010 Design-Build a design-build WTP project that includes Haworth Water Treatment Plant Excellence Award – Water/ Design-Build Institute of design, permitting, and construction. Haskell Upgrade, Haworth, NJ Wastewater over $25 America delivered the project 6 weeks early with a water intake, intake pumping station, million virtually no impact to the community. and transmission and distribution mains Design-Build Wastewater & Reclaimed in lower New York. The project, which will American Public Works Columbia WTP, Boise, Idaho—CDM Smith Water Conveyance & Storage, Marine 2010 Project of the Year Association increase the safe yield of the supply system Corps Base Camp Pendleton, CA led an integrated design-build team for the by up to 7.5 mgd to meet the growing needs NAVFAC Southeast Engineering 2009 GREEN Project Associated Builders 6-mgd Columbia WTP. Through working of the service area, is anticipated to include a Operations Facility, Jacksonville, FL of the Year & Contractors with the owner, CDM Smith identified over public education program. Winter Haven Wastewater Treatment 2009 Local Award Associated Builders $1.5M in savings that enabled the owner Plant, Winter Haven, FL of Excellence & Contractors to undertake additional projects under NAVFAC Southeast Engineering 2009 “Best” Government/ Operations Center, Jacksonville, FL Public Project Southeast Construction U.S. Naval Academy Chilled Water Plant Restoration/ 2006 Award of Excellence Design-Build Institute Familiarity with Public-Private Education Facilities and Infrastructure Act (PPEA) Project Delivery Upgrade, Annapolis, MD of America Several of the Joint Venture’s design-build projects have been delivered through PPEA contracts. In fact, we delivered the first major design-build treatment plant project under Virginia’s PPEA for the Prince William County Service Authority’s H.L. Mooney AWTP expansion. We bring valuable lessons learned and the insight necessary to deliver the SMLWTP project with the The Joint Venture has completed high-profile design-build projects nationwide. Our work has been repeatedly recognized for innovation and successful outcomes by DBIA and other professional organizations. highest levels of innovation while leveraging the benefits of the progressive design-build process that are enabled through PPEA.

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Part 4 • Experience

Table 4-1. Joint Venture WTP Membrane Technology Experience Size Membrane Water Size Membrane Water Size Membrane Water Size Membrane Water Size Membrane Water PROJECT/CLIENT/LOCATION (mgd) Types Source PROJECT/CLIENT/LOCATION (mgd) Types Source PROJECT/CLIENT/LOCATION (mgd) Types Source PROJECT/CLIENT/LOCATION (mgd) Types Source PROJECT/CLIENT/LOCATION (mgd) Types Source Alaska Membrane Replacement and NF System 10 NF GW New Membrane Process Addition to WTP 2 LPRO GW Remotely-Operated Microfiltration Facility 0.75 MF SW New RO Plant Design/Construction 4 RO GW Ship Creek Water Treatment Facility 4 MF SW Improvements, Pompano Beach, FL St. Augustine, FL Lawrence Ortega Associates (prime) Gloucester County, VA Anchorage, AZ Membrane Conversion Project 30.5 NF/LPRO GW New Membrane Process Addition D/B 6 LPRO GW Taos, NM New RO Plant 5 RO GW Arizona Seacoast Utility Authority, FL Project, Mainland WTP (aka CR 214 WTP) New York James City County, VA St. Johns County, FL Gila River Indian Community 4 RO GW Membrane Water Treatment Plant 6.4 LPRO GW Confidential Client 7.5 UF/RO SW Lee Hall RO Plant 6 RO GW Phoenix, AZ Tarpon Springs, FL Mid-Pinellas Brackish Water Desalination 5 LPRO GW Rockland County, NY Newport News, VA Plant D/B/O, Tampa Bay Water California Glades Road WTP Membrane Water 40 NF GW New RO Plant – Filter Improvements 6 RO GW Water Treatment Facility 4 RO GW Softening Process Addition Tampa, FL Batavia, NY Confidential Industrial Client Sand City Seawater Desalination Project 0.6 RO SW 1 Boca Raton, FL Clearwater Wells WTP, Tampa Bay Water 5 LPRO GW Ohio Estuary Desalting Facility 50 RO SW Design and Construction Tampa, FL Monterey, CA West WTP Expansion 16 NF GW WTP Membrane Process Addition 8 MF SW Confidential Client Boynton Beach, FL Phase II, New Plant Design 2 RO GW Barberton, OH Estuary Desalting Facility 25 RO SW EVWD Plant 134 Expansion 8 UF SW Venice, FL San Bernadino, CA East WTP Low Pressure RO Expansion 8 LPRO GW RO Plant 2 RO GW Confidential Client Boynton Beach, FL Phase I Plant Rehabilitation 2 RO GW Seawater RO Desalination Design 2.5 UF/RO SW Village of Minster, OH Water/Wastewater Treatment Facilities 0.4 RO GW District 1A WTP NF Preliminary Design, 25 NF GW Venice, FL Expansion Graham Hill WTP Improvements Project 22 MR SW RO Pilot Plant 7/14 RO GW Membrane Softening Process Addition Design-Build Water Treatment Facility 3.67 RO GW Mt. Vernon, OH Confidential Semiconductor Manufacturer, Santa Cruz, CA Broward County, FL South Martin Regional Utility VA Pennsylvania Olivenhain MWD, David C. McCollom WTP 34 UF SW New WTP, Clewiston, FL 3 LPRO GW Hobe Sound, FL Wisconsin Expansion Hawaii Richard S. Wasielewski WTP Membrane 45 UF SW Encinitas, CA NF Plant VE/Construction Services 8 NF GW Upgrade Submerged Membrane Filtration Plant 25 UF SW Collier County, FL Potable Microfiltration Process 2.2 MF SW Erie, PA WTP Expansion 50 UF SW Cambria SWRO Design 1 RO SW Austin, Tsutsumi & Associates (prime) Cambria, CA Membrane Water Softening Process Addi- 13 NF GW South Carolina Racine Water Utility tion, West WTP, Deerfield Beach, FL Lahaina, HI Racine, WI Delta Water Supply Project 30 UF SW Idaho RO Plant 6 RO GW Stockton, CA Dunedin Membrane WTP 12 NF GW Hilton Head, SC Microfiltration WTP 14 MF SW Dunedin, FL Columbia WTP D/B 6 MF SW City of Manitowoc, WI Camp Pendleton P113, CA 10 RO GW Texas New WTP, Florida Keys Aqueduct Authority 7 HPRO SW United Water Idaho International Brackish Water Demineralization Project 12.5 RO GW Florida Keys, FL LPRO GW Boise, Idaho Dallas County Park Cities WTP 24 UF SW Alameda County, CA Dallas, TX Blue Hills Seawater RO Desalination Project 7.2 RO SW Hobart Park WTP (aka North County WTP) 7.5 NF GW Illinois Water & Sewerage Corporation of the Patterson Pass Ultrafiltration WTP 8 UF SW Indian River County, FL Membrane Facility Addition 4 MF SW Westside WTP 12 MF SW Bahamas Alameda County Flood Control & Water Fort Worth, TX North Beach RO Plant 1.5 RO GW Macomb, IL Nassau, Bahamas District, Zone 7 Membrane Demonstration Test at Ullrich 1 MF/UF SW Alameda County, CA Indian River County, FL Membrane Facility Addition 0.3 MF SW Saugeen Shores 4 UF SW Chapin, IL WTP Ontario, Canada Arlington Basin Desalination PlantSanta 6 RO GW South County Plant 9.3 NF GW Austin, TX Indian River County, FL LPRO Facility Addition 3 LPRO GW New Microfiltration System 6.4 MF SW Ana Water Project Authority San Felipe Springs UF WTP 16 UF GW Riverside, CA Hialeah DBP/ICR NF Pilot Testing 0.03 NF GW Western Springs, IL USAID Del Rio, TX UI Salt, Jordan Chino Basin RO Plant 6 RO GW Miami-Dade Water & Sewer Dept. WTP Improvements 30 MF/UF SW Miami, FL Highland Park, IL Eastside Desalination Facility for El Paso 27 RO GW Santa Ana Water Project Authority Water Utilities, Moreno Cardenas (prime) Riverside, CA Preston NF Pilot Testing 0.03 NF GW Louisiana El Paso, TX 2 Saratoga MF WTP 5 MF SW Miami-Dade Water & Sewer Dept. New Surface WTP 10 UF/RO SW Miami, FL New UF WTP 5.4 UF GW San José Water Company Alexandria, LA Georgetown, TX 3 UI Saratoga, CA South Miami Heights WTP 20 NF/F GW Industrial System 12 RO GW Southeast Water Purification Plant 120 UF SW 17th Street Tustin Desalination Plant 3 RO GW Miami-Dade Water & Sewer Dept. Dow Chemical LEGEND Miami, FL Improvements 1 Largest Nanofiltratin facility in the world. Orange County Water District Baton Rouge, LA Houston, TX Tustin, CA Desalination WTP D/B, Flamingo WTP 0.16 RO SW 2 Largest inland desalination plant in the U.S. Massachusetts UF Pilot Testing 20 UF SW 3 Colorado National Park Service, Everglades National Awarded Consulting Engineers Council of Texas Park, FL Reading Water Treatment Plant Design 4 MF GW Tyler, TX Engineering Excellence Award for Water Treatment in 2001. ECCV Brine Minimization 1 RO GW Reading, MA Membrane Process Addition to WTP 4 MF/UF SW Aurora, CO Low Pressure RO Process Addition to WTP 4 LPRO GW Ormond Beach, FL New Membrane Filtration Plant 1.6 MF SW Weatherford, TX MF = Microfiltration RO = Reverse Osmosis Brighton RO WTP 10 RO GW Lincoln, MA Utah NF = Nanofiltration UF = Ultrafiltration Brighton, CO Lake Region WTP 10 LPRO GW Palm Beach County, FL Mississippi High Sulfate GW Treatment Feasibility 5 RO GW GW = Groundwater SW = Surface Water East Cherry Creek Valley Water and 10 RO GW WTP No. 3 Membrane Facility Expansion 30 NF GW O.B. Curtis WTP Expansion 25 UF SW Study LP = Low Pressure HP = High Pressure Sanitation District Jackson, MS Jordan Valley Water Conservancy District East Cherry Creek, CO Palm Beach County, FL PW = Potable Water Nevada West Jordan, UT GWUI = Groundwater Under Influence of Surface Water Florida WTP No. 9 Membrane Facility 27 NF GW Palm Beach County, FL Water Treatment Facility 18 MF GW Virgnia Membrane Water Treatment Plant Addition 2 NF GW WTP, Port St. Joe, FL 4 MF/UF SW Fernley, NV New MF Plant Design 1 MF SW Dania Beach, FL Augusta County, VA Low Pressure RO Process AdditionWTP 4-14 LPRO GW New Mexico West Water Treatment Plant New LPRO 3 LPRO GW Riviera Beach, FL WTP Expansion, Deerfield Beach, FL Buckman Direct Diversion Project 15 MF SW Santa Fe, NM

4-4 2013.NPN.BRWA.30641

Part 4 • Experience

The Joint Venture has designed or constructed over 3 billion gallons per day of capacity worldwide. 1

1 3 2 2 1 1 3 1 3 4 14 8 1 2 1 1 9 2 1 34

4.4 Pipeline & Intake Design Expertise The Joint Venture offers industry-leading expertise in water supply and transmission systems. We have been responsible for the design and construction supervision for hundreds of distribution and transmission pipelines worldwide, representing about $1 billion in new contracts in the last 15 years alone, from small distribution systems to tunnels as long as 300 miles, and evaluation, design, and construction for hundreds of pump stations. This experience has taught us that the pipeline for this project will involve close coordination with the Authority, other utilities, permitting agencies, local govern- ment, VDOT, and the public. We have the expertise with all current pipeline installation technologies to ensure the Authority makes the right selection for your conditions. In addition, CDM Smith has been ranked among the Top 10 Engineering Firms for the eleventh consecutive year by Trenchless Technologies, ranking third in 2012. We also have extensive experience with the evaluation, planning, design, permitting, and construction of surface water intakes nationwide. Our design teams combine water supply engineers, pump station experts, and geotechnical specialists—each contributing to the ultimate intake design and success. We are very familiar with construction challenges associated with working within lakes and reservoirs, as well as the permitting and regulatory requirements for these construction activities.

4.5 Reference Projects The design and construction of the We carefully reviewed the SMLWTP project requirements and selected the following Henrico WTP (bottom) included the 13 key projects that highlight our capabilities in the required experience areas. These 80-mgd James River Intake (middle) and 5 miles of dual raw water transmis- projects involved the team members proposed for this contract and, as shown in sion mains (42- and 54-inch diameter) Table 4-2, share numerous similarities with your project. Table 4-3 indicates firm between the river intake and the WTP. and key personnel involvement on these projects. Project highlights include: The transmission mains, which included one stream crossing, were completed in Henrico WTP—A compact design minimized disturbances to surrounding wet- four separate construction contracts. lands while reducing facility costs for this 55-mgd WTP, 80-mgd James River Intake, The Joint Venture proposes using and 5 miles of dual raw water transmission mains. multiple contracts for the SMLWTP pipelines, which will create multiple opportunities for local contracting outfits. 4-5 2013.NPN.BRWA.30641 Part 4 • Experience

Table 4-2. Similar Project Experience Design-Build Treatment Design & Construction of Collaboration with PROJECT TITLE or Alternative Plant Design & Pipeline Design Intakes, Pump Stations, & Owner to Develop Page Delivery Method Construction & Construction Other Assoc. Structures Innovative Solutions Number Henrico AWTP P P P P 4-8 Total Water Management Plan (TWMP) Segment 2 River Crossing P P P P P 4-8 and Reservoir Replacement Delta Water Supply Project P P P P P 4-9 Stuarts Draft WWTP P P P P P 4-9 Annapolis WTP P P P P P 4-10 Chipley Wastewater Infrastructure 4-10 Improvements P P P P P Corbalis WTP P P P 4-11 Loudoun WTP P P P 4-11 Indian Head WWTP P P P P P 4-12 Buckman Direct Diversion Project P P P P P 4-12 Glynn County Exit 29 WPCP P P P P P 4-13 Gloucester WTP P P P P 4-13 H.L. Mooney AWTP P P P P P 4-14

Total Water Management Plan (TWMP) Segment 2 River Crossing and Reservoir Replacement— Continuing a long-standing relationship with this client, the design-build team developed a more cost-effective plan for the installation of 6,700 LF of 36-inch finished water main that delivered the project 3 weeks early and millions under budget. Delta Water Supply Project—A highly collaborative design-build approach reduced construction costs for this award-winning 30-mgd WTP and 12 miles of associated pipeline by $20 million. Stuarts Draft WWTP—Through design innovation and close collaboration with the client, CDM Smith delivered this design-build plant expansion at 12 percent lower than the GMP, despite the inclusion of $450,000 in value added changes. Annapolis WTP—CDM Smith/Haskell, A Joint Venture provided the City with an innovative consolidated site layout that will minimize costs for this new 8-mgd design-build WTP. Chipley Wastewater Infrastructure Improvements—A commitment to collaboration and coordination with plant operations accomplished the installation of over 99,000 LF of reuse main at $926,000 under budget. Corbalis WTP—An integrated, collaborative team approach with the owner achieved success on this award- winning major Virginia WTP expansion. Loudoun WTP—Working with a newly organized utility, collaboration has been key to the success of this new 20-mgd WTP in Virginia. Indian Head WWTP—Collaboration achieved a LEED® Silver plant within tight budgetary and permitting requirements. Buckman Direct Diversion Project—Owner/design-builder partnership was key to development of prelimi- nary designs for a 15-mgd membrane WTP and 30 miles of raw water and finished water pipelines. Glynn County Exit 29 WPCP—Under a GMP contract, significant savings were returned to the owner after the complex design-build treatment plant expansion and installation of 1,100 LF of associated pipeline. Gloucester WTP—CDM Smith’s innovative, cost-effective design solutions for this 4-mgd WTP and 7,500 LF of raw water pipeline allowed the owner to achieve greater capacity than expected under this project. H.L. Mooney AWTP—A highly collaborative, client-focused approach enabled the design-build team to return substantial savings to the owner for this first major WWTP project under Virginia’s PPEA.

4-6 2013.NPN.BRWA.30641 Part 4 • Experience

HENRICO COUNTY WATER SUPPLY AND TREATMENT FACILITY DESIGN Henrico County, Virginia CDM Smith was retained to provide planning, permitting, design, and con- struction services for Henrico County’s new water treatment facilities, which comprise a variety of new treatment processes into one major structure. TREATMENT PLANT: The water treatment facility has an initial rated capacity of 55 mgd with a footprint capacity designed for re-rating to 100 mgd. NAME OF OWNER: Henrico County, Public Utilities ADDITIONAL COMPONENTS: Facilities also include a remote raw water pump station and intake structure at the James River 5 miles away. CDM Smith designed REFERENCE: Ralph Claytor, Chief of Design, (804) the 5 miles of dual raw water transmission mains (42- and 54-inch diameters) 501-4514 between the pump station and the WTP. INNOVATION: A compact, modular design was used to lay out the treatment ROLE OF RESPONDENT: Designer processes, which include vertically stacked sedimentation basins. As a result of the compact design, which was required to avoid onsite wetlands and to provide CONTRACT VALUE: $1.2 million a buffer for the surrounding residential development, the total footprint of structures covers only 10 percent of the 52-acre site. For example, the adminis- YEAR STARTED: 1999 tration building is constructed on top of the 4.5-mg clearwell to reduce the cost YEAR COMPLETED: 2004 of the structure and the total site disturbance. TEAM MEMBER INVOLVEMENT: Tom McNulty, In addition, CDM Smith handled all permitting negotiations required to secure Peter Loomis, Bill Dowbiggin, Kraig Schenkelberg, the initial river withdrawal permit for 55 mgd and an amended permit for an Josh Gelman 80-mgd withdrawal. The James River intake was designed so that the initial construction can handle the water treatment plant’s build-out capacity without requiring new federal/state permits for additional intake construction.

TOTAL WATER MANAGEMENT PLAN RIVER CROSSING & RESERVOIR Jacksonville, Florida Continuing a long, successful history, JEA trusted Haskell with this special- ized project, which required running a pipeline 100 feet below the St. Johns River surface. Manufacturing 6,700 LF of 36 inch diameter steel piping and a horizontal directional drill—under the river—required a team of industry experts, careful scheduling, and extensive coordination to minimize impacts on city residents. NAME OF OWNER: JEA PIPELINE INSTALLATION: Haskell served as design-builder for the directional drilling of 6,700 LF of 36-inch steel pipe under the St. Johns River. REFERENCE: Colin Groff, Manager, Maintenance and Technical Services, (904) 665-6736 ADDITIONAL COMPONENTS: The water pumped under the St. Johns River comes from the Orange Street Reservoir, which provides clean drinking water to the ROLE OF RESPONDENT: Design-Builder residents on the other side of the St. Johns River. JEA selected Haskell to design and build the advanced ozone treatment system and add finished water storage CONTRACT VALUE: $29.4 million capacity to the 24-mgd facility. INNOVATION: To construct the new facilities in the most efficient method pos- YEAR STARTED: 2011 sible, a hybrid foundation system was developed utilizing new pile foundations YEAR COMPLETED: 2013 in conjunction with existing tank foundations. The result was significant time and money savings. Upon selection of ozone as the ideal option, pricing TEAM MEMBER INVOLVEMENT: Peter Kinsley, exercises were undertaken to find ways to bring the project into budgetary Cheryl Robitzsch, Aaron Browning, Clay Watterson, compliance. The team succeeded in providing an optimized ozone solution Lance Simons within JEA’s budgetary constraints. Haskell also reworked the original pipeline plan JEA had envisioned into a more cost-effective approach. The new approach saved millions and delivered the project 3 weeks early.

4-7 2013.NPN.BRWA.30641 Part 4 • Experience

DELTA WATER SUPPLY, WTP, AND PIPELINES Stockton, California The City of Stockton selected CDM Smith for the innovative, progressive design-build delivery of 12 miles of new pipelines and a 30-mgd WTP. A staged design-build contract allowed the owner to control up-front contract document and proposal preparation costs, participate fully in project development and decisions, establish a partnership with the designer and constructor, and com- petitively procure all elements of the project to achieve cost certainty. NAME OF OWNER: City of Stockton, Department TREATMENT PLANT: The 30-mgd WTP included a process train that is an ideal blend of Municipal Utilities of conventional and innovative unit processes that provides robust, flexible, and reliable treatment of the source water and is capable of meeting all current and REFERENCE: Bob Granberg, (209) 937-8779 reasonably anticipated water quality regulations. The treatment process consists of raw water ozone, coagulation, flocculation/sedimentation basins with inclined plate ROLE OF RESPONDENT: Design-Builder settlers, pressure membrane filtration, treatment chemical storage, and feed systems. CONTRACT VALUE: $176.9 million ADDITIONAL COMPONENTS: The project included 12 miles of raw water and treated pipelines that crossed a highway and railroad. YEAR STARTED: 2009 YEAR COMPLETED: 2012 INNOVATION: CDM Smith identified design changes that reduced the project construction cost by almost $20 million. Examples include: TEAM MEMBER INVOLVEMENT: Mark White „„Open cut raw water and treated water pipelines under Highway 5 by moving alignment into the street, rather than tunneling „„Re-use of excavated materials for pipe trench bedding and backfilling „„Revised alignment to avoid Pixley Slough crossing „„Eliminate formed concrete pipe trenches under building slabs

STUARTS DRAFT WWTP DESIGN-BUILD EXPANSION AND UPGRADE Augusta County, Virginia CDM Smith was hired for the progressive design-build delivery of the Stuarts Draft WWTP expansion and upgrade in response to a deadline imposed by the Virginia DEQ to increase capacity and reduce nitrogen and phosphorus effluent loads. Through design innovation and close collaboration with the client, the final price was 12 percent lower than the GMP despite the inclusion of $450,000 in value added changes. NAME OF OWNER: Augusta County Service TREATMENT PLANT: The expansion increased plant capacity from 2.4 to 4.0 mgd Authority and provided a much more robust nutrient removal process, which substantially REFERENCE: William Monroe, P.E., Director of reduced chemical consumption. The installation of high-efficiency turbo blowers Engineering, (540) 245-5678 reduced plant energy demand by more than 20 percent. ADDITIONAL COMPONENTS: Large concrete structures were constructed, including a ROLE OF RESPONDENT: Design-Builder 100-foot-diameter aeration basin to complement the existing two aeration basins CONTRACT VALUE: $11.7 million and a 40-foot by 45-foot denitrification filter building that expanded upon the plant’s two existing filters. A 20-foot by 60-foot ultraviolet treatment/post aeration YEAR STARTED: 2008 channel was also constructed in a deep excavation, and an additional pump station YEAR COMPLETED: 2011 was installed and tied to the existing influent pump station. TEAM MEMBER INVOLVEMENT: Peter Loomis, INNOVATION: The contract was awarded based on a negotiated CCL ($13.7 million). Josh Gelman, Wil Carter, Jack Boden A GMP of $13.4 million was negotiated at approximately 60 percent design. As a result of CDM Smith’s innovative design and construction solutions, the final price was only $11.7 million (12 percent lower than the GMP), despite the inclusion of $450,000 in value added changes. 4-8 2013.NPN.BRWA.30641 Part 4 • Experience

ANNAPOLIS WTP DESIGN-BUILD PROJECT Annapolis, Maryland The City of Annapolis hired CDM Smith/Haskell, A Joint Venture as their partner on their first design-build project. The Joint Venture’s innovative design will allow the City to construct the new facility on the site of the existing WTP, resulting in significant cost savings. TREATMENT PLANT: The Joint Venture is currently piloting the use of biological filtration for iron and maganese removal for the 8-mgd WTP. The base technol- NAME OF OWNER: City of Annapolis, MD ogy is conventional sedimentation followed by deep bed filters. Once the 8-month pilot is complete, the City and the Joint Venture will evaluate biological REFERENCE: Thora Burkhart, (410) 263-7949 filtration’s ability to efficiently remove iron and manganese from the water. ADDITIONAL COMPONENTS: An administration building will house offices, a ROLE OF RESPONDENT: Design-Builder laboratory, and maintenance garage. The project will also include the design of a high-service pump station, as well as the replacement of various raw water lines CONTRACT VALUE: $30 million (estimated) surrounding the plant. INNOVATION: The Joint Venture presented an innovative alternative treatment YEAR STARTED: 2013 process—biological filtration—that minimizes captial investment and reduces YEAR COMPLETED: 2015 (estimated) long-term operating costs. TEAM MEMBER INVOLVEMENT: Pete Kinsley, Our site layout allowed the City to build the new plant on the existing site. This Tom McNulty, Peter Loomis, Bill Dowbiggin, Taha reduces costs and eliminates the need to clear land for a new site, preserving Mohammed, Josh Gelman, Cheryl Robitzsch, Lance 100-year-old trees surrounding the site. Simons, Jack Boden, Wil Carter Because of the proximity of the existing and new plants, keeping the old plant in service during construction of the new plant requires careful maintenance of plant operations planning.

CHIPLEY WASTEWATER INFRASTRUCTURE IMPROVEMENTS Chipley, Florida This project involved construction management at-risk engagement for the repair and/or replacement of the community’s entire wastewater system. The new wastewater system includes a 1.2-mgd advanced wastewater treatment plant, sanitary sewer collection and transmission system, effluent disposal, and reuse system. Haskell returned $926,473 back to the owner upon completion of the project. NAME OF OWNER: City of Chipley, Florida PIPELINE INSTALLATION: Project components included 1,200 LF of 12-inch HDPE reuse main and 500 LF of 10-inch HDPE reuse main installed using HDD. It also REFERENCE: Dan Miner, City Administrator, (850) included installation of 32,000 LF of 12-inch PVC reuse main and 9,000 LF of 638-6350 10-inch PVC reuse main using open cut installation. The project also included the installation of two steel casings using jack and bore, 630 LF of 24 inches and ROLE OF RESPONDENT: CMAR 315 LF of 20 inches. Installation of 4,500 LF of 6- to 15-inch sanitary sewer pipe was install using open cut, while 52,000 LF of 8- to 15-inch sanitary sewer pipe CONTRACT VALUE: $25.5 million bursting and replacement was conducted. YEAR STARTED: 2005 ADDITIONAL COMPONENTS: The project includes a 1.2-mgd advanced WWTP. In YEAR COMPLETED: 2009 addition, the project included upgrades to the system sanitary lift stations and the plants mechanical bar screen, secondary treatment, chemical feed systems, TEAM MEMBER INVOLVEMENT: Peter Kinsley, effluent filtration, effluent disinfection, electrical and instrumentation,- emer Robbie Dick, Lance Simons gency generator, effluent transmission system, and spray field development. INNOVATION: The evaluation of existing systems which were rehabbed in place of replacing resulted in savings of $14 million.

4-9 2013.NPN.BRWA.30641 Part 4 • Experience

CORBALIS WTP STAGE III EXPANSION Fairfax County, Virginia Working as an integrated team, Fairfax Water and CDM Smith successfully delivered the Stage III upgrade and expansion of the Corbalis WTP, the largest ozone plant in Virginia. TREATMENT PLANT: The first two stages of construction created essentially identical water treatment process trains for 75 mgd of treatment capacity each. The overall design concept was based on the eventual construction of two more treatment NAME OF OWNER: Fairfax Water modules of similar layout in stages III and IV, increasing the capacity by 75 mgd per stage, to a build-out capacity of 300 mgd. REFERENCE: Frank Mendler, P.E., Project Manager, (703) 289-6366 To facilitate the Stage III Corbalis WTP expansion, CDM Smith evaluated alternate expansion capacities: 50- and 75-mgd. The evaluation concluded that ROLE OF RESPONDENT: Designer and the Stage III expansion of the Corbalis WTP should provide the structures and Construction Phase Services pipes needed for a 75-mgd capacity, but only a 50-mgd capacity in terms of equipment that can be readily added later, such as the flocculation and sedimen- CONTRACT VALUE: $16.2 million tation equipment for one basin and the filter media for two filters. YEAR STARTED: 2001 ADDITIONAL COMPONENTS: CDM Smith also designed the Corbalis WTP Pond C YEAR COMPLETED: 2009 and Belt Filter Press Retrofit projects, which were constructed concurrently. INNOVATION: In sizing the process facilities for the 50-mgd alternative, the size TEAM MEMBER INVOLVEMENT: Peter Loomis, Bill Dowbiggin, Todd Smith, Kraig Schenkelberg, of the individual process units was kept consistent with existing unit sizing to Josh Gelman, Wil Carter the greatest extent possible. Changing the process unit sizing would complicate operations and maintenance, increase maintenance costs, create a layout incon- sistent with the facility master plan, and be more difficult to expand further in a logical and cost-effective manner.

LOUDOUN WTP Loudoun County, Virginia To address future water supply needs, Loudoun Water embarked on a water supply planning initiative in 2006 that includes the design and construction of a new Loudoun WTP and finished water transmission system. Loudoun Water selected CDM Smith to perform design engineering and construction manage- ment for the new 20-mgd WTP. NAME OF OWNER: Loudoun Water TREATMENT PLANT: The plant is designed with a capacity of 20-mgd WTP, with the ability to expand to 40 mgd in the future. The overall water treatment facility REFERENCE: Nicolle Boulay, P.E., Sr. Project layout and basis of design for unit processes includes preoxidation, rapid mixing, Engineer, (571) 291-7745 flocculation, sedimentation, intermediate ozone, biological filtration, and UV disinfection. ROLE OF RESPONDENT: Designer ADDITIONAL COMPONENTS: The project includes the design of a 400-LF rock tunnel, CONTRACT VALUE: $10.4 million 1 mile of 42-inch finished water main, and 2 miles of 12-inch sewer main, as well as clearwells and a high service pumping station. YEAR STARTED: 2011 YEAR COMPLETED: 2016 INNOVATION: This design provides a cost-effective, operator friendly facility that meets plant site and hydraulic constraints, as well as improved system reliability TEAM MEMBER INVOLVEMENT: Tom McNulty, Peter Loomis, Bill Dowbiggin, Brian Ramaley, Ernie and enhanced operational flexibility with no ‘single point of failure.’ Sturtz, Taha Mohammed, Josh Gelman, Matthew Petty

4-10 2013.NPN.BRWA.30641 Part 4 • Experience

INDIAN HEAD WASTEWATER TREATMENT PLANT UPGRADE Indian Head, Maryland This new 0.5-mgd design-build WWTP was constructed on an active military facility on less than 1 acre, making it the smallest construction site in Haskell history. Throughout the upgrades, there could be no disruptions to the plant’s current usage. Careful coordination avoided any schedule delays despite numerous natural disasters and difficult permitting requirements. TREATMENT PLANT: The plant is designed for a 0.5-mgd daily flow with a capacity NAME OF OWNER: US Navy to handle up to 2.2 mgd in storm situations. The project consisted of converting an existing extended aeration waste activated sludge facility to a continuous-flow REFERENCE: Josh Carnahan, Project Manager, sequencing batch reactor (SBR) system for nitrogen reduction, followed by (301) 744-2178 de-nitrifying filters and chemical phosphorus removal. ADDITIONAL COMPONENTS: Other improvements included sludge dewatering ROLE OF RESPONDENT: Design-Builder facilities, chemical storage and feed systems, two SBRs, and an administrative building with offices and laboratories. CONTRACT VALUE: $13.3 million INNOVATION: This project was one of the first design-build treatment plant projects YEAR STARTED: 2009 in Maryland. The design drawings were broken into packages to adhere to MDE YEAR COMPLETED: 2011 requirements. The construction could not begin on this facility until there were 100-percent design drawings. Haskell sent out the drawings in early release TEAM MEMBER INVOLVEMENT: Peter Kinsley, packages. The facility also had to be designed to budget. Navigating through Cheryl Robitzsch, Robbie Dick, Lance Simons MDE requirements proved to be a challenge but in the end produced a timely, cost-effective, energy-efficient facility and ultimately helped MDE become more design-build friendly.

BUCKMAN DIRECT DIVERSION PROJECT Santa Fe, New Mexico To meet critical water supply needs and provide a long-term sustainable water supply, CDM Smith partnered with the City of Santa Fe and Santa Fe County to develop the Buckman Direct Diversion (BDD) Project, which involved a 15-mgd advanced WTP and 30 miles of raw water and finished water pipelines. This partnership started with conceptual planning and continued through the development and procurement of a design-build contractor, design/ NAME OF OWNER: City of Santa Fe and County construction phase program management, and the hiring and training of new of Santa Fe operations and maintenance (O&M) staff. TREATMENT PLANT: REFERENCE: Rick Carpenter, Senior Water CDM Smith prepared a 30-percent level preliminary design Resources Coordinator, City of Santa Fe, (505) for the 15-mgd plant and associated structures that served as the “bridging 955-4206 documents” for the RFP process in selecting a design-build contractor. CDM Smith’s program for developing the water supply, treatment and distribution ROLE OF RESPONDENT: Program Management of Rio Grande water, included a series of water quality studies, site studies, and Design/Construction Monitoring workshops, and preliminary design to advance the project to the 30 percent phase. CONTRACT VALUE: $10.5 million ADDITIONAL COMPONENTS: In addition to the WTP, the $220 million BDD Project YEAR STARTED: 2005 consists of a diversion structure on the Rio Grande, a low head lift station, a YEAR COMPLETED: 2013 sediment removal facility, two high-head booster stations, two finished water booster stations, and 30 miles of raw water and finished water pipelines. TEAM MEMBER INVOLVEMENT: Bill Dowbiggin, Mark White, Taha Mohammed INNOVATION: CDM Smith developed a treatment and conditioning process that allowed the BDD Project water to be blended with numerous water source mixtures with no adverse affects. As part of this process, the city and county executed a flushing program that mitigated distribution water quality concerns from the introduction of the new source and counter current flow in the complex distribution systems. There were no aesthetic or taste complaints by customers when the new water source was brought on-line.

4-11 2013.NPN.BRWA.30641 Part 4 • Experience

GLYNN COUNTY EXIT 29 WATER POLLUTION CONTROL PLANT Brunswick, Georgia A GMP contract resulted in $28,471 in cost-savings being returned to the owner after the successful expansion of the County’s WWTP and the installation of effluent pipeline. Maintenance of plant operations played a critical role in the success of the project. TREATMENT PLANT: Haskell was selected by Glynn County to embark on a construc- tion management at-risk engagement to expand and improve their existing NAME OF OWNER: Glynn County, Georgia 0.3-mgd water pollution control plant to 2 mgd to enable the area to meet future growth. REFERENCE: Robert Bowen, County Engineer (912) 554-7495 ADDITIONAL COMPONENTS: The scope included the installation of 1,100 LF of 22-inch HDPE final effluent piping using HDD through the marsh to the river. Other ROLE OF RESPONDENT: CMAR project components included site development, headworks, two oxidation ditches, clarifier splitter box, two secondary clarifiers, return activated sludge/waste CONTRACT VALUE: $20.2 million activated sludge (RAS/WAS) pump station, effluent structure, process air station, YEAR STARTED: 2009 dewatering building, chemical tanks, operations building, conversion of existing YEAR COMPLETED: 2010 package plant into solids holding tank, effluent outfall, emergency generator, electrical, and instrumentation. TEAM MEMBER INVOLVEMENT: Peter Kinsley, Aaron Browning, Lance Simons INNOVATION: Haskell’s skilled craftsmen responded to the challenging concrete structures by constructing our first clarifiers and the largest oxidation ditch in our company’s history. The design of project’s ultra-complex headworks required the use of every single Haskell forming method in this single structure.

BRACKISH GROUNDWATER SUPPLY AND WTP Gloucester County, Virginia CDM Smith led the design and construction of a new 4-mgd membrane treatment plant and 5-mgd wellfield for Gloucester County. The facility helped the owner meet short-term growth needs, reduced overall treatment costs, and brought the County into compliance with EPA disinfection byproducts regulations. TREATMENT PLANT: The project included the following facilities: three PVC production wells to tap and blend a brackish groundwater supply from two NAME OF OWNER: Gloucester County, VA aquifers; four 1-mgd reverse osmosis (RO) membrane skids designed to permit REFERENCE: Larry Dame, (804) 966-9678 operations from the surface WTP control room; and a prefabricated WTP building with architectural treatments to achieve aesthetic objectives at reduced ROLE OF RESPONDENT: Designer costs. Other innovative building design features include RO membrane skids laid out back-to-back to reduce building space requirements and costs, and overhead CONTRACT VALUE: $6.7 million coiling doors that allow the RO membrane skids to be dropped in or pulled out; and improvements to the chemical feed system for the surface WTP to reduce the YEAR STARTED: 2000 costs for stand-alone chemical facilities at the RO treatment plant. YEAR COMPLETED: 2003 ADDITIONAL COMPONENTS: CDM Smith’s design included 7,500 LF raw water TEAM MEMBER INVOLVEMENT: Bill pipelines and concentrate pipeline. Dowbiggin, Kraig Schenkelberg INNOVATION: Our bid documents included alternate bid items for future RO treat- ment capacity to give the county the option to take advantage of the current economic climate and economies- of-scale by accelerating future phases if the alternate bid prices were acceptable. The county decided to install two phases of 2-mgd RO membrane skids during the initial phases of construction. CDM Smith’s wellfield design included deeper production wells with adjusted screen settings to reduce the required number of wells and wellfield construction costs. These cost savings have allowed the county to fund a major finished water pipeline project with funds originally programmed for the RO treatment plant. In addition, the RO treatment and blending scheme is designed to comply with VDH disinfection contact time requirements using the existing clearwell, thereby deferring the construction of future finished water storage for several years.

4-12 2013.NPN.BRWA.30641 Part 4 • Experience

H.L. MOONEY AWTP DESIGN-BUILD EXPANSION & UPGRADE Prince William County, Virginia Through a highly collaborative client-focused approach, CDM Smith was part of a Joint Venture that successfully delivered this first major wastewater project implemented under Virginia’s PPEA. The design-build team was able to return substantial savings to the owner, who used it for a variety of plant additions that were not part of the original project. TREATMENT PLANT: The designincluded several new structures, expansion of existing facilities and systems to provide state-of-the-art nutrient removal and increase the plant capacity from 18 to 24 mgd. The project was delivered under a progressive NAME OF OWNER: Prince William County design-build arrangement. Service Authority ADDITIONAL COMPONENTS: Overall construction included new screening and grit facilities, REFERENCE: Charles R. Weber, (703) one new primary clarifier, new aeration basin flow splitting, reconfiguration of existing 396-6483 aeration basins and installation of new aeration basins, new secondary clarifiers and secondary clarifier flow splitting (influent and RAS), new denitification filter capacity, ROLE OF RESPONDENT: Design-Builder new gravity thickeners, new centrifuge dewatering, new chemical feed systems, and CONTRACT VALUE: $101.3 million new plant-wide supervisory control and data acquisition (SCADA) system. INNOVATION: Through a series of highly collaborative analyses, the client and the YEAR STARTED: 2007 design-build team developed innovative solutions to challenges: tight working space YEAR COMPLETED: 2010 with steep slopes, poor quality fill from the plant’s original construction, and environ- TEAM MEMBER INVOLVEMENT: Peter mental restrictions. Construction impacted nearly every major plant process, requir- Loomis, Kraig Schenkelberg, Josh Gelman, Jack ing numerous shut downs, utility rerouting and process piping, and major tie-ins. The Boden, Wil Carter design-build team worked closely with plant staff to maintain operations. The facility received an award for superior performance from the National Association of Clean Water Agencies for the period coinciding with the expansion. Table 4-3. Project Involvement

JOINT VENTURE TEAM MEMBERS Henrico WTPHenrico TWMP Segment 2 Delta Water Supply Stuarts Draft WWTP Annapolis WTP WW Chipley Infrastructure WTPCorbalis WTPLoudoun Indian Head WWTP DD Buckman Glynn Co. WPCP Gloucester WTP H.L. Mooney AWTP FIRMS CDM Smith P P P P P P P P P Haskell P P P P P PERSONNEL Peter Kinsley P P P P P Tom McNulty P P P P P Peter Loomis P P P P P P Bill Dowbiggin P P P P P P Aaron Browning P P Brian Ramaley P Mark White P P P Todd Smith P P Mike Schmieder P Cheryl Robitzsch P P P Erin Brozovich Lance Simmons P P P P P Timothy Twiddy Robbie Dick P P Clay Watterson P

4-13 2013.NPN.BRWA.30641 Part 4 • Experience

4.6 Joint Venture Safety Program The Joint Venture’s Health and Safety Manual will govern all construction activi- ties carried out under this contract. Prior to the start of construction, a project- specific health and safety plan will also be developed. The project-specific plan will address project work activities and will be coordinated with the Authority’s health and safety requirements and any site-specific requirements. The project management team will meet with Authority Operations staff to review safety requirements for chemical hazards, alarm and evacuation procedures, and any other Authority requirements, and make sure they are properly incorporated into the plan. Overall responsibility for safety on this project will rest with our Construction Manager Aaron Browning and General Superintendent Tim Twiddy. Aaron and From the project management team, field Tim will proactively manage the implementation of the site safety plan for the engineers, safety officers, and superintendents, to the crews in the field, we are all involved in Joint Venture team, as well as all of the subcontractors and suppliers working supporting and improving our safety program. on the job site. The Joint Venture safety manager Lance Simmons will also make regular visits to the job site and review the site safety program and Joint Venture Safety Statistics conduct audits. TOTAL LOST TIME The Joint Venture safety program will include the following RECORDABLE INCIDENT elements: INCIDENT RATE RATE „„Orchestrating pre-employment drug testing and training YEAR EMR* (TRIR) (LTIR) CDM SMITH „„Pre-qualifying subcontractors, including review of safety 2013 0.61 0 0 performance 2012 0.57 1.2 0.90 „„Integrating our site-specific safety plan with the Authority’s 2011 0.77 0.32 0.00 safety plan 2010 0.83 0.94 0.00 „„ Indoctrinating all staff working on the site, including 2009 0.72 1.31 0.33 Authority representatives and employees, with the project scope of work, site-specific safety plan, and emergency HASKELL procedures 2013 0.61 0.65 0 2012 0.75 0.57 1 „„Conducting regular project progress meetings to review ongo- ing work activities and coordinate work with the Authority’s 2011 0.78 0.73 0 existing operations 2010 0.71 1.20 3 „„Guiding the pre-task planning requirements for each new task 2009 0.59 1.34 0 „„Conducting on-going competent person training *EMR industry average for all 5 years is 1. „„Trade-level morning toolbox safety meetings „„Selecting topics and conducting weekly safety meetings for all site workers. Authority representatives will be invited and encouraged to participate in the weekly safety meetings „„Maintenance of Plant Operations (MOPO) meetings to review planned work associated with tie-ins and make sure there is a safe work plan and contingency plan in advance of starting MOPO „„Conducting site inspections „„Holding personnel accountable for working safely „„Regular safety audits conducted by a variety of site personnel, including corporate safety officers, site management team, and the executive oversight team „„Developing a project-specific crisis management plan coordinated with the Authority. The plan will include hospital routing/contact information, site evacuation procedures, and a protocol for handling site communications (including any media communications) in the event of an emergency „„Implementation of a site safety incentive program that may include periodic safety lunches, as well as gift cards for demonstration of proactive safety behavior

4-14 2013.NPN.BRWA.30641 Part 5: Project Understanding and Approach

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5-1 2013.NPN.BRWA.30641 Part 6: Cost Factors

This section includes propriety information. Please see Volume 2 of the qualifications package for section content.

6-1 2013.NPN.BRWA.30641 Thomas B. McNulty, P.E. Executive Sponsor

Mr. McNulty, a Vice President at CDM Smith, has 27 years of diverse experience in operations, client management, business development and project execution relative to the planning, design, and construction of water projects for municipal and industrial clients. He is responsible for the technical EDUCATION: Juris doctor MS - Environmental direction of projects and for clients’ overall satisfaction with work products. Mr. McNulty also has Engineering experience in delivering technical presentations to clients, regulatory agencies and technical societies. BS - Environmental Engineering Principal, WTP Design, Loudoun Water, Ashburn, Virginia. Mr. McNulty is serving as principal for the design of a new 20-mgd water treatment plant (WTP) for Loudoun Water in Ashburn, Virginia. REGISTRATION: Professional The plant will incorporate ozone disinfection and an innovative raw water supply system utilizing Engineer - VA, MD abandoned reservoirs for raw water storage. Project Manager, Corbalis WTP Phase III Expansion, Herndon, Virginia. Mr. McNulty directed a feasibility study to increase capacity at the Corbalis WTP from 150 to 225 mgd through the addition of new pretreatment, filtration, ozonation, raw water pumping, chemical feed system, finished water storage, finished water pumping, and solids handling facilities. Project Manager, Henrico WTP, Henrico County, Virginia. Mr. McNulty managed design and construction services for a new 55-mgd WTP incorporating conventional pretreatment coupled with two-stage ozonation, deep-bed GAC filtration, and chloramination. Project included a new surface water intake in the James River, a 100-mgd raw water pumping station, and 5 miles of dual 54-inch transmission main. Project Manager, Coles Run Microfiltration Facility Client, Augusta County, Virginia.Mr. McNulty managed design and construction services for 1-mgd microfiltration plant which operates without raw or finished water pumping by using natural mountain topography. He designed an on-site system to dispose of washwater through groundwater infiltration basins. Principal, Patuxent WTP Expansion and UV Disinfection, Laurel, Maryland. Mr. McNulty was responsible for the study, design and construction services for expansion of the Washington Suburban Sanitary Commission’s (WSSC’s) Patuxent WTP to 72-mgd. Project includes the installation of ultravio- let (UV) disinfection on individual filtered water lines, as well as a new residuals management system. Principal, Freedom District WTP Design-Build, Carroll County, Maryland. Mr. McNulty was responsible for the design-build construction of an 8-mgd expansion of the Carroll County Freedom District WTP. Project included dissolved air flotation (DAF) pretreatment and immersed membrane filtration. Principal, Back River WWTP ENR Upgrade, Baltimore, Maryland. Mr. McNulty was responsible for the evaluation of alternatives and design of upgrades to the 180-mgd Back River WWTP to comply with enhanced nutrient removal (ENR) level effluent standards. Principal, Moorefield WWTP, Moorefield, West Virginia. Mr. McNulty was responsible for the study and design of a new 5-mgd WWTP to treat municipal and industrial (chicken processing) waste streams to comply with biological nutrient removal (BNR) effluent limitations. Principal, Western Branch WWTP ENR Upgrade, Laurel, Maryland. For WSSC, Mr. McNulty was responsible for the study, design and construction services for the upgrade of WSSC’s largest WWTP to comply with ENR effluent limitations. Senior Client Representative, ENR Program Manager, Washington, D.C. For DC Water, Mr. McNulty served as the Engineering Program Management Consultant (EPMC 1D) responsible for concept

1 2013.NPN.BRWA.30641 Thomas B. McNulty, P.E. development and management of the design and implementation of new ENR and wet weather treatment facilities at the Blue Plains Advanced WWTP. Principal, Basic Ordering Agreement (BOA) Engineering Services, Alexandria, Virginia. Mr. McNulty was responsible for an on call engineering services contract to perform study, design and construction management task orders relative to Alexandria Sanitation Authority’s wastewater treatment plant (WWTP) and collection system facilities. Project Manager, Multiple Wastewater Pumping Station Upgrades, Fairfax County, Virginia. Mr. McNulty managed design and construction management services for multiple wastewater pumping station upgrade projects, including odor control and rehab, under an engineering services BOA

2 2013.NPN.BRWA.30641 Peter Kinsley, DBIA Executive Support

Peter’s experience includes lead management and direction of major projects in excess of $80 million, with an extensive knowledge of civil, structural, architectural, MEP systems and instrumenta- tion. During his professional career, he has lead an array of projects, including water treatment, wastewater treatment, pumping stations, conveyance systems, educational and telecommunication EDUCATION: Masters of Science facilities. Bachelor of Science As leader of the Haskell Water Division, Peter is responsible for developing project opportunities and CERTIFICATION: markets as well as the strategic planning and financial performance of the division. He builds teams OSHA 30-Hour Training Competent Person Training that include engineering firms and specialty subcontractors for the successful delivery of water and Designated Design-Build wastewater projects through integrated project delivery. He provides oversight for all phases of Professional project delivery including client relations, estimating, procurement, scheduling, contract administra- tion, staffing, project controls and construction coordination. Peter has full authority to commit EXTRA: company resources as required for the successful delivery of every project. Relentlessly committed to Client Satisfaction Featured Past Project Experience: Full Authority to Commit Haskell Resources „„Total Water Management Plan (TWMP) Segment 2 River Crossing and Reservoir Replacement, Jacksonville, Florida, Design-Build. $29.4 Million The project included the installation of an ozone system for hydrogen sulfide removal and a new 3MG ground storage tank for storage and contact time. In addition, the project included interface with the existing well field SCADA system, well field water quality monitoring system, an in-line ozone injection system, liquid oxygen system and the ozone generation system. The system was designed to meet a firm capacity of 24 MGD. This project also involved massive directional drilling that required the installation of 6,700 feet of 36 inch steel pipe under the St. Johns River. Key Components: • Ozone System • SCADA Integration • Demolition of Existing Facility • 3 Million Gallon Prestressed Concrete Tank • Jack and bore crossing under a major city highway • 2.2 million pounds of pipe.

Past Project Experience: „„City of Venice Replacement of Water Treatment Membrane System, Progressive Design-Build, Venice, Florida. $5 Million. „„Robindale Wastewater Treatment Plant Renovation and Expansion, Brownsville, Texas, Subcontractor to Design-Builder. $32.3 Million. „„Project Wave, Batavia, New York, Design-Build. $5.8 Million. „„City of Annapolis Water Treatment Plant, Annapolis, Maryland, Design-Build. $30 Million. „„City of Warner Robins Water Pollution Control Plant Expansion, Warner Robins, Georgia, Design- Build. $27.5 Million. „„City of Winter Haven Wastewater Treatment Plant, Winter Haven, Florida, Construction Manager at-Risk. $16.1 Million. „„US Navy Treatment Plant Upgrade, Indian Head, Maryland, Design-Build. $13.2 Million. „„Point Peter Wastewater Treatment Plant Expansion, St. Marys, Georgia, Construction Manager at-Risk. $23.2 Million. „„JEA Highlands Water Treatment Plant Improvements & Expansion, Jacksonville, Florida, Design- Build. $8.3 Million.

3 2013.NPN.BRWA.30641 Peter M. Loomis, P.E. Project Manager

Mr. Loomis is an environmental engineer with 24 years of experience conducting water and wastewa- ter treatment plant planning, design, and construction management, collection system and distribu- EDUCATION: Master of Business tion system planning, design and construction management, water supply planning, master planning, Administration procurement, installation and start-up, alternatives analysis, and permitting. Projects have included BS - Civil Engineering water treatment plants, wastewater treatment plants, chemical storage facilities, water mains, water REGISTRATION: Professional storage tanks, force mains, stormwater collection facilities, dams, interceptors, pump stations, sewer Engineer - VA, RI, MD, DC collection systems, and water reclamation facilities. CERTIFICATION: 40-hour OSHA Design Manager, Design-Build Main Process Train Project, Washington, D.C. Mr. Loomis is design Hazardous Materials Health manager for the Main Process Train (MPT) project, the largest design-build treatment plant project and Safety 8-hour OSHA Hazardous on the East Coast. CDM Smith, as an equal joint venture partner, was selected to provide design-build Materials Health and Safety services to implement the MPT project, which involves a major upgrade of the biosolids management Refresher system at the Blue Plains Advanced Wastewater Treatment Plant. This $208 million upgrade will install the world’s largest Cambi thermal hydrolysis process (THP) system. This is also the first installation of the Cambi technology in the United States. Project Manager, H.L. Mooney AWRF Upgrade and Expansion, Prince William County, Virginia. Mr. Loomis served as project manager for design engineering services and construction services during the design-build upgrade and expansion of the Prince William County Service Authority’s H.L. Mooney Advanced Water Reclamation Facility (AWRF) in Virginia. This project expanded the facility from 18 to 24 mgd, and upgraded the treatment processes to meet a nitrogen allocation of 3 mg/l. Project elements included upgrades and expansion to headworks, primary clarification, aeration basins, secondary clarifiers, denitrifying filters, chemical feed systems, gravity thickening, dewatering, various pumping systems, and a plant SCADA upgrade. Mr. Loomis was also the lead engineer for the Preliminary Engineering Report (PER) for the upgrades and expansion. Project Manager, Stuarts Draft WWTP Design-Build Upgrade and Expansion, Augusta County, Virginia. Mr. Loomis served as project manager for design engineering services and construction services during the design-build effort for the upgrade and expansion of the Augusta County Service Authority’s Stuarts Draft Wastewater Treatment Plant (WWTP). This fast-track design-build effort expanded the plant from 2.4 mgd to 4.0 mgd, and upgraded treatment processes to meet a nitrogen allocation of 4 mg/l. Project elements included upgrades and expansion to screening, pumping stations, aeration basins, denitrifying filters, ultraviolet disinfection, post-aeration and chemical feed systems. Project Manager, Belt Filter Press Retrofit, Fairfax, Virginia.Mr. Loomis was the project manager for the design and construction management phase services for replacement of existing plate-and- frame filter presses with two new 3-meter belt filter presses for the Fairfax County Water Authority. Modifications included installation of two new presses, solids hopper with leveling screws, polymer feed system, solids thickness measuring devices and miscellaneous support facilities upgrades. This $4 million project was completed in April 2009. Lead Engineer, Chemical Storage Facility at the Ni River WTP, Fredericksburg, Virginia. This project included construction of new chemical storage facility and chemical metering systems for four chemicals at the Spotsylvania County Department of Utilities’ Ni River Water Treatment Plant (WTP). Mr. Loomis was the lead engineer for construction phase activities, including field engineering, start-up services, construction inspection, and design review.

4 2013.NPN.BRWA.30641 Peter M. Loomis, P.E.

Project Engineer, Water and Wastewater Preliminary Engineering Marine Corps Base to provide an additional water source to the Reports (PERs), Strasburg, Virginia. Mr. Loomis project manager base. Work included pipe routing, water meter selection, hydraulic for the preparation of PERs for water and wastewater treatment plant evaluation, preparation of plans and specifications, construction cost expansions and upgrades for the Town of Strasburg Department of estimating, and construction phase services. Utilities. The water PER includes an evaluation of existing facilities, an Project Engineer, Water Distribution System, Loudoun County, explanation of facilities required to meet new U.S. EPA drinking water Virginia. Mr. Loomis was project engineer for the design of a 57,000 standards, a presentation concerning the siting of a new water treat- LF water distribution system, including residential connections, a ment plant and the preliminary process design, and an evaluation of booster pumping station, and fire-protection storage tanks for the alternatives. The wastewater PER includes an evaluation of existing Loudoun County Sanitation Authority. The water distribution system facilities; the preliminary process design for new facilities; and an serves approximately 100 residences in the Landfill Service Area of evaluation of alternatives for these facilities to meet the ammonia, the county. nitrogen, and phosphorus limits required to obtain grant funding. Project Manager, Solids Biothickening Design, Washington D.C. Project Engineer, WTP Upgrades, Allegany County, Maryland. Mr. Mr. Loomis managed the design and construction phase services Loomis was project engineer for the design to upgrade an existing for biothickening process upgrades and expansion at the 370-mgd 0.2-mgd WTP serving the Rocky Gap State Park for the Maryland District of Columbia Water and Sewer Authority (DCWASA) Blue Environmental Services. The project consisted of refurbishing the Plains WWTP. The biothickening design includes upgrades to the existing diatomaceous earth filters, installing a chlorine contact 18 existing dissolved air flotation systems, installation of two new chamber, relocating the existing influent wet well and intake station, centrifuge thickeners, polymer feed systems, flow splitting and and upgrading the existing pumping capabilities. control of both thickening systems, pump stations for thickened Project Engineer, Long Term Water Supply Plan, Charlottesville, solids, waste liquor return, and unthickened solids. Virginia. Mr. Loomis was the project engineer for the preparation of Project Manager, WWTP Upgrades, Dale City, Virginia. Mr. Loomis the long term water supply plan for Rivanna Water & Sewer Authority. served as the project manager responsible for design and construc- The plan presented the evaluation of options for providing water tion management services for concurrent upgrades to each of two to the City of Charlottesville and Albemarle County for the 50-year 4-mgd WWTPs (12 mgd peak flows) for Dale Service Corporation. planning horizon. His responsibilities included determining flow The upgrades involved influent screening, screenings compaction, projections, establishing water supply options, establishing raw grit removal, grit dewatering, process pumping stations, sequencing water conveyance and treatment options, engineering evaluations of batch reactors, tertiary clarification, tertiary filtration, ultraviolet options, preliminary cost estimating, environmental impact assess- sterilization, solids handling, and outfalls. His responsibilities during ment, report preparation, and presentation to Rivanna Water & Sewer the design phase of the project involved conceptual and detailed Authority. designs; project scheduling and budgeting; coordination with Project Engineer, Swan Meadows Water Main Rehabilitation and electrical, structural, mechanical, and instrumentation disciplines; Replacement Evaluation, Aberdeen, Maryland. Mr. Loomis was the equipment selection and the completion of plans and specifica- project engineer for an evaluation of the existing water main in the tions for equipment purchasing; the mechanical design of process Swan Meadows section of the City of Aberdeen. The Swan Meadows components; and the overall approval of plans and specifications. water main is an 8-inch transit (asbestos-cement) main, which Construction-phase services involved the management of the experiences more frequent than normal water main breaks and leaks construction contractor, installation inspections, plant instrumenta- due to high pressures. The construction in Swan Meadows occurred tion and control management system (ICMS) programming, and in the late 1970s and included approximately 10,500 linear feet (LF) the preparation of operations and maintenance manuals. He also of 8-inch water main, fittings, valves and 310 service connections. served as the Engineer of Record for the completion of the plant There are approximately 310 homes served from this water main. certifications for the Virginia Department of Health and the Virginia Options evaluated included pipe bursting of the existing main, lining Department of Environmental Quality. of the existing main, removal and replacement of the existing main, Project Manager, Mayo Water Reclamation Facility, Anne Arundel or replacement in an alternate location. Mr. Loomis’ responsibilities County, Maryland. Mr. Loomis was project manager for the design included technical evaluation, economic evaluation, and preparation of WWTP upgrades at this Anne Arundel County Department of of evaluation report. Public Works facility. Work included upgrades to the recirculating Project Coordinator, Onville Road Water Main, Stafford County, sand filters, emergent wetlands, chemical clarifiers, pumping Virginia. Mr. Loomis was project engineer for design of approxi- stations, and peat wetlands. His responsibilities included overseeing mately 5,000 LF of 12-inch ductile iron water main along Onville the structural, mechanical, and electrical disciplines; designing the Road for the Stafford County Department of Utilities. He coordinated civil and process equipment; and preparing plans and specifications geotechnical investigations, surveying, and pipe corrosion evalua- for all upgrades. tion. Due to the soil conditions in the project location, the ductile iron pipe required polyethylene wrapping for corrosion prevention. The project connected the Stafford County water system to Quantico

5 2013.NPN.BRWA.30641 William B. Dowbiggin, P.E., BCEE Design Project Manager/Intake Specialist

Mr. Dowbiggin has 25 years of experience in water and wastewater studies, design, permitting, research, pilot testing, and the preparation of environmental impact statements. He has designed over EDUCATION: Bachelor of Science 41 major water plant and water distribution projects in the past 23 years with CDM Smith. He also has regulatory and project review experience from previous employment with the U.S. Environmental CERTIFICATION: Bachelor of Protection Agency. Mr. Dowbiggin monitors the drinking water industry and related regulations in his Science role with CDM Smith and in his role as an adjunct professor of water treatment plant (WTP) design at EXTRA: Bachelor of Science the University of North Carolina at Chapel Hill. Mr. Dowbiggin is a water treatment specialist with CDM Smith and has designed WTPs and distribu- tion facilities ranging from 1 mgd to 225 mgd in capacity. He has also completed twelve water treatment bench/pilot plant projects and prepared over 35 presentations and publishings including ten at national American Water Works Association (AWWA) conferences. He is a peer reviewer of articles for the Journal AWWA, has assisted in start-up and provided training for many water treatment projects, and is a Waterworks Operators School Instructor. Mr. Dowbiggin is on the AWWA National Standards Committee for Granular Activated Carbon (GAC). Mr. Dowbiggin’s bench and pilot testing experience includes jar tests, corrosion control tests, conven- tional treatment, tube and plate settlers, superpulsators, direct filtration, filter media optimization, air-water backwash, GAC, membranes, and comparisons of chlorine, ozone, chloramine, chlorine dioxide, potassium permanganate, THMR, peroxide, polyaluminum chloride, ferric, and alum. His plant design experience includes in-depth experience with various clarification technologies, filtration options, and residuals handling. Project Manager, WTP Design, Loudoun Water, Ashburn, Virginia. Mr. McNulty is serving as project manager for the design of a new 20-mgd WTP for Loudoun Water in Ashburn, Virginia. The plant will incorporate ozone disinfection and an innovative raw water supply system utilizing abandoned reservoirs for raw water storage. Project Manager, WTP Expansion, Fairfax County, Virginia. Mr. Dowbiggin served as project manager for the Corbalis WTP expansion from 150 to 200 mgd with a 225-mgd bid alternate for the Fairfax County Water Authority. This plant includes settled water ozonation and GAC biofilters as well as conventional coagulation, paddle wheel flocculators, and conventional sedimentation. Project Engineer, WTP, Florence, South Carolina. Mr. Dowbiggin served as project engineer for the Pee Dee Regional WTP for the City of Florence. This project included the design and construction services for a new 10-mgd WTP along with a new intake, raw water pump station, and transmission main. „„Project engineer for a new 55-mgd WTP in Henrico County, Virginia. Project manager for subse- quent uprating/upgrades to this plant. „„Technical reviewer for a 4-mgd membrane plant in Gloucester County, Virginia „„Project engineer for the Rivanna Water and Sewer Authority’s 6-mgd WTP disinfection upgrade and a 9-mgd to 12-mgd WTP expansion in Virginia „„Technical advisor for Pittsburg and Louisville 225-mgd WTP rehabilitation projects „„Project manager for new 30-mgd river intake and pump station structure and new 4.4/6-mgd Bladen Bluffs Regional Water Treatment Plant for the Lower Cape Fear Water and Sewer Authority in North Carolina

6 2013.NPN.BRWA.30641 William B. Dowbiggin, P.E., BCEE

„„Project manager for new 2.2-mgd Pender County Surface WTP „„Technical reviewer for the new Shoal Creek WTP, a 75-mgd in North Carolina permitted and 92.5-mgd hydraulic capacity plant in Gwinnett County, Georgia „„Lead design engineer for evaluations and upgrade of the 65-mgd nominal capacity Tennessee-American Water Company „„Technical reviewer under the project engineer for the Miami- WTP, which consists of Aldrich treatment units in parallel with Dade Water and Sewer Authority’s 165-mgd Preston WTP conventional treatment basins. This project included a disinfec- upgrade and a 60-mgd to 70-mgd expansion of the Hialeah tion byproduct (DBP) control study. WTP in Florida „„Project manager/engineer for the Neuse Regional Water and „„Project manager/engineer for a 62.5-mgd to 78-mgd upgrade/ Sewer Authority new 15-mgd water supply and treatment plant expansion, Phase I and Phase II 78-mgd upgrade with ozone in in North Carolina Raleigh, North Carolina „„Project manager/engineer for a new 5-mgd WTP for the „„Value engineering reviewer for the Buckman Direct Diversion Regional Water Authority in Asheville, North Carolina. He Intake and Treatment Project including a new 15-mgd mem- was also responsible for related pilot testing and DBP control brane WTP in Santa Fe, New Mexico studies. „„Project manager/engineer for a 15-mgd to 25-mgd WTP „„Project engineer for a 25-mgd to 31-mgd WTP expansion for the expansion in Wilmington, North Carolina Asheville-Buncombe Water Authority in North Carolina „„Technical advisor for evaluations of alternate measures to „„Project engineer for a 150-mgd upgrade to the Chattahoochee control disinfection by-products for the Cobb County-Marietta WTP in Atlanta, Georgia Water Authority in Georgia. This project included multiple studies and pilot tests. „„Project manager/engineer for a 16-to 40-mgd expansion of the Cary/Apex WTP in North Carolina. He was also responsible for Water Supply Intake Experience. Mr. Dowbiggin’s water supply related pilot testing and DBP control studies. intake experience includes the following: „„Project manager/engineer for a 60-to 72-mgd WTP uprating, „„Henrico County, Virginia - new 55-mgd intake and WTP 72-to 96-mgd expansion, 96-to 132-mgd expansion, and 132-to „„Lower Cape Fear Regional Water and Sewer Authority, North 156-mgd uprating for Charlotte-Mecklenburg Utilities in North Carolina – new 30-mgd intake with wedge wire screens on piles Carolina and caisson intake pump station. „„Technical reviewer for the Scott Candler WTP (150 mgd permit- „„Neuse Regional Water and Sewer Authority, North Carolina ted and 200 mgd hydraulic capacity) in DeKalb County, Georgia – new 30-mgd intake with wedge wire screens on piles and „„Assistant to project engineer for the Duck River Utility caisson intake pump station Commission’s 7.5-mgd WTP upgrade and 15-mgd intake „„Asheville, North Carolina – new 30-mgd Mills River intake with upgrade in Tennessee wedge wire screens, and preliminary engineering for multiple „„Project engineer for a new 1-mgd WTP for Dupont in North intake and water supply options in a water supply master plan Carolina „„Atlanta, Georgia – modifications to the existing Chattahoochee „„Project engineer for a 12-to 30-mgd WTP expansion in Durham, River sill/dam to supply 210 mgd North Carolina „„Duck River Utility Commission, Tennessee – 15-mgd intake „„Project manager for a 32-mgd and an 18-mgd WTP study in modifications to add another intake level to the intake tower in Fayetteville, North Carolina a lake intake/pump station „„Project engineer for a new 10-mgd WTP in Florence, South „„Florence, South Carolina – new 30-mgd caisson pump station Carolina and wedge wire screens on piles „„Project manager/engineer for a 27-mgd WTP study and „„Greenville, North Carolina – addition of a higher level screen for bicarbonate system design in Gastonia, North Carolina 22.5-mgd plant „„Project engineer for a 30-mgd to 60-mgd expansion and „„Greenville, South Carolina – replacement of intake structure for evaluations for uprating to 90 mgd in Greenville, South Carolina Table Rock Lake, includes a new 35-mgd intake in the lake and a tunnel through rock to convey water from the lake to a raw „„Project engineer for a 15-mgd to 22.5-mgd expansion for the water pump station Greenville Utility Commission in North Carolina „„Winston-Salem, North Carolina - Preliminary engineering for „„Assistant to the project engineer for a 100-mgd to 150-mgd environmental impact statement (EIS) for a new dam and expansion in Gwinnett County, Georgia intake.

7 2013.NPN.BRWA.30641 Aaron Browning Construction Project Manager/Procurement Team

Aaron has over 13 years experience in the construction industry, specializing in the integrated delivery of water and wastewater projects. As the Construction Project Manager, he will be responsible for EDUCATION: Bachelor of Science the day-to-day management of the project, assisting in the development of the preliminary project schedule and milestones, developing the bid package strategy, managing subcontractors and CERTIFICATION: self-perform work while coordinating the work of all team members. He is well versed in all aspects of OSHA 30-Hour Training project management for Design-Build projects. Competent Person Training EXTRA: Featured Past Project Experience: Design-Build expert Proven VE provider „„JEA Main Street WTP - Orange Street Reservoir Replacement Project, Jacksonville, Florida, Design- Proven CMAR and DB Water/ Build. $10.9 Million. Wastewater experience Experience managing large, The project included the installation of an ozone system for hydrogen sulfide removal and a new complex projects on active plants 3MG ground storage tank for storage and contact time. In addition, the project included interface with the existing well field SCADA system, well field water quality monitoring system, an in-line ozone injection system, liquid oxygen system and the ozone generation system. The system was designed to meet a firm capacity of 24 MGD. Key Components: • Ozone System • SCADA Integration • Demolition of Existing Facility • 3 Million Gallon Prestressed Concrete Tank

Past Project Experience: „„City of Venice Replacement of Water Treatment Membrane System, Progressive Design-Build, Venice, Florida. $5 Million. „„City of Cape Coral Parkway Improvements, Cape Coral, Florida, Design-Build, Involved community interaction. $1.8 Million. „„City of Cape Coral Comprehensive Integrated Surface Water Treatment System, Cape Coral, Florida ,Design-Build. $454 K. „„Glynn County Exit 29 Water Pollution Control Pant, Brunswick, Georgia, Construction Manager at-Risk, Expanded an existing 0.3 MGD plant to a 2.0 MGD plant for future growth. $20.2 Million. „„City of Winter Haven Wastewater Treatment Plant, Winter Haven, Florida, Construction Manager at-Risk, Included improvements to the existing wastewater treatment plant as required to produce public access reuse; improvements included the renovation of aeration basins, internal mixed liquor pump station, effluent filters, chlorine contact chamber and other ancillary systems. $16.1 Million. „„City of Live Oak Wastewater Treatment Plant, Phase I and II, Live Oak, Florida, Design-Build. Project expanded and improved their existing 1.25 MGD wastewater treatment plant to reuse quality effluent. $27.7 Million.

8 2013.NPN.BRWA.30641 Brian L. Ramaley, P.E. Public Outreach/Disinfection Byproducts & Taste and Odor Control

Mr. Ramaley has over 35 years’ experience in drinking water supply, treatment and distribution systems. Since 1994, he has been director of one of the largest drinking water utilities in Virginia, supplying water to more than 400,000 Virginians. A civil/environmental engineer by training, EDUCATION: MS - Environmental particular emphases of his work have been in water treatment facilities, alternative water supply/ Engineering treatment systems, water treatment and distribution technologies and modeling, and water utility BS - Civil Engineering operations and management. Mr. Ramaley has worked in staff, management, and leadership positions American Water Works as a consultant and with large municipal water and wastewater organizations. He has directed raw Association, Water Utility water source selection studies, water distribution system analyses, water quality studies, rate studies, Executive Management Institute corrosion control investigations, treatment plant rehabilitation projects, preliminary design, detailed Senior Executive Institute, design and construction supervision of water treatment plants (WTPs), pipelines, and other water Weldon Cooper Center for supply projects. He has served as a manager with the cities of Newport News, Virginia, and Durham, Public Service North Carolina, and in consulting while with the international firm James M. Montgomery, Consulting REGISTRATION: Professional Engineers, Inc. (now known as MWH). Engineer - VA From 1992 until 2000, Mr. Ramaley worked with EPA, environmental organizations, state regulators HONORS/AWARDS: Member, EPA’s and many others to develop new drinking water regulations, both in a regulatory negotiation process National Drinking Water Advisory Council (NDWAC) and as a member of EPA’s Federal Advisory Committee for microbial contaminants and disinfection (2001-2007), Chair (2004-2007) byproducts. Since January 2001, he has served in a variety of leadership roles related to critical infrastructure for the Nation’s water sector, including serving as a member of the WaterISAC Board Engineer of the Year, of Managers, Chairing the CIP Advisory Group, and representing the U.S. water industry at the U.S./ Tidewater Chapter, Virginia Australia Bilateral in 2004. In this role, Mr. Ramaley has helped organize, coordinate and review various Society of Professional Engineers 2006 programs and projects aimed at making the water supply community more secure from attack. He was named Chairperson of EPA’s National Drinking Water Advisory Council (NDWAC) in 2004. Mr. Ramaley Distinguished Alumnus, has testified to Congress on three occasions on water quality and chemical security issues, and has UNC School of Public Health, presented on issues related to climate change and its impacts on water supplies in coastal com- Environmental Sciences and munities, at international forums. Another area of interest is enhancing organizational performance Engineering, 2004

through organizational development strategies and various benchmarking techniques. President’s Award, 2000 Director of Public Utilities, City of Newport News Department of Public Utilities (Waterworks). and 1997, Association of Metropolitan Water Agencies Mr. Ramaley was Director of Newport News Waterworks from 1994 to 2013. He was responsible for (AMWA) leadership and direction of a 360-person organization, which delivers drinking water to more than 400,000 people in five jurisdictions in southeastern Virginia. Waterworks comprises six divisions, Meritorious Service Award, operates two major treatment complexes, five raw water reservoirs with one major river source and a 1993, AMWA groundwater desalination plant, 12,000 acres of watershed property, more than 1700 miles of pipeline Fuller Award, 2003, Virginia and 128,000 metered connections. Section AWWA Mr. Ramaley was Acting Assistant Director of the Waterworks from 1993 to 1994. In this position he Chair, National Water had oversight and management responsibility for a wide range of activities within the department, Sector Critical Infrastructure including personnel actions. Protection Advisory Committee (2001-2003) Mr. Ramaley was the Water Production Manager for the Waterworks from 1989 to 1994. He was respon- sible for the management and operation of the raw water system, the Harwood’s Mill and Lee Hall Federal Advisory Committee WTPs, the Water Quality Control Laboratory and the Water Production Division. He was responsible Member on Microbial and for all aspects of Waterworks’ operations relative to production of drinking water, as well as ensuring Disinfection Byproducts for that water met the highest quality standards. This included project oversight, personnel management, AMWA (1996 to 2002) budgeting, facility planning and engineering, regulatory reporting, and public information. While with Newport News Waterworks, Mr. Ramaley oversaw implementation or planning and design for major projects with over $300 million in total project costs, including:

9 2013.NPN.BRWA.30641 Aaron Browning

„„Reorganization of the department from a more hierarchical Ramaley, B.L., “Regulation of Disinfection Byproducts in Drinking structure keyed to professional disciplines to a flatter, integrated Water”, Continuing Education Teleconference Sponsored by Virginia structure based on major functional areas of responsibilities. Tech, December 20, 2000. „„Proposed development of a new raw water source (river intake Ramaley, B.L., “EPA Rules – D/DBP and IESWTR: What Does This Mean and reservoir) – through permitting/design. For ME?” Presentation at the Annual Conference of the Virginia Section AWWA, Norfolk, VA, October 1999. „„Residuals handling and land application facilities for dewatered alum residuals – complete and operating. Ramaley, B.L., “Capital Outlay – Large Utilities – How the Process Works,” Presentation at the Virginia Section AWWA Annual „„A new 60-mgd surface WTP – complete and operating. Conference, Richmond, VA, October, 1997 „„A 6-mgd, brackish groundwater, reverse osmosis desalination Ramaley, B.L., “Monitoring and Control Experience Under the Lead plant – complete and operating since 1998. and Copper Rule,” Journal AWWA, February 1993. „„Conversion of primary disinfection with free chlorine to ozone/ M’Coy, W.S. and Ramaley, B.L., “Water Treatment Residuals: Unique chloramination – complete and operating. Solution for Newport News,” Virginia Review, Sept./Oct. 1992, Vol. 70, „„A new consolidated operations and maintenance center – No. 8 complete in May 2002. Jacangelo, J., and Ramaley, B.L., “Disinfection By Products, What „„Utility customer information/billing system conversion from are They?” Paper presented at Water Quality Seminar sponsored by mainframe based to SAP. Virginia Section AWWA, Hampton, Virginia, April 1989. Principal Engineer and Southeast Regional Water Product Line Ramaley, B.L., “Meeting the New Turbidity Standard.” Paper presented Director, James M. Montgomery, Consulting Engineers, Inc. at the 53rd annual meeting of the Virginia Section of the AWWA, Mr. Ramaley was employed by James M. Montgomery, Consulting Richmond, Virginia, October 1986. Engineers, Inc. (JMM, now known as MWH) for more than ten years. Water Treatment: Principles and Design, James M. Montgomery, From 1986 to 1989 he was located in JMM’s Reston, Virginia office. Consulting Engineers, Inc., Co author, Wiley, 1985 He was responsible for overseeing all water related projects in JMM’s Southeast Region. This included various aspects of project manage- Ramaley, B.L., and Kawamura, S., “State Project Water in Southern ment and technical direction for a wide range of projects, including California: Treatment Considerations and Cost Implications.” Paper water source selection and water system master planning, facility presented at the 1983 Fall California Nevada AWWA Section planning, water supply and water quality studies, treatment plant Conference, Anaheim, California, October 1983. design, construction services and operational consulting. Ramaley, B.L., Lawler, D.F., Wright, W.C., and O’Melia, C.R., “Integral Principal Engineer and Division Manager, Water Treatment Analysis of Water Plant Performance.” Journal of the Environmental Division, Pasadena, California. As manager of the Water Treatment Engineering Division of the American Society of Civil Engineers, June Division in JMM’s headquarters in Pasadena, Mr. Ramaley was 1981. involved with dozens of projects; new WTPs with a total installed Wright, W.C., Ramaley, B.L., and Lawler, D.F., “Measurement and capacity of over 100 mgd were completed under his supervision. Effects of Particle Size Distributions in Water Treatment Plants.” Paper Publications presented at the 1979 AWWA National Conference, San Francisco, CA, June 1979. Brandt, Peiffer, and Ramaley, B. L., “Balancing Fixed Costs and Revenues,” Presentation at AWWA Annual Conference and Exhibition Ramaley, B.L., Wright, W.C., Lawler, D.F., and O’Melia, C.R., “Integral (ACE), Dallas, TX, June 2012. Water Treatment Plant Design: Sensitivity of Plant Performance to Variations in Design.” Paper presented at the 1979 AWWA National Ramaley, B. L., “Using the Higher Performance Organization Model Conference, San Francisco, CA, June 1979. and Various Benchmarking Techniques to Enhance Performance,” Presentation at AMWA-W-SMART workshop, Washington, DC, March 2010. Ramaley, B. L., “AMWA Water Security Efforts,” Presentation at W-SMART workshop, Lisbon, Portugal, March 2009. Ramaley, B. L., “Water Sector Security – Lessons Learned from Vulnerability Assessments and WaterISAC Status”, Presentation at the 3rd US/Australia Bilateral on Critical Infrastructure Protection, Canberra, Australia, April 2004.

10 2013.NPN.BRWA.30641 Mark C. White, P.E., BCEE Membrane Specialist

Mr. White is a registered professional engineer with 18 years of international experience in the planning, design, operations and maintenance, and construction of advanced water treatment facilities. He is well versed in membrane technology and has served as membrane design lead for over EDUCATION: MSEE - Water 200 mgd of membrane filtration treatment capacity, including some of the largest membrane facilities Resources Engineering in the United States and the largest facility in Pennsylvania. Mr. White serves on the American Water BS - Civil Engineering BS - Architecture Works Association (AWWA) Membrane Process Committee and the AWWA Water Treatment Facilities Design and Construction Membrane System Subcommittee. He is the author of many technical papers REGISTRATION: Professional and presentations on water treatment technology, primarily focused on membranes and has taught Engineer - NC, IL, WI classes on the design of membrane treatment systems at the University of North Carolina-Chapel Hill HONORS/AWARDS: Board Certified and the University of Wisconsin-Madison. Environmental Engineer (BCEE) - American Academy of Membrane Specialist, Pilot Testing and Design, Haverstraw, New York. For United Water New York, Environmental Engineers Mr. White served as MF/UF membrane specialist for a year-long pilot investigation and design for a new water treatment system. The proposed drinking water plant will treat water from the Hudson 1998 AWWA Best Paper Award (Water Quality Division) River using coagulation, sedimentation, ultrafiltration membranes, low-pressure reverse osmosis membranes, and chlorine contact. Mr. White prepared pilot testing protocols, evaluated testing data, 1998 AWWA Publications and developed procurement documents and design for the UF membrane system. Award

Membrane Design Lead, Submerged Membrane Treatment System, Erie Water Works, AWWA Thomas R. Camp Pennsylvania. Mr. White served as the membrane design lead for a new 45-mgd submerged mem- Scholarship brane filtration system that was retrofit into the existing conventional filter basins at the RWS Water Treatment Plant in Erie, Pennsylvania. He developed the procurement specifications to preselect the Ira O. Baker Prize - University of Illinois membrane system supplier, led the preliminary and detailed process design, coordinated permitting efforts, and provided construction-phase engineering services. Project Manager and Membrane Design Lead, Ultrafiltration Membrane Improvements, Racine, Wisconsin. Mr. White served as the project manager and membrane design lead for the design, construction and start-up of a new 50-mgd (expandable to 60-mgd) ultrafiltration membrane system for the Racine water treatment plant (WTP). This is currently one of the largest membrane facilities within the US. Novel aspects of this project include use of an evaluated bid process for selection of the membrane supplier; addressing redundancy requirements with operational strategies rather than capital expenditures; and redesign of supporting mechanical equipment in the membrane system to better meet the requirements of large municipal projects. Following commissioning, Mr. White worked with Racine staff to optimize operational performance of the installed membrane system to increase capacity, improve redundancy and lower operational costs. Membrane Design Lead, WTP Membrane Filtration System, Highland Park, Illinois. Mr. White is serving as process specialist for the retrofit of a new 30-mgd membrane filtration system for the city of Highland Park. For this project Mr. White served as the project manager for completion of a feasibility study comparing various membrane and conventional alternatives for upgrading and expanding the existing Highland Park water treatment plant, a year-long pilot testing study, and an evaluated-bid selection process. Mr. White served as the membrane design lead for the detailed design of the membrane system improvements and the construction-phase services. The project requires retrofit of the membrane system into very tight space limitations while maintaining operation of the existing facilities during construction. Membrane Specialist, Membrane Filtration System, Manitowoc, Wisconsin. Mr. White served as membrane specialist for the procurement and start-up of a new 24 mgd membrane filtration system retrofit into the existing Manitowoc Public Utilities WTP. This project included the implementation of

11 2013.NPN.BRWA.30641 Mark C. White, P.E., BCEE new submerged membrane treatment within existing conventional White, M. “Modernization of a Historic WTP Using Submerged filtration basins. Mr. White’s role in the project included develop- Membranes on Lake Erie.” Presented at the Pennsylvania Section ment of technical specifications and contract documents for the AWWA Annual Conference, Hershey, PA, April 2011. membrane treatment system, evaluation of the system proposals White, M. “Making the Most of Limited Space with Submerged for life-cycle cost and non-cost factors, technical review of the Membranes on Lake Michigan.” Presented at the Wisconsin Water membrane system design, and coordination for start-up and testing Association Annual Conference, Madison, Wisconsin, September of the facilities. 2010. Project Manager, Membrane Treatment Cold Water Capacity White, M. “Enhancing Efficiency of Full-Scale Ultrafiltration Project, Appleton, Wisconsin. Mr. White served as the project Membrane Treatment for Increased Capacity and Lower Operating manager for an engineering assessment to improve the operation of Costs.” Presented at the Singapore International Water Week 2010 an 18-mgd ultrafiltration system for Appleton. For this project CDM Convention, Singapore, June 2010. Smith evaluated the causes of excessive fouling of the ultrafiltra- tion system. CDM Smith recommended improvements to reduce White, M. “Membrane System Integrity Management.” Presented membrane fouling and successfully demonstrated the performance at the American Water Works Association Annual Conference, San of these improvements during pilot-scale and full-scale testing. CDM Diego, California, June 2009. Smith developed recommendations and preliminary evaluation of White, M. “The Racine, WI Story: 50 MGD UF Membrane System on a series of improvements to the Appleton WTP to reduce fouling, Lake Michigan” Presented at the American Membrane Technology improve operation, and reduce operational costs. Association Technology Transfer Workshop, Lake Geneva, Wisconsin, Membrane Specialist, Filter Rehabilitation Study, Evanston, October 2008. Illinois. For the City of Evanston, Mr. White served as membrane spe- White, M. “Commissioning and Startup of Low Pressure Membrane cialist in the development and evaluation of ultrafiltration upgrade Systems.” Presented at the American Water Works Association Annual alternatives for the existing 108-mgd drinking WTP. Conference, Atlanta, Georgia, June 2008. Project Manager, Ultrafiltration Membrane System Assessment, White, M. “Influence of Residuals Management on Membrane System Lake Forest, Illinois. Mr. White served as the project manager for Design.” Presented at the North Carolina Section AWWA Water an engineering assessment to evaluate the operation of a 14-mgd Professionals Conference, Charlotte, North Carolina, November 2007. ultrafiltration system for Lake Forest. For this project, CDM Smith provided recommendations to improve the operation of the White, M. “Optimizing Your Membrane System Operation for membrane filtration and pumping systems for this recently commis- Increased Capacity, Reliability, and Cost Efficiency” Presented at the sioned facility. Kentucky/Tennessee Section AWWA Water Professionals Conference, Louisville, Kentucky, July 2007. Membrane Specialist, Membrane Filtration System, Wichita, Kansas. Mr. White served as membrane specialist for the pre- White, M. “After Successful Start-up, What’s Next? Optimizing selection and procurement of a new 30-mgd membrane filtration Membrane Capacity, Redundancy and Cost Efficiency at the 50 system for the ASR Phase II Project. MGD Racine WTP.” Presented at the AWWA Membrane Technology Conference, Tampa, Florida, March 2007. Membrane Specialist, Membrane Filtration System, Bossier City, Louisiana. Mr. White served as process specialist for the feasibility White, M. “Optimizing Your Membrane System Operation for study for implementing a new 25-mgd membrane filtration system Increased Capacity, Reliability, and Cost Efficiency.” Presented at the for the Bossier City WTP. AWWA Water Quality Technology Conference, Denver, Colorado, November 2006. Senior Technical Reviewer, Various Locations. Mr. White has served as senior technical reviewer of membrane projects for water White, M. “Construction, Start Up and Operation of a 60 MGD treatment facilities in various locations including: Miami, Florida; Submerged Membrane Facility on Lake Michigan.” Presented at the Fort Worth, Texas, Park Cities, Texas; Olivenhain, California; Stockton, Illinois Section AWWA Annual Conference, Springfield, Illinois, March California; and Highland California. 2006. Presentations White, M. “Implementation of a 60-mgd Low Pressure Membrane Filtration System for the Racine Water Utility.” Poster presented at the White, M. “MF/UF Design Considerations.” Presented at the AMTA American Membrane Technology Association Biennial Conference, Technology Transfer Workshop, Des Moines, IA, July 2013. San Antonio, Texas, August 2004. White, M. “MF/UF Water Quality, Performance, and Applications.” Presented at the AMTA/AWWA Membrane Technology Conference, San Antonio, TX, February 2013. White, M. “Membrane versus Conventional Treatment for Groundwater.” Presented at the National Ground Water Association Annual Summit, Garden Grove, CA, May 2012.

12 2013.NPN.BRWA.30641 Todd R. Smith, P.E., BCEE Waterline Specialist

Mr. Smith is an environmental engineer with 23 years of experience conducting studies for and designing a variety of water, wastewater, and stormwater projects. EDUCATION: ME - Environmental Design Engineer, Raw Water Transmission Mains, Newport News, Virginia. For the Newport News Engineering Waterworks, Mr. Smith designed two raw water transmission main projects that supply the Harwoods BS - Civil Engineering Mill WTP. The first project involved design of 2,100-linear feet (LF) of 48-inch prestressed concrete REGISTRATION: Professional cylinder pipe (PCCP), which terminated at an energy dissipater structure at the Little Creek Reservoir Engineer - VA, MD Outfall. The second project involved design of 21,000-LF of 48-inch PCCP, which traversed through HONORS/AWARDS: Board Certified Newport News Park and public golf course, tunneled under a railroad and state roads. Environmental Engineer (BCEE), American Academy of Task Manager, New Water Meter Vault, Virginia Beach, Virginia. Mr. Smith was the task manager Environmental Engineers 2010 and lead design engineer for a new water meter vault for Naval Air Station Oceana. The design included approximately 120 LF of 8-inch and 16-inch finished water main along London Bridge Road for the United States Navy. The design included a backflow preventer and a connection to an existing 16-inch water line in London Bridge Road. Extensive coordination with the City of Norfolk and the City of Virginia Beach Development Services Center was required for final plan approval. Project Manager, Water Main Extension, Kitty Hawk, North Carolina. Mr. Smith managed the design and construction of approximately 5,100 LF of 6-inch finished water main through the Kitty Hawk Woods subdivision for the Dare County Water Department. The design included a 200 ft directionally drilled crossing through wetlands. Design Engineer, Raw Water Transmission Main, Norfolk, Virginia. For the Norfolk Department of Utilities, Mr. Smith designed approximately 60,000-LF of 48-inch raw water main transmission serving the Moores Bridge water treatment plant (WTP). Construction of this waterline enabled the treatment plant capacity to expand from 64 to nearly 100 mgd. The 60,000-LF pipeline route was constructed in five phases and is highlighted by a 1,400-LF aerial river crossing, a 2,100-foot horizontal directionally drilled river crossing, a 500-foot tunneled crossing under a railroad yard, an 800-foot subaqueous river crossing, and numerous other tunneled railroad crossings. The aerial river crossing, the subaqueous river crossing, and the horizontal directionally drilled river crossing crossed the Elizabeth River Eastern, Western, and Southern branches, respectively. A conventional river crossing of the Southern branch was designed but due to economic and geotechnical factors, a directionally drilled crossing was constructed. Project Engineer, Raw Water Pipeline Investigation, Norfolk, Virginia. Mr. Smith investigated Hazen-Williams “C” Factors for the Norfolk Department of Utilities in Norfolk, Virginia. Sections of the 48- and 30-inch concrete pressure pipe were tapped under pressure so that coupons could be extracted to determine if internal deposition had contributed to the low “C” factors. Project Engineer, Raw Water Pipeline Investigation, Henderson, North Carolina. Mr. Smith investigated Hazen-Williams “C” Factors for the Kerr Lake Regional Water System. The plant’s 36-inch raw water main was tested in the field to determine the Hazen-Williams “C” factors. Project Manager, Raw Water Transmission Main, Henderson, North Carolina. For the Kerr Lake Regional Water System, Mr. Smith designed approximately 2,700-LF of 24-inch ductile iron raw water transmission main. The new main was routed in an existing easement and paralleled an existing 36-inch cast iron/asbestos cement raw water transmission main. The project also included connections at the raw water pumping station and interconnections to the existing water main at several locations.

13 2013.NPN.BRWA.30641 Todd R. Smith, P.E., BCEE

Engineer, Utility Adjustments/Relocations. Mr. Smith served along Kings Highway, which includes a directionally drilled crossing as the design engineer for utility adjustments and relocation for of the Nansemond River. Route location and easement identification the Virginia Department of Transportation in Richmond, Virginia. drawings were developed to locate the sewer force main within the Adjustments/relocations were designed to accommodate road preferred corridor and to identify easements that may be required. widening and drainage design projects along State Route 460 Project Manager, Interceptor Sewer, Arlington County, Virginia. (Ivor, Virginia), and along Virginia Beach Boulevard (Virginia Beach, Mr. Smith managed the design of 8,700 LF of 24-, 30-, 48-, and Virginia). The project included the design of approximately 1,800-LF 54-inch gravity interceptor sewer. Approximately 6,500 feet of this of 6-through 20-inch water main and approximately 1,700-LF of sewer will be installed within the Arlington National Cemetery. 4- and 12-inch sanitary sewer force main. Another 1,000 feet will be installed on National Park Service prop- Project Engineer, Water Quality Laboratory, Fairfax, Virginia. For erty, adjacent to the Marine Corps Memorial (Iwo Jima Monument) the Fairfax County Water Authority, Mr. Smith performed civil design and crossing Memorial Avenue. The remainder will be installed in for the Water Quality Laboratory. The design included approximately other areas within Arlington County. Two major subsurface crossings 800-lf of 8-inch sanitary sewer relocation, 800-LF of 12-inch water are also required—a 300-foot-long jacked crossing of VDOT Route 50 line relocation, and 800-LF of 4-inch gas main relocation. Extensive and a 240-foot microtunneled crossing of Columbia Pike (VDOT). The drainage improvements were designed including a new stormwater design required coordination with various utilities, state and Federal collection system consisting of 15-inch through 36-inch RCP. Other agencies and several regulatory agencies. site work improvements included the design of paved parking areas Project Manager, Force Main and Pumping Stations, Mathews, and re-routing of existing access roads. The project also featured the Virginia. Mr. Smith was the project manager for the Mathews Force design of approximately 500-LF of 96-inch PCCP finished water line Main and Pump Stations project for the Hampton Roads Sanitation connecting two clearwells. District’s (HRSD) Small Communities Division. The project included Project Manager, Raw Water Intake, Henderson, North Carolina. closure of the existing the Mathews Treatment Plant and design of For the Kerr Lake Regional Water System, Mr. Smith designed a new a transmission force main and several pumping stations to convey 36-inch pre-stressed concrete cylinder pipe (PCCP) raw water intake. flow from the plant. The project included modeling the force main The new intake consisted of a submerged pipe with a prefabricated system to determine line size and location of pumping stations. The tee-screen. The new intake was a second intake to the raw water design included approximately 20 miles of transmission force main pumping station and provided draw-off capabilities at lower lake routed along VDOT roads and four pump stations which included levels for flexibility in water quality. Church Street Pump Station, Buckley Hall Pump, County Line Pump Station and Beaver Dam Pump Station. The Church Street Pump Project Manager, Sewer Force Main Extension, Suffolk, Virginia. Station was a submersible pump station and the other pup stations Mr. Smith is the project manager for the design of a sewer force wet well/dry well pumping stations. The force main was designed main extension for the City of Suffolk Department of Public Utilities. to route wastewater to the existing HRSD interceptor system in The sewer force main will convey brine discharge from the city’s Gloucester. The pump station design also featured surge control G. Robert House Water Treatment Plant (electrodialysis reversal system and instrumentation/control systems. process) to the Hampton Roads Sanitation District’s interceptor system. The 6-mile sewer force main alignment was a route along Project Manager, Allwood Drive/Robertson Drive Relief Sewer, Kings Highway, includes a 2,700 LF directionally drilled crossing of Fairfax County, Virginia. Mr. Smith managed the design of 800 the Nansemond River. The design also includes a phase approach linear feet of 8-inch gravity relief sewer. The initial phase of the where the first 600 LF of sewer was designed as a separate project project involved evaluation of replacement options for the existing to facilitate construction of a new entrance to Lone Star Park and sewer, which included constructing a new 8-inch parallel relief where the directionally drilled crossing of the Nansemond River sewer, pipe bursting to upsize the existing 8-inch sanitary sewer to will also be designed separately and packaged with another City a 10-inch sewer, and in-trench replacement of the existing 8-inch directional drilling project. Bid phase assistance and construction sanitary sewer with a new 10-inch sewer. The final phase of the administration will also be provided. project will involve design a new gravity sewer to replace the exist- ing asbestos-cement sanitary sewer. Other design features include Project Manager, Sewer Force Main Extension Routing Study, identifying bypass pumping requirements, developing traffic control Suffolk, Virginia. Mr. Smith was the project manager for a sewer plans and developing recommended construction sequencing for force main extension for the City of Suffolk Department of Public replacing sewer segments between manholes. Utilities. The sewer force main will convey brine discharge from the city’s G. Robert House Water Treatment Plant (electrodialysis reversal process) to the Hampton Roads Sanitation District’s interceptor system. The force main will also convey residential wastewater along the selected corridor. The initial phase of the project included a hydraulic analysis and routing study to determine which of the proposed four alignments was the most hydraulically and economi- cally beneficial. The most favorable alignment was a 6-mile route

14 2013.NPN.BRWA.30641 Timothy L. Twiddy General Superintendent

Mr. Twiddy holds over 30 years of project management experience in the construction field. His expertise is primarily in the water wastewater industry serving as senior superintendent overseeing projects ranging from $2 to $55 million. Mr. Twiddy’s past project experience before joing CDM Smith EDUCATION: BS - Construction is summarized below. Management Senior Superintendent, Mid Eastern Builders, Roanoke Water Treatment Plant (WTP), Roanoke, CERTIFICATION: B30-hour OSHA Construction Virginia. For this $7 million project, Mr. Twiddy served as senior superintendent providing oversight of Confined Space Entry the construction of the reverse osmosis plant expansion of existing clearwell. Forklift Driver Safety Training Flagging Operations Senior Superintendent, Mid Eastern Builders, Appomattox WTP, Petersburg, Virginia. For this Trench Excavation Competent $55 million project, Mr. Twiddy provided oversight of construction of a new 5 mgd clearwell, 2 pump Person stations, new influent piping which extended 200’ into lake, new filters, sedimentation basins, floc- Firt Aid/CPR/AED culation basins, new headworks, lime feed systems, placed new plant into operation and refurbished Erosion and Sediment Control existing plant. Upgraded plant from 42 MGD to 96 MGD. Responsible Land Disturber Senior Superintendent, American Contracting, Orem’s Road Pump Station Rehabilitation, Baltimore County, Maryland. Mr. Twiddy served as superintendent providing oversight of construc- tion activities for this $2.9 million pump station upgrade. The project consisted of new pipe systems, pumps, motors ,New gear and SCADA system. Senior Superintendent, Mid-Eastern Builders, Lynchburg, Wastewater Treatment Plant (WWTP) Upgrade, Lynchburg, Virginia. Mr. Twiddy served and senior superintendent overseeing construction activities for this $9.3 million project. The project consisted of expansion of headworks facility and digesters, removal and replacement of 4 secondary and 2 primary clarifiers, replacement of existing gear and instrumentation and new RAS & CL2 systems. Senior Superintendent, Mid Eastern Builders, Rapidan Service Authority, Fredericksburg, Virginia. For this $15.4 million project, Mr. Twiddy served as senior superintendent overseeing the expansion of existing plant that included a new headworks building, a new administration building, new aeration basins, 3 clarifiers, new RAS building, digesters, RAS pump building, sand filters, cl2 contact tanks, expansion of press building with new press, refurbishing of oxidation ditch, new gear and SCADA system. Senior Superintendent, Mid Eastern Builders, Richmond Wastewater Plant Expansion, Richmond, Virginia. For this $15.3 million project, Mr. Twiddy served as senior superintendent overseeing the expansion of existing sedimentation basin. This included a 350’ tunnel on rock anchors and piles and 3,500 yards of concrete, replacement of 4 clarifiers and removal and replacement of existing aeration pumps and piping. Senior Superintendent, Mid Eastern Builders, Proctors Creek Pump Station, Chesterfield, Virginia. For this $11 million project, Mr. Twiddy served as senior superintendent overseeing construc- tion activities that included a diversion station, new well, new pump house new MCC Building. All buildings were placed on 18” piles. Superintendent, Mid Eastern Builders, Philip Morris Plant, Chesterfield, Virginia. For this $19 million project, Mr. Twiddy provided oversight of the construction of a .5 mgd treatment plant. The project consisted of new headworks, aeration tanks, 2 clarifiers, a digester and press facility with new gear and instrumentation. Superintendent, Mid Eastern Builders, Henrico WWTP Expansion, Henrico, Virginia. For this $31 million project, Mr. Twiddy provided construction oversight for plant expansion, headworks, aeration

15 2013.NPN.BRWA.30641 Timothy L. Twiddy basins, clarifiers, digesters, CL2 tanks, methanol system, instrumenta- tion and electrical upgrades. Superintendent, Mid Eastern Builders, Lowes Store, Norfolk, Virginia. For this $2.6 million project, Mr. Twiddy provided construc- tion oversight for the new building construction of a new Lowes warehouse located on Raby Road in Norfolk Virginia. The project included parking lots and utilities. Superintendent, Mid Eastern Builders, Lowes Store, Suffolk, Virginia. For this $1.9 million project, Mr. Twiddy provided construc- tion oversight for the new building construction of a new Lowes warehouse located on Rt.460 in Suffolk Virginia. The project included parking lot and utilities. Superintendent of North Shore Operations, Hampton Roads Sanitation, Newport News, Virginia. Mr. Twiddy served as superin- tendent providing oversight of daily operations of the utility division that included coordination with 9 cities and counties, 46 full time employees, 3 construction and repair crews,3 interceptor crews, 3 station crews, 2 line cleaning crews, 1 chemical crew. He developed annual budget, made emergency repairs to interceptor systems and treatment plants, provided semi-annual and annual maintenance on pumping stations and pipe lines. He also reviewed and provided oversight of new construction projects. He also served as an instruc- tor of welding and piping classes for the apprentice program.

16 2013.NPN.BRWA.30641 Robbie Dick Pipeline Superintendent

As Pipeline Superintendent, Robbie is directly in charge of the pipeline construction, while supervis- ing all trades and subcontractors toward quality performance and timely completion. He plans and EDUCATION: schedules construction activities on a daily and weekly basis. In conjunction with the general super- intendent and the construction project manager, Robbie plans and develops construction techniques CERTIFICATION: and methods, such as formwork and temporary structures; materials handling; crew sizes; equipment OSHA 30-Hour Training Competent Person Training requirements; and task sequences. EXTRA: Robbie is also responsible for recruiting and deploying all job personnel working on the pipeline; layout Years of self-perform knowledge of accurate lines and grades for all work; checking and verifying dimensions within construction draw- High quality expectations ings, as related to shop drawings and keeping the project manager and construction project manager Focused on employee safety fully informed of all construction activities. In addition, he is in charge of safety and accident control; conducts safety meetings; and implements effective safety programs. Featured Past Project Experience: „„City of Chipley Wastewater Infrastructure Improvements, Chipley, Florida, Construction Manager at-Risk. $26.3 Million. Construction management at-risk engagement for the repair and/or replacement of the commu- nity’s entire wastewater system. New wastewater system includes a 1.2 MGD advanced wastewater treatment plant, sanitary sewer collection and transmission system, effluent disposal and reuse system. Project components included 1,200 LF of 12” HDPE reuse main and 500 LF of 10” HDPE reuse main installed using HDD. It also included installation of 32,000 LF of 12” PVC reuse main and 9,000 LF of 10” PVC reuse main using open cut installation. The project also included the installa- tion of two steel casings using jack and bore, 630 LF of 24” and 315 LF of 20”. Installation of 4,500 LF of 6 to 15” sanitary sewer pipe was install using open cut, while 52,000 LF of 8 to 15” sanitary sewer pipe bursting and replacement was conducted. Key Components: • Mechanical Bar Screen and Grit Removal • Two (2) Sequencing Batch Reactors • ­Two (2) Effluent Filters • Sanitary Collection System (55,000 LF) • Effluent Forcemain (42,000 LF

Past Project Experience: „„Robindale Wastewater Treatment Plant Renovation and Expansion, Brownsville, Texas, Subcontractor to Design-Builder. $32.3 Million. „„City of Winter Haven Wastewater Treatment Plant, Winter Haven, Florida, Construction Manager at-Risk, Included improvements to the existing wastewater treatment plant as required to produce public access reuse; improvements included the renovation of aeration basins, internal mixed liquor pump station, effluent filters, chlorine contact chamber and other ancillary systems. $16.1 Million. „„City of Live Oak Wastewater Treatment Plant, Phase I and II, Live Oak, Florida, Design-Build. Project expanded and improved their existing 1.25 MGD wastewater treatment plant to reuse quality effluent. $27.7 Million.

17 2013.NPN.BRWA.30641 Clay Watterson Assistant Project Manager/Procurement Team

Clay has over 7 years of experience in the water and wastewater industry. His experience as an Assistant Project Manager and Civil Estimator spans projects from $10 to $50 Million. As Assistant Project EDUCATION: Bachelor of Science Manager, Clay will serve as a secondary line of communication between various members of project and construction teams. His responsibilities include scheduling; detailed estimating; procurement; CERTIFICATION: Institute of Transportation Engineers coordination of all facets of the construction process; and monthly progress reports to owners and senior management. EXTRA: Experience with estimating pipeline Clay will also assist in the estimating of the project. He will be responsible for the preparation of projects complete project estimates from take-offs and pricing for conceptual to guaranteed maximum price Water treatment plant experience estimates. He will assist in the estimating process and assures that take-offs and pricing are complete and accurate. His work also includes value engineering and constructability reviews, and alternate systems studies including cost and schedule impacts for specific projects. Featured Past Project Experience: „„JEA Main Street WTP - Orange Street Reservoir Replacement Project, Jacksonville, Florida, Design- Build. $10.9 Million. The project included the installation of an ozone system for hydrogen sulfide removal and a new 3MG ground storage tank for storage and contact time. In addition, the project included interface with the existing well field SCADA system, well field water quality monitoring system, an in-line ozone injection system, liquid oxygen system and the ozone generation system. The system was designed to meet a firm capacity of 24 MGD. Key Components: • Ozone System • SCADA Integration • Demolition of Existing Facility • 3 Million Gallon Prestressed Concrete Tank • Past Project Experience: „„City of Venice Replacement of Water Treatment Membrane System, Progressive Design-Build, Venice, Florida. $5 Million. „„Napoleonville Water Treatment Plant Upgrade, Design-Build, Napoleonville, Louisiana. $3.5 Million. „„Dry Creek Wastewater Treatment Plant, Construction Manager at-Risk, Nashville, Tennessee. $20 Million. „„Valley Creek Wastewater Treatment Plant, Construction Manager at-Risk, Birmingham, Alabama. $50 Million. „„Baton Rouge Pipeline Project, Baton Rouge, Louisiana. $11 Million.

18 2013.NPN.BRWA.30641 Cheryl Robitzsch, P.E., DBIA Design QA/QC

Cheryl has 26 years’ experience in design, engineering and management of various water, wastewater and stormwater projects. As the Director of Design for Haskell’s water division, she facilitates and EDUCATION: Bachelor of Science coordinates efforts between designers and construction professionals to maintain a smooth transi- CERTIFICATION: tion from the GMP development phase of a project to the construction phase. Professional Engineer As Design QA/QC, Cheryl will coordinate design and permitting and be responsible for delivering the Designated Design-Build Professional contractual scope of work on time and at budget. She will also assist in review of potential quality Competent Person Training issues during GMP development. She will ensure that all established quality procedures are imple- mented and followed to promote the highest level of quality for the design and into construction of EXTRA: Design-Build expert the project. She will work closely with the Owner to ensure all operational issues are addressed as Facilitates integration of design and design progresses. construction Multiple design-build project Featured Past Project Experience: successes „„Total Water Management Plan (TWMP) Segment 2 River Crossing and Reservoir Replacement, Numerous water and wastewater treatment projects Jacksonville, Florida, Design-Build. $29.4 Million The project included the installation of an ozone system for hydrogen sulfide removal and a new 3MG ground storage tank for storage and contact time. In addition, the project included interface with the existing well field SCADA system, well field water quality monitoring system, an in-line ozone injection system, liquid oxygen system and the ozone generation system. The system was designed to meet a firm capacity of 24 MGD. This project also involved massive directional drilling that required the installation of 6,700 feet of 36 inch steel pipe under the St. Johns River. Key Components: • Ozone System • SCADA Integration • Demolition of Existing Facility • 3 Million Gallon Prestressed Concrete Tank • Jack and bore crossing under a major city highway • 2.2 million pounds of pipe. • Past Project Experience: „„City of Venice Replacement of Water Treatment Membrane System, Progressive Design-Build, Venice, Florida. $5 Million. „„City of Annapolis Water Treatment Plant, Annapolis, Maryland, Design-Build. $30 Million. „„City of Warner Robins Water Pollution Control Plant Expansion, Warner Robins, Georgia, Design- Build. $27.5 Million. „„Immokalee Membrane Water Treatment Plant, Seminole Tribe of Florida, Design-Bid-Build. $8.5 Million. „„US Navy Treatment Plant Upgrade, Indian Head, Maryland, Design-Build. $13.2 Million. „„City of Cape Coral Parkway Improvements, Cape Coral, Florida, Design-Build, Involved com- munity interaction. $1.8 Million. „„City of Cape Coral Comprehensive Integrated Surface Water Treatment System, Design-Build, Cape Coral, Florida. $454 K.

19 2013.NPN.BRWA.30641 Erin N. Brozovich, LEED AP Construction QA/QC Manager

Ms. Brozovich assists with managing design-build projects and is working as the project engineer on various water and wasterwater system design, build, operate and maintain projects. She has provided engineering expertise in financial analyses, feasibility studies, and civil engineering design projects. EDUCATION: BS - Civil Her academic studies included engineering construction management, engineering economics, Engineering environmental planning, mathematical/computer modeling, water and wastewater treatment REGISTRATION: systems, and hydrology. Engineer-in-Training CERTIFICATIONS: Leadership in Assistant Project Manager, Main Process Train Project, Washington, D.C. Ms. Brozovich is helping Energy and Environmental to manage the Main Process Train (MPT project). This $208 million project will install the world’s largest Design (LEED®) Accredited Cambi thermal hydrolysis process (THP) system. This is the first installation of the Cambi technology Professional in the United States. The project will generate class A biosolids and by-products will result in the 40-hour HAZWOPER Certified generation of 13MW of electricity integrated within the biosolids program. 40-hour Computational Fluid Dynamics (CFD) Training Assistant Project Manager, BRAC NCRRAF Andrews Air Force Base, Maryland. Ms. Brozovich is helping to manage this $125 million LEED certified administration facility. This is a 350,000 square foot, five story building that is over 100 feet tall. This design-build project has an 18-month schedule. In order to meet this aggressive schedule, CDM Smith incorporated a phased (floor by floor) turnover to the owner. She is currently working with the client to turn over each floor. She is managing this project work with regards to financial aspects, safety, quality control (QC), and scheduling. Ms. Brozovich works closely with the superintendents to plan the work and coordinates with the client, subcontrac- tors and design engineers to manage the job efficiently. Project Engineer, NAVFAC/MCB Camp Pendleton, DO 017 Trickling Filter, California. Ms. Brozovich is helping to manage this project. The scope of work includes the rehabilitation of the existing trickling filter. In order to keep the treatment plant online, CDM Smith installed an activated sludge system. She is managing this project work with regards to financial aspects, safety, QC, and scheduling. She is working with the client to bring the activated sludge, system online and operate the system. Ms. Brozovich works closely with the superintendents to plan the work and coordinates with the client, subcontractors and design engineers to manage the job efficiently. Project Engineer, NAVFAC/MCB Camp Pendleton, DO 010/014– Sewer Lift Stations 1 and 3, California. Ms. Brozovich is helping to manage these two Sewer Lift Station projects. The scope of work for the two projects includes the rehabilitation or replacement of 12 different lift stations on the base. She is managing this project work with regards to financial aspects, safety, QC, and scheduling. Ms. Brozovich works closely with the superintendents to plan the work and coordinates with the client, subcontractors and design engineers to manage the job efficiently. Project Engineer, NAVFAC/MCB Camp Pendleton, DO 012/013– Sewer Line Manholes (SLMH), California. Ms. Brozovich successfully helped to manage this complicated project involving over 44 manholes, and over 50 pipeline segments. She managed this project work with regards to financial aspects, safety, QC, and scheduling. This complex project posed management challenges because of all of the associated field changes. It was also located all over the base, and every segment of pipe or manhole had to be individually assessed. Much of the work was in environmentally sensitive areas, so alternative methods had to be considered. Ms. Brozovich worked with the designers during the investigation phase to consider rehabilitation of sewers and manholes, rather than replacing the lines/manholes. She helped to determine and select the appropriate method of rehab, including CIPP (cured-in-place pipe), manhole liners and manhole inserts. These alternatives met the client’s needs and still met the specifications. By researching and selecting other methods for repairs, CDM Smith was able to save the client over one million dollars and complete the job more quickly.

20 2013.NPN.BRWA.30641 Erin N. Brozovich, LEED AP

Project Engineer, NAVFAC/MCB Camp Pendleton, DO 002– Wells and biotowers. To determine whether or not existing FRP ductwork Replacement Project, California. Ms. Brozovich was project could be reused, she provided hydraulic calculations. engineer for this $6.1 million design-build project. The scope of Ms. Brozovich provided detailed designs and specifications for work included the design, construction, and commissioning of six the facility layout and mechanical piping, obtained cost estimates potable water production wells with capacities up to 1,000-gallons from vendors, calculated pump hydraulics, coordinated with other per minute. Her responsibilities included writing the operation and disciplines (structural, electrical, instrumentation) to incorporate maintenance manual for the system, back checking calculations, and mechanical designs and changes, and provided calculations for coordinating close out activities. chemical containment. In addition, she designed the upgrades to Project Engineer, NAVFAC/MCB Camp Pendleton, DO 001 - Pump the hydrogen peroxide analyzers and feed systems. Ms. Brozovich Station/Force Main Relocation, California. Ms. Brozovich was was responsible for the overall submittal efforts which included the project engineer for this $8.4 million design-build project. The coordinating with drafters, other disciplines, and administration project included the construction of three new below ground sewer staff. She also attended client progress and focus meetings to lift stations and installation of 11,000-feet of HDPE force main in address client comments and present design alternatives. diameters up to 21-inches. Approximately 2,000-ft of the 21-inch Staff Engineer, Orange County Sanitation District Primary force main was constructed using horizontal directional drilling Treatment Rehabilitation and Refurbishment at Plant No. methods under sensitive environmental areas adjacent to the 2, California. Ms. Brozovich was responsible for the complete Santa Margarita River. She also performed the work of the design submittal of the Foul Air System Study. The task included developing engineers by writing the Operation and Maintenance Manuals for a schedule for internal deadlines, coordinating the work of subcon- CDM Smith’s work on sites B&C and assisted with the development sultants for field testing, field supervision, authoring several sections of the commissioning and demonstration plans. of the report, and coordinating with administrative support, drafters, Project Engineer, NAVFAC/MCB Camp Pendleton, DO 003 - and graphic artists. She also developed the draft process flow Sewage Treatment Plant 11 Upgrades, California. Ms. Brozovich diagrams and preliminary layouts for the North and South Scrubber was serving as a project engineer on a $5.8 million improvement Complexes. Ms. Brozovich authored several sections of the various project to an existing sewage treatment plant. The project involved Technical Memorandums and responded to the client’s comments. designing and building a new influent pump station, headworks and grit removal facility. The project also consisted of rehabilitating sludge drying beds and repairing a damaged digester lid. Her duties included coordinating with vendors and subcontractors, reviewing and preparing submittals, and coordinating with superintendent and project manager. She also developed the commissioning and demonstration plans for this job. These commissioning and dem- onstration plans have been used as templates on every subsequent start-up job at Camp Pendleton. Project Engineer, NAVFAC/MCB Camp Pendleton, P-002 Southern Regional Tertiary Treatment Plant Design Build Operate and Maintain Project, California. Ms. Brozovich served as project engineer for the commissioning of the $40 million tertiary treatment plant. The tertiary treatment plant comprised influent pump stations, grit removal facilities, sequencing batch reactors, equalization basins, disk filters, disinfection basins, aerobic digesters, and odor control biofilters. Ms. Brozovich coordinated vendors, organized start up for the plant, and helped to manage quality assurance/QC. Staff Engineer, J-71-8/P280 Orange County Sanitation District (OCSD) Rehabilitation of Odor Control Facilities (Plant Nos. 1 and 2), California. This project entailed the detailed design of chemical treatment facilities at OCSD’s odor control facilities, and included the construction of new chemical scrubbers which require the use of caustic, sodium hypochlorite, and muriatic acid. As a staff engineer, Ms. Brozovich developed preliminary layouts for the odor control complexes at plant nos. 1 & 2. She performed calculations to determine the necessary size and number of odor control scrubber

21 2013.NPN.BRWA.30641 Lance Simons Safety Manager

Lance joined Haskell in 1982. He has over 27 years’ experience in supervising and implementing safety procedures for large projects under construction throughout the U.S. During his tenure, Lance has served in both field and corporate safety-related roles, including on-site safety management, subcon- EDUCATION: Bachelor of Science tractor safety coordination and corporate training. CERTIFICATION: As Safety Manager, Lance is responsible for safety and health performance of Haskell’s construction OSHA Construction Safety Health operations. He is instrumental in establishing rules and programs designed to promote safety and to (OSHA 500) make these rules and programs known to all construction employees. Lance makes necessary safety Competent Person Training - Scaffolding Trenching training and materials available, including first-aid training and certification for on-site project manage- OSHA Compliance ment. He conducts periodic inspections of all job sites, maintains records and continually monitors all Red Cross First Aid / CPR aspects of the safety program for effectiveness. Lance’s responsibilities include review and investigation of all serious accidents, in addition to ensuring that measures are taken to prevent future occurrences. EXTRA: Promotes “Zero Incident” Safety Featured Past Project Experience: Culture „„US Navy Treatment Plant Upgrade, Indian Head, Maryland, Design-Build, $13.2 Million. Establishes safety goals and awards Certified OSHA Trainer The US Navy selected Haskell as their Design-Builder to expand and improve their existing .5 Million Gallons per Day (MGD) wastewater treatment plant to meet the requirements of the Chesapeake Bay Restoration Act. Key Components: • Mechanical Bar Screen and Grit Removal • Influent Pump Station • Two (2) Sequencing Batch Reactors • ­Six (6) Effluent Filters • UV Disinfection • Chemical Storage and Feed Systems • Re-aeration Basin • Effluent Pump Station • LEED Silver Office/Lab • 350 KW generator­ • SCADA System Past Project Experience: „„Total Water Management Plan (TWMP) Segment 2 River Crossing and Reservoir Replacement, Jacksonville, Florida, Design-Build. $29.4 Million „„City of Venice Replacement of Water Treatment Membrane System, Venice, Florida, Progressive Design-Build. $5 Million. „„Robindale Wastewater Treatment Plant Renovation and Expansion, Brownsville, Texas, Subcontractor to Design-Builder. $32.3 Million. „„Project Wave, Batavia, New York, Design-Build. $5.8 Million. „„City of Annapolis Water Treatment Plant, Annapolis, Maryland, Design-Build. $30 Million. „„City of Warner Robins Water Pollution Control Plant Expansion, Warner Robins, Georgia, Design-Build. $27.5 Million. „„City of Winter Haven Wastewater Treatment Plant, Winter Haven, Florida, Construction Manager at-Risk. $16.1 Million. „„US Navy Treatment Plant Upgrade, Indian Head, Maryland, Design-Build. $13.2 Million. „„Point Peter Wastewater Treatment Plant Expansion, St. Marys, Georgia, Construction Manager at-Risk. $23.2 Million. „„JEA Highlands Water Treatment Plant Improvements & Expansion, Jacksonville, Florida, Design-Build. $8.3 Million.

22 2013.NPN.BRWA.30641 Arlene E. Post Public Outreach

Ms. Post has more than three decades of experience in all aspects of communications and strategic management. A leader in designing and implementing award-winning outreach, public involvement, and education initiatives, Ms. Post has communications expertise in the areas of water planning, EDUCATION: potable water, wastewater, recycled water, transportation, parks, historic preservation, and biosolids BA - Modern American Literature (Minor in composting. She possesses a strong background and capabilities in communication strategies, Mass Media) group process design and facilitation, and media relations, as well as intergovernmental and political HONROS/AWARDS: BPublic relations. Her exceptional writing skills have been applied to create speeches, white papers, successful Communications Excellence, grant applications, compelling presentations, and innovative educational material, with a specialized American Water Works ability to translate complex technical concepts for public understanding. Association SMALL AGENCY OUTREACH, CALIFORNIA Technical Lead, Recycled Water Outreach for Los Angeles Department of Water and Power Association of Sanitation (LADWP), Los Angeles, California. Ms. Post was technical lead for a multi-year outreach initiative as Agencies LADWP initiated communications with its public and engaged stakeholders in developing plans to expand the recycled water program, to include groundwater replenishment with recycled water. This Best Educational Program, US EPA Region 9 included coordination with the recycled water master planning team, establishment of a citywide Recycled Water Advisory Group, development of participatory stakeholder workshops, engagement of Huttleston Award, New York key opinion leaders, preparation of collateral material, and establishment of communication strategies Parks Commission to engage and inform diverse constituencies across the city. Best Government Publication Technical Lead, On-Site Water and Wastewater Systems Outreach to Property Owners, Los Honorable Mention Public Angeles County Department of Public Health, Los Angeles, California. Working with the Drinking Relations Society of America Water Program of the LA County Department of Public Health, Ms. Post has led the effort to transform –New York technical documents for on-site water and wastewater system approval into compelling public- Outstanding Publication, New oriented publications that not only explain the process for legally implementing on-site systems York State Recreation and but also clearly communicate the role and authority of the county, as well as the implications and Parks Society significance for public health. Best Educational Exhibit, Technical Liaison, Advanced Water Purification Demonstration Facility, San Diego, California. New York State Fair Board of Ms. Post coordinated activities to develop education and tour elements to engage and inform visitors Directors about the city’s Advanced Water Purification Demonstration Facility. The tour includes pre-and post-tour experiences, signage, and other elements that explain the purification process and its effectiveness in transforming wastewater into a product to be safely used to augment supplies in one of the city’s drinking water reservoirs. Director of Resource Conservation and Public Outreach for Las Virgenes Municipal Water District, Calabasas, California. Ms. Post provided executive leadership for all aspects of communica- tions, including public outreach, media and legislative relationships, stakeholder relations, publica- tions, and education. She was responsible for leading the District’s efforts in watershed stewardship, conservation, cross-connection protection, customer service, planning, and regulatory compliance. She applied long- and short-term communications strategies to build understanding and support for the utility’s environmentally progressive water and wastewater services in the Malibu Creek Watershed. For example, she: „„Designed and led the successful, multi-year strategy for the JPA of Las Virgenes MWD (LA County) and Triunfo Sanitation District (Ventura County) that built public awareness and understanding of the stewardship and regulatory challenges of wastewater services in an environmentally sensitive region. This effort culminated in an overwhelming multi-county grassroots response to proposed regulations, resulting in a workable permit for the wastewater treatment facility and savings in excess of $100M.

23 2013.NPN.BRWA.30641 Arlene E. Post

„„Established the District’s first Community Outreach Strategic Plan, based on a survey of customer attitudes and communica- tion preferences. Recurring customer surveys formed the basis for a coordinated communications program, including publica- tions, a website, in-school education programs, tours and events, speakers bureau presentations, and a Water Leadership Forum to update local officials and public leaders as well as gather their ideas and input. „„Calmed community concern and media fervor about perceived health risks of biosolids composting. She planned and coordinated a public workshop within four days, then facilitated public discussion and testimony by national experts and the U.S. Environmental Protection Agency (EPA). „„Developed communications during a cross-connection incident, including informing impacted residents, schools, and businesses; ensuring coordination and consistent messages; ongoing media relations’ and serving as press spokesperson. Director of Community Relations for the New York State Office of Mental Retardation and Developmental Disabilities, Albany, New York. Ms. Post developed and managed statewide com- munications strategies to support the agency’s transition to quality management and customer-driven services, setting the tone for a new focus on clients and their families. Director of Communications for the Oregon Department of Transportation, Salem, Oregon. Ms. Post was responsible for all public communications, outreach, and government relations across the state, managing an annual $2 million budget and a staff of 31. She led comprehensive public outreach, publications, public events, community, press and media relations, intergovernmental and legislative relations, and internal communications for a statewide staff of more than 4,000. Director of Communications for New York State’s Office of Parks, Recreation and Historic Preservation, Albany, New York. Ms. Post was the executive manager responsible for developing and implementing statewide public outreach initiatives, media and press relations, marketing, and publications involving 185 facilities with more than 60 million annual visitors.

24 2013.NPN.BRWA.30641 Kraig R. Schenkelberg, P.E., BCEE Mechanical Process Engineer

Mr. Schenkelberg has 20 years experience in environmental and civil engineering that includes water and wastewater treatment facility design, sanitary sewer pumping stations, water distribution projects, storm drainage, and water treatment process evaluation as well as several research projects. EDUCATION: BS - Civil Engineering Project Engineer, Water Treatment Plant (WTP) Expansion - Phase III, Fairfax County, Virginia. Mr. REGISTRATION: Professional Schenkelberg designed yard piping improvements for the expansion of the Corbalis WTP from 150 to Engineer - VA 225 mgd. Yard piping improvements included approximately 710 lf of 108-inch pipe interconnecting HOMORS/AWARDS: clear wells two and three, 615 lf of 72-inch and 468 lf of 30-inch process overflow piping, 96- and 108- Board Certified Environmental Engineer inch filtered water interconnections, 42- and 66-inch raw water piping modifications, and 1,100-feet of (BCEE), American Academy of 36-inch recycle piping. Environmental Engineers Project Engineer, Brackish Groundwater Supply Project, Gloucester County, Virginia. Mr. Schenkelberg provided mechanical design for a 1-mgd (4-mgd ultimate) reverse osmosis WTP. His responsibilities included design or coordination of all plant hydraulic systems, membrane booster pumps, pretreatment system, chemical feed system, membrane cleaning system, plant air system, and residuals treatment and handling systems. Project Engineer, Brackish Groundwater Development Optimization Study, Newport News, Virginia. Mr. Schenkelberg conducted an optimization study and prepared a memorandum for the operation of the a brackish groundwater development facility that evaluated pumping, chemicals, and using various operational scenarios to minimize operational costs. Lead Project Engineer, Expansion of the Kill Devil Hills Wellfield and Replacement of Skyco Well No.1, Dare County, North Carolina. Mr. Schenkelberg designed five water supply wells (each 500 gal- lons per minute) and approximately 28,000 feet of associated raw water transmission mains ranging from 6 to 18 inches in diameter. The brackish ground water wells provide raw water to the Dare County Water Department’s North Reverse Osmosis Facility located in Kill Devil Hills, North Carolina. Project Engineer, Rocky Gorge Raw Water Pumping Station Upgrade, Laurel, Maryland. For the Washington Suburban Sanitary Commission (WSSC), Mr. Schenkelberg provided mechanical design for upgrades to the Rocky Gorge Raw Water Pumping Station. The project included evaluation of the existing penstock, pumps and turbines to upgrade the firm flow capacity from 60 mgd to 120 mgd. Project Engineer, Gillies Creek Pump Station and Flow Equalization Basin Project, Henrico County, Virginia. Mr. Schenkelberg designed upgrades to a 12.9-mgd sewage pump station and a 10.1-mgd (14.6-mgd ultimate) flow diversion pump station. Responsibilities included mechanical design for the existing pump station and new diversion pump stations, capacity evaluation of the existing influent sewer, preliminary design of a four million gallon storage tank and associated odor control equipment. He continued as CDM Smith’s project contact during the construction phase. Project Manager, Water Utility Consulting Contract, Newport News Waterworks, Newport News Virginia. Mr. Schenkelberg is managing the Water Utility Consulting Contract for Newport News Waterworks. Work orders authorized to date include: „„Chickahominy Raw Water Pump Station Upgrades Preliminary Engineering Report. „„Harwood’s Mill Air Scour Blower Evaluation, Design and general services during construction „„Lee Hall Dissolved Air Floatation Pump Starter Evaluation „„Structural Evaluations of Chickahominy and Copeland Park pump Stations

25 2013.NPN.BRWA.30641 Kraig R. Schenkelberg, P.E., BCEE

Project Engineer, Brackish Groundwater Development Study, will combine biological nutrient removal with membrane separation Newport News, Virginia. Mr. Schenkelberg served as project to produce a very high quality effluent to comply with Virginia’s engineer for the implementation and operation of two 27,000-gpd Chesapeake Bay water quality standards for nutrient loads while also reverse osmosis pilot units for Newport News Water Works. The maintaining existing BOD5 and TSS effluent load limits to accom- project focus was to determine membrane fouling potential for the modate regional growth. development of a brackish groundwater source. Responsibilities Project Manager, Basis of Design Report and Interim included design of the pilot testing protocol, start-up and operation Optimization Plan, Onancock, Virginia. Mr. Schenkelberg was of the pilot units, evaluation of pilot performance, and the prepara- project manager and lead project engineer for the preparation of tion of recommendations for appropriate membrane selection. a Basis of Design Report and Interim Optimization Plan, both of Project Engineer, Filtration Rate Upgrade Study, Henderson, which were required by a discharge permit. The reports identified North Carolina. Mr. Schenkelberg was project engineer for measures for the plant to comply with upcoming nutrient removal the filtration rate upgrade study for the City of Henderson. This regulations and to improve nutrient removal performance using the year-long pilot study was conducted to determine the feasibility of plant’s current treatment configuration. increasing the water treatment plant capacity from 10 mgd to 15 Project Manager, Effluent Disposal and Wastewater Reuse mgd by increasing plant filtration rates. Alternatives, Onancock and Accomack County, Virginia. Mr. Project Engineer, Filtration Media Selection Study, Camden, Schenkelberg managed and was lead project engineer for the South Carolina. Mr. Schenkelberg was project engineer for the evaluation of effluent disposal and wastewater reuse alternatives. evaluation of filtration media for a 6.0-mgd water treatment plant The study identified and evaluated potential wastewater disposal design in Camden. His responsibilities included design and installa- alternatives such as dedicated land disposal, constructed wetlands, tion of pilot equipment and the evaluation of media performance. agricultural reuse, or outfalls to either the Chesapeake Bay or the Atlantic Ocean. Project Manager, Pump Station Modification Program – Program Management, City of Virginia Beach, Virginia. Mr. Project Engineer, New Source of Supply and Improvements, Schenkelberg is assisting the City of Virginia Beach by managing the Eastchester, New York. Mr. Schenkelberg designed chemical preparation of several preliminary engineering reports and con- storage and metering facilities for the proposed Delaware Pump struction documents being prepared by other consulting engineers. Station, including the sodium hydroxide, sodium hypochlorite, and The project is designed to augment City staff and provide additional zinc orthophosphate chemical feed and storage systems. engineering resources to increase the effectiveness of the pump Task Manager, Battlefield Boulevard Pump Station Relocation, station modification program. Chesapeake, Virginia. Mr. Schenkelberg managed the hydraulic Project Manager, Pump Station 88 Replacement Study, Norfolk, evaluation and preliminary layout for the relocation of Pump Virginia. Mr. Schenkelberg is managing the evaluation, design Station 138. The sanitary sewer pump station will be relocated to and construction management of the pump station 88 sewer shed accommodate the Virginia Department of Transportation’s (VDOT) located in Norfolk Virginia. The project involves evaluation of the improvement of the interchange between Battlefield Boulevard and sanitary sewer collection system, water system and pump station Interstate 64. 88. The goal of the project is to upgrade and renovate the existing Task Manager, Sanitary Sewer Pumping Station, Tallwood system to minimize infiltration and inflow to the sewer system, Elementary School Pump Station, Virginia Beach, Virginia. Mr. upgrade the aging water system, and upgrade or replace the Schenkelberg managed the hydraulic design of a 1.6-mgd wet-pit/ existing sewer pump station. dry-pit sanitary sewer pump station for a new service area along Project Engineer, Upgrade of Three Pump Stations, Upper Kempsville Road in Virginia Beach. Project responsibilities included Occoquan Sewage Authority, Centerville Virginia. Mr. pump station siting, hydraulic analysis for the pump station and Schenkelberg served as pump station lead design engineer for the gravity sewer system, and coordination with HRSD for operating upgrades to the Winters Branch pump station. The project involved pressure range and force main connection criteria. expanding the capacity of the existing station from 6.3 to 17.5 Moores Bridges High Pressure Pump Station Surge Evaluation, mgd. The existing wet pit/dry pit pump station was converted from Norfolk, Virginia. Mr. Schenkelberg conducted a surge evaluation extended shaft to dry pit submersible pumps. A supplemental for the pump station using SURGE computer software. He modeled pump station was designed to increase the capacity of the station the pump station reaction to water hammer in the event of a power and to include grinding of incoming sewage. failure. The analysis included modeling pump characteristics, surge Project Manager, Expansion and Upgrades to the Wastewater anticipator valves, and distribution system behavior. Treatment Facility, Town of Onancock, Onancock Virginia. Mr. Schenkelberg is managing the design and general services during construction of the upgrade of the Town of Onancock, Virginia’s wastewater treatment facility from a package extended aeration plant to a membrane bioreactor (MBR) facility. The upgraded facility

26 2013.NPN.BRWA.30641 Ernie Sturtz, P.E., BCEE Surge Control

Mr. Sturtz is a specialist in hydraulics and the application of pumping equipment for engineering projects, well qualified in the design and management of water and wastewater pumping station EDUCATION: BS - Civil projects and the hydraulics of water and wastewater treatment plants, water transmission/distribution Engineering systems, and wastewater collection/transmission systems. He has personally designed over 40 major REGISTRATION: Professional pumping systems and is recognized as a national expert in the field, available for technical advice to Engineer: Florida and Georgia clients worldwide. Mr. Sturtz is a member of the Hydraulic Institute (HI) and currently sits on a number CERTIFICATIONS: Board Certified of HI committees. He has been recognized by the HI for his technical leadership and contributions in Environmental Engineer the creation of several American National Standards Institute/HI standards and guidelines for roto- (BCEE), American Academy of dynamic pumps. Mr. Sturtz has evaluated, designed, and or provided troubleshooting assistance at Environmental Engineers hundreds of pump stations in his 39-year career with CDM Smith. Mr. Sturtz has also served as a team member on many value engineering studies on a wide range of facilities. In his capacity as a senior technical advisor in the field of pumps and hydraulics, he conducts quality assurance reviews for many pumping station designs produced by CDM Smith offices nationwide. Pump Station Project Manager and Hydraulics Discipline Leader, Tampa Bay Water Surface Water Supply System, Tampa, Florida. Mr. Sturtz provided technical guidance to the design team and provided pumping system selection for a surface water supply system that included four major components: the Tampa Bypass Canal Intake and Pump Station (TBCPS), the Alafia River Intake and Pump Station (ARPS), the repump station, and the South Central Hillsborough Intertie. The TBCPS consists of four 600-hp constant speed pumps; the repump station includes four 1,750-hp variable frequency driven units; and the ARPS includes four 800-hp variable frequency driven units. The TBCPS pumps to tanks at the water treatment plant (WTP) site, while the repump station (adjacent to the WTP) and the ARPS deliver water to a new reservoir several miles south of the other facilities. The repump station was not part of Tampa Bay Water’s original project concept, but was recommended by Mr. Sturtz to reduce total energy consumption and simplify operations. Quality Control, West Wellfield Expansion and Raw Water Transmission Mains, Deerfield Beach, Florida. CDM Smith was retained to perform injection well and pump station design and construction services projects in several contracts at the city of Deerfield Beach’s West WTP. These services provided related to the injection well system included design, permitting, bidding, general engineering during construction, and resident engineering services. These projects were related to the City’s efforts to dispose of concentrate reject from the plant’s nanofiltration and reverse osmosis water treatment process. Mr. Sturtz provided quality control oversight of the hydraulic design for the WTP processes, including the concentrate disposal system and input into the final design of the deep injection well. Hydraulics Discipline Leader, Water Treatment Plant Enhancement Program, Cleveland, Ohio. Consisting of facility planning and preliminary engineering of improvements and equipment mod- ernization for three existing WTPs, Mr. Sturtz evaluated the hydraulics for the three plants, including over 50 large pumps ranging in size from 600 HP to 4,500 HP. The facility planning phase consisted of a detailed inspection and energy audit of all equipment, with particular emphasis on reducing pumping costs, resulting in recommendations for improvements. The preliminary engineering phase further defined the plant improvements which, for the pumps, included addition of variable frequency drives and/or pump modifications. Senior Engineer, Water Treatment Plant and Systems Upgrade, Lauderhill, Florida. Mr. Sturtz was the senior engineer for design of storage and pumping improvements to the city’s 16 mgd water plant. CDM Smith assisted with phased upgrades to its 16 mgd WTP and West storage tank site. Improvements at the West storage tank site included a new pump building with two booster pumps,

27 2013.NPN.BRWA.30641 Ernie Sturtz, P.E., BCEE one generator with above ground diesel storage tank, and related facility, flow equalization basin, and odor control facilities were electrical instrumentation and controls. designed. Mr. Sturtz provided pump selection, quality assurance and quality control expertise. Technical Review Task Leader, Site Master Planning for Highway 22 and Pipe Routing Analysis for Ground Storage Tank and Technical Advisor, Eastern Regional Reclaimed Water Booster Pump Station, Callaway, Florida. Mr. Sturtz provided Distribution System, Orlando, Florida. Mr. Sturtz advised the technical input on the siting requirements for the proposed 5 MG pump station design team for this reuse project in which CDM Smith ground storage tank and booster pumping station for the City of has assessed the ERRWDS and is producing preliminary and final Callaway. Permitting efforts included right-of-way, power easements, designs for the ERRWDS. To evaluate the ability of the ERRWDS to FDEP potable water system improvements, and wetlands. meet customer demands for irrigation, CDM Smith staff coordinated the development of water balance scenarios and a hydraulic model Lead Practitioner, Allanton Peninsula Water and Wastewater of the urban reuse system. CDM Smith has completed the final Extension, Callaway, Florida. The City of Callaway planned capital designs for two ground storage tanks and repump facilities, as well improvements, extensions, and additions to its collection area as an in-line booster pump station to provide reclaimed water for that will be funded, in part, from the proceeds of the Series 2007 the system expansion. Bonds. Of these projects, the city is committed to supplying water and wastewater services to newly developed areas of the city and Team Member, Value Engineering, White River Intake/Pump unincorporated areas within the collection area. Through these Station Project, Indianapolis, Indiana. Mr. Sturtz was a team planned improvements to the Allanton Peninsula area, which is member of a four-day VE study for the $29 million White River anticipating residential growth and agricultural development, the Intake/Pump Station Project. The White Water Intake Project pro- peninsula will be connected to the city’s water distribution and vides new water feed of 70 mgd to the White River Water Treatment wastewater collection system. CDM Smith provided project manage- Plant. The VE followed the standard VE Job Plan, investigated ment and limited engineering services during construction for the alternative sites and routing, intake structure alternatives, pumping city. Mr. Sturtz provided hydraulic technical assistance, resources, alternatives, and raw water pipeline design. and guidance to the project manager and engineer. Peer Review Team Member, Value Engineering, Brightwater Technical Review Task Leader, County Road 390 Waterline Influent Pumping Station, King County, Washington. Mr. Sturtz Extension, Bay County, Florida. Mr. Sturtz provided technical was a part of CDM Smith’s Peer Review (PR) Team and provided review and guidance to the design team for the design, permitting, structural/civil expertise for the review of the complex deep single bidding assistance, and construction inspection for the installation caisson influent structure and double caisson influent pump of a 12-inch water service main along the north side of County Road station. Work included vertically shafted 3,000 HP pumps (170 390. CDM Smith’s scope of services included surveying, geotechni- mgd maximum capacity), major vibration/harmonic structural cal, permitting, design and construction documents, and bidding considerations, and self-cleaning wet well, stand-by generation, services. and odor control. The 32-hour PR workshop followed a typical value engineering agenda: design presentation, establishing PR goals and Pump Station Project Manager and Hydraulics Discipline Leader, expectations, identification of basic functions, and brainstorming R.L. Sutton Water Reclamation Facility Upgrade and Expansion, ideas to enhance and improve basic function in areas of technical, Smyrna, Georgia. The Cobb County Water System (CCWS) initiated operational, and quality improvement. Cost was not a focus but a program to increase the treatment capacity at the Sutton Water was important to overall concepts. Forty-four ideas were listed Reclamation Facility (WRF) to match future needs that are being and evaluated either as high priority implementation or technical placed on this facility. In support of this program, CDM Smith was enhancements. The results of the PR were presented back to King retained by CCWS to develop the design of a new 60 mgd liquid County staff and the designer in a PowerPoint verbal presentation. process treatment facility and to provide improvements to the King County was extremely pleased with the review and planned to existing solids handling and treatment facilities at the Sutton WRF. implement many of the recommendations to the design. Mr. Sturtz managed the mechanical design of the new influent pumping station, including pump selection. The facility is cylindrical in shape, connecting to a tunnel 18 feet in diameter. The station is approximately 100 feet in diameter and nearly 200 feet deep. The pumping equipment consists of six 1,750-HP variable frequency driven wastewater pumps. Firm capacity is 160 mgd with any 4 units in service. Pump Station Project Manager and Hydraulics Discipline Leader, Briar Creek Pump Station at the Sugar Creek Wastewater Treatment Plant, Charlotte Mecklenburg Utilities, Charlotte, North Carolina. For this project, CDM Smith provided engineering design services for the preliminary and final design of a new influent pump station at the Sugar Creek WWTP. In addition, a new grit

28 2013.NPN.BRWA.30641 Joe Bertino, P.E., LEED AP Plumbing

Joe joined Haskell in 1999 and is Haskell’s in-house Senior Plumbing Designer and has been designing plumbing and fire protection systems since 1991. He has been involved in the design of a multitude EDUCATION: Bachelor of Science of projects, including but not limited to, government buildings, hospitals, educational, office and retail REGISTRATION: facilities. Joe has extensive work experience in Virginia. Certified Plumbing Designer Featured Past Project Experience: - CPD „„US Navy Treatment Plant Upgrade, Indian Head, Maryland, Design-Build, $13.2 Million. EXTRA: National Fire Protection The US Navy selected Haskell as their Design-Builder to expand and improve their existing .5 Association Million Gallons per Day (MGD) wastewater treatment plant to meet the requirements of the American Society of Plumbing Chesapeake Bay Restoration Act. Engineers LEED Accredited Professional Key Components: • Mechanical Bar Screen and Grit Removal • Influent Pump Station • Two (2) Sequencing Batch Reactors • ­Six (6) Effluent Filters • UV Disinfection • Chemical Storage and Feed Systems • Re-aeration Basin • Effluent Pump Station • LEED Silver Office/Lab • 350 KW generator­ • SCADA System Past Project Experience: „„US Navy Littoral Warfare Research Complex - 39,755 SF, Design-Build 3-story tilt-up/brick veneer waterfront research facility designed according to LEED standards in Panama City, Florida., $11.5 Million. „„US Navy Small Arms - 42,000 SF, Design-Build indoor firing range in Kings Bay, Georgia., $4.8 Million. „„US Navy Paint Sandblast Facility- 35,000 SF, Design-Build pre-engineered, single-story, metal building housing areas for sandblasting and painting submarine components project in Kings Bay, Georgia. $10.1 Million. „„Temporary Lodging Facility - 10,400 SF, Design-Build Hotel/Resort Facilities project in Beaufort, South Carolina. $1.4 Million. „„Camp Weed - 14 Units, Design-Build Religious Institution project in Live Oak, Florida. $3 Million. „„US Navy P-285 Damage Control Trainer - 14,400 SF, Design-Build Educational Facilities project in Norfolk, Virginia. $12 Million. „„RD&A and T&E Consolidation Facility - 60,000 SF, Tilt-Up Concrete Structure Which Consolidates Research, Development, Acquisition, Testing And Evaluation Operations At One Location in Dahlgren, Virginia, $24.7 Million. „„ US Navy Engineering Operations Center - 61,000 SF and 2,500 SF Renovation, Design-Build Office Buildings for NAVFAC Southeast in Jacksonville, Florida. $14.6 Million. „„Parris Island Retail Mall Complex - 57,000 SF, Design-Build single story structure with tilt-up concrete walls and brick inlay in Parris Island, South Carolina. $15.5 Million. „„Parris Island Parris Island Youth Services Center - 10,500 SF, Design and construction of a single story, Youth Activities Services Center at Marine Corps Recruit Depot in Parris Island, South Carolina. $3.6 Million. „„Falcons Landing Lifecare Community - 749,547 SF, Design-Build Services Lifecare/Retirement project in Sterling, Virginia. $51.4 Million.

29 2013.NPN.BRWA.30641 Thomas Tidwell, P.E. HVAC

Thomas has over 20 years of experience in mechanical engineering. He has extensive experience in various institutional, water, commercial, healthcare and industrial projects. Specific project types EDUCATION: Bachelor of Science include schools, high-rise, airports, justice facilities, pharmaceutical, healthcare, offices, and retail. REGISTRATION: Professional Engineer, FL Featured Past Project Experience: EXTRA: „„US Navy Treatment Plant Upgrade, Indian Head, Maryland, Design-Build, $13.2 Million. Member of American Society of Heating, Refrigerating and The US Navy selected Haskell as their Design-Builder to expand and improve their existing .5 Air Conditioning Engineers Million Gallons per Day (MGD) wastewater treatment plant to meet the requirements of the Member of American Society of Chesapeake Bay Restoration Act. Plumbing Engineers Key Components: • Mechanical Bar Screen and Grit Removal • Influent Pump Station • Two (2) Sequencing Batch Reactors • ­Six (6) Effluent Filters • UV Disinfection • Chemical Storage and Feed Systems • Re-aeration Basin • Effluent Pump Station • LEED Silver Office/Lab • 350 KW generator­ • SCADA System Past Project Experience: „„University of West Florida Student Housing - 85,000 SF, Design-Build Student Housing Building With 250 Beds in Pensacola, Florida. $13.8 Million. „„Tiger Academy Elementary School - 32,650 SF, Design-Build Charter Elementary School with 306 Student Stations in Jacksonville, Florida. $8.6 Million. „„MCAS Cherry Point Consolidated Clubhouse - 20,200, Design-Build Clubhouse for Military in Havelock, North Carolina. $7.7 Million. „„Cherry Point EPSF - 35,000 SF, Design-Build Aviation Related project in Cherry Point, North Carolina. $14.5 Million. „„Merck Company Biologics Pilot Facility - 266,000 SF, Pharmaceutical Pilot Facility in West Point, Pennsylvania. „„Tyndall Air Force Base Buildings 1384 & 1516 - 37,000 SF, Enlisted Personnel Quarters and 25,000 SF Officers’ Quarters in Panama City, Florida. „„Walt Disney World - 135,000 SF, Hotel Linen Laundry Facility in Orlando, Florida. „„Florida Hospital Systems - Central Energy Plant Replacement and Renovation Requiring AHCA Review in Kissimmee, Florida. „„City of Jacksonville - Jacksonville Main Library - 460,000 SF, Main Library in Jacksonville, Florida. „„City of Jacksonville - Montgomery Correctional Center - $350,000 HVAC Upgrades and Indoor Air Quality Improvements in Jacksonville, Florida.

30 2013.NPN.BRWA.30641 Taha Mohammed, P.E. Electrical Engineer

Mr. Mohammed has over 17 years of combined experience in electrical engineering, includes power distribution, control and instrumentation design and providing engineering construction services for EDUCATION: B.S. – Electrical water and wastewater treatments, for numerous municipal, industrial and federal government client Engineering facilities. He has performed duties related to electric power distribution designs including medium and low voltage systems, power analysis, preparing design documents, including drawings and REGISTRATION: Professional Engineer: Virginia, DC, specifications and engineering construction services for electrical design projects. Arizona, Guam, Lead Electrical Engineer, Loudoun WTP, Loudoun County, Virginia. Mr. Mohammed is leading CERTIFICATIONS: NCEES the electrical design for a new 20-mgd Loudoun WTP expandable to at least 40-mgd. The plant is Registered conventional plus two stage ozone and GAC in the filters (single stage filtration) plus post filter UV. The electrical design includes 4160V electrical distribution system with 4160kV standby diesel generators and VFDs. Also includes 480V switchgears, motor control centers, VFDs, , conduit ductbank routing, equipment layout, one-lines, motor control schematics, panel schedules, lighting, security system and power system studies. Electrical Design Engineer, Annapolis WTP, Annapolis, MD. Mr. Mohammed is serving as electrical design engineer for the new 8-mgd design-build WTP. Taha is researching electrical service to the plant, determining options for relocating an existing power and telecommunication on site, sizing the generator, and exploring requirements of Variable Frequency Drives (VFDs) for the well pumps. Electrical Engineer, Design Build of Buckman Direct Diversion Project, City of Santa Fe, New Mexico. Mr. Mohammed provided electrical engineering services to review designs and construction services for the design-build of the $225 million Santa Fe Buckman Direct Diversion (BDD) Project. The BDD Project consists of a surface water diversion, a 15-mgd membrane/ozone/granular activated carbon (GAC) water treatment plant, 26 miles of pipelines and five booster stations. The services included reviewing contractor’s electrical and instrumentation design documents, shop drawings, a power system study, and energy analysis. Lead Electrical Engineer, East Valley Water District Plant 150 Preliminary Design, California. Mr. Mohammed performed electrical design supporting the design of the ion exchange process train, Sodium hypochlorite disinfection system and finished water pump station, as well as the portable diesel generators. The design also included writing specifications for low voltage switchgear, motors, general electrical, low-voltage motor control centers (MCCs), and variable frequency drives (VFDs). He also completed design of a 480-volt power distribution, conduit ductbank routing, equipment layout, one-lines, motor control schematics, panel schedules, lighting, and power system study. Lead Electrical Engineer, Chester Morse Lake Pump Station Power Service, Seattle Public Utilities, Washington. This project included the design of a complete medium-voltage standby power generating station and medium-voltage distribution system. Mr. Mohammed generated a report evaluating economic and technical issues associated with leasing or purchasing the diesel generators. He also assisted in the electrical design of a generator station which was to provide power to an existing floating pump station and eventually a new pump station. The project included an underground 26KV feeder from the generator station to the pump stations. The generator station was designed to include 480V generators and 4,160V paralleling switchgear with a step-up transformer in between. This was necessary because the generators were to be leased and only 480V generators were available to be leased. From the paralleling switchgear the voltage was then stepped up to the 26KV. A 480V distribution system for block heaters and other miscellaneous loads was designed in the project to be fed out of the paralleling switchgear to a transformer. The design included equipment and

31 2013.NPN.BRWA.30641 Taha Mohammed, P.E. conduit layout on site and in switchgear enclosure, conduit and wire Lead Electrical Engineer, Southside Water Reclamation Plant schedules, grounding, switchgear elevation, and riser diagrams. Mr. (SWRP), City of Albuquerque, New Mexico. Mr. Mohammed was a Mohammed also wrote division 26 electrical specifications for the lead electrical engineer where he provided electrical support for the project and performed different load flow, short circuit calculation processes that included a new PTF/Dewatering Facility, a new raw and power analysis for the project using SKM power tools software. wastewater pumping station, pre-grit basins, grit removal basins, utility extensions, and connections to the new PTF/Dewatering Lead Electrical Engineer, Upgrade Yorkshire Sewage Pump Facility. The design also included writing specifications for motors, Station Preliminary Engineering Report (PER), Prince William general electrical, low-voltage motor control centers (MCCs), and County Service Authority, Virginia. Provided engineering evalu- variable frequency drives (VFDs). He also completed design of the ation to determine the requirements for upgrades to the Yorkshire 480-volt power distribution, conduit ductbank routing, equipment Sewage Pump Station to accommodate increased flows resulting layout, one-lines, motor control schematics, panel schedules, from past and future development activity within the sewer shed. lighting, and a power system study. Specific upgrades include replacement of the existing pumps, instal- lation of additional pumps and replacement of related equipment Lead Electrical and Instrumentation Control (E&IC) Engineer, as necessary to expand the station to the ultimate design capacity P-262 Wastewater Treatment Plant (WWTP) Repairs and of 1,300-gpm (1.9-mgd). Additional upgrades include replacing the Upgrades, Naval Base, Guam. Mr. Mohammed was a lead E&IC electrical distribution system installation of a new generator and engineer, performed electrical and instrumentation design, support- electrical features to comply with updated codes. ing the process that included biotowers, aerated grit, primary and secondary clarifiers, digester control, primary sludge pump station. Lead Electrical Engineer, Leo Vander Lans Water Treatment The process also included a new screenings facility, new influent Facility Expansion Final Design, Long Beach, California. Leo pump station, new effluent pump station, new plant water pump Vander Lans Water Treatment Facility includes microfiltration (MF), station, new Sodium Hypochlorite disinfection system. The design reverse osmosis (RO), and ultraviolet (UV) for advanced water treat- also included writing specifications for motors, general electrical, ment of Title 22 effluent water from Long Beach Water Reclamation low-voltage motor control centers (MCCs), and variable frequency Plant (LBWRP). The design involved expanding the plant production drives (VFDs). He also completed design of 480-volt power distribu- capacity from 3-mgd to 8-mgd. Mr. Mohammed performed electrical tion, conduit ductbank routing, equipment layout, one-lines, motor design supporting the processes that included microfiltration (MF) control schematics, panel schedules, lighting, and calculations. system expansion and dissolved air floatation (DAF) system for MF backwash waste treatment, and reverse osmosis (RO), and ultraviolet (UV). The design also included writing specifications for motors, general electrical, low-voltage motor control centers (MCCs), and variable frequency drives (VFDs). He also completed design of a 480-volt power distribution, conduit ductbank routing, equipment layout, one-lines, motor control schematics, panel schedules, lighting, and power system study. Lead Electrical Engineer, Southern Region Tertiary Treatment Plant (SRTTP) Expansions, Marine Corps Base Camp Pendleton (MCBCP). Mr. Mohammed was a lead electrical engineer where he performed electrical design supporting the processes that included mechanical bar screens, influent pump station, sequencing batch reactors, aerobic digesters, solid handling centrifuges and gravity belt thickener, turbo and positive displacement blowers and methanol facility. The design also included writing specifications for motors, general electrical, low-voltage motor control centers (MCCs), and variable frequency drives (VFDs). He also completed design of a 480-volt power distribution, conduit ductbank routing, equipment layout, one-lines, motor control schematics, panel schedules, lighting, and power system study.

32 2013.NPN.BRWA.30641 Joshua L. Gelman, P.E. I&C Engineer

Mr. Gelman is a senior automation/instrumentation and control (I&C) engineer with over 13 years of experience in the water and wastewater industry. His experience includes all aspects of system integration, including project management, estimation, control system design/specification, program- EDUCATION: MS - Engineering & Technology Management ming, system implementation, and startup. He has expertise in programmable logic controllers BS - Computer Engineering (PLC), process control systems (PCS), supervisory control and data acquisition (SCADA) systems, REGISTRATION: communication networks, human machine interface (HMI) design and configuration, and he has Professional Engineer - VA, DC, MD, managed numerous projects. In his current role, Mr. Gelman supervises the Automation group for the NCEES Mid Atlantic region. Project Engineer, WTP and Finished Water Transmission project, Loudoun Water, Loudoun County, Virginia. Mr. Gelman is leading the instrumentation and control design for the new 20-mgd Water Treatment Plant (WTP) located in Loudoun County. The project includes a new Allen Bradley ControlLogix programmable logic controller (PLC) system, communicating over a fault tolerant fiber optic network “ring”. The operator interface for the system is Iconics’ Genesis 64 automation software. Mr. Gelman’s responsibilities include the development of process and instrumentation diagrams (P&IDs), instrumentation specifications, and functional control descriptions. Instrumentation and Control Engineer, Corbalis WTP Expansion – Stage III, Fairfax County Water Authority (FCWA), Virginia. Mr. Gelman led the implementation of the plant expansion project, which involved replacing the existing plant-wide Johnson-Yokogawa Corporation (JYC) distributed control system (DCS) with a new Modicon Quantum programmable logic controller (PLC) system, communicating Ethernet TCP/IP over a fault tolerant fiber optic network “ring”. The operator interface for the system was Transdyn Control’s DYNAC system. Mr. Gelman was the lead engineer responsible for the HMI configuration, PLC programming, testing, start-up, and training. He provided construction services including submittal reviews, formal responses to contractor questions, and served as the local liaison for overall coordination between the client, the contractor, and the overall development team. Project Manager, H.L. Mooney Advanced Water Reclamation Facility SCADA Enhancements, Prince William County Service Authority (PWCSA), Virginia. Mr. Gelman is managing the task order SCADA projects to improve the operational control of the treatment facility. Specific tasks include: analysis and implementation of an alarm management improvement plan, reconfiguration of the SCADA alarm dialer, dissolved oxygen loop tuning for the aeration basins, and a Fluidized Bed Incinerator Sludge Feed Valve Automation Pilot. Project Engineer, H.L. Mooney Water Reclamation Facility Expansion and Upgrade, Prince William County Service Authority (PWCSA), Virginia. Mr. Gelman is currently assisting the design/ build project that will expand the facility from 18-mgd to 24-mgd including the design and eventual replacement of the existing ABB data acquisition control system (DACS). Mr. Gelman’s initial respon- sibilities included the Data Acquisition System Evaluation which ultimately resulted in the SCADA recommendation technical memorandum which provides the framework for the detailed system design. He also led the development of the HMI SCADA standards which provided the technical development standards for the new HMI interface using Wonderware’s System Platform implemented by the system integrator. Engineer of Record, Main Process Train (MPT), Washington D.C. Mr. Gelman is performing the QA/ QC on the I&C design of the $208 million design-build MPT project for the District of Columbia Water and Sewer Authority. The design of the MPT contract includes design and construction of facilities for blending and screening of raw sludge, sludge dewatering using centrifuges, Cambi thermal hydrolysis, anaerobic digestion, and other ancillary facilities. The project uses Autoplant Smart P&IDs which are

33 2013.NPN.BRWA.30641 Joshua L. Gelman, P.E. being used to develop a 3D model of the plant. The control system is Project Engineer, Pump Station and Force Main Improvements, designed around the Emerson Ovation control system. Upper Occoquan Service Authority (UOSA), Virginia. Mr. Gelman is overseeing the applications engineering effort for SCADA Project Engineer, Stuarts Draft Wastewater Treatment Plant upgrades at three wastewater pumping stations. The project (WWTP) Upgrade, Augusta County Service Authority (ACSA), includes the programming of new Modicon Momentum PLCs using Verona, Virginia. Mr. Gelman led the instrumentation and control Modicon’s Concept programming software. Industrial computers design and implementation for the Stuarts Draft design-build are provided at each station and are being configured using project that will expand the existing plant from 2.4 mgd to 4.0 mgd. Wonderware’s Intouch HMI software. Each pump station communi- The design includes upgrades to the many of the plant’s processes cates back to the main plant over an existing wireless radio network. including the screening structure, influent pump station, grit removal system, BNR train, denitrification filters, UV disinfection, Project Engineer, Pumping Station No. 88, Norfolk, Virginia. For plus many others. Mr. Gelman’s primary responsibility included the the City of Norfolk Department of Utilities, Mr. Gelman is the lead integration of the process improvements into the client’s existing I&C designer for a 1,100-gpm sewage pumping station. The pump- SCADA system consisting of Siemens Simatic S7 PLCs, Wonderware’s ing station design is a wet well/dry well type that will utilize lead-lag Intouch HMI, Historian, and SCADAlarm software. Other project control based on the level in the wet well. The pump station will responsibilities included piping and instrumentation diagram (P&ID) be controlled and monitored by a programmable logic controller development, functional descriptions, technical specifications, and (PLC). The pump station will communicate remotely back to central system architecture design. operations using a GE MDS 900 MHz radio and high-speed cellular modem. Project Engineer, Water Treatment Facility Upgrade and Improvements, County of Henrico, Henrico, Virginia. Mr. Gelman Project Engineer, New Water Meter Vault, Virginia Beach, was the lead I&C engineer for the design of process upgrades Virginia. Mr. Gelman was the lead instrumentation and controls and expansion at the 80-mgd WTF. The design included upgrades design engineer for a new water meter vault for Naval Air Station to the raw and finished water pump stations, waste and sludge Oceana. The design included a new Control Microsystems pumps, 3 chemical feed systems, ozone sampling and, several other SCADAPack remote telemetry unit (RTU) for remote monitoring subsystems. The design integrates the upgrades into the client’s and control. The design incorporated a small solar photovoltaic existing PLC based SCADA system utilizing Siemens Simatic 555 PLCs system to provide power to the RTU, communications, and critical and GE Proficy’s HMI/SCADA software and historian. Other tasks Mr. instrumentation. Gelman led include the development of process and instrumenta- Project Manager, SCADA Standardization, Peppers Ferry tion diagrams (P&IDs), instrumentation specifications, and functional Regional Wastewater Treatment Authority (PFRWTA), Radford, control descriptions. Virginia. Mr. Gelman managed the effort to provide a SCADA Project Engineer, Upgrade and Improvements to the Goose Standards Manual for use by PFRWTA. The manual provides profes- Creek WTP, City of Fairfax, Fairfax, Virginia. Mr. Gelman was sional engineering firms, I&C designers, and system integrators a responsible for developing the I&C Basis of Design for the design- detailed guideline for all SCADA design and integration projects. build project that will upgrade the City’s outdated process control Mr. Gelman also led the PLC software upgrades to convert from system with a new, modern system to improve reliability and cost Modicon’s PL-7 Junior to Unity Pro software platform. Additional efficiency. The I&C Basis of Design included preliminary P&IDs, a efforts as part of this project included control loop descriptions, conceptual system architecture, and a detailed technical write-up P&ID development, and as-built drawings. of the proposed improvements and automation strategies. Mr. Project Manager, SCADA/ Security Upgrades, City of Falls Gelman facilitated a workshop with City staff to ensure that all Church, Virginia. Mr. Gelman managed the design and implementa- plant preferences and standards were incorporated into the Basis tion of a new SCADA and security system which provided physical of Design. The design featured a new plant-wide data network and and cyber security enhancements to the city’s distribution facilities. proven components, early in their product life cycle, to maximize In addition, the existing SCADA system was replaced with a new system lifetime and to avoid near-term technology obsolescence. A system comprising of Modicon PLCs, Wonderware’s Intouch HMI baseline cost estimate was also provided as part of this effort. software, redundant communications, and instrumentation. Mr. Project Manager, SCADA Integration Technical Services, Alex Gelman oversaw the daily construction activities of the two contrac- Renew Enterprises, Virginia. Mr. Gelman managed the task order tors for the city and led the software programming effort. The city SCADA project to update Alex Renew’s existing SCADA Integration now has site access control and monitoring of its facilities from Technical Memorandum. The memorandum outlines recommended multiple control centers throughout the city. improvements to Alex Renew’s Collections SCADA system. CDM Smith completed remote pumping station investigations, performed a radio path study, reviewed technical data, and assessed video surveillance at the remote sites. As a final deliverable, CDM Smith provided a recommendation memorandum with cost estimates for future SCADA enhancements.

34 2013.NPN.BRWA.30641 Matthew E. Petty Permitting

Mr. Petty has 6 years of experience in the aquatic ecology and environmental science field in both public and private sectors. He specializes in NEPA compliance, permitting, stream assessment, fisheries management, threatened and endangered species surveys, habitat assessment, biological/sediment EDUCATION: MS - Environmental sampling, ecological restoration, and data analysis. He is a project scientist actively involved in the Studies environmental impact of several projects including wastewater treatment plants, sewer transmission BA - Zoology BA - Environmental Science lines, water diversions, levee expansions, disaster recovery, and reservoir mitigation projects. He has also been involved with warmwater fishery design, ecological risk assessment, constructed wetland CERTIFICATION: OSHA 40-hour design, and wetland delineation. His previous work experience includes stream and lake profiling, WAZWOPER (2012)

habitat surveys, GIS analysis, toxicological analysis, and water quality sampling. Wetland Delineation and Task Leader, Loudoun Water Water Treatment Plant (WTP) and Finished Water Transmission, Jurisdictional Determination Certification, North Carolina Loudoun County, Virginia. Mr. Petty’s responsibilities as the permitting task leader includes site plan State University (2012) submittal, acquisition of local permits (building, zoning, etc.), GIS mapping and support, threatened and endangered species assessment, wetland delineation, task management, Section 404 permitting Wetland Plant Identification (Joint Permit Application), VPDES permitting, stormwater permitting, and other necessary regulatory Certification, The Swamp compliance. School, LLC (2012)

Project Scientist, Henrico 80-mgd Water Treatment Facility Upgrade and Improvements, Virginia Soil Science Training, Henrico, Virginia. Mr. Petty’s work included Section 106 historical and cultural compliance, site soil Virginia Tech University (2008) analysis, GIS mapping and support, threatened and endangered species assessment, wetland delinea- tion, Section 404 permitting (Joint Permit Application) and regulatory compliance. Project Scientist, G. Robert House WTP Sewer Force Main Project, Suffolk, Virginia.Mr. Petty’s work included preliminary environmental regulatory review, routing study and analysis, existing utility analysis, Section 106 historical and cultural compliance, site soil analysis, GIS mapping and support, threatened and endangered species assessment, wetland delineation, and regulatory compliance. Project Scientist, Tarpon Springs Reverse Osmosis Plant PDR/Procurement Project, Tarpon Springs, Florida. Mr. Petty was responsible for field wetland delineation, threatened and endangered species field surveys, and agency and local government correspondence. Task Leader, West Virginia Route 2 Re-alignment Environmental Assessment, Virginia Beach, Virginia. Mr. Petty’s work includes task management; field stream assessment; wetland delineation; calculating wetland values, functions, and mitigation according to the West Virginia Stream and Wetland Valuation Metric (SWVM); wildlife surveys; GIS site mapping; and preparation of stream and wetlands and wildlife reports. Task Leader, Owl Creek Stream Assessment, Virginia Beach, Virginia. Mr. Petty’s work included development of a tidal, non-wadeable stream assessment methodology; physical stream condition field assessment; ecological field assessment; identifying potential water quality impacts; producing an assessment report and impact database that prioritizes stream impacts; providing applicable remediation techniques; U.S. Navy and USCG coordination; and task management. Project Scientist, Mathews Treatment Plant Demolition Project, Mathews, Virginia. Mr. Petty’s work included preliminary environmental regulatory review, site soil analysis, GIS mapping and support, wetland delineation, GPS survey and post-processing GPS data, and regulatory compliance. Project Scientist, Holmes Run Stream Stabilization, Fairfax, Virginia. Mr. Petty’s work included Section 106 historical and cultural compliance, site soil analysis, GIS mapping and support, threatened

35 2013.NPN.BRWA.30641 Matthew E. Petty and endangered species assessment, bank stabilization design, Project Scientist, Clinton Drive PCE Reconstruction Project, Section 404 permitting (Joint Permit Application) and regulatory Texas Department of Transportation (TxDOT), Houston, Texas. compliance. Mr. Petty’s responsibilities included vegetation mapping, habitat assessment, addressing TxDOT Standards of Uniformity (SOUs) Project Scientist, King William Reservoir and Mitigation Project, for Programmatic Categorical Exclusions for Biological Resources, Newport News, Virginia. Mr. Petty’s work included GIS analysis, coordination with Texas Parks and Wildlife (TPWD) concerning monitoring groundwater wells, assessing culverts for fish passage, project impacts to wildlife resources, and coordination with TxDOT collecting threatened and endangered species information, histori- regarding permits, approvals, and concurrence for construction cal resources analysis, soil profiles, sediment sampling, composing activities. environmental assessments, and investigating mitigation bank potential for remediation sites. Project Scientist, Henderson Bayou Stormwater Pump Station, Flood Gate and Levee Improvement Project, Ascension Parish, Task Leader, Eufaula Lake Shoreline Management Plan and Louisiana. Mr. Petty’s responsibilities included USACE permitting Master Plan Update Environmental Impact Statement, Eufaula, including the writing of wildlife, soils, critical habitat, wetlands, Oklahoma. Mr. Petty’s work includes visual resources assessment hydrology and nature of activity sections of permit application; procedure (VRAP) visual assessment, development of a lake wetland delineation; wetland assessment and data report; evaluat- shoreline habitat assessment methodology, field shoreline habitat ing mitigation options; reviewing project plans and drawings; data assessment, natural resources field transects, vegetation surveys, analysis; and agency coordination. threatened and endangered species assessment, USFWS Section 7 coordination, water quality sampling, coordinating endangered Project Scientist, Laurel Ridge Levee Extension Project, American burying beetle surveys, task management, and writing the Ascension Parish, Louisiana. Mr. Petty’s responsibilities included natural resources and habitat sections of the EIS. wetland delineation, vegetation species surveys, wildlife/habitat surveys, USACE permitting, evaluating mitigation options, reviewing Task Leader, Memphis (Wolf River) Stormwater Assistance project plans and drawings, data analysis, and agency coordination. Visual Stream Assessment Project, Memphis, Tennessee. Mr. Petty’s work included reviewing existing stream assessment Project Scientist, MSEG Water/Wastewater NEPA Team, Wiggins protocols, developing a non-wadeable stream visual stream habitat and Kiln, Mississippi. Mr. Petty’s work included NEPA compliance, assessment protocol, developing associated stream assessment site mapping with GIS, performing on-site wetland delineations, datasheets, leading a field crew during the visual stream assessment, threatened and endangered species field surveys, obtaining soils and writing the habitat assessment report. data, writing wetland and soil portions of the environmental assessments, and agency correspondence. Project Scientist, Brockton Receiving Water Sampling Project, Brockton, Massachusetts. Mr. Petty’s responsibilities included Project Scientist, Onslow County Subtitle D Landfill Expansion, macroinvertebrate identification, QA/QC of macroinvertebrate Jacksonville, North Carolina. Mr. Petty’s responsibilities included identification by other group personnel, and acquiring macroinver- wetland delineation, GIS mapping and support, site soil analysis, tebrate identification lab equipment. threatened and endangered species assessment, and USACE jurisdictional determination composition. Project Scientist, Machado Lake Rehabilitation Project, Los Angeles, California. Mr. Petty’s work included reviewing and editing Project Scientist, Amtrak/CT DOT New Haven-Springfield a draft warmwater fisheries habitat plan, developing final habitat Commuter Rail Project, New Haven, Connecticut. Mr. Petty’s work designs for the warmwater fishery, writing biological justifications included conducting preliminary desktop wetland delineations, GIS for habitat structures, and creating plan view and cross sectional mapping and support, field wetland delineation, wetland functions drawings of habitat structures. and values assessment, and regulatory compliance. This project required training to become an Amtrak-certified contractor. Project Scientist, LCA Small Diversion at Convent/Blind River, St. James Parish, Louisiana. Mr. Petty’s work included wildlife/ habitat surveys, forest structure and complexity data collection, wetlands value assessment, writing of the biological assessment (BA) and biological sections of the EIS, VRAP aesthetics assessment, data analysis, GIS site mapping, report editing and review, and agency coordination. Task Leader, Sharon Steel Farrell Works Constructed Wetland Design, Farrell, Pennsylvania. Mr. Petty’s work included task management, review and modification of constructed wetland designs, addressing USEPA wetland design comments, incorporating new water diversion and erosion control structures, and providing specification drawings for constructed wetland design features.

36 2013.NPN.BRWA.30641 C. Jack Boden, III Estimate Manager

Mr. Boden is a construction manager and estimator with 45 years of engineering experience. His experience includes all phases of construction management including estimating, purchasing, subcontractor negotiations, and cost control for water and wastewater treatment facilities, on projects EDUCATION: AS - Building ranging in size from $1 million to $300 million. In his previous position as vice president of a construc- Construction tion corporation, he managed wastewater treatment and water storage tank projects in Dedham and Cohasset, Massachusetts, and Warwick, Rhode Island. Project Manager/Construction Estimator, Water Treatment Facilities. Mr. Boden provided project management for numerous water treatment projects, including estimating, purchasing, scheduling, cost control, and subcontractor negotiations. Major projects have included water treatment facilities for Taunton, Fall River, Methuen, Lynn, and Salem-Beverly, Massachusetts. Chief Estimator/General Contractor, Water and Wastewater Treatment Projects. Mr. Boden has worked as a chief estimator and general contractor on a variety of water and wastewater projects in Massachusetts. These included a water treatment plant (WTP) in Needham; sewage pump stations in New Bedford; wastewater treatment plant in Billerica; and a wastewater treatment plant in Reading. These projects ranged in size from $1 million to $15 million. Special Projects Manager, Water and Sewage Treatment Plants. Provided special projects construc- tion administration for water and sewage treatment plants, including management, project schedul- ing, cost control, estimating, purchasing, and subcontractor negotiations. Major projects included the Gardner, Massachusetts wastewater treatment plant (WWTP). He also worked as an estimator on joint venture projects involving construction of primary settling tanks at Deer Island and a wastewater treatment plant for Salem, Massachusetts. Construction Manager/Estimator, Water and Wastewater Treatment Facilities. For a construc- tion corporation, Mr. Boden performed estimating, purchasing and subcontract negotiations, and cost control for numerous special projects. Projects included work for a water treatment plant in Weymouth, Massachusetts; a water treatment facility in North Attleboro, Massachusetts; a wastewater treatment plant in North Brookfield, Massachusetts; and MWRA pump stations in Framingham and Canton, Massachusetts. Projects ranged in size from $1 million to $100 million. Chief Estimator / Purchasing, Water and Wastewater Treatment Projects. Mr. Boden has estimated several key projects while at CDM Smith and acted as the Purchasing Agent on the procurement of major subcontractors and major pieces of process equipment on these projects: „„WWTP Expansion, Stuarts Draft, Virginia „„DC Water Enhanced Clarification, Washington, DC „„WTP, Haworth, New Jersey „„Canoe Brook WTP, New Jersey „„WTP, Lawrence, Massachusetts, „„WWTP, Ossining, New York „„Digester Upgrades, Yonkers, New York „„Gas Engine Upgrades, Yonkers, New York

37 2013.NPN.BRWA.30641 C. Jack Boden, III

„„Four Digester Upgrades at Red Hook Water Pollution Control Project Manager/Construction Estimator, Wastewater Treatment Plant (WPCP), Oakwood Beach WPCP, Hunts Point WPCP and Facilities. Mr. Boden provided project management for numerous 26th Ward WPCP in New York City, New York wastewater treatment projects, including estimating, purchasing, scheduling, cost control, and subcontractor negotiations. Major „„WWTP Upgrades, Peekskill, New York projects have included wastewater treatment facilities for Rockland, „„Bowery Bay WPCP Aeration Upgrades, New York Massachusetts; Lynn, Massachusetts; Brockton, Massachusetts; East Providence, Rhode Island; Warwick, Rhode Island; and Burriville, „„WWTP upgrades, Medfield, Massachusetts Rhode Island. For the Massachusetts Water Resources Authority „„WWTP Upgrades, Athol, Massachusetts (MWRA), he managed a combined sewer overflow (CSO) project for Prison Point and a variety of work at Deer Island, including „„WWTP Upgrades, Enfield, Connecticut temporary sludge, fuel, and construction support facilities. He also „„WTP, Burlington, Massachusetts contributed to projects for a Merrimack, New Hampshire wastewater treatment plant; and a Barnstable, Massachusetts, pump station. „„WWTP Upgrades, Poughkeepsie, New York Projects ranged in size from $1 million to $100 million. „„Providence Water Supply Board Pump Station, Rhode Island Construction Administration/Project Management, Various „„WWTP Upgrades, Southbridge, Massachusetts Projects. Mr. Boden provided construction administration and proj- ect management, project scheduling, and subcontractor negotiation „„WWTP Upgrades, Winchendon, Massachusetts for projects including industrial, commercial, and condominium „„WTP, Lewiston Auburn, Maine construction. As vice president of another construction company, Mr. Boden’s responsibilities included construction, project manage- „„WTP, Western Springs, Illinois ment, project scheduling, cost control, estimating, purchasing, and „„United Water Pilot Hudson River, Haverstraw, New York subcontractor negotiations for water and sewer treatment plants. „„DC Water Main Process Train Upgrades, Washington, DC „„Pump Station, Wallingford, Connecticut „„United Water Delaware Pump Station, Westchester County, New York „„WWTP Upgrades, Stonington, Connecticut „„WWTP Upgrades, Rockport, Massachusetts

38 2013.NPN.BRWA.30641 Wilbert L. Carter Scheduling

Mr. Carter has 18 years of experience in the construction field. His work experience includes construc- tion, operations, and facilities management, scheduling, technical support, procurement, and estimating. He has utilized many software programs such as Primavera Project Planner (P3), Primavera EDUCATION: Primavera Project Enterprise 5.0, Digger, MS Office Suite, Suretrak and Microsoft Project. Mr. Carter is also proficient in Management, Primavera Corporate Training Center the use of Prolog software. Electronic Technician Mr. Carter’s responsibilities include scheduling and project controls duties for multiple engineering HONORS/AWARDS: Department of construction projects. He is proficient at multi-tasking, and has worked up to eleven projects simul- Defense Top Secret Clearance taneously. He analyzes general contractors’ project baseline, generates and updates schedules, notes schedule discrepancies and recommends changes. Mr. Carter generates executive summary reports, which include risk analysis and mitigation, as well as, cost and resource tracking. He also actively participates in on-site and teleconference progress meetings. Serving in the role of project controls lead, Mr Carter supervises four other project controls team members. Project Controls Specialist, Fairfax County, Virginia Water Authority, Corbalis Stage III Expansion Project, $154 million, Fairfax County, Virginia. Project Controls Specialist, Virginia Water Authority, Corbalis Stage III Expansion Project, Filter Belt Presses, $3.1 million, Fairfax County, Virginia. Project Controls Specialist, Fairfax County, Virginia WaterAuthority, Corbalis Stage III Expansion Project, Pond “C”, $4.7 million, Fairfax County, Virginia. Project Controls Specialist, Augusta County Service Authority –Stuarts Draft Waste Water Treatment Plant Expansion, Augusta County, Virginia. Mr. Carter provided schedule quality control and support for this $13.6 million project. (6/2009-9/2010) Project Controls Specialist, New York City DEP CAT-210SP CAT-DEL UV Disinfection Facility, New York, New York. For this $47.2 million project, Mr. Carter provided construction management support services for each of these projects by reviewing each contractor’s monthly schedule submittals, and producing the construction management (CM) schedule analysis reports. Using the contractor’s sched- ule, he produced a report that includes the monthly progress analysis; a series of filtered and sorted reports to document selected progress, variance, changes and earned value. Mr. Carter also reviewed the Digger analysis report, comparing the current month to the past month. He also participated in the project monthly review meetings and site walks. Project Scheduler, New York City DEP CAT-200 CAT-DEL UV Disinfection Facility Design, $80.2 million, New York, New York. Project Scheduler, Haworth, New Jersey Water Treatment Plant Update Design, $80M, Haworth, New Jersey. Project Scheduler, King Williams Reservoir Mitigation Design. $6 million, King Williams, Virginia. Sr. Project Controls Specialist, New York City DEP – Whitestone Interceptor Construction Management Project, New York. Mr. Carter serves as the client’s scheduling consultant, providing schedule analysis and reporting, attend progess meetings and site walks, on this 36-month, $22 million project. Sr. Project Controls Specialist, Yonkers WWTP Odor Control Upgrade Design & Services During Construction, Yonkers, New York. Mr. Carter serves as the client’s scheduling consultant, providing schedule analysis and reporting on this 15-month, $6 million project.

39 2013.NPN.BRWA.30641 Wilbert L. Carter

Sr. Project Controls Specialist, Spot Pond Water Storage Facility, Stonehan, Massachusetts. Design & Services During Construction. Mr. Carter serves as the client’s scheduling consultant, providing schedule analysis and reporting on this 36-month, $52 million project. Sr. Project Controls Specialist, Potomac Interceptor Sewer Project, Design and Services During Construction, Arlington County, Virginia. Mr. Carter serves as the client’s scheduling consultant, providing schedule analysis and reporting, attend progess meetings and site walks, on this $12 million project. Sr. Project Controls Specialist, BRAC-NCRAAF – Andrews AFB, Andrews AFB Design-Build Administration Building, Maryland. Mr. Carter provided schedule quality control and support for this $125 million project. Project Scheduler, Southbridge Wastewater Treatment Plant Improvements, Southbridge, Massachusetts. For this $8 million project, Mr. Carter’s responsibilities included re-baselining the schedule, updating and maintaining project schedule progress. Project Scheduler, New York City DEP, Replacement of Water Siphons between Brooklyn and Staten Island Design, $4 million, New York, New York. Project Scheduler, City of Newark, New Jersey Brick Sewer Rehabilitation, Phase V. Design, $3.74 million, Newark, New Jersey. Project Scheduler, City of Newark, New Jersey Brick Sewer Rehabilitation, Phase VI Design, $2.9 million, Newark, New Jersey. Project Scheduler, Delaware Solid Waste Authority Cell-5 Design, $1.6 million, Dover, Delaware. Project Scheduler, Delaware Solid Waste Authority Area-F Design, $1.5 million, Dover, Delaware. Mr. Carter’s responsibilities among each of these projects includes the development of proposal schedules, as well as updating and maintaining project schedule progress. Project Scheduler, St. Bernard Parish Pump Stations, 2, 3, and 5, St Bernard Parish, Louisiana. For this $18 million project, Mr. Carter’s responsibilities included developing, proposal schedules, updating and maintaining project schedule progress, and participat- ing in monthly schedule update meetings.

40 2013.NPN.BRWA.30641

Appendix C: Contract Form Comments

WDBC - Progressive Design/Build Agreement for Water and Wastewater Projects Both CDM Smith and Haskell are member fi rms of the Water Design-Build Council (WDBC) and were instrumental in the development of the WDBC Progressive Design/Build contractual documents. Th e Joint Venture has no signifi cant comments to off er on these documents and would fully embrace their use on this project. We off er the following general comments: Th e Authority may want to incorporate the design-builder’s proposal into the contractual documents as an exhibit. Th e WDBC contractual documents have not been used on a project to date.

DBIA Th e Joint Venture commends the Authority for using an industry-proven family of documents prepared by an organization that promotes ‘best practices’ in design-build delivery. Haskell was a founding member of this organization and CDM Smith is a very active member fi rm. CDM Smith and Haskell assisted in the develop- ment of these contract documents. Th e documents have evolved and improved over the years with input from practitioners, like CDM Smith and Haskell, who continue to use them with owners throughout the water and wastewater industry. We have reviewed the documents in the RFQ and believe them to be reasonable and fair.

C-1 2013.NPN.BRWA.30641 Appendix D: Separately Sealed Financials

The Joint Venture has provided separately sealed, bound financials for CDM Smith and Haskell. The financial packages include the following documentation: „„A letter from the Joint Venture’s surety „„Insurance certificates „„Sworn statements from the Joint Venture firms regarding legal proceedings and judgments „„Audited financial statements for the past 3 years „„Quarterly financial statements, certified by the chief financial officers, for the current year

D-1 2013.NPN.BRWA.30641