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WA9902-CN150319R©WN & GAY ENGINEERS LETTER OF INTEREST March 19, 2015 The City of Coppell Purchasing Department 255 Parkway Boulevard Coppell, Texas 75019 RE: Statement of Qualifications for UQ #0130 for the Design of the City of Coppell Starleaf Pump Station Dear City of Coppell: Brown & Gay Engineers, Inc. (BGE) is pleased to present our team for the Starleaf Pump Station project. The BGE team intends to raise the bar by offering senior design professionals who will be performing the actual design, and who can bring an innovative and holistic approach. We hope to differentiate ourselves in how we respond to your requests, how we present information to you, and how we interact with other stakeholders involved in the Starleaf Pump Station project. We will do more than successfully deliver pump station design and construction administration services for you, we will be your partner throughout. We recognize that without your input, our project approach is only a starting point. Our team brings tenured expertise with the knowledge to meet the specialized nature of this project. Our team's large pump station design and construction experience encompasses several pump types, including horizontal split case and vertical turbines with constant speed or variable frequency drive motors. We also have experience in both concrete and welded steel ground storage tanks. We will evaluate and design the pump station, tank system and piping layouts to make the most of the site with a focus on operations and access. We will also place an emphasis on electrical efficiency and life cycle cost as our experience herein will illustrate. Each firm and lead professional was selected for their expertise and history of working together as part of a team. We also have a shared commitment to the following: Partnering: We consider the "team" to include City staff. Throughout the project, we will listen to and understand the issues of all parties. Also, at established periods, senior management from the team will meet to discuss and review all issues related to the Starleaf Pump Station project. Serving. Leading. Solving:" 2595 Dallas Parkway I Suite 204 1 Frisco, Texas 75034 1 972-464-4800 ■ Holistic Constructibility Approach: As part of the constructibility and value engineering process, we have already begun to look at the Starleaf Pump Station project holistically, incorporating sustainability, life cycle costs, and fatal flaws. Community compatible architecture is also a key to this project's success. On each project we undertake, our design and management philosophy begins with the end in mind using five key considerations: operability, reliability, flexibility, sustainability, and safety. These are our guiding principles and our goal is to ensure that the project exceeds your expectations. Expertise, Experience, and Practical Knowledge: Many key team members have worked together previously. For more than 25 years, BGE team members have consistently provided proven quality service to North Texas Clients. The City of Coppell can be assured of a team with local knowledge and project specific expertise including pump station planning, design, construction, and startup. Most importantly, the team members presented in this proposal are the individuals that will attend design team meetings and work with you on a day-to-day basis. ■ Strong Open Communication: Communication is core to our approach on every endeavor, and our team members share this approach. Minor issues can become big ones without frequent, effective communication, and often there is no substitute for face-to- face communication. Further, in-person communication can create and foster understanding and mitigate misconceptions better than any other form, resulting in a more efficient and productive design and construction process. ■ Local Project Management: I am located in our Frisco office, approximately 20 minutes from the City's offices. I am fully available to meet your needs. Mr. Hutchins and I are local residents, which will enable quick in-person response times, should an unexpected meeting be required. Timely Delivery and Budget Management: Our team members have a record of performance that proves our ability to deliver projects on time and within budget. We recognize the importance of these two elements. Thank you for your time and consideration during the SOQ review process, and I hope you will select the BGE team. We look forward to partnering with the City of Coppell on the Starleaf Pump Station project. Regards, Bryant Caswell, PE Senior Project Manager Statement of Qualifications RFQ #0130 TABLE OF CONTENTS Design of City of Coppell Starleaf Pump Station TheTeam..........................................................................................................................................1 Introduction..............................................................................................................................1 OrganizationChart...................................................................................................................2 Summaryof Key Personnel......................................................................................................3 Design and Management Philosophy.......................................................................................4 ProjectPlan and Schedule................................................................................................................6 Project Management Plan........................................................................................................6 CommunicationPlan................................................................................................................6 Quality Assurance/Quality Control Plan...................................................................................7 Accuracy of Budget Estimates..................................................................................................9 ProjectSchedule.......................................................................................................................9 Experienceof the Firm...................................................................................................................11 Similar Project Experience......................................................................................................11 Listof Local Projects...............................................................................................................16 Design Examples—Functionality, Sustainability and Innovation...........................................19 ValueEngineering...................................................................................................................20 Project Understanding, Approach and Scope................................................................................22 Schedule and Budget Management History..................................................................................27 Schedule Management History..............................................................................................27 Budget Management History.................................................................................................27 SafetyRecord.........................................................................................................................27 Litigation.................................................................................................................................27 Firm's Ability to Perform the Work................................................................................................28 Project Team Availability and Interview Attendee................................................................28 Insurance................................................................................................................................29 Financial Resources................................................................................................................29 Awardsand Commendations.................................................................................................29 References......................................................................................................................................30 Resumes Appendix Addendum Conflict of Interest Questionnaire Certificate of Insurance 2014 Report - OSHA Form 300 Statement of Qualifications RFQ #0130 THE TEAM Introduction Design of City of Coppell Starleaf Pump Station Brown & Gay Engineers, Inc. (BGE) is a privately owned, Texas-based civil engineering consulting firm founded in 1975. The firm has more than 420 employees with offices in Frisco, Dallas, Fort Worth, Austin, Houston, San Antonio, Katy, and The Woodlands. For 40 years, we have built our reputation on providing exceptional client service delivered by highly skilled and experienced professionals. The BGE team is composed of engineers with extensive experience in ground storage tank and pump station design, construction, and operation including architecture, structural, electrical, SCADA and other disciplines. Mr. Bryant Caswell, PE, will serve as the Project Manager. Mr. Caswell has over 18 years of experience in water and wastewater facilities including large capital water treatment and distribution projects. Mr. Dorian French, PE, DWRE, RPLS, will lead the technical design of the pump station and ground storage tank. Mr. French has over 45 years of engineering experience, specific to large water and wastewater CIP projects. With more than 45 years experience, Mr. Glenn Hughes, PE, will be providing pump station and tank design support, and both Mr. James Johnson, Jr., PE, and Mr. Doug Baker, PE, will be providing Quality Assurance/Quality Control. Mr. Baker has performed storage tank design for municipal and industrial clients throughout Texas. In addition, our team includes the following subconsultant firms with which we have strong, successful relationships: Quorum Architects, Inc. (QAI) was selected for our team because Mr. David Duman, AIA, specializes in municipal work and has designed a pump station that meets similar architectural challenges as proposed in the RFQ. Also, he is directly involved on the projects for which he is the architect. Gupta & Associates, Inc. (GAI), Electrical, SCADA and Control Engineering, was selected because they have proven to be a valuable partner on previous projects as both Mr. French and Mr. Caswell have worked with GAI in the past. They have all of the required disciplines for this type of work including power, instrumentation and control, SCADA, lighting and more and thus represents a single point of responsibility for the electrical engineering design on this project. In addition, GAI specializes in waterworks projects and has become well respected in the DFW Metroplex in the water industry. Reed Engineering Group, Ltd (REG), a Geotechnical firm, was selected for their experience in Coppell and with Mr. Caswell on the Midlothian Water Treatment Plant No.2 project. They have expertise in expansive clay soils, and have performed over 140 projects within the City of Coppell, including one site within a hundred yards of the proposed project site. Engineering Dynamics Incorporated (EDI) is nationally recognized for their expertise with pump motor noise and vibration. They provide a highly specialized expertise to ensure the pumps and motors meet the project specifications, manufacturer's claims, and that they are installed such that they will provide the service life that is expected. They have teamed with BGE on large pump stations and have proven their value. Page 1 Statement of Qualifications RFQ #0130 Organization Chart Carl Krogness, PE (BGE) Gary Myers, PE (BGE) ✓Dorian French, PE, RPLS, DWRE (BGE) Glenn Hughes, PE (BGE) Doug Harris, PE (BGE) - Structural Kenneth Atkins, PE (EDI) — Vibration/Noise Construction Phase Services ✓ Scott Hutchins, PE (BGE) Construction Inspection Sam Royder(BGE) Jason Bradshaw Pump Witness Testing Glenn Hughes, PE (BGE) Vibration Analysis & Field Testing Troy Feese, PE (EDI) Startup & Commissioning Dorian French, PE, RPLS, DWRE (BGE) George Luke, PE (GAI) 0&M Development& Training Glenn Hughes, PE (BGE) Task Leaders denoted in blue ✓ Interview Attendee Design of City of Coppell Starleaf Pump Station ✓ Bryant Caswell, PE (BGE) I JamesJohnson, Jr., PE (BGE) — Pump Station Doug Baker, PE (BGE) - Tank Design V.K. Gupta, PE (GAI) — Electrical/I&C/SCADA ✓ George Luke, PE (GAI) Sophi Feng, PE, LEED AP BD+C, CEM, CEA (GAI) — Energy Efficiency Bill Sako, PE (GAI) — Tank Design Larry Reynolds, PE (GAI) — I&C/SCADA Support Water Rights & Contract Negotiation Dorian French, PE, RPLS, DWRE (BGE) Master Plan Evaluation BryantCaswell, PE (BGE) TCEQ Compliance/Permitting BryantCaswell, PE (BGE) Survey David McCullah, RPLS (BGE) ✓ David Duman, AIA (QAI) Ron Reed, PE (REG) F. Whitney Smith, PE, PG (REG) Cost Estimation Bryan Martin, PE, CFM (BGE) Scheduling/Constructibility Review Scott Hutchins, PE (BGE) Bid Phase Services BryantCaswell, PE (BGE) Staff Engineers -'Jennifer Roath, EIT (BGE) Kara Steward, EIT (BGE) Page 2 Statement of Qualifications RFQ #0130 Summary of Key Personnel Design of City of Coppell Starleaf Pump Station BGE brings a uniquely local element to this project. Not only are our team members particularly technically qualified for this project, but two of them are Coppell residents. Our Project Manager, Mr. Caswell, has been a Coppell resident since 2004 and volunteers extensively in the community. Our Scheduler and Construction Phase Services Lead, Mr. Hutchins, has been a resident of Coppell since 1989 and is also an active member of the community. Presented below is a summary of key individuals' qualifications. Their detailed experience, as well as the rest of the team, is included in the resume section. Project Principal - Mr. Carl Krogness, PE Mr. Krogness is the Director for BGE's North Texas Public Works group and has over 16 years of experience in civil engineering planning and design. His role is to provide the team with the resources necessary for a successful project. As one of the founding engineers of BGE's North Texas office over 10 years ago, he has a proven track record of accountability, and providing trusted service to our clients. Project Manager — Mr. Bryant Caswell, PE Mr. Caswell has over 18 years of experience with a specialty in water and wastewater facilities. His experience includes project management, feasibility studies, facility siting studies and long term cost analysis for water pumping, storage, treatment, transmission and distribution projects. He also has experience in master plan review and wholesale water contract negotiations having served on behalf of municipalities for the sale and purchase of both raw and treated water. Mr. Caswell has also been the construction administrator on the majority of his capital water and wastewater projects since 1996, and recently served two years as resident engineer and construction administrator for a new membrane surface water treatment plant that included a 22.5 MGD vertical turbine pump station and 3 MG pre -stressed concrete storage tank. It is this well rounded and in depth experience that make him perfect fit to be the Project Manager for Coppell's Starleaf pump station. Quality Assurance/Control Quality Lead — Mr. James Johnson, Jr., PE Mr. Johnson has 40 years of professional experience in the planning, design, and construction of water and wastewater projects for municipal and industrial clients. He is experienced in the preparation of plans and specifications for construction of pump stations, tanks, water supply facilities, water wells, and stormwater pump stations. Pump Station and Ground Storage Tank Design Lead — Mr. Dorian French, PE, RPLS, DWRE With more than 45 years experience, Mr. French is our lead technical designer in North Texas, and one of BGE's' lead water facility engineers statewide. He brings an entire career devoted to water engineering to this project. Further, his experience with pump station energy efficiency, life cycle cost, and operations bring enormous value to the project. Page 3 Statement of Qualifications RFQ #0130 Design of City of Coppell Starleaf Pump Station Electrical, Instrumentation and Control, SCADA Lead - George Luke, PE Mr. Luke's engineering and project management experience extends over 30 years. He has worked with BGE in the past and was selected for the team because he provides guidance and leadership on electrical design in addition to a quality design product. Architecture Lead - David Duman, AIA Mr. Duman is a principal of Quorum Architects, Inc., and was selected for the team because of his familiarity with Coppell and surrounding area. Examples of his work can be viewed nearby which will facilitate design decisions on this project. Geotechnical Engineering Lead - Ronald Reed, PE Mr. Reed was selected for the team for his familiarity with the soils in Coppell, and his experience with pump stations and storage tanks. He is also considered an expert in his field with numerous publications and a track record of successful projects in expansive clay soils. Design and Management Philosophy BGE's design philosophy is to follow the guiding principles of Operability, Reliability, Flexibility, Sustainability and Safety. Our senior staff works directly with our young engineers to instill this philosophy and begin with the end in mind. Our Management philosophy is to practice, encourage and be a leader in team collaboration. We always endeavor to work as a team with our clients as problems are best solved when people work together to serve each other. The teaming partners we have selected share these values. The BGE team has been carefully selected to match the very specific needs of the Starleaf Pump Station for the City of Coppell. The team will provide the City the expertise necessary to ensure a consistent application of life cycle cost estimating that considers capital investment, life cycle O&M costs and energy usage. Key elements to this project are: ■ Continuing the architectural theme of the surrounding neighborhood to Coppell standards ■ Meeting regulatory submittal and approval requirements for potable water facilities ■ Life cycle cost based decisions ■ Energy efficiency ■ Geotechnical & Foundation Design ■ Constructibility ■ Quality Assurance/Quality Control (QA/QC) Page 4 Statement of Qualifications RFQ #0130 Design of City of Coppell Starleaf Pump Station Our team's many years of collective experience and expertise in large pump station design, hydraulic analysis and modeling, vibration analyses, and pump station operations will ensure that the best life cycle cost recommendations have considered five guiding principles: operability; reliability; flexibility; sustainability; and, safety. Our team is oriented with an emphasis on meeting the objectives of best life cycle cost and an energy efficient project. We have selected from our own senior staff those who have this capability, and we have included team members with experience in design, construction, and operation of large pump stations and ground storage tanks. Our team members' large pump station design and construction experience is for horizontal split case, vertical turbine and submersible pumps with constant speed or variable frequency drive motors. We will evaluate and design the pumping station system most suitable to the site and system being supplied, with the best life cycle cost. Another critical success factor in our design and management philosophy is clear and effective communication. Clear and effective communication does not happen by accident. Our _ public Project Manager, will be a single point of contact, and will proactively communicate directly with the City of Coppell's project management staff on a consistent basis to ensure that he, the Project Manager, and team is exceeding the City of Coppell's expectations. Mr. Caswell will provide team leadership to make certain that the Task Leaders have sufficient resources to deliver a quality product on schedule. Team communication with the City of Coppell will be accomplished in several ways. Regularly scheduled progress and coordination meetings and web -based collaborative tools will be used for the dissemination of information that allow for all participants to gain knowledge of project status, milestones, and any new challenges to project schedules and targets. As for the architectural design of pump stations, the function of the interior of the building will dictate the form of the building. However, large public buildings need to be designed with the correct scale for the adjacent surroundings. There are distinct differences between the surroundings of the Village Parkway Pump Station (VPPS) and that of the proposed Starleaf Pump Station. Riverchase Elementary uses distinctly different architectural accents than that of Lakeside elementary. Also, the zoning adjacent to the site suggests that single family residential homes are not likely to be positioned as close to the Starleaf Pump Station as they are to the VPPS. In keeping with the overall feel and look that the City of Coppell portrays, the exterior design will be contextual and compatible with the surrounding area incorporating masonry material and accents such as cast stone and canopies at the doors. Our team will work as a partner with the City's planning staff to create a final product that will blend well with the surrounding commercial and residential spaces, as well as stand out aesthetically in the community, something for which the City can be proud of for years to come. Page 5 Statement of Qualifications RFQ #0130 PROJECT PLAN AND SCHEDULE Project Management Plan Design of City of Coppell Starleaf Pump Station Our approach to project management is one of integrated collaboration. Immediately following the identification of a project by the City, the Project Manager, with input from each of his team members, will develop a detailed Project Management Plan (PMP) that outlines the following: ■ Scope of work ■ Schedule of project milestones ■ Project deliverables ■ Project budget ■ Responsibilities of each team member, including support staff Once a draft of the document has been prepared, the Project Manager will schedule a Project Kickoff Meeting where the team will review the PMP and adjust the plan as needed. Following this process, a draft of the PMP will be provided to the City's Project Manager for input on the path forward. At the start of each submittal phase, the team will review the progress of the project and again update the plan. Throughout the project, the PMP serves as a roadmap for completing the project efficiently and effectively, with a focus on quality. Create a design team that includes the City's engineering and operations personnel, including maintenance personnel. The team will consist of Mr. Caswell, Mr. French, City Engineering, Public Works and Operations Staff. The team will meet on a regular basis, and all team members must be present to effectively advance the design. For example, it is our philosophy that if the Maintenance Supervisor is not present in the design team meetings, certain desirable elements may not be included to create a truly effective facility. Communication Plan We anticipate significant in-person communication than is typical during the design and construction phase as Mr. Caswell and Mr. Hutchins both reside in Coppell and can easily meet with City staff with little or no notice. Within the consultant design team, most of the design professionals office together, which facilitates the collaborative nature of engineering design. Electronic Communication Team coordination and project communications will use secure, online management tools for effective collaboration and communication and to keep all team members connected by allowing storage, management, and sharing of documents, thus enhancing productivity and reducing costs. BGE has corporate ftp sites available through our website, or third party tools such as ProjectWise®, BuzzsawTM and DropBoxTM can be set up and managed by BGE for any given project that allow a centralized online repository of project files and are routinely used by our team members depending on Owner preference. Page 6 Statement of Qualifications RFQ #0130 These tools facilitate the following: ■ Ease of access to most recent file versions ■ Faster turnaround of critical data, files and documents ■ Efficient management of project data and file sharing Design of City of Coppell Starleaf Pump Station ■ Increased team accountability, ownership and responsibility via now tracking ■ Cost effective bidding of projects ■ Greater process control and reduced risk Data such as spreadsheets, scanned files, GIS files, geotechnical information, surveying files, hydraulic models, CAD files, and other project documents are available without regard to office location. All document modifications create a permanent record and previous versions are kept available for future reference. These tools will facilitate a fully integrated team that is the most efficient and effective. Virtual Communication BGE can conduct teleconferencing and video conferencing from any office location in North Texas. We subscribe to a teleconferencing service and can provide call in numbers and access codes for teleconference at any time of day. We also regularly conduct WebEx conferencing to allow discussion and presentation of project drawings and other documents while allowing the participants the convenience of being their workspace where they have better access to design resources that better facilitate the meeting. Quality Assurance/Quality Control Plan Another BGE key design and management philosophy is a rigorous Quality Assurance/Quality Control Plan that is the starting point for every project. At BGE, quality is a process by which clearly defined procedures are followed to ensure engineering products and services meet stated and measurable objectives. Implementation of a Quality Assurance Project Plan (QAPP) for the Starleaf Pump Station Design will be a requirement for this project, and we will develop a QAPP Manual that outlines the requirements for developing and maintaining a QAPP for each project phase as part of our Project Management Plan. Quality Assurance (QA) As part of our QAPP, we follow a five step periodic process that provides assurance that products and services are being prepared to the standards of quality set forth. QA consists of design, plan, and report reviews prior to project milestones. QA reviews, on both our own work and that of our subconsultants, are performed by the Quality Control Manager, the Project Manager, and in many instances, individuals not associated with the project design, as a third -party quality check. We can also solicit input from construction contractors throughout the design process, which provides a unique constructibility construction cost estimate review. Page 7 Statement of Qualifications RFQ #0130 Design of City of Coppell Starleaf Pump Station Quality Control (QC) QC is a continuous process adhered to throughout design and product preparation that maximizes the overall quality of the product. Two elements are essential for QC: Understanding: For every task performed by an individual (such as designer, engineer, or reviewer), the reasoning and logic (technical and non-technical) related to the task is understood by the individual performing the task. Review: For every task, multiple individuals (Designer, Engineer, Manager, and Reviewer) are involved in the completion of the task. No single individual completes a task. Engineering solutions are developed by a team of technical minds. QA/QC Process The quality of work products is dependent on people, process, and procedures. The people involved in product development must have knowledge and understanding of their tasks. The process must flow from a rigorous, measurable, and sustained QAPP adopted at project inception and implemented throughout the duration of the project by team members. The procedures defined through the process will have QC guidelines and checklists to enhance the quality of work products. This process, shown below, is led by our Project Manager (QC) and verified by our Quality Manager (QA). Each step is documented and incorporated into the QAPP document. Occurs following selection of the project Involves development of the Project Management Plan (PMP) to include the scope of work, schedule of deliverables, project milestones, structured budget, and responsibilities of team members • Includes review of the PMP by the team at the Project Kickoff Meeting • Occurs prior to 30% submittal • Involves a collaborative Concept Review Meeting by the project team Concept• Evaluates the cohesiveness of the concept and identifies any areas of concern view Re • Occurs prior to 60% and 90% submittals and prior to Technical Review • Involves a review of construction documents and calculations by each design engineer - - • Allows the design engineer to review his work in preparation for Technical Review • Occurs prior to 60% and 90% Submittals, following Designer Reviews • Involves an independent review of construction documents and calculations by a technical advisor identified in the PMP _ _ • Allows for an independent technical review by experienced, senior -level staff • Occurs prior to 30%,60% and 100% submittal, following incorporation of previous comments • Involves a review of construction documents by a knowledgeable construction representative Verifies that the plans are complete, concise, and constructible Page 8 Statement of Qualifications RFQ #0130 Accuracy of Budget Estimates Design of City of Coppell Starleaf Pump Station BGE's estimates are consistently within 5-10% of the bid price and are rarely underestimated. We understand the critical role that reliable cost estimation plays and understands that significant deviations in estimated cost of construction create far- reaching difficulties for our clients. Construction cost estimates will be prepared only by project staff experienced in the preparation of such estimates and at the stages of project completion defined in the project scope of work. Estimators will use schedules -of - quantities as a basis for the permanent work prepared by the respective designers, as well as drawings and other data developed during the course of the work. Unit prices will be determined through interviews with vendors and contractors and the review of recent bid tabulations for similar projects. The first level of review of the cost estimates will be by the senior members of the project design team. BGE's understanding of construction practices and common problems encountered by contractors during construction enables us to anticipate potential problems and resolve them before construction. Constructibility consideration is included in each set of construction plans and contract documents BGE prepares. Operator -friendly design is one of our major design considerations. The experience of our subconsultants and contractors during the development of solutions is often used by BGE. This method of cost estimation is used on all BGE projects. Updated cost estimates will be provided at each milestone submittal. Project Schedule The BGE team provides project controls to ensure budgets and schedules are met and that task details developed for a project are necessary, reliable, and reflect those costs which are anticipated for the project. Mr. Caswell will review the project schedule and budget regularly to ensure the project remains on schedule and on budget. He will provide monthly status reports to Coppell staff. Budget and schedule status will be communicated to the project team weekly and adjustments will be made to ensure the project goals are met. A comprehensive project management plan (PMP) is used to manage our project, ensuring that project schedule and budget are met. The PMP includes key items such as identifying the project team members' roles and expectations, the scope of work, all deliverables and milestone dates, budget, schedule, and other information needed for a successful project. BGE has several tools for tracking and managing progress in terms of milestone completion relative to the PMP and variances to budget and schedule. We use Deltek Vision, a comprehensive accounting management system to provide integrated budget, schedule, and resource allocation tracking for all projects. Weekly project management reporting enables effective tracking of design resources. Project managers employ Primavera P6, Microsoft Project and Excel to forecast and measure the performance of all design and construction project elements of our projects. Page 9 Statement of Qualifications RFQ #0130 Design of City of Coppell Starleaf Pump Station In addition to defining the project schedule, we routinely develop opinions of probable construction cost at each major milestone. Our team works with City staff throughout the project to develop project designs that are within the designated budget. BGE understands the critical role that reliable cost estimation plays and understands that significant deviations in estimated cost of construction can create far-reaching difficulties for the City. Through regular design team meetings, potential budget increases are noticed as soon as we become aware of them and together the team will develop recommendations that bring the project within budget. We anticipate the following schedule based on our understanding of the project: 1< Notice Proceed July 1, 2015 Year 2015 2016 2017 TASK IlVlonth 1 2 3 415 6 7 8 9 10 11 12 13:14 15 16 17 18 19 20 21 22 23 24 Project Management Plan (PMP) Geotechnical Investigation/Site Survey Preliminary Engineering Report (PER) i Inning and Dallas Contract Negotiations Design Phase - 30% Plans Design Phase - 60% Plans & Specifications Design Phase - 90% Plans & Specifications ` Design Phase -100% Plans & Specifications Bid & Award Construction E Start-up & Commisioning 7 Training, 0&M Manuals, Record Drawings Warranty Phase OperationalStation Year 2017 2018 2019 TASK IMonth 25 26 27 28 29 30 31 32 33 34 35 36137:38139140 41142144145 46 47 48 45 Project Management Plan (PMP) Geotechnical Investigation/Site Survey Preliminary Engineering Report (PER) Irving and Dallas Contract Negotiations i Design Phase - 30% Plans Design Phase - 60% Plans & Specifications I Design Phase - 90% Plans & Specifications Design Phase -100% Plans & Specifications Bid & Award N Construction MEM MEMO Start-up & Commisioning Training, 0&M Manuals, Record Drawings Warranty Phase IN City of Coppell Review Page 10 Statement of Qualifications RFQ #0130 EXPERIENCE OF THE FIRM Similar Project Experience Brown & Gay Engineers, Inc. Design of City of Coppell Starleaf Pump Station BGE has assisted many clients with similar projects, not only in the North Texas area, but also in Central Texas and along the Gulf Coast. This experience ensures that the City will receive a project that is based on similar experience, delivered on time and within budget, under similar, challenging circumstances. The team's experience with municipal pump station design, architectural development, and construction phase services is extensive. BGE's recent large municipal pump station projects listed below are described in detail in the following pages. ■ Bellaire 40 MGD VFD Pump Station, and three 5 million gallon prestressed concrete ground storage tanks ■ Louetta Road Regional Water Supply Plant, 60 MGD Pump Station, two 2 million gallon prestressed concrete ground storage ■ Waller Creek Tunnel Inlet Facilities, 29.5 MGD VFD Recirculation Pump Station Two of our team members, Mr. French and Mr. Hughes were both heavily involved in the design and construction phase services of both the Ennis and Waxahachie Pump Station Expansions for Tarrant Regional Water District (TRWD). Mr. French was Project Manager for the final design and construction phase services for both projects. The Ennis Pump Station was anew 244 MGD booster pump station, $13 million gallon flow equalization prestressed concrete ground storage tank and electrical substation. The Waxahachie Pump Station involved the 244 MGD expansion of an existing booster pump station. Mr. Hughes served as the chief engineer during the design and construction phase services for both. Construction cost for the two expansions was $38 million and completed in 2008. Gupta & Associates, Inc. GAI's large municipal pump stations in which electrical, instrumentation and control, and SCADA were performed include: ■ City of Dallas East Side WTP Transfer Pump Station 3, consisting of eight 3000 HP, 4160 volt motors, VFD potable water pumps ■ City of Fort Worth Eagle Mountain Raw Water Pump Station, consisting of eight 2500 HP, 4160 volt motors, potable water pumps ■ City of Houston Southeast WTP- Transfer Pump Station, consisting of three 1200 HP, 4160 volt motors, VFD potable water pumps Page 11 Statement of Qualifications Design of City of Coppell RFQ#0130 Starleaf Pump Station Quorum Architects, Inc. QAI's municipal pump station in which architectural design was performed include: ■ City of Carrollton Northern Pump Station -a 7,500 GPM (10.8 MGD) vertical turbine pump station with a 5.5 MG concrete ground storage tank. It included a 3,800 sf masonry structure with a large pump room, maintenance bay, laboratory offices and dry storage for plans and reports. The control room was set up for two work stations with large windows looking into the pump room for observation. The exterior of the building includes secure chlorine and ammonia storage and feed areas. The building was designed to appear more residential in form to blend in with the surrounding City of Carrollton Northern Pump Station neighborhood. (now known as Bobby A Ballard Pump Station) Reed Engineering Group, Ltd. REG's municipal water works and pump stations for geotechnical services include: Midlothian Treatment Plant; Auger Road, Midlothian, Texas, New Water Treatment Plant - 3 Million Gallon Circular Clearwell, High Service Pump Station, Various Buildings for Treatment Process, Additional Tanks, and 30"-36" Distribution Pipeline New Pump Station and Waste Water Treatment Plant Expansion, Hackberry, Texas, Two 425,000 Gallon Storage Tanks, One 250,000 Gallon Elevated Storage Tanks, Rectangular Above Ground Storage Tanks, and Pump Station Building Waste Water Treatment Plant Expansion Windmill Farms, Forney, Texas, Eight At -Grade Rectangular Tanks and Two At -Grade Circular Tanks Engineering Dynamic's Incorporated EDI's large municipal pump stations for vibration and noise testing include: ■ Tarrant County Regional Water District, Fort Worth, Texas - Excessive pump and piping vibration was present on five large, variable speed horizontal fresh water pipeline pumps. Field testing identified significant broadband pulsation caused by pump re -circulation. This energy was exciting acoustical natural frequencies associated with the piping system. Modifications to the pump suction inlet were made to reduce the onset of re -circulation. ■ Pro Caribbe Penuelas Power Station LPG Pumps - Three 9 -stage vertical pumps were experiencing failures of seals and shafts. The cause was found to be up- thrust resulting from improper operation at startup. A modification to the startup sequence corrected the problem. ■ MWRA Boston Harbor Project, North Main Pump Station - Ten 120 MGD vertical pumps experienced high vibration. Measurements identified the cause was a combination of vane -pass pulsation resulting from acoustical piping system resonances and inadequate stiffness of the pump volute structure. Several solutions were proposed. The solution implemented was an alternate impeller design with more vanes, which detuned the excitation of the acoustic mode. Page 12 Statement of Qualifications RFQ #0130 L Design of City of Coppell Starleaf Pump Station TRANSMISSION IV f `T The Bellaire Pump Station was designed by BGE to deliver (re -pump) treated surface water from the City of Houston to Municipal Utility Districts (MUD) within NFBWA. BGE performed a conditional assessment of the City's D-158 pump station that was leased by NFBWA and integrated these facilities into the design. The team performed a System Planning Study assessment to determine the most cost-efficient combination of pumps and sizes for the varying delivery flow and discharge pressures, including an evaluation of VFDs versus conventional pumping systems. Using a dynamic water distribution model, the team modeled the delivery network, performed a surge analysis, and designed surge protection features. The pump station included six, 8 MGD pumps with air cooled electric motors and VFD drives operating at approximately 90 PSI. Pump station facilities include a control building with chemical storage and feed facilities, mechanical support, electrical distribution, operator work stations, offices, laboratory facilities, and maintenance and storage facilities. Other facilities designed include six (three initially) 5 MG prestressed concrete ground storage tanks, yard piping, impressed current cathodic protection system, drainage, stormwater detention pond, perimeter fencing, security system, sanitary sewer and stormwater underground piping, automatic transfer switch, diesel -driven generators, property perimeter video surveillance, and SCADA/PLC capabilities. The entire facility is linked to a multi -generator, natural gas -driven, standby power network to provide reliability to the six 300 HP vertical turbine pumps. BGE also engineered a SCADA controlling system that can be easily integrated with each MUD's SCADA system (28 initially, 43 future). Page 13 Statement of Qualifications RFQ #0130 Design of City of Coppell Starleaf Pump Station The Louetta Road Regional Water Supply Plant project is a 60 MGD water supply and re -pump station (expandable to 90 MGD) that involved a siting analysis, preliminary evaluation and layout of the ultimate water supply facilities, design and construction of two water supply wells, chlorine and ammonia storage and feed systems, site work, drainage, and full standby emergency power. Permitting approval was obtained from TCEQ and Harris County. BGE performed construction management, and construction inspection was completed by a third party. The Louetta Regional Water Plant Pump Station included pumping facilities for 60 MGD water supply and re -pumping capabilities. Included in the first phase were two, 3 million gallon precast/ prestressed concrete tanks (128 feet in diameter by 32 feet). The final phase will include three additional tanks for a total capacity of 15 million gallons, which will be added when new surface water customers are added to the distribution system. BGE designed the site to accommodate the future tanks with no disruption of service to the Water Plant. All tank inlets, outlets, and interconnecting nozzles were designed to be installed in the foundation to limit the number of shell penetrations. This facility was designed to provide two distinct operational modes -as a traditional water supply facility and as a re -pump station. In the traditional mode, onsite and offsite wells feed the ground storage tanks. This water is then pumped into the system using the booster pumps. In the re -pump mode, surface water from downstream is either fed to the ground storage tanks for re -pumping by the booster pumps or fed directly to the suction side of the booster pumps for re - pumping. The project involved topographic survey, geotechnical investigation, preparation of complete design drawings and specifications, bid documents, and cost estimates. The project also involved the development of a stormwater pollution prevention plan. Page 14 Statement of Qualifications Design of City of Coppell RFQ #0130 Starleaf Pump Station Waller Creek Tunnel Inlet Facilities with 29.5 MGD and Tunnel Recirculation Pump Station represent approximately $28.5 million in capital improvements and will divert flood flows from Waller Creek to a diversion 26.5 ft., 22.5 ft. and 20.5 -ft. tunnel underneath downtown Austin to Lady Bird Lake. BGE led the design team in the preparation of the pre -design report and the final construction plans and specifications for both the inlet and outlet facilities and served as technical director role for the entire tunnel project. Engineering services at the inlet facility included the design of a 400 -foot long approach channel; a 19 -foot high in -channel dam; a 42 -foot diameter morning glory spillway; six mechanical bar screens; two overhead traveling monorail screen cleaners; two debris augers/compactors and associated debris containers; a pump station; and a supporting 20,000 square foot facility. The pump station improvements included a lower wet well with two 4,950 GPM and two 1,350 GPM submersible VFD pumps; an upper wet well with four 2,000 gpm submersible VFD pumps; discharge piping; isolation valves; flow meters; non-mechanical aeration; fine -screening; overshot gates; sluice gates; fabricated gates; a 450KW natural gas emergency generator; dissolved oxygen probes; and emergency sensors. Engineering services also included stormwater debris loading and removal rate calculations; weir and screen head loss calculations; HEC -RAS modeling; scoping and coordination of 3D Computational Fluid Dynamics (CFD) and physical modeling; tunnel recirculation water quality analysis; process development; coordination of supporting electrical, mechanical, structural, acoustic engineering, architectural, and landscape elements; cost estimating; scheduling; erosion and sediment control and tree protection; grading; dimension control; and preparation of contract documents. Page 15 Statement of Qualifications RFQ #0130 List of Local Projects Design of City of Coppell Starleaf Pump Station BGE has a strong presence in North Texas with numerous design projects underway and are currently performing Construction and Program Management for over $1.18 billion worth of construction contracts in North Texas. BGE's municipal pump station experience is highlighted in the in the detailed project descriptions. While we have too many North Texas projects to show them all, below is a representation list: Brown & Gay Engineers, Inc. Water ■ Tarrant Regional Water District, Section 19-1 IPL Project, 21 miles, 84 -inch high pressure raw water transmission main ■ City of Fort Worth, Northside II Project Transmission Main, 5 -miles of 48 -inch high pressure water transmission ■ City of McKinney, Stacy Road Elevated Storage Tank, 3 MG GST ■ City of Midlothian, Midlothian Ground Storage Tank Rehabilitation, 1 MG ground storage tank roof rehabilitation ■ City of Celina, Celina Water Distribution System Modeling, Water GEMS dynamic model of entire water distribution to determine future Southeast Sector Capital Improvements needs Wastewater ■ Trinity River Authority, MC3 Wastewater Trunk Main Project, 6000 -feet 36 -inch sewer line with 36 -inch Parshall flume ■ City of Celina, SE Sector Demand Assessment ■ City of McKinney, Throckmorton, Washington, Bolin Sewer Interceptor Replacement and Fenet Sanitary Sewer Interconnect Water Resources ■ City of Carrollton, Indian Creek Flood Control Channel ■ City of Fort Worth, Drainage Master Plan Transportation and Traffic ■ TxDOT, I -35E Program Management ■ City of Frisco, Ohio Drive/Warren Parkway Roundabout ■ City of Garland, Oates Road Feasibility Study ■ City of McKinney, US 75 Utility Relocations ■ City of Mesquite, Gus Thomasson Complete Street Reconstruction ■ City of Mesquite, Heritage Parkway Trail Phase 2 ■ City of Celina, Celina Parkway Routing Study ■ City of Fort Worth, Beach Street Widening/Reconstruction ■ City of Fort Worth, Robertson Road Reconstruction ■ City of Fort Worth, Residential Street Reconstruction ■ Collin County, Collin County Outer Loop Drainage Study Page 16 Statement of Qualifications RFQ #0130 Design of City of Coppell Starleaf Pump Station Construction Management ■ TxDOT, I -35W -3B Construction Engineering and Inspection ■ TxDOT, Dallas District Scheduling Services ■ TxDOT, North Region Scheduling Services ■ TxDOT, North Tarrant Express Scheduling Services Site Development ■ Centurion American, Entrada at Westlake, mixed-use development ■ Westwood Residential, Chapel Creek Phase I and Phase 2, multi -family development ■ Millcreek Residential, Modera at Turtle Creek, urban redevelopment ■ Physician's Capital, Davita Dialysis Clinic, medical development Environmental ■ Atmos Energy, Line D/YNLS 80 -mile Pipeline Project, environmental assessment and permitting ■ Atmos Energy, Line D9 30 -mile Pipeline Project, environmental oversight and stormwater inspections ■ Urban Engineers, Inc., Environmental evaluation and permitting for the Trinity Railway Express bridge replacement Quorum Architects, Inc. ■ City of Carrollton, Carrollton Northern Pump Station ■ City of Carrollton, Carrollton Animal Shelter ■ City of Lewisville, Lewisville Animal Shelter ■ City of Farmers Branch, Farmers Branch Animal Shelter ■ Johnson County Special Utility District, Johnson County Special Utility District ■ City of Allen, Allen Service Center ■ City of Frisco, Frisco Public Works/Service Center ■ City of Haltom City, Haltom City Service Center ■ City of Fort Worth, Fort Worth North Service Center ■ City of Richardson, Richardson Service Center ■ City of Burleson, Burleson Service Center ■ City of DeSoto, DeSoto Service Center ■ City of Farmers Branch, Farmers Branch Service Center Gupta & Associates, Inc. ■ City of Dallas, East Side WTP Transfer PS -3 ■ City of Dallas, Able Pump station ■ City of Dallas, Dallas Reuse Pump Station ■ City of Dallas, Dallas Central WWTP Settled Sewage PS ■ City of Dallas, Dallas Central WWTP Influent PS ■ City of Dallas, Mill Creek Pump Station ■ City of Fort Worth, Eagle Mountain Raw Water PS Page 17 Statement of Qualifications RFQ #0130 Design of City of Coppell Starleaf Pump Station ■ Trinity River Authority, Several Pump Stations: Station 6 Phase 1 and Phase 2, Station 6A, Station 7A, Station 14, Station 13A ■ Trinity River Authority, Moser Valley Plant 87 MGD Expansion ■ Trinity River Authority, Huntsville Raw Water PS ■ Trinity River Authority, Ten Mile Creek, Lift Station #2 ■ Tarrant Regional Water District, Cedar Creek Lake Intake Pump Station ■ Lake Palestine Intake Pump Station ■ Richland Chambers Lake Intake Pump Station Reed Engineering Group, Ltd. ■ City of Midlothian, New 6 MGD Water Treatment Plant including pump station and tank ■ Hunter Associates Texas, LTD, New pump station and waste water treatment plant expansion in Hackberry ■ Kaufman County Freshwater Supply, District #1C, Waste Water Treatment Plant Expansion Windmill Farms ■ Church of the Apostles, MacArthur Boulevard at Starleaf Street in Coppell, church building and associated parking and drives ■ SDR Development, Inc., Assisted Living Facility, East Sandy Lake Road in Coppell, 54,000 square -foot single story building, parking and drives ■ Craig Olden, Inc., Denton Creek at Gibbs Station Subdivision, Beverly Drive and Creek Crossing in Coppell, erosion control and retaining structure ■ Craig Olden, Inc., Denton Creek at Parker Drive in Coppell, stability analysis and erosion control structure ■ HCB Contractors, City Garage in Coppell, 4,600 square -foot Retail Building ■ Mathews Investments Southwest, Inc., Waters Edge I and Fountain Park Addition Subdivision in Coppell, Two 30 Lot Subdivisions ■ Grand Homes, Lakes of Coppell, Phase III Subdivision in Coppell, 23.84 Acres Subdivision Engineering Dynamic's Incorporated ■ Tarrant County Regional Water District - pump and vibration testing Page 18 Statement of Qualifications RFQ #0130 Design of City of Coppell Starleaf Pump Station Design Examples — Functionality, Sustainability and Innovation Waller Creek Tunnel Inlet Facilities Recirculation Pump Station The Waller Flood Control Tunnel has a unique innovative tunnel water recirculation pump station at the inlet facility. The tunnel recirculation system keeps the water fresh in the tunnel during the long dry summer months by reverse pumping a portion of the flow from Lady Bird Lake to the Tunnel inlet pond in Waterloo Park. BGE design the tunnel recirculation to keep the water at a minimum dissolved oxygen level of 3 mg/l. I\I.TT & POND (WATERLOO PARE) CREEK SIDE INLET � (811j'9111sT) CREEK SIDE I\LUT (4TI1; 3TH SI) —" OUTLET & L41(I(X)\ - - (LADY 131RD LAKE) ALI 4` IAL SOR ICN\I:- HIMCL1 AHON- - ;TMr RFFK) }!F1'.814FI_----_---- LL LI4!l;ytU\FRl'[1Rcx:;; 1, 41 FT WO FEET IN LF,\OTI1, 00SLOPE F.'• F T The pump's recirculated water is aerated to saturation by a passive cascading set of weirs (no moving parts) before it is discharged to the pond in Waterloo Park and then returning down a mile long section of Waller Creek to Lady Bird Lake. The recirculation pumps have VFD motors to minimize their energy usage and provide the optimal flow range for the desired effect. A major benefit to this system is the more constant flow of higher quality water to sustain aquatic life and vegetation in Waller Creek. The storm debris management system is an example of both functionality and sustainability efforts. An estimated 300 cubic yard of trash and debris can accumulate during a single storm event. The 150 feet long by 300 feet high trash racks that screen trash and debris have a mechanical cleaning arm that travels to each section of the trash rack and move the debris to an auger compactor which compacts and transports the trash Page 19 Statement of Qualifications RFQ #0130 Design of City of Coppell Starleaf Pump Station to roll -off trash bins. A 150 -foot long water fall created by an upper level set of pumps, masks the tunnel intake trash racks from public view in the park. Two cleaning arms were installed to provide redundancy, and the large auger compactor can compact the wet debris at a 4:1 ratio. The intent, which was successful, was to reduce the volume of waste thus reducing the required number of trips to the landfill saving truck transport, time, and landfill capacity. Bellaire Pump Station For the Bellaire Pump Station project the BGE team performed a System Planning Study assessment to determine the most cost-efficient combination of pumps and sizes for the varying delivery flow and discharge pressures, including an evaluation of VFDs versus conventional pumping systems. It was demonstrated that the VFD motors provided the best life cycle cost and the most flexible flow delivery system to meet the widely varied demand of the customers. Below floor pipe chases were used to allow ease of access to the pumps and facilitate effective maintenance. Ennis and Waxahachie Pump Stations Mr. French and Mr. Hughes provided significant savings to the project by using water cooled electric motors. Large electric motors can produce enough heat to be unreasonable for operations staff even with large ventilation and exhaust systems. To avoid this, water cooled electric motors were recommended which reduced the motor frame size and minimized the ventilation system. As a result of the elimination of the large ventilation system, the proposed building size could be reduced significantly. Value Engineering Our VE Task Lead, Mr. Gary Myers has extensive experience as a Value Engineering Facilitator and would be qualified to conduct formal VE workshops should the City of Coppell elect to do so. If needed, he can be consulted at regular intervals to discuss opportunities for cost and efficiency savings with our design leads and Project Manager. Several of our team members have broad experience in Value Engineering (VE) and have performed this role as part of dedicated VE teams as well as part of engineering design teams. It is our approach that Mr. Caswell and Mr. French will provide effective ongoing oversight of project costs and efficiencies. Our Project Manager, Mr. Caswell, was involved in an extensive VE effort for the recently constructed Midlothian Water Treatment Plant No.2 project where he served as Project Manager. Costs were reduced from the VE process in several areas without sacrificing the quality of the treatment process, such as: Eliminated Granular Activated Carbon (GAC) contactor for a UV Oxidation (UVOX) process Eliminated concrete pipe chases for direct bury pipes for chemical feed lines Changed membrane building form precast concrete to metal construction The most notable savings was the change from GAC to UVOX which saved approximately $1 million in capital cost and an estimated $100,000 annually in O&M cost. The overall Project cost reduction was approximately $5 million, from $23 million to $18 million. Page 20 Statement of Qualifications RFQ #0130 Design of City of Coppell Starleaf Pump Station Mr. French, our pump station design lead, has also been involved in many VE workshops through his career, both from a designer's standpoint and as a VE panel expert on large pump stations, pipelines and tunnels. His VE experience includes: As designer: ■ Tarrant Regional Water District - Ennis and Waxahachie 244 MGD pump stations ■ San Antonio River Flood Control Tunnel — tunnel & 19 MGD recirculation pump station ■ Greater Houston Wastewater Program — wastewater equalization tanks and pump station ■ Tarrant Regional Water District — Integrated Pipeline Project— 21 miles of high- pressure transmission main 84 inches diameter As VE panel subject matter expert: ■ City of Fort Worth - Forest Park/ Barry and Arlington Heights Flood Control Tunnels ■ Tarrant Regional Water District — Integrated Pipeline Project — 3 lake intake pump stations, 3 booster pump stations, and 150 miles of high pressure transmission main ranging from 84 to 108 inches diameter Our pump station and tank design team, Mr. French and Mr. Hughes, worked together on the TRWD Ennis and Waxahachie Pump Stations design team. They were involved in VE workshops at the Conceptual and 60% Design Phases. The cost of both pump stations was reduced by $5 million, from $47.7 million to $42.7 million. TRWD did not choose to adopt all of the recommended cost savings to approximately $3 million, but the choices were made available to the owner. The notable VE savings include: ■ Waxahachie Pump Station - Reduced the Number of VFD drives from 3 to 2 ■ Waxahachie and Ennis Pump Stations - Use spare rotating pump elements and motor instead of installed standby pump and motor ■ Waxahachie Pump Station - Eliminated new equalization tank and connect to existing tanks ■ Ennis Pump Station — Combined two equalization tanks into one VE workshops are most effective when they are called for in the Project Management Plan to occur in each critical design phase. This process provides the design engineer and owner a list of design decisions, the cost and budget impacts. At 60% plan design and beyond, a VE workshop has less impact. For example, on the project above the net savings resulting from the 60% VE workshop was under $1 million. Page 21 Statement of Qualifications RFQ #0130 Design of City of Coppell Starleaf Pump Station PROJECT UNDERSTANDING, APPROACH AND SCOPE Project Understanding The City of Coppell desires an additional treated water source with additional water storage and pumping capacity to create a fully redundant supply of treated water. The existing Village Parkway Pump Station (VPPS), currently serving the City from a 54 inch DWU pipeline from the Elm Fork Water Treatment Plant, is a reliable facility but cannot be out of service for an extended period of time for maintenance or as a result of a pipeline failure. The City's historical peak demand is approximately 25 MGD, which is the proposed firm capacity stated in the RFQ for the Starleaf Pump Station. The goal of the project is to construct a facility that provides redundant capacity for the City in the event of a supply pipeline failure, as well as the ability to take either pump station out of service for extended maintenance. The following challenges will need to be addressed for a successful project: ■ Site investigation of utilities, gas and sewer lines, proximity to high voltage, soil conditions, and environmental ■ The integration of the new pump station into the City's distribution system ■ Define specific measurable goals for the hydraulics of the new pump station ■ Improvement of effective hydraulic capacity of the City's elevated storage tanks ■ Improve water quality on the west side of the city ■ Proper foundation design in expansive clay soils ■ The pump station and tank must successfully blend into the aesthetics of the surrounding neighborhood ■ The layout of the property and proximity to townhomes, a school and frequently visited park ■ Surge potential in the Irving Water Utilities transmission main ■ Water quality, including chlorine residual of incoming water, and anticipated residence time of before delivery including potential rechlorination needs ■ Noise control and abatement Project Approach and Scope Design Approach Rather than have a standard pump station design or set of design details that we would tailor to your project, we prefer to have detailed workshops with engineering and operations staff, including visits to other facilities, to develop the right design for the City of Coppell. We have expanded the four phases of work in the RFQ to a five phase planning and design process that is intended to optimize decision making and add value to the project, which follows: Page 22 Statement of Qualifications RFQ #0130 Design of City of Coppell Starleaf Pump Station Phase 1— Preliminary Engineering Report (PER) to Define Needs, Guiding Principles and Design Parameters The focus is to set our approach and guiding design priorities into a concise working document. Our team will begin with the end in mind guided by the five considerations of operability, reliability, flexibility, sustainability and safety. Although the report must be submitted to TCEQ, it will be written to serve as a working document for the design team that will eventually become part of the O&M Manual. We believe the primary purpose of a PER is to serve the owner and facility, not to be a cumbersome text solely intended for regulatory approval. The PER phase will include the following: Site Layout — Evaluation of the possible tank and building arrangements. a. Includes yard piping, site access drives, generator location, SCADA antenna, and controlled access gate. b. It appears as though a sanitary sewer line crosses the site, and ground storage tanks must be 20 feet from all easements, and 50 feet away from sewers if installed below grade., c. Consider construction activities and crane operation near high voltage lines. 2. Water Master Plan — Review of the Water Master Plan and water distribution model to gain a full understanding of the project's goals. 3. Water Sales Contracts — We will work with the City in providing assistance with water sales contracts and discussion on proposed agreements with Irving and Dallas. It will be important for the entire design team to form a consistent strategy for these negotiations. 4. Evaluation of proposed hydraulics — We will evaluate operational approaches to the Starleaf Pump Station to explore varying scenarios, flexibility and to determine the desired hydraulic distribution and proposed firm pumping capacity. a. Method for controlling distribution of flow into the distribution system. b. Coordinate with the existing city model to evaluate the options, or have BGE modeling engineers review the model data. c. The water distribution system model should be a dynamic model, not a static model, and run to gain a full understanding of how the system will perform and what the pump station, tank and valve configuration and sizing needs to be to work in unison with the existing system. If such a dynamic model does not exist, then it would be developed. Our firm typically employs GIS based modeling with WaterGEMS® software. It is possible a portion of the City's system could be modeled for the sole purpose of this project. 5. Architectural Considerations — This includes styles for the pump station and tank. a. Exterior design elements and their compatibility with the surrounding area. b. Incorporation of masonry material and accents such as cast stone and canopies at the doors to bring the scale of the building down to a human scale appropriate for the neighborhood. Page 23 Statement of Qualifications RFQ #0130 on 7. E Design of City of Coppell Starleaf Pump Station c. Presentation of multiple options for consideration. d. Interior space layout based on equipment size, routes of access for service trucks, and vantage points for security, etc. e. SCADA control room needs compared to the VPPS. Pump Type — Establish the type and methods of operation and maintenance. a. BGE's pump station design team has extensive experience with many types of pumps (i.e., horizontal split case or vertical turbine). b. Select the pump type that is best suited to your site and your operational and maintenance preferences. Energy efficiency — Identify efficiency measures and energy costs. Evaluate use of VFD motors to reduce energy consumption by allowing the pump to operate in their Preferred Operating Range (POR) thereby extending life of the pumps. Our pump station design team has performed many of these system energy and efficiency analyses in the past. Tank size and type of construction — The tank sizing should be confirmed using a dynamic water distribution system model. Our team has performed many of these of analyses, such as in the sizing of the 13 MG flow equalization tank for TRWD's 244 MGD Ennis booster pump station. a. Determine the size for proper operations with the City demand. b. Evaluate whether it is a prestressed concrete tank, cast in place, or welded and painted steel. Operational approach — Establish operations methodology for both the Starleaf and Village Parkway Pump Stations. a. Control valve or other method of hydraulic control on distribution. b. Tank operation for both pump stations. c. Part of dynamic water distribution system model runs. 10. Geotechnical Investigation— Based on information in REG's files and experience on an adjacent site, subsurface conditions in the area of the project are anticipated to consist of fill and terraced alluvial soils overlying unweathered shale of the Cretaceous Eagle Ford Formation. a. Alluvial soils in the area have moderate to high plasticity clay, clayey sand and sandy clay with some coarse sand and fine gravel at the base. b. Alluvial soils are anticipated to extend to depths of about 20 to 25 feet. Weathered shale is anticipated below the alluvial soils. Unweathered shale has been encountered at depths of 20 to 25 feet in the general area. c. Potential for seasonal movement of the alluvial soils may require remedial earthwork to allow the proposed ground storage tank to be constructed with a ground supported slab. 11. Construction considerations — Constructibility reviews will be performed prior to every submittal starting with a review of the Preliminary Engineering Report. a. Review of design documents and construction documents by a knowledgeable construction representative. Page 24 Statement of Qualifications RFQ #0130 Design of City of Coppell Starleaf Pump Station b. Evaluate potential means and methods, laydown areas, construction traffic and crane operation. c. Evaluate impact of design elements and equipment selection to schedule. 12. Permitting issues — TCEQ and other environmental permits will be identified. 13. Instrumentation and Control — identify instrumentation and control that will be required for major project elements such as the pumps, pump control valves and actuated valves in the field as well as other items such as chlorine analyzers, chemical feed pumps, ventilation fans and blowers. 14. Approach to SCADA control and HMI — Discussion of various items such as whether the system is to be PLC based or software based, what functions are enabled at each pump station, and discussion on communication protocols and secure networking. 15. Value Engineering — Value Engineering workshops begin in this phase where the biggest impact to costs is established. Phase 11 — Preliminary Engineering This phase will advance the design from the PER phase to preliminary construction documents. Also, equipment manufacturer selections are begun and basic specification parameters are established. Cost estimating and anticipated construction scheduling begins in this stage. We will schedule regular design team meetings which are typically monthly. Again, the design team includes the city engineering and operations staff. Additionally, the entire BGE team, including subconsultants, will meet regularly internally for the purposes of design, constructibility, QA/QC and an internal value engineering review. Our team will advise staff promptly of significant findings that may have effects on the scope, schedule, and budget. We will advise you of significant findings as they occur. Special call meetings may be necessary, which is not an issue for Mr. Caswell as he is in Coppell every day. Phase 111— Final Design and Bid Phase Final design is the implementation of the concepts defined and agreed to during the PER, and developed in the preliminary phase. The strength of the BGE team lies in our ability to adequately define the proposed improvements during the preliminary phases so that the final design phase integrates these concepts smoothly into a constructible set of documents. Construction cost estimates and the anticipated construction schedule is updated based on the final design. Again, with the advantage of proper preliminary design, there are no surprise increases in anticipated construction cost because adequate definition of the proposed improvements has been developed. This process ensures that the City will have adequate budget planning for the project. To complete the design, all deliverables will be developed and reviewed in accordance with our QA/QC plan process. This level of review ensures these deliverables have a high degree of integrity. BGE can manage the bid phase to the level preferred by the City. We will manage the sale and distribution of plans and addenda (typically via web based tools) answer RFI's, conduct pre-bid meeting, public hearings, and the bid opening. We can also prepare the bid tabulation and review and recommend the qualified bidder. Issue construction set of drawings that incorporate any addendums. Page 25 Statement of Qualifications RFQ #0130 Phase IV —Construction Phase Design of City of Coppell Starleaf Pump Station BGE brings a uniquely positive element to the project. Scott Hutchins, a Senior Project Manager for BGE's Construction management Group and long time resident of Coppell, will be partnering with Mr. Caswell for the Construction phase. BGE will also maintain its philosophy of keeping our design engineers involved in the construction phase as much as possible. Our team has considerable experience in pump station construction administration and can offer these services to any level preferred by the City of Coppell. BGE also offers extensive construction management and inspection experience specific to pump stations. We are experienced in pump witness testing, pipe pressure testing, welding inspection and other requirements to ensure the pump station is built to meet the specifications. Our North Texas operations include 26 construction professionals with experience in management, scheduling, and inspections currently overseeing $1.18 billion in construction in various disciplines. In fact, BGE currently maintains a project field office with construction management personnel near IH 35E and Valwood Parkway. This office is primarily for BGE's Program Management for the first phase of the IH 35E widening project which extends through 2017. During design, our engineering plans are reviewed by Mr. Hutchins for constructibility, readability and schedule. This collaboration of engineering and construction professionals allows the BGE team to produce high quality construction documents and respond quickly and efficiently to issues in the field. This phase will involve start-up, testing and training on the new equipment. The majority of the training will be conducted by that equipment manufacturer's representative, but will all be coordinated by BGE. This is to ensure the contractor provides the level of training specified in the construction documents. Further, we will specify that training is to be conducted separately and apart from startup operations to avoid incomplete or interrupted training sessions. A major component of startup and commissioning for this type of facility is the integration of the SCADA elements and the installed instrumentation. For a pump station, it is typical to experience multiple rounds of shutdowns and trouble shooting. The key to successfully commissioning a pump station is experience, requiring the contractor to provide a detailed start up plan, and rigid management of the contractor's equipment suppliers. Communication and presence are essential to support and help guide the process to completion. Phase V— Warranty Our partnership with the City does not end with the contractor's final completion certificate. It takes time to develop consistently smooth operations for a complex facility such as this. Our experienced team can add value in assisting operation's staff throughout the one or two year warranty period by being available to answer questions or visit the site. We recommend that the City conduct a one year anniversary inspection that involves the BGE Team. This will allow input on maintenance and warranty items from multiple disciplines to ensure the contractor is held accountable and not transferring undue cost to the City. Page 26 Statement of Qualifications RFQ #0130 SCHEDULE AND BUDGET MANAGEMENT HISTORY Schedule Management History Design of City of Coppell Starleaf Pump Station Historically, our project teams have had no problems adhering to dedicated or accelerated schedules. In the "Similar Project Experience" section, all referenced project example's design schedules were met and on time. Additionally, during the construction phase, our construction management professionals have a proven track record of working proactively with contractors to monitor schedule compliance and provide guidance if necessary. Budget Management History BGE has a consistent track record of providing our clients accurate construction cost estimates. In addition to our project examples detailed in the "Similar Project Experience" section of this Qualification Statement, other examples of cost estimating success include the cost estimates for: The Ground Storage Tank Repair for Benbrook Water Service Authority, initially estimated by BGE to be $1.29 million, with a resulting final construction cost of $1.25 million The Rehabilitation of Water Storage Tanks for the City of Houston, initially estimated by BGE to be $1.7 million with a resulting final construction cost of $1.6 million. The Northwest C for the City of Austin, 36 -inch and 24 -inch water transmission mains construction cost was initially estimated to be $3.69 million with the resulting final construction cost of $3.198 million. Safety Record BGE has a safety program in place which includes BGE Manual and Practice, training programs, and reporting. All field and construction management personnel, survey crews, and construction inspection staff attend monthly safety meetings. BGE follows OSHA guidelines and reporting requirements. The 2014 OSHA (Form 300) log is included in the appendix. Any additional logs from prior years are available upon request. Litigation BGE is not a litigious firm, and we work diligently to solve any problems before they reach a level that would require legal action. BGE has not had any contracts terminated due to non-performance and has not been involved in any litigation against a regulatory or government agency. BGE carries professional liability insurance (errors and omissions). We do not have any current claims that would affect the financial viability of the firm. Page 27 Statement of Qualifications Design of City of Coppell RFQ #0130 Starleaf Pump Station FIRM'S ABILITY TO PERFORM THE WORK Project Team Availability and Interview Attendee You will find a graphical layout of our team member's current workload and other attributes considered relevant to this SOQ in the sections below. -, Member Carl Krogness, PE BGE LU 16 LL- ✓ CK3 80 LL - ✓ Bryant Caswell, PE BGE ✓ 18 25 ✓ Gary Myers, PE BGE 32 80 James Johnson, Jr., PE BGE 42 45 ✓ Doug Baker, PE BGE 30 80 Dorian French, PE, RPLS, DWRE BGE ✓ 45 ✓ 10 ✓ Glenn Hughes, PE BGE 45 30 Doug Harris, PE BGE 35 70 Scott Hutchins, PE BGE ✓ 32 ✓ 70 ✓ Sam Royder BGE 25 N/A Jason Bradshaw BGE 14 N/A David McCullah, RPLS BGE 30 60 ✓ Bryan Marin, PE, CFM BGE 15 75 Jennifer Roath, EIT BGE ✓ 2 50 ✓ Kara Steward, EIT BGE 1 60 ✓ V.K. Gupta, PE GAI 40 ✓ 65 ✓ George Luke, PE GAJ ✓ 34 70 ✓ Sophi Feng, PE, LEED AP BD+C, CEM, CEA GA 20 10 ✓ Larry Reynolds, PE GAI 32 70 ✓ William Sako, PE GAI 41 70 ✓ David Duman, AIA QAI ✓ 29 50 ✓ Ron Reed, PE REG 39 ✓ 80 ✓ Whitney Smith, PE REG 30 80 ✓ Ken Atkins, PE EDI 37 ✓ 50 Troy Feese, PE EDI 24 70 Page 28 Statement of Qualifications RFQ #0130 Insurance Design of City of Coppell Starleaf Pump Station A copy of our firm insurance coverage has been included in the Appendix. Financial Resources Brown & Gay Engineers, Inc. has been a profitable company every year for more than 25 years. We have sufficient resources to complete any project awarded to our firm. We have provided a banking reference and a reference from our financial advisor, Charles Parkhill, together with contact information below. "While not audited, I can attest to the reliability of company financial statements and information. In addition, over the last 15 years, Brown & Gay's financial results have consistently ranked in the top 25% of companies, in their field. Strength in liquidity is evidenced by the fact that the average aggregate depository balances over the last 15 years has been in the medium seven figures. " Charles A. Parkhill Phone: 248-322-5336 Awards and Commendations BGE has been recognized nine times since 2004 with Texas Council of Engineering Companies Engineering Excellence Awards. Our team's proposed Pump Station and Tank Design Leader, Dorian French, was honored by the US Army Corps of Engineers, Southwest Division with the Design and Environmental Excellence Award for his engineering design originality and environmental sensitivity on the San Antonio Riverwalk in the historic King William District. Page 29 "Our organization has been pleased with the resources and engineering services provided by Brown & Gay Engineers (BGE) . They have managed their project budget and resources with a focus on providing TRWD with the contracted design service, stretching a one year budget into two years, while waiting for information from program wide services. BGE provided excellent design and support services for 21 miles of 84 -inch water transmission pipeline, which included refinement of alignment and resolution of right-of-way and landowner issues for 73 parcels of land. They provided additional expertise to the TRWD IPL Program Team on issues such as AutoCAD standards and working on design issues related to complex geological formations in east Texas. Based on their expertise, responsiveness, and commitment to maintaining schedule and project budget I am confident to recommend them to other organizations." Kathy W. Berek, PE, Tarrant Regional Water District 'BGE has been responsive to our needs and is serving the City well. 1 am very satisfied with them and look forward to working with them foryears to come." Mike Foreman, City Manager, City of Celina "The Firm is very responsive and provides superior service... our organization has been pleased with the resources provided by Brown & Gay and would highly recommend them to other organizations." Joe F. Torralva, Design and Construction Manager, SouthWest Water Company "The City was very pleased with Brown & Gay's service, which were expeditiously delivered with high levels of expertise and professionalism. Their lines of communication were always open and their written reports, correspondence, contract documents, drawings, and estimates were clear and concise. This was not Brown & Gay's first City of League City project and they certainly will be considered for future City projects." John L. Lothrop, Design Coordinator, League City BROWN & GAY = ENGINEERS Career Summary Mr. Krogness is the Director of the Public Works in North Texas, and is one of the original founding engineers of BGE's North Texas practice. He is responsible for the group's objectives for performance, collaborative teaming and staff development. As a leader in the firm, he is involved with BGE's quality control procedures and design oversight, as well as the firm's sustainability initiatives, and transforming conceptual objectives into design practices. Carl J. Krogness, PE Project Principle Registration Texas PE No. 91869 Education MBA, Texas Christian University, 2006 BS in Civil Engineering, Texas A&M University, 1998 Mr. Krogness has over 16 years of experience in civil engineering planning and design, including preparation of plans, specifications and estimates, and performing construction phase services. He has managed more than 150 projects with his experience focused in the area of municipal involving paving and drainage (including studies and design), water system planning and design, and sanitary sewer collection system planning and design. His construction experience has included conducting bid openings, tabulations and recommendations, preconstruction conferences, on-site inspections, and review of contractor estimates. Representative Projects Water Projects I • Overton Woods Watershed Storm water Improvements Project, City of Fort Worth, Texas • US 75 Water and Sanitary Sewer Relocations (SH 121 to Bloomdale Road), City of McKinney • Park Estates Water Line Replacement, City of Plano, Texas • Farmington Drive Water Line Replacement, Benbrook Water Authority, Texas • Glade Road Water Transmission Main Alignment Study, Colleyville/Tarrant County, Texas • 2001 Water and Sewer Capital Improvement Program (CIP) Phase 1, Group A, City of Alvarado, Texas • 2001 Water and Sewer Capital Improvement Program (CIP) Phase 1, Group B, Alvarado/Johnson County, Texas Water and Wastewater Rehabilitation Projects • Water and Sanitary Sewer Replacement Contract 2004, WSM-E, City of Fort Worth, Texas • Duncan Street Water, Sewer, and Drainage Improvements, Denton, Texas • McCart Avenue, Tanglewood Trail Water, and Sanitary Sewer Replacement Project, City of Fort Worth, Texas • 2001 Water and Sewer Capital Improvement Program (CIP) Phase 1, Group D, City of Alvarado, Texas Wastewater Projects Carl J. Krogness, PE • MC -3 (North Fish Creek) Interceptor Evaluation, Trinity River Authority, Arlington, Texas • 2007 Sanitary Sewer Rehabilitation, Benbrook Water Authority, Texas • Throckmorton, Sewer Interceptor Replacement & Sanitary Sewer Interconnect, McKinney, Texas • Sanitary Sewer Rehabilitation Contract LIII (53), Fort Worth, Texas • Sanitary Sewer Mains 257 and 325 Middle and Upper Village Creek Parallel Relief Alignment Study and Design, Fort Worth, Texas • Main 195AR Drainage Area Sewer Rehabilitation, Fort Worth, Texas • West La Joya Wastewater System, La Joya, Texas • East La Joya Wastewater Facilities, Hidalgo County, Texas Infrastructure Rehabilitation Projects • 2008 Capital Improvement Program, Contract 3A, City of Fort Worth • 2007 Critical Capital Project (Council District 9), City of Fort Worth • 2004 Capital Improvements Project, City of Fort Worth • Cloyce Court Reconstruction Project, City of North Richland Hills ' Streets and Drainage • City Standard Construction Specification Revisions, City of Fort Worth • West Downtown Storm Drain Structural Rehabilitation Project, City of Fort Worth, Texas • Kilpatrick and Blackmore Avenue Reconstruction, City of Fort Worth, Texas • Morris Dido Road Phases I and II, Tarrant County • Taylor -Burk Drive Paving Improvements, City of McKinney, Texas • Odessa Avenue, Wedgmont Circle North and Wessex Avenue Reconstruction, Fort Worth, Texas • Stanley Avenue Reconstruction, Fort Worth, Texas • Briarhaven/Fieldcrest Drainage Improvements, Fort Worth, Texas ' • Shady Shores Dr. Paving & Drainage Improvements, Denton County, Texas • Spring Creek Parkway, City of Plano, Texas • Trinity Mills Road, City of Carrollton, Texas (TxDOT Funded) • Avenue J, Livingston Avenue, and Pine Street, City of Fort Worth, Texas Urban Freeway Projects • SH171/FM 51 from Causbie Road to FM 1884, City of Weatherford, Texas • IH 20 Eastbound and Westbound Frontage Roads between SH 171/17M 51 to FM 2552, Pass Through Toll Agreement, City of Weatherford, Texas • IH 10, North Crossroads Boulevard to Fulton Avenue, San Antonio, Texas Page 2 RBROWN&GAY ENGINEERS Career Summary Mr. Caswell has 18 years of professional experience primarily in the municipal market with a focus on water and wastewater representing owners in the planning, design, and construction of capital and rehabilitation projects. Representative Experience Bryant Caswell, PE Project Manager Registration Texas PE No. 91721 Education BS in Civil Engineering, Texas A&M University, 1996 Water Supply and Treatment Study, City of Midlothian Mr. Caswell was the Project Manager for a study to evaluate all aspects and decision making criteria for a proposed second water treatment plant for the City. This included a detailed review of the City's recently completed water master plan and CIP report and all of the City's current wholesale water sales contracts in comparison. The anticipated water demand was determined and assistance given to the City in negotiation for a new wholesale raw water supply contract. The study also included a site selection study for the new plant and a conceptual level cost analysis for treatment process selection. Water Treatment Plant No. 2, City of Midlothian (Phase 1 &2) Mr. Caswell was the Project Manager for a new 6 MGD (18 MGD ultimate) surface water membrane treatment plant. The project was completed in two phases. Phase 1 consisted of a 22.5 MGD ultimate high service pump station, 3 MG ground storage tank and 5,000 linear feet of 36" diameter water transmission pipeline. Phase 2 consisted of the raw water delivery system, treatment processes, buildings and sitework. The current facility design is for an 18 MGD plant with 6 MGD of membranes installed. Master planning and design provisions include phased expansions to an ultimate capacity of 36 MGD. The ground storage tank design included interior baffles, a standpipe to accommodate future treatment plant hydraulics, and accommodations for highly expansive clay soils. Due to a short run of piping between the last treatment process and the tank, the tank was baffled with fabric curtains in a double "C" configuration. This was done to maximize detention time to increase chloramines formation prior to distribution to the City. The onsite soils are highly expansive with seasonal movement reported in excess of eight inches. To reduce soil movements, the soils under the tank were preswelled with water injection to depths of 8-10 feet then capped with five feet of select fill and poly fabric to retain moisture. The preswell treatment extends to 10 feet beyond the footprint of the tank to accommodate seasonal changes in soil moisture. The pump station contains three 4.5 MGD vertical turbine pumps with having variable frequency drives. The building was designed architecturally to allow pump removal via roof hatches to avoid a costly bridge crane and related structural support. This project was funded by the TWDB DWSRF loan and was one of the first DWSRF loans for a construction manager at risk CMAR project. Total project construction cost was approximately $29 million. Mr. Caswell provided construction administration for all phases including the onsite resident representation and inspection including startup and commissioning for the Phase 2 treatment plant portion of the project lasting approximately two years. Pump Installation Project; Raw Water & High Service Pump Station, Midlothian, Texas Mr. Caswell was the Project Engineer for this project which added a 7.5 MGD/800 hp vertical turbine pump to an existing raw water pump station and an 8 MGD/450 hp vertical turbine pump to an existing high service pump station. Both pumps were equipped with variable frequency drives for optimized operations and energy efficiency. The project also included conversion of two surge anticipator valves to surge relief valves. Plant operations personnel were involved throughout the design process including multiple plan review i opportunities. This minimized plant shutdowns and lessened the impact to daily operations. Bryant Caswell, PE Highland Village Alternative Water Supply Study, City of Highland Village Mr. Caswell was the Project Manager for this study to develop water supply options to provide an additional 1 MGD of capacity for the City's system potable water supply. This included review of the City's existing wholesale treated water contracts, facilities, and city wide water usage by meter account. Two years of consumption for each individual meter was used in a GIS model and to reveal potential water leaks by showing high water consumption during winter months. Grid sampling analyses revealed higher water consumers to identify locations that could provide the most benefit from alternate water source investments. Concept designs for additional water supply included improvements to existing wells, a new well, a reclaimed water system to "scalp" water from wastewater flows, an intake from Lewisville Lake, and other improvements to the system. Each concept was reviewed for engineering feasibility and performed a cost analysis of capital and operating expenses to determine the benefit to cost ratio for each proposed project. 24 -Inch Water Main and Pressure Reducing Station, Lebanon Road to Warren Parkway, City of Frisco Mr. Caswell was the Project Manager for 1.5 miles of 24 -inch water main, 16 -inch water main, 16" pressure reducing station, and abandonment of an existing pressure reducing station. Phasing of the work was a consideration as a nearby hospital's only treated water feed was from the pressure reducing station to be abandoned. Due to a lack of isolation valves, insert valves and split pipe restraints were specified to avoid thrust related pipe ruptures. The project also included an additional 12 -inch water line adjacent to project necessary to complete a loop in City's distribution system. 2.0 MG Elevated Storage Tank and 20" Water Main, Elevated Water Storage Tank, City of Midlothian As Project Manager, Mr. Caswell performed a site selection study and presented four alternative sites with relevant pros and cons for decision making. SRA also provided recommendations and a conceptual layout for a future joint utility service center. Once the site was selected, SRA prepared right-of-way documents for the tower site and pipeline. The project was designed in two phases to match City cash flow constraints. The pipeline was constructed first, with the water tower about a year later. The pipeline was connected to the existing distribution network using "ring" connections to improve future operations. Plans and specifications for the construction of a 2.0 million gallon water tower and 7,500 linear feet of 20" water main were installed that extended the City's transmission network to the far northeast portion of the City. Mr. Caswell also performed the construction administration, and managed the full time inspection of welding and painting activities on the steel portion of the tank. During the course of the project, a significant percentage of the welds in the steel tank structure were discovered to be defective. Mr. Caswell and his sub -consultants worked with the contractor to arrive at a solution which included significant steel replacement, and an additional 3 years of warranty. 16 -Inch Force Main in 4th Army Memorial Drive, City of Frisco Mr. Caswell was the Project Manager for a metered force main to deliver raw wastewater from an overloaded WWTP to a new WWTP. The project included a 16" electromagnetic flow meter station at the pump station and 5,000 LF of 16" pressure main. Hutton Lift Station rehabilitation, City of Farmers Branch Mr. Caswell was the Project Manager for the rehabilitation of a 3,600 gpm firm lift station. The project consisted of replacement of four 1,200 gpm submersible pumps, pump related hardware, discharge piping and fittings, existing motor control center and SCADA communication equipment. A new electrical room was added to the existing concrete pump building to house all new electrical and SCADA equipment. The project also included recoating of the existing 30 foot deep concrete wet well and addition of a transit time flow meter on the 12" force main. Page 2 OWN Bryant Caswell, PE Forney Community Park Irrigation Water Supply Pump Station & Storage, City of Forney, Texas Mr. Caswell specified a pump station with two horizontal centrifugal pumps equipped with variable speed drives and a system pressure maintenance pump. The system includes a small 1,200 gpm prefabricated pump skid, architectural building, 500,000 gallon storage tank and a distribution system (8"-10" dia. mains) covering approximately 70 acres. The system takes water from three separate supplies: City potable supply, raw water and water reclaimed from a recreational facility within the park. The water is stored in the 500,000 gallon storage tank to meet peak summer demands, and is controlled by the pump controller and SCADA link to the North Texas Municipal Water District. The system is sized to irrigate the existing 70 acre park in 8 hours, and the ultimate buildout of 127 acres with the addition of a second 500,000 gallon storage tank. One of the most significant challenges on the project was to integrate the facility into a park setting. This involved a pump house with architectural features to match surrounding buildings, and special design of the bolted steel tank to match the aesthetic theme of the park. 2 MG Peninsula Elevated Storage Tank, City of Grand Prairie As Project Manager, this project consisted of designing the sitework for a 2.0 MG water tower. Design included concrete pavement, site drainage, drainage and overflow for tank. The largest challenge to the project was to accommodate the needs of the water tower on an extremely small and irregularly shaped site of one acre. Other tasks included coordination with water distribution modeling engineer for design & construction of a 20" water supply main to the site, TxDOT permitting and platting of site through the city of Grand Prairie. Page 3 BROWN & GAY = ENGINEERS Career Summary Mr. Myers has 32 years of experience in all areas of civil engineering, specializing in the planning and design of public works projects. His expertise encompasses the design of water, wastewater, drainage, highway, and marine systems. He has been active in value engineering since 1997 and is trained and qualified to conduct value engineering workshops and studies. Mr. Myers has experience as both a project manager and design engineer on a variety of waterworks projects. He also has extensive experience and a Value Engineering specialist and facilitator across the country for a wide range of Representative Experience- Water Gary R. Myers, PE, CVS Value Engineering Lead Registration Texas PE No. 50246 Education MBA, Business Administration, University of Houston, 1984 BS, Civil Engineering, Purdue University, 1974 Awards SAVE International Presidential Citation, 2012 Miscellaneous Water Plant Improvements, Houston, Texas Mr. Myers provided engineering services for the construction of paving, drainage, and fencing improvements at the Acres Homes, Katy-Addicks, Interwood, Braes UD, and MUD 51 water plants. Accelerated Surface Water Transmission Main (54 -Inch), Houston, Texas Mr. Myers was Project Manager and Civil Engineer for this project which featured 9,300 feet of water main along Westview Drive, including an aerial crossing for the 54 -inch water main at Spring Branch Creek. This $6.1 million project was designed on an accelerated schedule, with a total time of only 5 months from design i kick-off to 100 percent submittal. Southeast Water Distribution Improvements, Houston, Texas Mr. Myers was Project Manager for this study which consisted of a review of the surface water conveyance system required to distribute approximately 200 millions of gallons of water per day. He studied alternative alignments for approximately 20 miles of 48 -inch to 96 -inch diameter water mains across southern Houston, including an environmental assessment addressing wetlands, endangered species, and other potential impacts. Southeast Water Purification Plant (96 -Inch Water Conveyance Main), Houston, Texas As Project Manager, Mr. Myers provided construction phase services including periodic observation, shop drawing review, and technical assistance for construction of the 96 -inch surface water transmission main from the SEWPP to Beamer. This project was built under three construction contracts. Fairdale Water Plant, Houston, Texas Mr. Myers was Project Manager for this water plant project which included two 1 mg water plants, two 1,500 GPM water wells, a booster pump station, yard piping, and site work. Surface Water Transmission Main (30 -Inch and 24 -Inch), Houston, Texas Mr. Myers was both Project Manager and Civil Engineer for this project that featured 11,000 feet of water main along Wayside Drive, Ranger Street, and Pardee Street, and was constructed at a cost of $3 million under the City's Surface Water Transmission Program. As part of the preliminary design, Mr. Myers developed a unique alignment which utilized the median of a 1,000 -foot roadway bridge, saving the city approximately $500,000 and eliminated the need for lengthy coordination with an affected railroad. Em Gary R. Myers, PE, CVS Greens Bayou and Banner Lift Stations, Houston, Texas Mr. Myers prepared a preliminary engineering report that analyzed the need for improvements at five lift stations east of Houston. He developed an innovative manifold system to reduce the need for pump improvements, and recommended numerous operational improvements. Cedar Bayou Wastewater Treatment Plant, Houston, Texas Mr. Myers was Project Manager, for design of 2.1 MGD wastewater treatment plant for the City of Houston. Representative Experience- Value Engineering Program Development Minnesota Department of Transportation Phase 2 Value Engineering Program Mr. Myers was Project Manager for the development of the department's value engineering program, which extended value engineering beyond those projects requiring studies under the FHWA mandate. Included was an inventory of the programs of six selected state transportation agencies and formulation of a draft Phase 2 program including development of a project screening tool. Value Engineering Workshops (Facilitator) Mr. Myers has served as Facilitator for a wide range of projects from Building Construction to Transportation for multiple Departments of Transportation in Texas, Florida, Louisiana, Wisconsin, and Minnesota with contracts ranging from $100 million to over $2 billion. Publications & Awards • SAVE International Presidential Citation, 2012. • "Typical Engineer Learning Styles and their Implications for the VE Workshop," 2011 SAVE International Annual Conference, Portland, June 6-8, 2011. • Seizin the Opportunity: Mn/DOT's Initiative to Go Beyond the Federal VE Mandate," SAVE Value World, Summer 2010. • "Seizing the Opportunity: Mn/DOT's Initiative to Go Beyond the Federal VE Mandate," 2010 SAVE International Annual Conference, San Diego, June 6-9, 2010. • "The Opposite of Rational Isn't Necessarily Irrational; Using Function Analysis and FAST to Understand Decision -Making Heuristics," Joint Meeting of Houston Chapters of PMI and SAVE International, July 14, 2009. • "Risk Assessment — Value Engineering Presentation: Miami Intermodal Center Central Station — Rail Node & East and West Concourses," 2009 AASHTO Value Engineering Conference, San Diego, August 1( - September 3, 2009. • "Value Engineering's Role in Improving the Environmental Process," 2007 AASHTO Value Engineering Conference, Seattle, July 18-20, 2007. • "Getting Value Engineering Out of the Box," 2001 AASHTO Value Engineering Conference, San Diego, July 11-13, 2001. • "Value Engineering, Texas Style," ASCE Texas Section Spring Meeting, South Padre Island, April 15-18, 1998. Page 2 BROWN & GAY = ENGINEERS Career Summary James W. (Jim) Johnson, Jr., PE Quality Assurance/Quality Control Lead — Pump Station Mr. Johnson has over 40 years of professional experience in the planning, design, and construction of water and wastewater projects for municipal and industrial clients. He is experienced in the preparation of plans and specifications for construction of wastewater treatment facilities, lift stations, water supply facilities, water wells, and stormwater pump stations. He has managed more than 30 pump station projects from small booster stations to large capital projects with capacities exceeding 100 MGD. Representative Experience Registration Texas PE No. 83722 Louisiana PE No. 33717 Education BS in Civil Engineering, Clemson University, 1973 Program Management Consultant, San Jacinto River Authority Groundwater Reduction Plan The San Jacinto River Authority (SJRA) is implementing a groundwater reduction plan (GRP) for participants in a SJRA joint GRP per the requirements of the Lone Star Groundwater Conservation District in Montgomery County, Texas. The project includes a new water treatment plant consisting of a Raw Water Intake and Pump Station, a new Surface Water Treatment Plant, and a new High Service Pump Station to convey treated water to various GRP Participants located in Montgomery County. The initial plant capacity is 30 mgd with an ultimate capacity of 120 mgd. The Surface Water Treatment Plant is a membrane plant with conventional pre-treatment and granular activated carbon for TOC removal and taste and odor control. Mr. Johnson provided Program Management for the three engineering consultants designing the plant facilities including coordination with the Construction Manager -at -Risk (CMAR) selected for the project. Mr. Johnson coordinated the pre -construction activities of the three design consultants and the CMAR for an integrated project meeting the SJRA's operational and financial goals. Mr. Johnson directed the design team in preparation of design standards, specifications, drawings and reviews of all documents released for construction. Sokoll Water Treatment Plant Operation and Maintenance Manual Preparation, City of Waxahachie As Project Manager, Mr. Johnson prepared O&M manual for a 20 mgd surface water plant. Plant processes included pretreatment flocculation/sedimentation (iron and manganese), carbon contactors (taste and odor), submerged membrane filtration, UV with peroxide oxidation (taste and odor), chlorine disinfection, and discharge pumping. Alternative Source Study, Harris County, Texas, North Harris County Regional Water Authority As Project Engineer, Mr. Johnson sized facilities, laid out line routings, and developed estimated construction costs for facilities to compare cost of water from different sources. He also prepared spreadsheet models to incorporate costs from Region H and Region L planning efforts, and evaluated impacts. Jersey Village Pump Station, City of Houston As Project Manager, Mr. Johnson designed a 35-mgd pump station with 5 -mg steel ground storage tanks, high service pump station with variable -speed pumps, and chlorination system (pre and post). A transient analysis of the pump station and transmission line was performed, and surge anticipator valves were placed on the plant discharge header for control of surge conditions. James W. (Jim) Johnson, Jr., PE Lake Texana West Delivery System Intake Pump Station Report, Lavaca-Navidad River Authority Project Manager. The project involved preparation of a feasibility study to develop alternatives for improvements to the LNRA pump station located at Lake Texana to increase station reliability, while also increasing the pumping capacity from 40,000 gpm to 70,000 gpm. Several alternatives were developed, and improvements were recommended to the vertical pumping units, station piping, and electrical systems. A detailed transient and hydraulic model was performed for the pump station and associated 100 -mile 78 -inch pipeline. Santa Rosa Water Treatment Plant Expansion, Santa Rosa, Texas Project Manager. This project involved the expansion of an existing treatment plant constructed in 1977. The expansion included a new packaged water treatment unit with a capacity of 500,000 gpd for a total plant capacity of 1.0 mgd. The proposed treatment unit consisted of a flash mixer, flocculator, sedimentation basin, and two gravity filters. The treatment unit was housed in a pre-engineered metal building. Additional transfer pumps were added for transfer of finished water to the clearwell tank. The expanded plant used an alum/polymer blend for flocculation, chlorine dioxide for pre -disinfection, and chloramines for post - disinfection. The project included miscellaneous yard piping, and miscellaneous civil and electrical modifications to facilitate the expansion. Water Supply Plant No. 4, San Jacinto River Authority, The Woodlands Project Manager. This project involved the design of an 18-mgd water supply plant consisting of two onsite groundwater wells (and eight future off-site wells), a 2 -mg prestressed concrete ground storage tank, booster pump building, chlorination system, and interface with the San Jacinto River Authority's existing supervisory control and data acquisition software system. Dos Rios Recycled Water Pump Station, San Antonio Water System, San Antonio j Project Manager. This project involved preliminary and final design of an 18-mgd recycled water pump station including pumps, piping, controls, and chlorination system additions to convey treated wastewater effluent from the Dos Rios Water Recycling Center to the Houston Street Water Storage Reservoir. The three vertical turbine pumps were installed in the chlorine contact basin to avoid construction of a separate structure. Chlorination system improvements were added as well as power and controls. A detailed transient and hydraulic analysis was conducted for the 7 -mile, 30 -inch pump discharge line and surge control devices provided. Jersey Village Pump Station, City of Houston As Project Manager, Mr. Johnson designed a 35-mgd pump station with 5 -mg steel ground storage tanks, high service pump station with variable -speed pumps, and chlorination system (pre and post). A transient analysis of the pump station and transmission line was performed, and surge anticipator valves were placed on the plant discharge header for control of surge conditions. Water System Improvements, City of Navasota, Navasota As Project Manager, Mr. Johnson prepared a potable water system master plan for the City including identification of service areas, determination of domestic and fire demands, water plant improvements, water well supply improvements, distribution system improvements, and elevated water storage tank size and location. He designed two water wells, water plant improvements, distribution system improvements, and 350,000 -gallon elevated water storage tank. Page 2 BROWN & GAY = ENGINEERS Career Summary Douglas W. Baker, PE Quality Assurance/Quality Control —Tank Design Mr. Baker has more than 30 years of engineering experience consulting Texas PE No. 56639 for municipal and industrial wastewater treatment and stormwater Colorado PE No. 33496 projects, as well as heavy industrial construction. Past and current responsibilities include project management and engineering in a wide Education BS in Architectural variety of municipal, land development, stormwater, offshore, and petrochemical projects ranging from Gulf of Mexico jackets and decks Engineering, The University of Texas, 1978 to wastewater treatment plant expansions. Mr. Baker's experience also includes operational troubleshooting and oversight for wastewater and water plant facilities, detailed capital and engineering cost estimates for water, oil, and chemical storage tanks, modifications of industrial waste treatment and stormwater facilities, process piping systems, and associated civil, concrete and mechanical disciplines. Mr. Baker has been involved in the assessment of entire public infrastructure systems, including existing water plants, water distribution systems, sanitary sewer systems, stormwater systems, and roadways. These assessments have included testing of existing water wells for actual available capacity, profiling water wells to determine aquifer/screen quality and flow capabilities, laboratory analyses of produced water, and structural integrity of the well components; determination of service capacity of the water plant based on TCEQ criteria; inspection of ground storage tanks and hydropneumatic tanks for structural and service integrity; inspection of gravity sanitary and storm sewer lines for inflow, structural integrity, and blockages; inspection of water lines and fire hydrants for flow capacity and serviceability; and destructive testing for existing roadways for compressive strength, subsurface soil borings for material verification, and presence of lime stabilized subgrade. Representative Experience - Ground Storage Tanks Experience Ground Storage Tank Rehabilitation, City of Houston, Texas Mr. Baker evaluated the condition and structural integrity of the City of Houston's groundwater storage and elevated tanks. Sizes of the ground storage tanks range from 1.00 mg to 5.00 mg; the elevated tanks range from .500 mg to 1.00 mg. The scope of work for these tanks included evaluating the effectiveness of the cathodic protection and coating systems; structural integrity of all tank components including bottom, shell, roof, and roof supporting structures; and adequacy of venting requirements to prevent catastrophic structural failure in an emergency. Peripheral Shell Vents During the course of evaluating ground storage tanks for the City of Houston, Mr. Baker developed a new set of vents for ground storage tanks that results in better ventilation of the tank head space. The vents are located along the perimeter of the tanks at the top of the shell just below the roof and allow fresh air to sweep across the underside of the roof, which decreases the humidity in the head space and reduces the vapor concentration of disinfection chemicals. The fresh air and reduced chemical vapor concentration provides greater coatings longevity on the internal steel surfaces of the tanks. Ground Storage Tank Repair, Benbrook Water Authority As Project Engineer, Mr. Baker performed an external and internal inspection on an existing 1.5 million gallon capacity, cone roof ground storage tank (82 -foot by 40 -foot shell height). This was an as -built inspection that included ultrasonic thickness measurements of the bottom/shell/roof plates; visual inspection of welding and the coating systems; review of construction inspection reports, including non-destructive inspection (NDE) reports; and inspection of roof repairs to prevent excessive ponding. Due to code deficient welding, he recommended extensive re -welding and x-raying of the structure. Mr. Baker also recommended a Douglas W. Baker, PE new support/wear plate for the center column reinforcing plate at the bottom of the tank. After re -welding and acceptance of the AWWA D100-96 code -required NDE, the tank was repainted with a combination of polyurethane/epoxy coating system. Replacement of Ground Storage Tank, Westlake MUD 1 Mr. Baker performed an inspection on an existing 560,000 gallon capacity, bolted construction, cone roof ground storage tank (55 -foot x 32 -foot shell height). The inspection revealed that the structure contained multiple leaks in both the bottom of the tank and the shell. The center column was supported in an insufficient manner and was near collapse at the time of the inspection. The existing tank was resting on an I earthen foundation within a bolted containment ring. He designed, specified, and secured fixed-price proposals for a new 560,000 -gallon capacity, welded construction ground storage tank (55 -foot x 32 -foot shell height), including a new reinforced concrete ringwall foundation, with a self-supporting dome roof. The district's approval of a self- supporting dome roof for the new tank allowed 100 percent seal welding of the underside of the roof and eliminated all internal roof supports, including roof rafters and roof support columns. It has been his experience that a self-supporting dome (with no internal rafters and columns) greatly reduces future maintenance for ground storage tanks. Replacement of Ground Storage Tank, Harris County MUD 71 Mr. Baker performed an inspection on an existing 338,000 gallon capacity, bolted construction, cone roof ground storage tank (60 -foot by 16 -foot shell height). The inspection revealed that the structure contained multiple leaks in the bottom of the tank and deformities/buckles in the tank shell and roof plates. The interior of the tank revealed the coating system had extensively failed at the top ring and on the underside of the roof. The existing tank was resting on an earthen foundation within a bolted containment ring. Due to the age and the deformities/buckles in the tank shell, he recommended the tank be demolished and replaced with a new tank erected on the existing site. Mr. Baker designed, specified, and secured bids for a new 338,000 gallon capacity, bolted galvanized steel construction, supported cone roof ground storage tank (60 -foot by 16 -foot shell height), including a new reinforced concrete ringwall foundation. A bolted ground storage tank was specified in this instance at the request of the Owner due to financial constraints. ( Improvements to No. 1 Water Plant, Fallbrook Utility District l Mr. Baker specified, designed, and secured bids to expand the existing water plant by adding three 1,200 gpm booster pumps, a 50 kW emergency diesel generator, and a new combination MCC/chlorinator/operator office ( building. During the construction period, it was noted that the existing 420,000 gallon capacity, bolted l ground storage tank (48 -foot by 32 -foot shell height) was leaking along several vertical seams. He performed an external inspection of the existing tank as well as an internal inspection to determine if the structure was j worth repairing/salvaging or should be demolished and replaced. The inspection revealed that the structure was in reasonable condition for a 20 -year-old tank and that a thorough cleaning and painting would extend the life of the structure for another 15 years. Mr. Baker recommended that the existing tank be thoroughly I cleaned and that the internal surfaces be coated with a 100 percent solids epoxy coating system. Clay Road MUD Water Plant Expansion Mr. Baker specified, designed, and secured bids to expand the existing water plant by adding a 500 kW emergency diesel generator, a new combination MCC/Chlorinator building, and two 600,000 gallon capacity, welded steel construction ground storage tanks (57 -foot by 32 -foot shell height) with steel self-supporting roofs. The project included the demolition of the existing bolted steel tanks and the addition of new reinforced concrete ringwall foundations and associated yard piping. The tank roofs were seal -welded internally and externally, and the tanks were coated with a combination polyurethane/epoxy coating system for internal and external duty. Page 2 FrBROWN & GAY m ENGINEERS iiiii Career Summary Dorian French, PE, RPLS, DWRE Pump Station and Ground Storage Tank Design Lead Mr. French has more than 45 years of experience in managing, planning, developing, designing, and constructing water and wastewater facilities, flood control projects, off - channel reservoirs, dams, and tunnels. His responsibilities include master plan studies, conceptual design, feasibility studies, dam safety inspections, estimating, economic evaluations, grant, loan and permit applications, technical specifications for construction methods and process equipment, computer modeling of water distribution systems and wastewater collection systems, flood hydrology, and hydraulic computer modeling. Representative Experience Analysis of Alternatives for Future Water Supply, Town of Flower Mound, Texas Mr. French evaluated and updated the Town of Flower Mound's population and water use projections through the year 2050. The scope of the project included preparation of Registration Texas PE No. 40453 Texas RPLS No. 3241 Diplomats, Water Resource Engineering, American Academy of Water Resource Engineers Education MS in Environmental Health Engineering, The University of Texas at Austin, 1976 BS in Civil Engineering, The University of Texas at Austin, 1970 a report titled "Town of Flower Mound Analysis of Alternatives for Future Water Supply." From existing studies, information, and contracts, he evaluated the Town of Flower Mound's dependable water supply from Upper Trinity Regional Water District (UTRWD) and City of Dallas Water Utility (D)ArU). Mr. French developed life -cycle cost curves comparing alternative water supply sources which included DWU Reuse, DWU Return Flows, DWU Reuse after 2030 Lake Fork Connection, DWU Lake Palestine, Marvin Nichols System excluding Eagle Mountain Lake Connection, Toledo Bend Reservoir System, and Lake Ralph Hall. He made recommendations on future water supply strategies and contracts as well as coordinated and planned with neighboring municipalities. He directed the preparation of the report and developed presentations for city council meetings and public hearings. Waller Creek Tunnel, City of Austin, Austin, Texas Mr. French served as Project Manager and Technical Director for all aspects of this $110 million flood control tunnel. The Inlet Structure, Outlet Structure and Site Facilities are part the Waller Creek Flood Control Tunnel Project. They consist of a 26-, 22-, and 20 -foot -diameter 5,700 -foot -long tunnel with inlet and outlet facilities. The tunnel will be located in geologic formations including Austin (Buda) Limestone, Eagle Ford Shale and alluvium. The project study phase included extensive hydrologic and hydraulic modeling and design for the inlet and outlet structures. Issues addressed in the design include geotechnical investigations and ground treatment in fault zones. Various tunnel alignments and alternate construction methods were investigated, with detailed comparisons made for both construction and life cycle costs. Environmental contamination survey was managed as a part of the project scope. The inlet structure design includes a 60 cfs recirculation pump station to maintain dry weather water quality in the tunnel and in Waller Creek. Floodwater and recirculation water screening systems were also designed. ( The outlet structure includes a 30 cfs dewatering pump station and a recirculation screening system. The scope of work includes conceptual, preliminary and final design with an emphasis on siting, aesthetic treatment in an area intended to serve as a community amenity. The recommended inlet/outlet structures were designed to be integrated into the landscaped parks and other features including an amphitheater, various water features and hike and bike trails. As part of the project, he prepared presentations and conducted public meetings with City of Austin staff. Dorian French, PE, RPLS, DWRE Detailed economic analysis of project life cycle cost various tunneling alternatives were prepared to assist in addition funding acquisition and bond sale. Sixteen watershed build -out scenarios and three Tax Increment Finance District scenarios were analyzed. He projected revenue cash flow and project cost over a 20 -year project bond payback period. The inlet structure design provides both flood control and recirculation functions. Integrated Pipeline Project: 84 -Inch Raw Water Transmission Main Pipeline Design of Section 19-01, Tarrant Regional Water District, Fort Worth, Texas As Project Manager, Mr. French's responsibilities include managing and executing design criteria confirmation (pre -design phase), preliminary design, preparation of final design documents, bid phase services and services during construction phase. He is providing project management of the design of the 20.8 miles of 84 -inch diameter raw water transmission main, which includes management of civil, structural, and mechanical design, geotechnical engineering, construction cost estimating, scheduling, permitting, geographic information systems, document control/information management, risk management, traffic control and erosion control. The Tarrant Regional Water District (TRWD), with the City of Dallas, is currently engaged in planning, designing and implementing a 350 mgd raw water transmission pipeline system from Lake Palestine to Lake Benbrook, with connections to Cedar Creek Reservoir, Richland Chambers Reservoir and a Dallas delivery point, collectively constituting approximately 149 miles of pipeline and five pump stations (three lake pump stations and two booster pump stations). Brown & Gay Engineers is managing and designing 20.8 miles of 84 -inch diameter raw water transmission main, with an estimated construction cost of $170 million. Ennis and Waxahachie Pump Stations Expansion, Tarrant Regional Water District, Fort Worth, Texas Mr. French was the Project Manager for final design and construction phase services for the new booster pump stations, ground storage tank and electrical substation at Ennis Pump Station and the expansion of an existing booster pump station at Waxahachie Pump Station. Tarrant Regional Water District (TRWD) supplies raw water to municipal customers in Tarrant County including the cities of Fort Worth and Arlington. The new Ennis booster pump station has a capacity of approximately 244 mgd with a 13 million gallon flow equalization prestressed concrete ground storage tank. The new pump station consists of six pumps. The Waxahachie booster pump station expanded the current pump station from three to six pumps with an expanded capacity of 180 to 240 mgd. A key component of the project was balancing capital costs, operating costs, flexibility and reliability in the designs. The design for the new pump station and expansion of the existing one included electrical substations, storage tanks, yard piping, pumps, motors and variable frequency drives. Once completed, these booster pump stations allowed the Richland -Chambers pipeline to be interconnected with a parallel pipeline from the Cedar Creek pump station. The new combination of booster pump stations will allow TRWD to adjust the flow of water in both pipelines for peak efficiency, regardless of which reservoir the water is coming from. Construction cost for the expansion was $38 million. Construction was completed in 2008. Lynchburg Pump Station Expansion of System "C" Pumps, Coastal Water Authority, Houston, Texas Mr. French led the team for the preliminary engineering report (PER) on increasing the Lynchburg Pump Station pumping capacity by adding three new pumps. His responsibilities included preparing capacity studies on the existing systems, expansion alternatives for the new pumps, and improvements to the existing facilities. The final recommendation was to install three new pumps with variable speed drives to provide 319 mgd firm capacity. During detailed design, he provided technical oversight regarding pump, VFD and valve selection. Mr. French provided review of project technical specifications for design phase and served as lead of QA/QC team during detailed design. Page 2 Dorian French, PF, RKS, DWRF Dallas Water Utility Future Unconnected New Water Supply Sources, City of Dallas, Texas Mr. French was the Project Manager for the study of 30 water supply alternatives for DWU. He directed preparation and development of spreadsheets with life -cycle cost comparisons and graphics that made the analysis easy to understand by the stakeholders as well as DWU staff. Chief Engineer for the San Antonio River Authority For 15 years, Mr. French served as Chief Engineer, where he supervised and directed the work of the Design, CADD, Surveying, Inspection, Materials Testing and Real Estate Divisions, and the Engineering Computer Operations. Developed and managed CADD and graphics standards for the Department. Administered and controlled the Engineering Department's operating budget as well as all capital project budgets for the Authority. He maintained direct control of all River Authority Engineering Consultants regarding all aspects of engineering on the San Antonio Channel Improvement Project, wastewater system projects, and park and recreation projects. Supervised and directed all phases of planning, development, design, coordination of relocation of all public and private utilities and construction of the San Antonio Channel Improvement Projects. Mr. French coordinated all work of the River Authority, the U.S. Army Corps of Engineers and other local interests regarding the following Channel Improvement Projects: • San Antonio Channel Improvement Project • Piedras (Six Mile) Creek Diversion Channel • San Antonio River Flood Control Tunnel • San Antonio River - South Alamo St. to Nueva St. • San Pedro Creek Flood Control Tunnel • San Pedro Creek - Durango Blvd. to Myrtle St. Mr. French directed the negotiations of contracts and agreements, and supervised the preparation of contracts and agreements for various projects and services between San Antonio River Authority and the following: • City of San Antonio • San Antonio Housing Authority • Texas Department of Transportation • Public and private utilities • State of Texas Antiquities Committee • Consulting Engineers • Bexar County San Antonio River Diversion Structure and Pump Station and Asylum Creek and No Name Creek Channel Rectification, San Antonio River Authority Mr. French was Project Manager directing and supervising design and project control surveys. His work included performing studies, sighting and detailed design, preparation of plans and specifications. He directed and managed architectural exterior details to be consistent with the Missions Historic National theme. The project required close coordination with architects, landscape architects, neighborhood associations and historical preservation societies to develop acceptable solutions. Mr. French directed and supervised solicitation for bids and conducted bid opening. The purpose of this project was to restore the flow of water down the acequia and to repair the acequia where it crossed the creeks. Restoration of the flow of water in the acequia satisfies the oldest water right in the State of Texas with a priority date of December 31, 173 1. The San Juan Pump Station can supply 14 mgd of flow to the San Juan Acequia and 3 mgd to the Symphony Lane Neighborhood. Symphony Lane is located along an old bend of the river and also was isolated as a result of the channelization project. The pump station (17 mgd) consists of two 48 -inch 4.2 mgd screw pumps and one 60 -inch 8.4 mgd screw pump. The screw pumps lift water to the San Juan Acequia and the west side of the river for the Symphony Lane Neighborhood. The pump station can be programmed to deliver variable amounts of water at various pumping schedules. Automatic shut down of the pumps occurs when the water elevation drops to 5 feet above the diversion dam (elevation 545) during flood conditions. The Asylum and No Name Creeks portion of the project provides improved flood control, erosion control and newly constructed earthen berms to improve the flow of flood water as it flows of the acequia. Page 3 • = BROWN&GAY ENGINEERS Career Summary Glenn G. Hughes, PE Pump Station and Tank Design Support Mr. Hughes has 47 years of water and wastewater experience, Registration which has included process design, facility planning, studies, Texas PE No. 63139 specifications, project management, quality control, and Education construction administration. Particular emphasis has been on BS in Civil Engineering, water and wastewater treatment plant design, water supply, The Ohio State University hydraulics, water and wastewater pump stations, stormwater Advanced Pipeline and Treatment systems, distribution and collection systems, and related facilities. Plant Design, His water treatment experience totals 22 projects involving plants The Ohio State University ranging from 2 to 220 MGD capacity. His wastewater treatment plant experience totals 30 projects with all involving influent and ' intermediate pumping. Integral with that work and combined with stand alone installations, he has designed more than 119 water, wastewater, stormwater, and sludge pump stations. Representative Experience Bellaire Pump Station and Water Transmission Lines, North Fort Bend Water Authority, Fort Bend County, Texas Mr. Hughes is responsible for construction phase submittal reviews and operational issues for the Bellaire Pump Station and the water transmission system, including D158 Pump Station operation. The pump station includes six 8 MGD pumps with air cooled electric motors and VFD drives operating at approximately 90 psi. Pump station facilities include a control building with chemical addition facilities, mechanical support, electrical distribution, operator work stations, offices, laboratory facilities, and maintenance and storage facilities. Other facilities designed include vehicle parking, six 5 mg ground storage tanks, yard piping, impressed current cathodic protection system, drainage, stormwater detention pond, perimeter fencing, security system, sanitary sewer and stormwater underground piping, automatic transfer switch, diesel -driven generators, property perimeter video surveillance, and SCADA/PLC Profibus capabilities. The entire facility is linked to a multi -generator, natural gas -driven, standby power network to provide reliability to the six 300 hp vertical turbine pumps. Waller Creek Tunnel, City of Austin, Austin, Texas Mr. Hughes served as Project Engineer and Technical Consultant for various elements of this flood control tunnel project, including preliminary design of the inlet screening structure and tunnel entrance and recirculation pumping and screening system. Several alternative estimates of construction and project cost prepared, and lifecycle cost analyses made to determine most cost-effective arrangement. Inlet and outlet design emphasis was on aesthetic treatment in an area intended to provide community amenities. Mr. Hughes also prepared a staffing plan and an operation and maintenance cost for the overall project, including inlet, tunnel, and outlet systems. The project is currently in design phase in which Mr. Hughes is serving as technical advisor for intervening screening structures, hydraulics, computational fluid dynamics study, physical modeling, and cost estimating. Water Supply Integration Study, Tarrant Regional Water District and Dallas Water Utilities, Dallas and Fort Worth, Texas Mr. Hughes served as Senior Technical Advisor to determine the feasibility of joint development of a new water supply from Lake Palestine by TRWD and DWU and its integration with existing TRWD and DWU supplies and conveyance systems. The study generated a business model that assessed and evaluated the financial feasibility. Conceptual designs were prepared to establish costs and life cycle costs. E_:.l= Glenn G. Hughes, PE Lake Houston Pump Station Evaluation of Pump No. 1 Efficiency, Coastal Water Authority, Houston As Project Manager, Mr. Hughes assisted CWA in the evaluation of Lake Houston Pump No. 1 efficiency. He began by reviewing previous test reports, data, and other historic information and discussing operational issues with CWA staff. Pump operation had reached a point that indicated vibration monitoring was showing need to rebuild the pump. Additional testing procedures were developed and implemented to obtain a wider spectrum of data points to determine current pump efficiency and performance. When results indicated that pump was operating at a fairly low efficiency, an optional impeller was evaluated as to its relative power cost as a replacement of the current impeller under the upcoming rebuilding effort. Hurricane Katrina Recovery, Task Order 20, Department of Navy, USAGE, Plaquemines Parish, Louisiana Mr. Hughes served as Field Group Leader assisting Plaguemines Parish to re-establish existing stormwater pumping capacity and provide temporary pumping to expedite water removal due to the breached levee system. The existing pump station capacities ranged from 48 to 3,600 cfs located at 16 sites along levees protecting the Parish. While the original plan was to place 1,100 cfs of temporary pumping capacity into service for the water removal effort, the high success rate of repairing and returning existing pumping capacity to operation allowed the reduction of temporary pumping to about 500 cfs. Local contractors were employed to provide construction equipment and material and to install and operate the temporary pumping systems. A fuel supply contract was also arranged to transport fuel to pump stations isolated because of flooding, blocked, or washed out roads. Water Supply in Oklahoma, Tarrant Regional Water District (TRWD), Fort Worth, Texas Mr. Hughes served as Senior Technical Advisor working with water attorneys, public relations, lobbyists, and engineers a large team of diverse professional to meet TRWD's goal of obtaining a water supply in Oklahoma. The team assessed the Oklahoma Water Resources Board (OWRB) Water Availability Model (WAM) to determine the quantity of water available to appropriation in each watershed, created detailed WAMs to improve planning decisions, and conducted a preliminary hydrologic yield analysis and lifecycle cost analysis to determine if sufficient water was available at the right price for development in a number of watersheds studied. Richland Chambers Pipeline System High Capacity Expansion, TRWD, Fort Worth, Texas Mr. Hughes served as Chief Engineer for the design of a new 244 MGD booster pump station and electrical substation at Ennis Pump Station and a 244 MGD expansion of an existing booster pump station at Waxahachie Pump Station. The design for the new pump station and expansion of the existing one included electrical substations, storage tanks, yard piping, pumps, motors, and variable frequency drives. The Richland -Chambers pipeline system draws water from the Richland -Chambers reservoir and transports it to the Fort Worth Rolling Hills Water Treatment Plant and other municipalities. The length of the pipeline is over 74 miles of 90 -inch diameter pipe. A custom operations and maintenance manual was also prepared. Sims Bayou Pump Station, City of Houston Project Manager for preparation of plans and specifications for upgrade to 47 MGD firm capacity and renovation of existing potable water pump station. Facilities included three new 11 MGD pumps with variable frequency drives; replacement of two 14 MGD constant speed pumps, replacement of valving and instrumentation; new chlorine storage and feed systems; replacement of electrical, HVAC, and plumbing systems; and associated SCADA system improvements. Construction cost was $4 million. Acres Homes Pump Station, City of Houston Project Manager for preparation of plans and specifications for upgrade to 37.5-mgd firm capacity and renovation of existing potable water pump station. Facilities included complete replacement of pumping equipment and valving, new chlorine storage and feed systems, replacement of electrical, HVAC, and plumbing systems, new variable frequency pump drives, and associated SCADA system. Page 2 BROWN & GAY ENGINEERS Career Summary Douglas Harris, PE Pump Station and Tank Design - Structural Mr. Harris is a civil engineer with more than 35 years of experience working in engineering, construction, and facilities management with expertise in civil infrastructure project management, structural and geotechnical engineering, and complex construction programs. He possesses extensive knowledge of pre -construction planning, design, procurement Registration Texas PE, No. 52548 and contracting for coastal, marine, and water and waste management facilities and has more than 8 years experience in pump station structure and pump station hydraulic projects. Mr. Harris has more than 10 years of experience in stormwater management including emergency preparedness planning for hurricane storm operations and disaster recovery. He has performed numerous planning studies for setting budgets, pilot studies for best available technology, and facility plans for capital improvements that comply with regulatory requirements for water quality and environmental protection. Mr. Harris applies knowledge of laws, codes and agency requirements, management principles, and engineering practice to assure operations achieve customer requirements for quality, safety and regulatory compliance. Mr. Harris' core competency is in heavy civil structures and facilities with expertise in levees, pump stations, pipelines, channels, hydraulic structures and geotechnical construction; structural analysis and design for sheet pile coffer dams, bulkheads, reinforced concrete, foundations, piling and grouting; pump applications and related power and mechanical facilities; and has a working knowledge in the field of materials analysis, sampling and testing, quality control, and pilot studies for hazardous, toxic and radiological materials. Representative Experience As the senior structural engineer in the public works infrastructure division, he oversees structural analysis and designs for all the buildings and supporting structures for the facilities projects involving cofferdams, caissons, piling, piping and equipment foundations for pump stations, water supply projects and wastewater treatment plants. His career includes his position as the District Engineer for Velasco Drainage District, where he supervised $5 million annual maintenance and $40 million capital improvement program for operation of 52 miles of flood protection levee, interior drainage channels and 13 pump stations. He was responsible for reviewing plats, applying development criteria and right-of-way coordination for all development projects within the District and advising the Board of Supervisors regarding design studies for site plans, structural drawings and cost estimates for channels, culverts, pumping stations, bridges, gates and buildings including $30 million Freeport dock and back land development, wave barrier relocation and facility construction at Freeport LNG terminal, FEMA certification for 7 miles of river levee and numerous pipeline facility crossings along the barge navigation canal, interior drainage channels and the Bryan Mound Strategic Petroleum Reserve. Representative Projects Bellaire Pump Station, North Fort Bend Water Authority, Fort Bend County, Texas Mr. Harris conducted construction phase structural and building submittal reviews and modified a STAAD analysis model to resolve contractor RFI interface relating to the overhead bridge crane, structural frame and roof connections. The pump station includes six 8 MGD pumps and three 5 mg concrete ground storage tanks and chemical addition facilities, operator work stations, offices, laboratory facilities, and maintenance shop. Douglas Harris, PE He coordinated the as -built condition of the discharge piping system with prospective changes in pipe supports and designed valve supports that could be installed after the piping was in place. He conducted pre- operational inspections of the electric positioned valves and verified the control logic programmed into the plant PLC relating to valve position, pump status and various alarm conditions pertaining to mechanical equipment, electrical distribution and a multi -generator, natural gas -driven, standby power network. Water Plant Improvements, Harris County MUD 71, Harris County, Texas Mr. Harris designed a new operations building to include laboratory space, accessible office and restroom facilities, chemical storage and renovation of two water storage and pumping plants with new electric distribution and standby generator and conversion upgrade to PLC control for booster pumps, off-site wells, hydropnuematic tanks, and new disinfection system. Hurricane Flood Protection Project, Freeport and Vicinity Interim Line of Protection Old River South Levee at Port Freeport Berth 7, Velasco Drainage District Mr. Harris served as Structural Engineering Lead for project study team using a STAAD model, L -PILE and CWALSHT in evaluating a Plaxis finite element model for analysis of sheet pile failure of a waterfront retaining structure and pile supported tieback for 55 -foot harbor dredging cut. He coordinated plan review of proposed corrective work with geotechnical discipline, consulted on alternative structural evaluation models and prepared review comments for local sponsor's endorsement of proposed modifications submitted to USACE Galveston District under section 408 authority. Sunrise Meadow Subdivision, Fort Bend County MUD 162, Texas Mr. Harris served as Supervising Engineer for 1.70 MGD groundwater production plant including gravel pack water well, ground storage tanks, pressure tanks and high service pump station. Building design and plant layout expandable to 7 MGD for a regional plant and elevated storage tank site. Water well no. 2 offsite well and TCEQ approval of plans and specifications for water well, motors controls and raw water transmission pipeline. Wastewater treatment plant and three collection system lift stations in the 1,000 lot residential subdivision. A.R. Davis Water Treatment Plant Expansion, City of Austin, Texas Mr. Harris was Design Engineer for the 60 MGD expansion of lime softening surface water treatment plant. Structural design of support for large vertical raw water pumps at the Lake Austin intake and drilled pier supported 60 -inch raw water line, plant influent meter tubes, concrete vaults, filter pipe gallery, recycle water pumping plant and building. He designed the lime sludge centrifuge de -watering building with truck loading hopper and the manifold connections and supports for the 1,500 hp electric high service pump. Page 2 BROWN & GAY ENGINEERS Career Summary Parker "Scott" Hutchins, PE Scheduling, Constructibility, and Construction Phase Lead Mr. Hutchins has 32 years of construction and engineering management experience. As program manager, his responsibilities include contract management, construction engineering and inspection, constructability reviews, project staffing requirements, and any additional construction -related services requested by our clients. Mr. Hutchins is proficient in scheduling on a program or project basis including baseline schedules and contractor monthly updates. Representative Experience Registration Texas PE No. 71539 Education BS in Agricultural Engineering, Texas A&M University, 1980 Local Government Project Procedures (LGPP) North Fort Bend Water Authority, Katy, Texas As Program Scheduler, Mr. Hutchins developed a comprehensive Microsoft Project program schedule for the $500 million North Fort Bend Water Authority Surface Water Conversion program. Elements included project management, design production management for transmission line and pump station, ROW acquisition, environmental permitting, MUD coordination, and construction phasing. City of Arlington, Texas, Arlington, Texas As an Owner Representative for the City, Mr. Hutchins developed and maintained a master schedule of all construction projects occurring within the Arlington Entertainment District. He attended numerous coordination meetings related to infrastructure improvements including Cowboys Stadium site work, franchise utility improvements, municipal street, signal, and water and sewer improvements, Glory Park, TxDOT projects, and Johnson Creek Park enhancements. He met regularly with the Mayor, Deputy City Managers, construction managers, team executives, city staff, developers, franchise utility operators, landowners, and interested parties to identify and solve sequencing problems related to work space, event timing, utility relocation, parcel acquisition, and traffic control. The project was completed in August 2008. North Texas Tollway Authority, Plano, Texas As Construction Manager, Mr. Hutchins performed traffic control sequencing reviews, constructibility reviews, developed detailed time determination schedules, bid reviews and plans reviews on numerous projects including the $93 million Lake Lewisville Toll Bridge, $28 million Las Colinas Bridge Rehab, and $950 million Southwest Parkway Corridor. During this same period, Mr. Hutchins served as Project Manager for utility relocations coordination on Lake Lewisville Corridor Sections One and Three. TxDOT North Region, North Tarrant Express Project Oversight, Fort Worth, Texas As Lead Scheduler, Mr. Hutchins analyzed 22 monthly updates and eight major revisions on the $1.7 billion comprehensive developer agreement project in North Fort Worth. The project schedule is used as the basis to justify quarterly payments to the developer for completed activities. Services included identifying added activities and modified relationships, modifications to original durations, logic errors, inadequate scope, schedule of value modifications, and coding errors. The schedule included all aspects of roadway project management, design, ROW acquisition, utility relocation, construction, ITS installation, and tolling components. The initial baseline schedule included a 16,000 -activity resource loaded schedule. This included more than 24,000 activities. OWN Parker "Scott" Hutchins, PE TxDOT Dallas District, Scheduling Services, Dallas, Texas As an extension of staff for the TxDOT Dallas District Construction office, Mr. Hutchins is providing scheduling oversight on multiple roadway projects. He analyzed initial project schedules submitted by contractors, of monthly updates, and time impacts and claims. Recent assignments include the Forney Pass - Through Toll Project where Mr. Hutchins was brought in mid -project to evaluate multiple issues and potential claims as well as work activity documentation that was non-existent. In a matter of weeks, his work was able to identify missing elements and critical issues that allowed the project to resume work with a clear set of priorities. He continues to monitor the monthly updates to ensure that appropriate progress is being made. Kaufman County Law Enforcement Center, Kaufman, Texas As Owner's Representative, Mr. Hutchins was responsible for the $22 million facility construction inspection; program budget; schedule review; testing lab oversight; acquired easements and coordinated design, bidding, and construction management on a 2 -mile long, gas line and 16 -inch water main to jail facility; FF&E Package; and move -in coordination. Municipal Water and Sewer Improvement Construction Inspection, City of Kaufman, Texas Mr. Hutchins managed the construction inspection of CIP phased water and sewer improvement projects. Victory Development/American Airlines Center, Hillwood Development Corporation, Dallas, Texas As Project Manager, Mr. Hutchins managed civil construction contracts for the roads and infrastructure of the 80 -acre Victory Development surrounding the American Airlines Center. Interfaced daily with numerous contractors, engineers, remediation geologists, construction managers, franchise utility representatives, adjacent land owners, and city officials to provide updates, track progress, identify and resolve field construction problems, coordinate the remediation dirt movement plan, coordinate contractor work space, and negotiate change orders. SH 190(PGBT)/DNT, Plano, Texas As Project Engineer, Mr. Hutchins managed the office engineer and survey crews performing quantity tracking, P3 Scheduling, purchasing and field surveying related to construction of four -level TxDOT Interchange. He coordinated all engineering related to construction including signing and sealing plate girder erection plans, crane lift plans, formwork design. Mr. Hutchins tracked and monitored an 11 -foot -diameter drainage tunnel boring operation and cast -in-place concrete form liner. He also obtained blasting permits and monitored all drilling and blasting operations. Willow Creek Dam, 1" Lieutenant, US Army Corps of Engineers, Heppner, Oregon Construction Engineer for the 2 -mile highway relocation of Willow Creek Road, concrete bridge construction, municipal water tank construction, Chase Street water main installation, and construction of the Heppner Dam roller compacted concrete dam. He conducted government inspection on various types of construction including: • 750,000 -gallon prestressed composite shotcrete water storage tank • Municipal water main installation and testing • Roadway excavation and embankment • Prestressed concrete beam bridges • 220,000 -cubic yard dam construction using roller compacted concrete Mr. Hutchins reviewed the water tank and Chase Street water main contractor's as -built drawings and progress payments. He coordinated between Heppner City Water Department and the government contractor to ensure a smooth transition from old water system to new system. He ensured that all deficiency list items were complete or corrected on the Chase Street Water Main contract. He spent 3 weeks in a USACE testing lab conducting concrete compression strength test, aggregate gradations, and concrete quality monitoring. He received certification for operating a nuclear density gauge. Page 2 BROWN & GAY = ENGINEERS Career Summary Mr. Royder has more than 25 years of comprehensive construction inspection and electrical experience on construction/demolition and infrastructure improvement projects. He has experience with site safety and OSHA compliance, change order management, budgeting and cost controls, bidding and estimating, and subcontractor and crew supervision. As a Journeyman Electrician, Sam Royder Construction Inspection Certification Journeyman Electrical License Education Joint Apprenticeship Training School Mr. Royder's responsibilities included completion of electrical projects for various corporations in the Houston area. His experience included networking utilities, fabrication of electrical systems, and a variety of other construction/demolition projects. He has a proven history of being part of on time and on budget project completions. Representative Experience Inspection of Infrastructure Improvement Projects On projects with budgets between $2 million and $277 million, Mr. Royder has been responsible for constant inspection, documentation to include photographs, and reporting of project progress. He verified contractor's compliance with site plans, drawings, notes and addenda. He provided complete documentation for engineers, which are required for final approval of all projects related to pump stations, piping, building construction, roadway illumination, high mast lighting, electrical, toll plaza construction, large bridge structures, bridge decks, drill shafts, traffic rails, detention/retention ponds, civil, subterranean tunnels, RCP pipe placement, foam injection, grouting, riprap, MSE walls, embankment, signing, striping, columns, canopies, underground utilities, sub -grade, and paving. Bellaire Pump Station and Water Transmission Lines, North Fort Bend Water Authority Mr. Royder is currently the BGE Chief Inspector on the $22 million Bellaire Pump Station, which is nearing completion. This project consists of 3-5 mg (prestressed concrete) ground storage tanks; six 5,600 gpm, 300 HP pumps with water cooled VFD drives; a pump control building; three 1,250 Kw backup generators; a stormwater detention pond; paved roads and parking lot; and surrounded by a welded wire security fence. He is responsible for verifying that the general contractor and the subcontractors are constructing the facility in accordance with the engineers plans and specifications. Mr. Royder documents the daily activities with photos and reports which are entered into SharePoint for ready access by the construction management team. He is in constant contact with all engineers by phone, e-mail, or text when an issue arises that needs immediate attention. There are three 5 mg (concrete) ground storage tanks; six 5,600 gpm, 300 HP pumps; a pump building; three 1,250 Kw generators; a detention pond; paved roads; and surrounded by a welded wire security fence. Previous Experience Mr. Royder previous experience included electrical contracting in which he fabricated and installed electrical raceway systems, including EMT, IMC, rigid, plasti-bond, PVC conduit, walker floor, and wall duct. He positioned, installed, and fully assembled power distribution systems, including emergency generator, UPS, main switch gear, panels, J -boxes, wiring, and terminations. He completed duct bank and manhole placement per specifications. Mr. Royder has also established communication systems by installing, operating, testing, and maintaining voice and data telecommunications network circuits, Tl lines, and supporting equipment. Mr. Royder also managed up to 38 employees. BROWN & GAY = ENGINEERS Career Summary Mr. Bradshaw has 14 years of experience related to tank and coating inspection. He heads the development, implementation and maintenance of BGE's storage tank evaluation program for municipalities according to the TCEQ and AWWA standards. Mr. Bradshaw is responsible for the scheduling of the annual facility evaluations with clients, district operators and district engineers. In addition, after gathering and compiling all information, he prepares rehabilitation recommendations. Representative Experience Jason Bradshaw Construction Inspection Registration NACE Certified Coating Inspector Level 3, 2013 NACE Protective Coating Technologist, No. 46927 Four -Hour Fall Protection Training Course, January 2014 Fort Bend County MUD 185, Fort Bend County BGE completed the tank evaluations at the water plant facilities. During the evaluation of the galvanized ground storage tank, Mr. Bradshaw observed that the tank floor had many areas of complete steel penetrations due to corrosion along the floor panels. After discussing a method of repairs and determining what product would be conducive for the project, a plural component product that could seal the penetrations was selected. With a short cure period, the tank could be placed back online quickly to supply the district with its standard water capacity. Three bids were collected and the project was expedited. Mr. Bradshaw evaluated the project during the construction phase, and the tank was repaired and placed back in service. Harris County MUD 33, Tank Evaluations, Harris County BGE completed all of the district's tank evaluations at the water plant facilities. During these evaluations, Mr. Bradshaw identified multiple issues with all four storage tanks. Two tanks had more severe interior issues and required a rehabilitation schedule. Harris County MUD 374, Water Feature, Harris County The district has an onsite water feature with an existing spillover wall that grows algae at a quick rate. The feature had been coated previously and cleaned multiple times. BGE and a coating manufacturer identified an anti -fouling coating system that will slow the growth rate tremendously and reduce future cleaning costs. Professional Affiliations • NACE International Experience 2013 -present Brown & Gay Engineers, Inc. Construction Coordinator 2012-2013 The Carboline Company Technical Sales Representative 2010-2012 AEI Engineering, LLC Senior Project Representative/Company Safety Coordinator BROWN & GAY = ENGINEERS Career Summary Mr. McCullah has more than 30 years as a Registered Professional Surveyor. He supervises office and field surveying and is responsible for all surveying activities for our firm in the north Texas area. His experience includes surveys for engineering design, boundary, right-of-way, horizontal and vertical control, as -built, construction, and topographic surveys. Representative Experience David McCullah, RPLS Survey Registration Texas RPLS No. 4023 Education The University of Texas, 1969-1970 Duck Creek Flood Study, City of Garland, Texas Mr. McCullah performed topo and set control of 4,000 feet of Duck Creek for engineering and study. Drainage Study, City of Dallas, Texas Mr. McCullah performed topo and set control for several small tributaries in the City. Sewer Studies for the City of Alvord, Texas Mr. McCullah performed topo and set control for sewer replacement of old lines, new lines, and for locations of lift stations. He also performed topo of existing sewer plant and staking of expansion. Drainage Study for the City of Fort Worth, Texas Mr. McCullah performed topo and set control for an older part of town that had underground drainage and they were looking at replacing or rebuilding the existing lines. Sewer Replacement for the City of Dallas, Texas Mr. McCullah performed topo and set control for several sites in the City. Street Improvement for the City of Dallas, Texas Mr. McLain was the Project Director for this 10,000 -acre property boundary survey. Cross Creek Ranch (formerly Stern Ranch), Trendmaker Homes Mr. McCullah performed topo and set control for replacement of existing pavement, widening of streets, and new alignments for several projects.. Street Improvement for the City of Plano, Texas Mr. McCullah performed topo and set control for replacement of existing pavement, and widening of streets for several streets. Street Improvement for the City of DeSoto, Texas Mr. McCullah performed topo and set control for replacement of existing pavement, and widening of streets for several streets. Street Improvement for the City of Frisco, Texas Mr. McCullah performed topo and set control for street improvement for Fourth Street west of school. BROWN & GAY = ENGINEERS Career Summary Mr. Martin has 15 years of engineering and project management experience with water resource and land development projects. Areas of engineering planning and design expertise include site and regional hydrology and hydraulics analysis and planning, storm sewer facility design, land development planning and engineering, stormwater pollution treatment and erosion control design and inspection, water transmission main design, pump station layout and design, preparation of contract documents and technical specifications, and preparing engineer's cost estimates. Representative Experience Bryan Martin, PE, CFM Cost Estimation Registration Texas PE No. 94699 CFM No. 2170-11N Education MS in Land Development, Texas A&M University, 2003 BS in Civil Engineering, Texas A&M University, 1998 Overton Woods Watershed Stormwater Improvements Project, City of Fort Worth, Texas Mr. Martin is Project Engineer for the Overton Woods Watershed Stormwater Improvements Project to evaluate the stormwater system located in the Overton Woods subdivision and to recommend improvements and develop construction documents to alleviate localized urban flooding. Analyzed approximately 16,000 linear feet of storm drain conduit (18 -inch to 90 -inch) and 80 inlets, using Infoworks 2D modeling to analyze both the storm drain and surface conveyance systems. Waller Creek Tunnel Outlet Design, City of Austin, Austin, Texas As the Design Engineer, Mr. Martin is responsible for the preparation of final construction plans and specifications for this estimated $15 million Waller Creek Tunnel Outlet project provides a transition from the Waller Creek Tunnel to Lady Bird Lake. Design elements include the transition from the 26 -foot diameter tunnel to the Outlet Lagoon, a 150 -long ogee spillway and apron, 200 feet of 18 -inch storm drain, 200 linear feet of 42 -inch diameter recirculation piping, a wet pond, an irrigation pump station, an access road, dimension control, grading, erosion and sediment control, tree protection, cost estimating, scheduling, preparation of contract documents, and team coordination. Waller Creek Tunnel Inlet Facility and Site Plan, City of Austin, Texas Mr. Martin is the Task Leader for the preparation of a pre -design report and overall site plan for the proposed facilities at the inlet, and Lead Design Engineer for the preparation of construction plans and specifications. The Waller Creek Tunnel project is to provide 100 -year flood protection to the Waller Creek watershed downstream of Waterloo Park in central Austin to Lady Bird Lake and provide water quality and erosion control benefits. Flood control design elements include a morning glory spillway, guide piers, mechanical screens, an in -channel dam and an approach channel. Flood analysis included weir, screen head loss, continuity and HEC -RAS calculations. Project also involves coordination of computational fluid dynamics (CFD) and physical modeling. Waller Creek Tunnel Pump Station Design, City of Austin, Austin, Texas Mr. Martin was Design Engineer for the recirculation design elements and specifications, which included a pump station intake, pre-screening before pumps, wet well, submersible pumps with variable frequency drives (VFDs), fine -screening, overshot gates, isolation valves, stop logs, sluice gates, overall pump station layout, water quality analysis, process development and coordination of supporting electrical, mechanical, structural, acoustic, architectural and landscape elements. The Waller Creek Tunnel project provides debris and odor free recirculation water from Lady Bird Lake to the Waller Creek corridor through downtown Austin. Recirculation occurs through a pump station with depths up to 80 feet below normal ground elevation. Bryan Martin, PE, CFM libb Waller Creek Tunnel Water Redistribution System, City of Austin, Austin, Texas Mr. Martin was Design Engineer for the redistribution system design and specifications. The Waller Creek Tunnel Project provides an intricate water redistribution system which includes open concrete troughs, piping, control weirs and isolation valves. The system supplies between 5,000 to 2,000 gpm of water to a 35 -acre- foot inlet pond, a 160 -linear -foot waterfall, the headwaters of Waller Creek and a flushing system for the Waller Creek Tunnel. Piping design and layout includes ductile iron up to 24 inches in diameter, RCP up to 36 inches in diameter, and HDPE up to 15 inches in diameter. Control weirs include design of an overshot gate up to 5 feet in width. Water Transmission Main Realignment for RM 1431 Crossing, Lower Colorado River Authority As Deputy Project Manager and Design Engineer, Mr. Martin provided engineering services for the planning, design and construction of 850 linear feet of 30 -inch ductile iron transmission main. He evaluated three proposed design alternatives and provided a recommendation during the first phase of the project. He prepared construction plans and technical specifications for the chosen alternative during the second phase of the project. This involved plan, profiles and associated notes and details. The design included steel encasement, thrust blocks, thrust collars, butterfly and combination air release valve replacement and a detail connection sequence. Mr. Martin provided bid and construction phase services during the third and final phase of the project. This involved site visits, field reports, clarifications, interpretations, contract negotiations, review of proposals, requests for information, submittals, disapproval or rejection of work, change orders, review of application for payments, certification of work and providing record drawings. Harris Branch Pkwy/Cameron Road 24 -Inch Transmission Main, City of Austin, Texas Mr. Martin prepared the preliminary report to evaluate alignment and design alternatives, define any required easements and to provide the framework for the design phases. The Cameron Road 24 -inch transmission line project includes the design of approximately 9,400 linear feet of 24 -inch water line to convey water north along Harris Branch/Cameron Road to the north extent of the current City of Austin Certificates of Convenience & Necessity (CCN) service area. Westpark Toll Road Drainage Study, Harris County Toll Road Association, Houston, Texas The 10 -mile HCTRA tollway stretches through a highly developed section of west Houston within the flood - prone Brays Bayou and Buffalo Bayou watersheds. Tasks included information gathering; correspondence with government agencies; identifying storm sewer outfalls; conceptualizing and analyzing detention systems using SWMM, HEC -1, and HEC -2 modeling; and preparing a drainage report. Diversion of Harris County Flood Control District (HCFCD) Unit R102-09-00 to Lake Houston Harris County Flood Control Project to alleviate existing flooding problems through the diversion of floodwaters to Lake Houston. Tasks included sizing HCFCD Ditch G103-51-00 and analyzing effects of diversion on Gum Gully, Jackson Bayou, and Lake Houston using HEC -1 and HEC -2 modeling. Rio Grande Valley Irrigation Districts, Austin, Texas Mr. Martin worked on the team to develop the site plans for the City of Austin Ullrich Water Treatment Plant expansion. Projects involved improving efficiency of water distribution systems through the installation of flow measurement devices and meters, converting canals into pipelines, canal lining and installing automated gates to replace existing manual gates. Page 2 -' c BROWN & GAY ENGINEERS Career Summary Ms. Roath has over 2 years of engineering design and analysis experience. She has 5 years of GIS -based modeling and design experience, including the 2 years of graduate research with an interdisciplinary working group on freshwater sustainability at the National Center for Environmental Analysis and Synthesis. Additionally, she has modeling and design experience in WaterGEMs, Infoworks, HEC -HMS, HEC -RAS, and AutoCAD Civil Jennifer Roath, EIT Registration Texas EIT No. 48676 Education BS in Civil Engineering, Texas A&M University, 2009 MS in Ecological Sciences & Engineering, Purdue University, 2013 3D. Ms. Roath's passion for sustainable water development motivates her to develop new approaches that improve efficiency, quality and accuracy throughout the planning and design process. Representative Experience Water/ Wastewater Capacity Assessment, City of Celina Ms. Roath performed a sewershed analysis and a tank capacity threshold analysis to accommodate 5,000 new connections within the next 15 years for the Wilson Creek Basin. For the adjacent Doe Branch Basin, Ms. Roath analyzed the existing sewer main to assess the number of additional upstream connections. Her approach identified when specific pipe sections would exceed capacity as projected flows increase providing a timeline for planning efforts. Ms. Roath also updated the existing citywide WaterGEMs model to incorporate projected annual growth in order to analyze the existing pump stations, existing and proposed elevated storage, and pipeline sizes. Her alternative scenario approach determined a minimum capital improvement requirements timeline. Stormwater Program Management, City of Fort Worth Ms. Roath provides engineering technical assistance for the City and their subconsultants. Ms. Roath utilized a GIS based approach to convert infrared aerial imagery into a seamless, citywide impervious cover layer. She furthered the stormwater asset management efforts by enhancing existing models and creating new models to assess stormwater infrastructure performance in order to prioritize planning efforts. Using InfoWorks ICM, Ms. Roath updated the citywide 2D models that identify flood hazard areas. Midlothian Balancing Reservoir, Integrated Pipeline Project Ms. Roath performed the stormwater runoff calculations and created the drainage sheets for the reservoir construction drawings. Part of the drainage design included sizing a ditch to redirect stormwater around the site. In addition to the stormwater design, Ms. Roath also led the effort to size the on-site sewage facility meeting TCEQ standards. Indian Creek Erosion Control Study, City of Carrolton Ms. Roath integrated both GIS and CAD based data into the HEC -RAS and HEC -HMS models. These models were used to analyze the existing erosion problems before assessing proposed solutions. She also provided assistance during the field investigation and data collection process. Spill Prevention, Control, and Countermeasure (SPCC) Plan, University of North Texas Ms. Roath provided essential data management techniques to the asset inventory and planning efforts for the University of North Texas' updated SPCC report and maps. As the only team member with GIS experience, she led both the database update efforts and exhibit generation for the report submittal. Jennifer Roath, EIT Human Impacts on Freshwater Sustainability White Paper, National Center for Environmental Analysis and Synthesis (NCEAS) As a member of a NCEAS working group, Ms. Roath used a GIS and scripting based approach to model hydrologic data refining the nationwide water stress metric in order to analyze variability in nested spatial scales. The team combined her model with resource economic indicators, water policy frameworks, population demographics, and additional climatological datasets to further investigate water stress. Professional Affiliations • Member of AWWA • Member of ASCE, Education Co -Chair Dallas Chapter • Member of the Junior League of Dallas Experience 2014 -present Brown & Gay Engineers, Inc. Engineer in Training 2013-2014 Nathan D. Maier Consulting Engineers Design Engineer 2009-2010 Freese and Nichols, Inc. Coop/Intern Page 2 V.K. Gupta, PE Electrical/I&C/SCADA - Quality Assurance/Quality Control Mr. Gupta has almost 40 years of planning, design and construction management experience. His experience includes electrical, instrumentation/controls, SCADA system design for water and wastewater treatment plants, lift stations, and pump stations. He started GAI consulting company about 13 years ago after having worked almost 20 years for CDM, URS, and Forest & Cotten. He has worked as a consulting engineer for his entire career and has functioned as the senior electrical engineer for projects in various states. Some of Mr. Gupta's key responsibilities include: i President of a stable, reliable company that has been running under his supervision for the last 15 years. Personally oversees the quality assurance and quality control for both the Dallas and Houston, Offices. Some of Mr. Gupta's recent projects have included: CITY OF DALLAS EASTSIDE WTP TRANSFER PUMP STATION City of Dallas Water Utilities 1 405 Long Creek Rd. I Sunnyvale, TX 75182 2005 - 2011 Mr. Gupta was the lead design engineer for the project. The project consisted of a 540 MGD transfer pump station for the Dallas East Side Water Treatment Plant. The pump station consists of space for eight 3000HP pumps at 4160V. The project included report, design, and construction phases. Phase 1 included installing four water cooled motors and four variable frequency drives. The incoming power distribution design included individual transformers for each VFD and a distribution system which could be converted to 13.2kV in the future. The design included control valves, vibration monitoring and all associated PLC controls and SCADA interfaces. In addition the pump station also houses eight pumps for wash water and plant water services operating at 4160V CITY OF FORT WORTH RAW WATER PUMP STATION AND INTAKE FOR EAGLE MOUNTAIN WTP City of Fort Worth Water Utilities 112200 Old Weatherford Rd. I Fort Worth, TX 761081 2008 - 2012 Mr. Gupta was the lead design engineer for Phase 1 and Phase 2 Raw Water Intake and associated pump station. The project included gate structures and associated controls for the intake structure in the lake and pump stations. The Phase 1 pump station included two 1500HP and two 2250HP pumps. Two of these pumps are on 4160V VFDs. Phase 2 included pumps rated at 2250HP operating on 4160V soft starters. The electrical distribution at the pump station includes captive, individual transformers to provide greater reliability and operational flexibility. GUPTA AND ASSOCIATES TEAM I V.K. Gupta, PE PRESIDENT Specialization: Electrical / Instrumentation Office Location Gupta & Associates 13717 Neutron Road Dallas, Texas 75244 Education M.S. Electrical Engineering, Southern Methodist University, 1977 B.S. Electrical Engineering, Delhi College of Engineering, 1974 Professional Registration PE —TX PE —10 other states Professional Associations International Society of Automation IEEE W EAT Year Career Started 1974 Year Started Gupta & Associates 1998 Base of Operations GAI's Dallas Office George Luke, PE Electrical, Instrumentation and Control, SCADA Lead Mr. Luke professional engineering and project management extends over 30 years. Many aspects of his experience include electrical and controls engineering with an extensive background in domestic and international projects. His areas of specialty include oil/gas operations, semiconductor manufacturing, and water/wastewater facilities. Some of Mr. Luke's key recent responsibilities have included: I George is the engineering manager at GAI overseeing an immediate staff of ten PEs, seven project engineers, seven other technical professionals, and various administrative staff. I George takes on project management responsibilities for various electrical distribution and controls or instrumentation and controls projects. 1 George handles various client management responsibilities as well. Some of Mr. Luke's recent projects have included: TRWD IPL LAKE INTAKE PUMP STATIONS Tarrant Regional Water District 1 808 East Northside Drive I Fort Worth, Texas 76012 The Integrated Pipeline (IPL) project is a partnership between Tarrant Regional Water District and the City of Dallas. It consists of approximately 150 miles of pipe, delivering raw water from east Texas into the D/FW area. GAI is responsible for the design of the electrical systems for the intake pump stations at three different lakes. These three pump stations are sized to provide up to 350 million gallons per day, and feature motors up to 4000HP, with five to seven pumps at each location. All motors are powered via variable frequency drives. George provided QC Review on this project. TRA MURPHY DRIVE PUMP STATION The Trinity River Authority of Texas 111201 Trinity Blvd I Euless, Texas 76040 This project provided the connectivity for an existing portable emergency generator to supply a wide combination of both 480V and 2400V pumps at the Murphy Drive Pump Station. This provided greater pumping capability and flexibility during power failures. It included the installation of two medium voltage 5kV,1200A outdoor pad -mounted switchgear units. These were interconnected to the existing power company pad -mounted transformers and the existing pump station switchgear. It included the installation of a generator quick connection cabinet and connections to the pad -mounted switchgear. It included the installation of a 3750kVA step-up transformer to take generator 480V power and step it up to 2400V. It also replaced the existing Motorola Moscad RTU with a new Motorola ACE RTU. George served as the overall PM for this project. GUPTA AND ASSOCIATES TEAM I GEORGE LUKE, PE ENGINEERING MANAGER Specialization: Electrical & Instrumentation and Controls Office Location Gupta & Associates 13717 Neutron Road Dallas, Texas 75244 Education B.S. Electrical Engineering, University of Texas, Austin, 1981 Professional Registration PE -2007, NE PE —1986, TX Professional Associations IEEE - PES W EAT Year Career Started 1981 Year Started with Gupta & Associates 2009 Base of Operations GAI's Dallas Office Sophi Feng, PE, LEED AP BD+C, CEM, CEA Energy Efficiency Ms. Feng has over 20 years of building mechanical engineering experience from the conceptual design to the construction completion for various types of facilities including municipal, commercial, microelectronics, pharmaceuticals, bioscience, aerospace, general manufacturing, detention and federal facilities. She is familiar with codes/ standards including IBC/IMC/IFC, NPFA series, and ASHRAE Standards, etc. She is proficient in various software packages including eQUEST and EnergyPlus for full-scale energy modeling, Elite HVAC and Carrier HAP for HVAC load calculation, and AutoCAD. Some of Ms. Feng's recent responsibilities include: -1 Ms. Feng is joining GAI now after having an impressive career at other firms. Her project examples below are from her experiences prior to joining GAI. Her responsibilities previously included leading mechanical design and bidding/construction supports, quality control of the group's design products, hiring and supervising staff engineers, and miscellaneous sales supports including proposal development, budget estimate, and client presentation and interview. Some of Ms. Feng's recent projects have included: SOUTHERN DELIVERY SYSTEM RAW WATER PUMP STATIONS Denver, Colorado Ms. Feng led the HVAC design for three large pump stations and electrical rooms which houses seven to eight 2,000-3,000 HP VFD's with intense heat generation. For the electrical room, the dedicated outside air -handling units were designed not only to meet the indoor environment requirement, but also to optimize energy performance by utilizing the air -side economizer and integrated remote PLC controls. NASA STENNIS SPACE CENTER Mississippi Ms. Feng led the HVAC, plumbing and fire protection design of the NASA Stennis Space Center project. The HVAC design includes replacing existing central cooling and heating systems with two 250 -ton high efficient water- cooled centrifugal chillers, cooling towers, and two 2.0 MMBTUH boilers. Performed energy modeling using eQuest and life cycle cost analysis to facilitate HVAC system design to achieve 30% energy cost reduction compared with ASHRAE 90.1-2007. GUPTA & ASSOCIATES TEAM I Sophi Feng, PE, LEED AP BD+C, CEM, CEA SENIOR ENGINEER Specialization: Mechanical Engineering Office Location Gupta & Associates 13717 Neutron Road Dallas, Texas 75244 Education M.S. Mechanical Engineering, Oklahoma State University, Stillwater OK, 1999 B.S. Mechanical Engineering, Hunan University, China, 1993 Professional Registration PE—AR PE—CO PE — KS PE — LA PE—MS PE —TX PE—WY Professional Associations �ASHRAE Year Career Started 1993 Year Started with Gupta & Associates 2015 Larry Reynolds, PE Instrumentation and Control, SCADA Mr. Reynolds has more than 30 years of planning, design and construction management experience. His experience includes instrumentation and process control, system integration, and both computer and conventional analog instrumentation. He has studied, designed, integrated, implemented and installed field instrumentation and Supervisory Control and Data Acquisition (SCADA) computer systems in the water/wastewater and transportation industry. He has served as project manager, resident I&C inspector, and instrumentation and control engineer for numerous municipal projects. Some of Mr. Reynolds' key responsibilities include: -I Larry is leading the Instrumentation and Controls (I&C) group within Gupta and Associates. J Larry reviews I&C design plans and construction specifications, develops control narratives, and performs site inspections during construction. Some of Mr. Reynolds' recent projects have included: TRINITY RIVER AUTHORITY (TRA) — MULTIPLE SCADA PROJECTS TRA General Office 15300 S. Collins) Arlington, Texas 76018 1 Mr. Reynolds was responsible for I&C design and construction services for multiple Trinity River Authority projects. These include the CRWS Screen Phase 2 Project, the Ten Mile Creek RWS Basin Services Project, and Mountain Creek MC -413 Project. His responsibilities included preparing process control descriptions, process loops, specifications, process and instrumentation drawings, reviewing contractor submittals, and performing general construction services including client and contractor workshops. DWU BACHMAN WATER TREATMENT PLANT WATER QUALITY IMPROVEMENTS PROJECT City of Dallas Water Utilities 1 2605 Shorecrest Drivel Dallas, Texas 75235 Mr. Reynolds is leading the design team for this project that includes instrumentation and control improvements to the Raw Water, Sedimentation Basins, PLC upgrades to the filters, addition of a new filter backwashing pump station, addition of a new Clearwell No.1, solids handling lagoons, chemical systems, and improvements to the Head House analyzer instrumentation. SENIOR ENGINEER Specialization: Instrumentation and Controls Office Location Gupta & Associates 13717 Neutron Road Dallas, Texas 75244 Education B.S. Aerospace Engineering, University of Texas, Arlington, 1983 Professional Registration PE — TX, 2006 Professional Associations International Society of Automation (ISA) Water Environment Association of Texas (WEAT) Year Career Started 1983 Year Started with Gupta & Associates 2013 Base of Operations GAI's Dallas Office DWU EASTSIDE WATER TREATMENT PLANT FLOCCULATION AND SEDIMENTATION BASIN IMPROVEMENTS PROJECT City of Dallas Water Utilities 1 405 Long Creek Roadl Sunnyvale, Texas 75182 Mr. Reynolds is leading the design team for this project that includes Instrumentation and Control Improvements to the Basin PLCs in addition to new instrumentation improvements. GUPTA AND ASSOCIATES TEAM I Larry Reynolds, PE William D. Sako, PE SENIOR Some of Mr. Sako's key responsibilities include:. ENGINEER Electrical, Instrumentation and Control, SCADA - Tank Design Specialization: Mr. Sako has more than 36 years of planning, design, and construction management experience. His experience includes electrical system design for water and wastewater treatment plants, lift stations, industrial plants, high p p g voltage lift stations, power distribution, and Instrumentation and Controls. High Voltage Office Location Gupta & Associates 13717 Neutron Road Dallas, Texas 75244 ARLINGTON GREEN OAKS PUMP STATION City of Arlington 13312 SW Green Oaks Blvd I Arlington, TX 76017 12011 This is a booster pump station for transferring water between pressure planes in Arlington. It consists of four 480V pumps and three 4160V pumps. The pump station was repurposed, and along with the piping modifications, the complete electrical system was replaced, moving all electrical equipment into a separate (new) electrical room. A preliminary engineering report and approximately 30% design effort was performed for this project, but this project was not constructed, as modifications to the high service pump station at the Pierce Burch WTP were made to include the functionality of pumping to either pressure plane. GAI contributed to the Preliminary Engineering Report. Bill served as the PM on this project for GAI. GUPTA & ASSOCIATES TEAM I William D. Sako, PE Education Some of Mr. Sako's key responsibilities include:. B.S. Electrical Engineering, Rose- Bill has multiple degrees of experience. He has extensive experience with Hulman Institute of Technology, Terre 15kV substations as well as the associated distribution and utilization Haute, IN, 1974 equipment. Bill serves as a senior electrical engineer at GAI, leading multiple projects, Professional Registration mentoring younger engineers, and taking on Client management PE—AR, 2004 responsibilities. PE - N 9835 Some of Mr. Sako's recent projects have included: PE — IA, 2008 PE — KS, 2005 PE — KY, 1985 ARLINGTON JF KUBALA WTP HIGH SERVICE PUMP STATION REWIRE PE — MS 2006 City of Arlington 17001 US Highway 287 1 Arlington, TX 76001 1 2012 PE — MO, 2007 PE — NE, 2010 GAI provided the electrical distribution and controls design for the rewiring PE — NM, 2006 PE — NC, 1994 of the existing JF Kubala WTP HSPS. This facility consists of six PE — OK, 2005 pumps ranging in size from 500HP to 1000HP. These are controlled with a variety PE—TX, 2004 PE—VA, 2011 of motor controllers, VFD, RVSS, and FVNR, and these are served from three separate sets of 4160V switchgear. The wiring that connected the High Professional Associations Service Pumps with its associated switchgear was routed through a concrete WEAT trench that had reliability as well as code problems. The rewiring took place - IEEE in six steps since no more than one pump could be down at any particular Year Career Started time. A power study was done for the switchgear affected by this project as 1974 part of a different ongoing project being done for the client at the same time as this. Bill served as the overall PM on this project as GAI served as the Year Started with Gupta &Associates prime consultant. 2010 ARLINGTON GREEN OAKS PUMP STATION City of Arlington 13312 SW Green Oaks Blvd I Arlington, TX 76017 12011 This is a booster pump station for transferring water between pressure planes in Arlington. It consists of four 480V pumps and three 4160V pumps. The pump station was repurposed, and along with the piping modifications, the complete electrical system was replaced, moving all electrical equipment into a separate (new) electrical room. A preliminary engineering report and approximately 30% design effort was performed for this project, but this project was not constructed, as modifications to the high service pump station at the Pierce Burch WTP were made to include the functionality of pumping to either pressure plane. GAI contributed to the Preliminary Engineering Report. Bill served as the PM on this project for GAI. GUPTA & ASSOCIATES TEAM I William D. Sako, PE It's not about the building, It's about the people. David G. Duman, AIA Architect Certification: TX Architectural Registration #14305 Client & Project Experience -1 Carrollton Northern Pump Station 4 Carrollton Animal Shelter -0 Lewisville Animal Shelter -1 Farmers Branch Animal Shelter 4 Waco Filter Control Bldg & Pump Station Renovations -1 Rockett Special Utility District 4 Acton Municipal Utility District -1 Johnson County Special Utility District 4 Allen Service Center 4 Frisco Public Works / Service Center 4 Haltom City Service Center 4 Fort Worth North Service Center -0 Richardson Service Center 4 Burleson Service Center Mr. Duman, who has been a registered architect for over 28 Wears and is a principal of Quorum Architects, Inc., is a trusted advisor within the Municipal / Public Works community. He has served as Principal -in -Charge / Project Manager on over 200 municipal & governmental projects which have included feasibility studies, program development, master planning, needs assessments and architectural design. These projects include large and small, ground -up facilities as well as renovations and expansions to existing facilities. With this first-hand experience and knowledge he has developed, Mr. Duman is a true asset to any client. Mr. Duman is responsible for the direction and scheduling of the architectural Design Team and can assist the client in developing public awareness for their new facilities. Another invaluable service Mr. Duman provides includes building consensus among multiple departments, teams, and organizations, through facilitation of multiple meetings in order to get everyone's buy -in before moving forward with Design. 4 DeSoto Service Center Mr. Duman will serve as the Architect on this project. -1 Farmers Branch Service Center Direct Line: 817-546-6315 -1 Fort Worth Water Department Field E-mail: davidd@qarch.com Operations Facility Quorum Design. Spaces_ People_ 707 W Vickery Blvd Suite 101 Fort Worth Texas 76104 USA ph 817 738 8095 (x 817 738 9524 1 garch.com ReaM E:r1ESIt-IEE=RII--IG GROUP GEOTECHIJICA.L AND ENVIRONMENTAL CONSULTANTS RONALD F. REED, PE GEOTECHNICAL ENGINEERING LEAD EXPERIENCE 1988 - Present Reed Engineering Group, Ltd., Dallas, Texas President, Principal Engineer Serves as project and principal engineer for numerous geotechnical and geological projects, including a 450,000 sf facility for Sherwin Williams; aircraft maintenance hangars at Dallas/Fort Worth International airport for American Airlines; an 850,000 sf facility for Blockbuster Video; 22 to 30 story high-rise structures in Dallas and Houston; and levee projects for the Cities of Garland and Arlington. Specialized studies include: slope stability analysis on the criblock walls at Fair Park; rock slope analysis along White Rock Creek; slope analysis on a distress marine dock for the Port of Orange, Orange, Texas; and ground water movement in both saturated and unsaturated conditions. 1978-1988 Rone Engineers, Inc., Dallas, Texas Advanced from Staff Engineer to Senior Vice President As Senior Vice President managed 16 personnel and was responsible for hiring, training, engineering. Managed profit and loss for the Dallas geotechnical engineering division, with annual sales in excess of 1.2 million dollars. Wrote over 1,500 investigative reports and supervised over 4,000 projects of all types including department stores; shopping centers; highways; bridges; airport pavements; high-rise buildings; landfills; and dams. Specialties include: distress analysis; use of soil/structure interactive programs; definition/mapping of unconfined groundwater; and in-situ testing methods. Developed the trench safety program for the Trinity River Authority of Texas, and served on the panel which developed the City of Dallas' trench safety program. 1976-1978 Pittsburgh Testing Laboratory, Dallas, Texas Engineer In Training Conducted basic soil investigations and foundation analyses on small to medium sized projects in the Dallas/Fort Worth area. Supervised construction inspection for South Texas nuclear power plant in Bay City. AWARDS • John B. Hawley Award for Technical Paper of Outstanding Merit. Presented by the American Society of Civil Engineers, Texas Section. 1994. • Outstanding Young Engineer of the Year. Presented by the Texas Society of Professional Engineers. 1983. PUBLICATIONS (SINCE 2002) • "Allowable Bearing Pressure Within Unsaturated Soils" Reed, R.F., Presented to Texas Section, ASCE, March, 2012. 1/REED ENGINEERING GROUP, LTD. RONALD F. REED, PE I • "Alternative Subgrade Design for Pavements in Expansive Soils" Reed, R.F., Presented to Texas Section, ASCE, April, 2011. • "Lessons Learned from Distress of Foundations on Expansive Clays in the Active Zone" Reed, R.F., Tand, K.E., Vipulanandan, C., Presented to ASCE, "Geo -Frontiers 2011 ", Dallas, Texas, March, 2011. • "Predicting Soil Suction Profiles Using Prevailing Weather. " Reed, R.F., Fall, 2009, Proceedings of ASCE Texas Section Meeting, Houston, Texas. • "Alternative Earthwork Procedure for Expansive Soils." Reed, R.F., 2006. ASCE Specialty Conference, Phoenix, Arizona. • "Effect of Environmental Changes on Depth of the Active Zone." Reed, R.F., 2005. Proceedings of ASCE Texas Section Meeting, El Paso, Texas. • "The Role of Soil Suction in the Performance of Clay Fill." Reed, R.F. and Pandey, K.K., 2003. Proceedings ofASCE Texas Section Meeting, Dallas, Texas. • "Alternative Earthwork Procedure for Expansive Clay." Reed, R.F., 2002. Proceedings ofASCE Texas Section Meeting, Waco, Texas. REGISTRATION • Registered Professional Engineer, State of Kansas, #15721. • Registered Professional Engineer, State of Louisiana, #28619. • Registered Professional Engineer, State of Oklahoma, #18538. • Registered Professional Engineer, State of Texas, #48174. EDUCATION • University of Texas at Arlington, Arlington, Texas iMaster of Science in Geotechnical Engineering, 1980 • Syracuse University, Syracuse, New York 1 Bachelor of Science, Magna Cum Laude, in Civil Engineering, 1975 • State University of New York at Syracuse University, Syracuse, New York Bachelor of Science, Magna Cum Laude, in Forest Engineering, 1971 MILITARY SERVICE United States Army, Lieutenant, Infantry, 1971 - 1974 2/REED ENGINEERING GROUP, LTD. F=qEEO E:rILII-IEEFgIrlG 0F10UF= GEOTECHIJICALAND ENVIRONh1ENTAL CONSULTANTS FORREST WHITNEY SMITH, PE, PG GEOTECHNICAL ENGINEERING SUPPORT EXPERIENCE 1989 - Present Reed Engineering Group, Ltd., Dallas, Texas Vice President, Senior Geotechnical Engineer Manage a staff of five geotechnical engineers and engineering geologists, as well as Reed Engineering Group's drilling department. Manage engineering geologic and geotechnical investigations, specializing in the areas of landslide stabilization and erosion control/slope stabilization along urban streams. Served as project manager for geotechnical investigations in Texas, Arkansas, Colorado, Pennsylvania, Venezuela, Mexico, and British West Indies. Projects include: geotechnical investigation for a commercial satellite launch facility, Sombrero Island, Anguilla; evaluation of frozen -soil -related heave, Fleming Freezer Building, Huntingdon, Pennsylvania; design and safety evaluation of earthen dams; rock and soil slope stability studies, landslide investigations, and geologic studies for development along the "White Rock Escarpment" in Dallas; down- hole geophysical studies for design of geothermal heat pump systems; delineation of unidentified landfill cells using surface geophysical techniques; forensic investigation of a failed soft -ground tunnel; ground -water characterization of landfills; geotechnical investigations for bridges, airport hangars, high-rise buildings, schools, single- and multi -family residential developments, office/warehouses, retail buildings, churches, and other multi-purpose structures. Co -inventor of a composite gabion retaining structure for stabilization of high stream banks in limited access environments. 1988-1989 Rone Engineers, Dallas, Texas Project Engineering Geologist Performed field and office studies including resistivity and groundwater monitoring of landfills; forensic investigations of distressed structures on expansive soils; trench safety studies; geotechnical investigations for multi-purpose structures; and construction materials resource evaluations. 1985-1988 Mason - Johnston & Associates, Inc., Dallas, Texas Staff Engineering Geologist Mapped and monitored deep excavations. Performed projects involving slope inclinometers, tieback load cells, extensiometers and vibration monitoring. Major Projects: engineering geologic evaluation of high-rise and multi-purpose structures; investigation and in-situ testing for the subway portion of DART system; managed investigation and prepared geologic report for DART City Place Station, which involved evaluation of the impact of a weak bentonite seam above the station invert and a thickened, weathered zone associated with faulting; participated in the development of the geologic portion for the Texas Super Conducting Supercollider site. I/REED ENGINEERING GROUP, LTD. FORREST WHITNEY SMITH, PE, PG AWARDS • Outstanding Engineering Geologist of the Year. Presented by the Texas Section of the Association of Engineering Geologists. 1995. PUBLICATIONS • "State of the Art in Slope Analysis." Smith, F.W. 1993. Field Trip Guide Book, Anatomy of a Growth Corridor: Geology, Environment and Engineering Along I-35 Between Dallas and San Antonio. Proceedings of AEG Annual Meeting. San Antonio, Texas. • "Structurally -Controlled Block Slide in a Cretaceous Clay Shale." Smith, F.W. 1990. Proceedings of AEG Annual Meeting. Pittsburgh, Pennsylvania. • "Stratigraphic Variability of the Manning Formation Exposed in the Lake Somerville Emergency Spillway Channel." Smith, F.W. 1987 Field Trip Reference Book: Selected References Pertaining to the Geology and Hazards of Part of Central Texas. Texas A&M University. College Station, Texas. REGISTRATION • Registered Professional Engineer, State of Texas, #85658. • Licensed Professional Geoscientist State of Texas, #46. • Registered Professional Geologist, State of Wyoming, #3037. • Registered Professional Geologist, State of Arkansas, #1614. PROFESSIONAL SOCIETIES AND ACTIVITIES • Member, Association of Engineering Geologists (AEG) - Chairman, AEG, Texas Section - 1994 - 1996 - Secretary, AEG, Texas Section - 1992 - 1994 - Annual Meeting Committee (36th Annual Meeting) - 1992 - 1993 - Editor, AEG, Texas Section Newsletter - 1990 - 1992 • Member, Geological Society of America • Member, Geoinstitute of ASCE • Member, Texas Society of Professional Engineers (TSPE) • Member, National Society of Professional Engineers (NSPE) EDUCATION • Texas A&M University, College Station, Texas Bachelor of Science in Engineering Geology, 1985. • Short Course, San Antonio, Texas "Safety Evaluation of Existing Dams." AEG 36th Annual Meeting. 1993 • Short Course, Williamsburg, Virginia "Rock Slope Stability." AEG 37th Annual Meeting. 1994. 2/REED ENGINEERING GROUP. LTD. Resume ENGINEERING Kenneth E. Atkins, PE DYNAMIC S INCORPORATED Vibration and Noise Testing Lead Engineering Dynamics Incorporated �.S. Engineering Science, Trinity University, 1978 (University Scholar) Registered Professional Engineer in Texas Mr. Atkins spent three years as a Research Engineer in the Applied Physics Division of Southwest Research Institute. While at SwRI, he gained experience in computer modeling and field troubleshooting of a wide range of machinery vibration problems. He is experienced in performing lateral and torsional critical speed analyses, rotor stability analyses, reciprocating engine/compressor dynamic evaluations as well as foundation and structural analyses using finite element methods. His field experience includes troubleshooting vibration problems associated with piping, structures, and foundations as well as various rotating equipment problems such as non -synchronous instabilities, field balancing, lateral and torsional critical speeds and blade failures in steam and gas turbines, centrifugal compressors, and large fans. In 1981, Mr. Atkins joined Exxon Chemical Americas as a machinery engineer in the Engineering Specialist Section of the Baytown Olefins Plant. He was responsible for providing technical support to the plant for rotating equipment ranging in size from general-purpose pumps to 40,000 hp steam turbine -driven compressors. While with Exxon, he was actively engaged in the use and enhancement of computer based machinery health monitoring systems. In 1982, Mr. Atkins co-founded Engineering Dynamics Incorporated (EDI). He is responsible for engineering consulting projects in the areas of rotor and machinery dynamics as well as structural dynamics and piping vibration. He has extensive experience involving both analytical studies and field measurements including turbo machinery, reciprocating machinery, and structures. EDI provides consulting engineering services to most of the major OEM's and end users in the energy industry. Mr. Atkins has authored several technical papers in the areas of rotordynamics, piping and structural dynamics. He has lectured frequently at the Texas A&M Turbomachinery and Pump Symposia including both tutorials and short courses on machinery and piping dynamics. He also presents various topics on piping and machinery vibration at EDI's annual seminar on rotating and reciprocating machinery dynamics. Professional Chronology 1978-1981 1981-1982 1982-1986 1986-1994 i 1995 —2004 f 2004-2014 Memberships Research Engineer, Southwest Research Institute Machinery Engineer, Exxon Chemical Americas Project Engineer, Engineering Dynamics Inc. Senior Project Engineer, Engineering Dynamics Inc. Senior Staff Engineer, Engineering Dynamics Inc. Manager of Field Engineering Services, Engineering Dynamics Inc. American Society of Mechanical Engineers ASME Committee OM-S/G Subgroup on Piping Texas Society of Professional Engineers API Committees for 618 and RP 688 Texas A&M Turbomachinery Symposium Advisory Committee Engineering Dynamics Incorporated ►16111 University Oak ► San Antonio, Texas 18249-4018 0 Phone [2101492-9100 ► Fax [2101492-9586 ED] ENGINEERING DYNAMICS Resume INCORPORATED Troy Feese, PE Vibration Analysis & Field Testing Engineering Dynamics Incorporated B.S. in Mechanical Engineering, University of Texas at Austin, 1990 M.S. in Mechanical Engineering, University of Texas at San Antonio, 1996 Licensed Professional Engineer in Texas As a Senior Project Engineer at Engineering Dynamics Incorporated, Mr. Feese has over 20 years of experience in performing computer analyses and field troubleshooting of a wide range of machinery vibration problems and failures. He routinely performs rotordynamic analyses (lateral critical speed and stability) of rotating machinery such as centrifugal compressors and pumps, gears, and motors. He also performs torsional analyses of industrial fans and blowers, reciprocating engines and compressors, synchronous motors, and motors with variable frequency drives. He analyzes reciprocating compressor manifold systems, piping, and other structures using ANSYS, a general finite element code. He has evaluated the dynamic characteristics of foundations for reciprocating compressors and large ID fans. His field experience includes identifying vibration problems such as lateral and torsional critical speeds, non -synchronous instabilities, structural resonances, and pulsation resonances. He has field balanced rotating equipment. He has used modal analysis techniques to evaluate foundation and structural vibration. He has also performed vibration monitoring during startups and general surveys of vibration, pulsation, and sound levels in piping systems. He has authored technical papers on torsional vibration and multi-plane balancing. He is a speaker at the annual EDI seminar on the topics of lateral and torsional vibration. For his Master's thesis, he developed a computer program to predict the transient torsional vibration, shear stress, and fatigue life of a synchronous motor train containing an elastomeric coupling with nonlinear stiffness. He has also written other computer programs to calculate torsional and lateral vibration. Professional Chronology 2001 — Present Senior Project Engineer — Engineering Dynamics Incorporated 1991-2000 Project Engineer — Engineering Dynamics Incorporated 1989 & 1990 Summer Engineering Intern — General Motors Memberships ASME, Vibration Institute, Pi Tau Sigma, Tau Beta Pi, Vibration Committee Member for Hydraulic Institute Engineering Dynamics Incorporated 0161118niversit➢ Oak 0 SanAntonio, Texas 18249-4018 � Phone [2101492-9100 0 Fax (2101492-9586 RFQ#0130 DESIGN STARLEAF PUMP STATION TRANSMITTAL OF ADDENDUM 1 INSTRUCTIONS: 1. ACKNOWLEDGE RECEIPT OF ADDENDUM IN PROPOSAL, ON OUTER ENVELOPE OF BID. I Acknowledge the receipt of Addendum No. 1 City of Coppell PROJECT NAME: DESIGN STARLEAF PUMP STATION -0 Contractor's Signature March 4, 2015 Brown & Gay Engineers, Inc. Company Name CHRISTA CHRISTIAN PURCHASING DEPARTMENT (972) 304-3643 CITY OF COPPELL • 255 PARKWAY BOULEVARD • COPPELL,TEXAS 75019 RFQ#0130 DESIGN STARLEAF PUMP STATION With anticipation of the inclement weather, the Pre -Bid meeting has been changed to Friday, March 6, 2015, 10:00 a.m. The Pre -Bid meeting will be held at Town Center, 255 Parkway Blvd, Coppell, TX. At this time, the RFQ Open is still scheduled for Thursday, March 19, 2015 at 10:00 a.m. CITY OF COPPELL • 255 PARKWAY BOULEVARD • COPPELLJEXAS 75019 RFQ#0130 STARLEAF PUMP STATION CONFLICT OF INTEREST QUESTIONNAIRE FORM CIQ For vendor or other person doing business with local governmental entity This questionnaire is being filed in accordance with chapter 176 of OFFICE USE ONLY the Local Government Code by a person doing business with the Date Received governmental entity. By law this questionnaire must be filed with the records administrator of the local government not later than the 7th business day after the date the person becomes aware of facts that require the statement to be filed. See Section 176.006, Local Government Code. A person commits an offense if the person violates Section 176.006, Local Government Code. An offense under this section is a Class C misdemeanor. 1 Name of person doing business with local governmental entity. None 2 ❑ Check this box if you are filing an update to a previously filed questionnaire. 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Adopted 11/02/2005 rel Kt -Q HUl3U STARLEAF PUMP STATION CONFLICT OF INTEREST QUESTIONNAIRE FORM CIQ Page 2 For vendor or other person doing business with local governmental entity 5 Name of local government officer with whom filer has affiliation or business relationship. (Complete this section only if the answer to A, B, or C is YES. This section, item 5 including subparts A, B, C & D, must be completed for each officer with whom the filer has affiliation or other relationship. Attach additional pages to this Form CIQ as necessary. A. Is the local government officer named in this section receiving or likely to receive taxable income from the filer of the questionnaire? ❑ Yes ❑ No B. Is the filer of the questionnaire receiving or likely to receive taxable income from or at the direction of the local government officer named in this section AND the taxable income is not from the local governmental entity? ❑ Yes ❑ No C. 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INSR LTR TYPE OF INSURANCE ADDLSUBR INSR WVD POLICY NUMBER POLICY EFF MMIDD/YYYYY LIMITS A GENERAL LIABILITY PACP3F875201 12/31/2014 12/311201E EACH OCCURRENCE $11,000,000 X COMMERCIAL GENERAL LIABILITY CLAIMS -MADE OCCUR DAI�,tqGE 7 RENTED PREMISES Ea occurrence $1,000,000 MED EXP (Any oneperson) $10,000 PERSONAL&ADV INJURY $1,000,000 GENERAL AGGREGATE $2,000,000 GEN'L AGGREGATE LIMIT APPLIES PER: POLICY X IF PRO- - X LOC PRODUCTS -COMP/OPAGG $2,000,000 $ r AUTOMOBILE X X LIABILITY ANYAUTO ALL OWNED SCHEDULED AUTOS AUTOS HIRED AUTOS X NON OWNED AUTOS BA317879328 12/31/2014 12/31/201 Ee acct deDISINGLE LIMIT 1,000,000 BODILY INJURY (Per person) $ BODILY INJURY(Peraccldent) $ PROPERTY DAMAGE Pare ddenl $ B X UMBRELLA LIAB X OCCUR CUP003F878092 12/31/2014 12/31/201 EACH OCCURRENCE $10.000.000 EXCESS LIAB CLAIMS -MADE AGGREGATE $10,000.000 DED X RETENTION$10000 $ C WORKERS COMPENSATION AND EMPLOYERS' LIABILITY Y / N ANY PROPRIETOR/PARTNER/EXECUTIVE OFFICER/MEMBER EXCLUDE( N / A XVMPEUB4369T94414 12/3112014 12/31/201 X WC STATU- OTH- L E.L. EACH ACCIDENT $1 000 000 E.L. DISEASE -EA EMPLOYEE $1,000000 (Mandatory In NH) If yes, describe under DESCRIPTION OF OPERATIONS below _ E . DISEASE- POLICY LIMIT $1,000,000 D 9/01/2014 09/01/201 $2,000,000 per claim lProfessionalED1975380915F7PACP3F875201 A Liability Contrac.E ui ment 12/31114 12/31/15 $4,000,000 annl aggr. $1,030,219 / $1,000 Ded DESCRIPTION OF OPERATIONS / LOCATIONS / VEHICLES (Attach ACORD 101, Additional Remarks Schedule, If more space Is required) The General Liability and Automobile Liability policies include an automatic Additional Insured endorsement that provides Additional Insured status to the Certificate Holder only when there is a written contract that requires such status, and only with regard to work performed on behalf of the named insured. The General Liability and Automobile Liability policies contain a special endorsement with "Primary and (See Attached Descriptions) Sample SHOULD ANY OF THE ABOVE DESCRIBED POLICIES BE CANCELLED BEFORE THE EXPIRATION DATE THEREOF, NOTICE WILL BE DELIVERED IN ACCORDANCE WITH THE POLICY PROVISIONS. AUTHORIZED .OREPRESENTATIVE ©1988-2010 ACORD CORPORATION. All rights reserved. ACORD 25 (2010105) 1 of 2 The ACORD name and logo are registered marks of ACORD #S14006873/M14004209 RRBZP DESCRIPTIONS (Continued from Pagel) Noncontributory" wording. The General Liability, Automobile Liability, Workers Compensation and Professional Liability policies f provide a Blanket Waiver of Subrogation when required by written contract. 1 Valuable Papers Limit: $100,000 Policy Limit The Umbrella Liability policy follows form to the underlying General Liability, Automobile and Workers Compensation policies. 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