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1Ms. Natalia Delgado March 25, 2022City of Miami Beach – Procurement Department1755 Meridian Avenue, 3rd FloorMiami Beach, FL 33139Subject: RFQ 2022-122-ND – Engineering Services for Water & Wastewater Systems ProjectsDear Ms. Delgado and Members of the Selection Committee:300 Engineering Group, P.A. (300 Engineering) is pleased to submit our Statement of Qualiﬁcations for your consideration as your 1) Prime Consultant(s), as well as the 2) Pool of Pre-qualiﬁed Consultants.300 Engineering has the necessary City of Miami Beach (City)’s current subject matter expertise and available local personnel to assist the City with its long-term capital improvement goals for water and wastewater infrastructure. In addition, 300 Engineering has qualiﬁed professionals who can guide the City through the decision-making process of making its water and wastewater systems resilient, environmentally responsible, reliable, and future proof.Our team shares the City’s vision rooted in urban resilience concepts, with ﬁve distinct fronts: A Prosperous City, a Safe City, a Resilient Coastal City, a People-ﬁrst City, and a Smart City. Our team provides innovative and sustainability-oriented solutions in the ﬁelds of Resilience, Sea-level Rise Mitigation and Climate Change Adaptation for water and wastewater infrastructure. As your current water & wastewater engineering consultant and trusted service provider, 300 Engineering has been ﬁrst witness of these challenges and how they aect the City’s critical assets, as well as their operations & maintenance. Moreover, 300 Engineering is currently providing similar Water & Wastewater Engineering Services to multiple utilities in Miami Dade County including, Miami Dade Water & Sewer Department (WASD), City of Coral Gables, Town of Medley, Town of Surfside, City of Opa-Locka, City of North Miami, City of North Miami Beach and North Bay Village. Throughout this proposal, we have outlined the reasons why we are the right team for your project. We assembled a Team of local experts with over 40 years of continuous experience in the areas of planning, hydraulic modeling, detailed design, permitting, procurement, construction management, inspections, public outreach, and operations & maintenance (O&M) services for water & wastewater systems. Our qualiﬁcations meet and exceed the requirements of each of the eight (8) service categories outlined in this RFQ. Below are some of the key advantages and added value that our Team brings to the City:• We have been successfully working with the City on Water & Wastewater projects for the last three years. We understand the operation of your water and wastewater system; hence our designs will always have a holistic approach with the end user in mind• Water & Wastewater Engineering is our forte. The scope of work of this RFQ is exactly our specialty. We are a local powerhouse of Water & Wastewater Professionals, with a portfolio of thousands of miles of pipelines and several hundreds of pump stations planed, modeled, designed, permitted, inspected and constructed• Proven & experienced project leadership, Franklin A Torrealba, PE, ENV SP has over 35 years of hands-on engineering/management experience in executing local infrastructure projects for municipal clients. He has managed the execution of over 185 miles of pipelines and over 500 pump stations COVER LETTER

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71COVER LETTERfor water and wastewater applications and has never missed a Regulatory Deadline. Mr. Torrealba’s recognized leadership is the perfect match to our proposed Project Manager’s commitment and dedication to assist the City. Ms. Ana Dvorak, ENV SP is a true partner to the City. She is recognized for her hands-on Project Management style, establishing trusting relationships with her clients and being personally involved in all aspects of the projects. She is the current Project Manager for multiple 300 Engineering’s Water & Wastewater Projects with the City• Depth of available resources with over 60 local professionals available to support the City. We have assembled multiple interdisciplinary Teams to work simultaneously on any project. The proposed sta in this proposal is the sta who will be executing your projects. There is no bait and switch with us• Track record of delivering projects on time and under budget through value engineering, planning, and early coordination with all stakeholders. In one of our local Programs, the Pump Station Improvement Program for WASD, the County saved $37M out of a budget of $215M through the application of value engineering and eective coordination with WASD’s O&M sta and project stakeholders• We bring Licensed System Operators in the areas of water and wastewater infrastructure which are ready to support the Project Design Teams on delivering practical cost-eective projects which can be safely built and eciently operated & maintained. We provide designs with the end user in mind• The City is at the forefront of climate change and sea level rise adaptation strategies and our professionals are ready to identify threats and adaptation options to help reduce risks and build more climate-ready infrastructure. As an Envision Certiﬁed (ENV SP) Firm, 300 Engineering will assure you water and wastewater infrastructure is designed for generations to come• We understand to importance of being responsive and conscious of project schedules. We have eectively worked with the City, and all of our clients, to implement project schedules that meet Client’s needs, priorities and objectives300 Engineering’s team is proven, cohesive, responsive, ecient and counts with well-established professional relationships with the City and our many other local municipal clients. Moreover, 300 Engineering and its subconsultants are currently working together in local water and wastewater infrastructure projects. This team was assembled to partner with the City on the implementation and optimization of the CIP to make your infrastructure more reliable and future proof. This team has taken more local projects from inception (master planning) to completion (construction and commission) than any other. As our qualiﬁcations demonstrate, this team has the technical expertise, experience, and system knowhow to execute great projects to last for generations to come. We invite you to review the attached proposal and contact our references to attest to our professional experience (Refer to Sections 2 and 4). We are the right team for your project.Sincerely,Franklin A Torrealba, PE, ENV SP Ana C Dvorak, ENV SP300 Engineering Group, P.A. 300 Engineering Group, P.A.Project Director Project Managerfatorrealba@300engineering.com acdvorak@300engineering.com - PROPOSER’S CONTACTS -

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2EXPERIENCE + QUALIFICATIONSTEAM INTRODUCTIONS231BCC ENGINEERING (BCC)BERMELLO, AJAMIL & PARTNERS (BA)300 ENGINEERING GROUP, P.A.Established in 2006, 300 Engineering Group P.A. (300 Engineering) is the strongest local water infrastructure ﬁrm in South Florida, recognized for its responsiveness, unsurpassed quality, client service, and for always striving to provide value to its clients. 300 Engineering was built on the principle of delivering the highest quality of work, on time, under budget and cost-eectively. Our sta provides a wide range of professional engineering services, including architectural, civil, structural, environmental, mechanical, electrical, plumbing, instrumentation and controls design services as well as business solutions for its diverse clients. To better serve the City, 300 Engineering has merged technical industry leadership, visionary thinking, and more than 500 years of combined experience in water and wastewater infrastructure projects. 300 Engineering sta has a wealth of local project-speciﬁc experience that meets and exceeds this RFQ’s requirements and qualiﬁcations. Through this project experience, 300 Engineering has demonstrated its capabilities to successfully providing sound engineering solutions to each of the project aspects (from detailed assessments of existing facilities to project close out), with deliverables that are thoroughly reviewed from a constructability and operability perspective. In addition to our wealth of local resources, 300 Engineering has partnered with specialty subconsultants to provide the City with a truly single source solution that encompasses all services that might be required for any water & wastewater infrastructure project on your Capital Improvement Plan (CIP) and beyond.BCC is a local award-winning ﬁrm that has delivered over $4 billion in hundreds of projects to date. With extensive experience in water and wastewater infrastructure projects in South Florida, BCC will support the 300 Engineering team in hydraulic modeling tasks, seawalls, and structural design.BA is a local powerhouse and interdisciplinary A/E ﬁrm, specialized in the areas of architecture, landscape architecture and public involvement. With multiple projects completed within the City, BA’s multi-disciplinary background and professional experience with infrastructure projects, gives them the framework to provide public outreach to meet the goals, objectives and operational needs of the City.

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112EXPERIENCE + QUALIFICATIONSThis team has work seamlessly in multiple local projects before, including projects for the City. In addition, our successful current project experience with the City guarantees no learning curve and smooth project execution. Moreover, we have demonstrated our capabilities of simultaneously executing multiple projects of diverse nature, while keeping our recognized level of quality and exceptional client services. 4BELLO & BELLO LAND SURVEYING (B&B)B&B is a Minority Hispanic/Women owned SBE/WBE ﬁrm that embraces the highest standards for quality and professionalism in the surveying ﬁeld and applies the most innovative & cost-eective technology to their projects. B&B’s portfolio includes over 22,000 survey projects of dierent size and complexity in South Florida, over 700 projects in the City, over 500,000 LF of Route Topographic Survey for water/wastewater projects, and over 550,000 LF of Utility As-Builts. 5UNIVERSAL ENGINEERING SCIENCES (UNIVERSAL)Universal is a Geotechnical Engineering, Construction Materials Testing & Inspection, Building Code Compliance, and Environmental Engineering ﬁrm. Universal is experienced & proven, and is considered a pioneer of the industry, standing at the forefront of emerging technology and best practices. Universal has completed multiple projects within the City, providing services as: Geotechnical ﬁeld exploration, sampling, laboratory testing, special inspections and subsurface exploration.6CROM CORPORTATION (CROM)Crom is a specialty contractor focused on safely building and restoring essential infrastructure in the water and wastewater sector. CROM’s experience covers the design and construction of nearly 4,400 prestressed concrete tanks with 7.5 billion gallons of liquid contained. CROM will be supporting the 300 Engineering team in all project needs related to aboveground water storage tanks. 7A.M.I. ENGINEERING (AMI)AMI is a site civil engineering consultant, specialized in the areas of site civil engineering planning & design, highway engineering, transportation planning & engineering, and municipal roadway engineering. AMI will be supporting the 300 Engineering team providing technical expertise related to transportation, trac and roadway engineering required for water and wastewater infrastructure projects. 8INDUSTRIAL DIVERS CORPORATION (IDC) IDC is as commercial diving business that provides worldwide diving services in inland, coastal, and oshore waters. IDC provides benthic surveys for projects including seagrass location and protection, horizontal directional drilling, dredging, and beach renourishment. IDC has provided these services in multiple Miami Beach projects, including subaqueous installation of water and wastewater pipelines.

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13APUMP STATIONSBI/I & SSESCFORCE MAINSWATER MAINSDGRAVITY SEWERETRENCHLESS TECHNOLOGIESFGHYDRAULIC MODELINGHPUBLIC OUTREACHPROJECT NAME FIRM OWNERWater Booster Pump Station W-2 Rehabilitation and Hardening 300 Engineering City of Miami Beach Pump Station 1 Rehabilitation and Hardening 300 Engineering City of Miami Beach $215M Pump Station Improvement Program (PSIP) – Program, Design & Construction Management and Support Service300 Engineering Miami-Dade County Water & Sewer Department $1.9B USPEA Consent Decree Miami-Dade County – Program, Design & Construction Management and Support Services 300 Engineering Miami-Dade County Water & Sewer Department Westwood Lakes Facility, PS 536 and PS 1310 Hardening 300 Engineering Miami-Dade County Water & Sewer Department Sanitary Sewer Evaluation Survey (SSES) and Inﬁltration & Inﬂow (I/I) Repair Inspection Services for the PSIP 300 Engineering Miami-Dade County Water & Sewer Department Sanitary Sewer Evaluation Survey (SSES) Sanitary Sewer Evaluation Survey (SSES) – Night Flow Study and Basin Prioritization300 Engineering City of Coral GablesSanitary Sewer Evaluation System Survey 3rd Cycle Report (SSES) & Smoke Testing of Sanitary Sewer System300 Engineering Town of Surfside Sanitary Sewer Evaluation Survey (SSES) – I/I Plan of Compliance 300 Engineering North Bay VillageBayshore Park Water Main and Force Main Replacement 300 Engineering City of Miami Beach Installation of a 36-inch Water Main along NW 106th St from NW 107th Ave to the intersection of NW 87th Ave & NW South River Dr300 Engineering Miami-Dade County Water & Sewer Department Design Build for the Installation of a 36-inch Force Main with 54-inch Micro tunnel along NW 107 Ave from 7th St to 25th St300 Engineering Miami-Dade County Water & Sewer Department BODR for the Rehabilitation/ Replacement of 2.5 Miles of 48-inch PCCP FM along Biscayne Canal 300 Engineering Miami-Dade County Water & Sewer Department Water Main Replacements and Meter Conversions Design-Build Criteria Package 300 Engineering Miami-Dade County Water & Sewer Department New Gravity system within Basin 1264 300 Engineering Miami-Dade County Water & Sewer Department PS 0062 Replacement, Gravity Main Extension and Force Main Installation 300 Engineering Miami-Dade County Water & Sewer Department Engineering and Geological Services for Water, Wastewater, and Reclaimed Water Planning 300 Engineering Miami-Dade County Water & Sewer Department Pipeline Subaqueous Canal Crossing Replacement across Flamingo Waterway 300 Engineering City of Miami Beach Water Main and Force Main Replacement on Sunset Islands 300 Engineering City of Miami Beach Government Cut Tunnel Design-Build Criteria Package 300 Engineering* Miami-Dade County Water & Sewer Department 24-inch Ductile Iron (DI) Force Main in the Town of Miami Lakes 300 Engineering Miami-Dade County Water & Sewer Department Bonaventure Fire Flow Modeling Study BCC Engineering City of SunriseGolf Village Infrastructure Improvement BCC Engineering City of SunriseHydraulic Modeling Management for the $215M Pump Station Improvement Program (PSIP) 300 Engineering Miami-Dade County Water & Sewer Department Wastewater Transmission System Hydraulic Computer Model – Wastewater Gravity Sewer Modeling 300 Engineering * Miami-Dade County Water & Sewer Department Miami-Dade Expressway Authority (MDX) SR 874 Ramp Connector to 128 St. Bermello Ajamil Miami-Dade Expressway AuthorityArch Creek Drainage Basin Public Outreach Methodology Bermello Ajamil Miami-Dade Department of RER$215M Pump Station Improvement Program (PSIP) – Program, Design & Construction Manage-ment and Support ServiceBermello Ajamil Miami-Dade County Water & Sewer Department 2OVERVIEW - PROJECT EXPERIENCE* Personal work experience of Franklin A Torrealba, PE, ENV SP

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16. EDUCATION (Degree and Specialization) 17. CURRENT PROFESSIONAL REGISTRATION (State and Discipline) E. RESUMES OF KEY PERSONNEL PROPOSED FOR THIS CONTRACT (Complete one Section E for each key person.) 12. NAME 13. ROLE IN THIS CONTRACT 14. YEARS EXPERIENCE a. TOTAL b. WITH CURRENT FIRM 15. FIRM NAME AND LOCATION (City and State) 18. OTHER PROFESSIONAL QUALIFICATIONS (Publications, Organizations, Training, Awards, etc.) 19. RELEVANT PROJECTS a. (1) TITLE AND LOCATION (City and State) (2) YEAR COMPLETED PROFESSIONAL SERVICES CONSTRUCTION (If applicable) (3) BRIEF DESCRIPTION (Brief scope, size, cost, etc.) AND SPECIFIC ROLE Check if project performed with current firm b. (1) TITLE AND LOCATION (City and State) (2) YEAR COMPLETED PROFESSIONAL SERVICES CONSTRUCTION (If applicable) (3) BRIEF DESCRIPTION (Brief scope, size, cost, etc.) AND SPECIFIC ROLE Check if project performed with current firm c. (1) TITLE AND LOCATION (City and State) (2) YEAR COMPLETED PROFESSIONAL SERVICES CONSTRUCTION (If applicable) (3) BRIEF DESCRIPTION (Brief scope, size, cost, etc.) AND SPECIFIC ROLE Check if project performed with current firm d. (1) TITLE AND LOCATION (City and State) (2) YEAR COMPLETED PROFESSIONAL SERVICES CONSTRUCTION (If applicable) (3) BRIEF DESCRIPTION (Brief scope, size, cost, etc.) AND SPECIFIC ROLE Check if project performed with current firm e. (1) TITLE AND LOCATION (City and State) (2) YEAR COMPLETED PROFESSIONAL SERVICES CONSTRUCTION (If applicable) (3) BRIEF DESCRIPTION (Brief scope, size, cost, etc.) AND SPECIFIC ROLE Check if project performed with current firm STANDARD FORM 330 (REV. 7/2021) PAGE 2 35 Franklin A Torrealba, PE, ENV SP 10 Project Director 300 Engineering Group, P.A. / Coral Gables, FL MBA, Loyola University, New Orleans BS Civil Engineering, University of New Orleans Professional Engineer (PE), Florida NASSCO, PACP, LACP, MACP PMSJ AIA CES Envision Sustainability Professional (ENV SP) Stormwater, Erosion and Sedimentation Control Certified Inspector Over 35 years of experience in program, project and construction management. Managed over 500 projects from conception to completion. Spearheaded the design of 185 miles of water and wastewater pipelines ranging from 8 to 144-inch in diameter, and the construction of 45 miles of pipelines ranging 8 to 36-inch in diameter. Managed the design and construction of over 150,000 LF of water and sewer mains, 500 pump stations, managed 1700 deliverables, and satisfied all USEPA consent deadlines. Proven track record of successful project delivery. W-2 Water Booster Pump Station Rehabilitation – Engineering and Design Services – Project Director – Miami Beach, FL Project Director for the engineering, design, permitting, bid support and engineering services during construction for the W-2 Water Booster Pump Station Rehabilitation project. The project includes: replacement and relocation of process piping and isolation valves (ranging from 12-inch to 24-inch in diameter), installation of new intake/discharge 24-inch water main, installation of new 3 ton crane and trolley system, structural modification of the pump station building, replacement of three (3) pump and motors, hardening and resiliency upgrades (accessibility, flood and impact protection, upgrades to the ventilation and air conditioning system and replacement of on-site generator). Pipeline Subaqueous Canal Crossing Replacement along Flamingo Waterway – Project Director – Miami Beach, FL Project Director for the engineering, design, permitting, bid support and engineering services during construction for the installation of two 30-inch FM subaqueous canal crossing under the Flamingo Waterway. 300 Engineering performed an engineering assessment to determine the best replacement method and the alignment of the proposed pipes. It was determined that a Horizontal Directional Drill (HDD) was the most adequate solution, the pipes will be installed centered along the bridge alignment, at least 12-feet below the piers. In addition, system reliability has been increased by the installation of a new force main interconnection. $215MM Pump Station Improvement Program (PSIP) Miami-Dade County – Program, Design & Construction Management and Support Services – Program Manager – Miami-Dade County, FL Program Manager for the upgrade of the Wastewater Collection and Transmission System (WCTS) including 153 pump station and force main projects. The program aims to bring into compliance 118 sewage pump stations that do not comply with the NAPOT and Peak Flow Criterion in addition to 35 force mains upgrades. The program had four phases: 1) Planning and Engineering including the basis of design report development for pump station and force main projects; 2) Design Management of 8 Consultants; 3) Construction Management of multiple pump station and force main contractors; and 4) Infiltration and Inflow Management Program. Never missed a Reg. deadline. Government Cut Tunnel Design-Build Criteria Package – Project Manager – Miami-Dade County, FL On-going On-going 2021 2013 2015 Project Manager for the development of the Design-Build Criteria package for the subaqueous installation of a 54-inch Pre-stressed Cylindrical Concrete Pipe (PCCP) Force Main (FM) from Miami Beach to Virginia Key and a 20-inch Water main between Port Island and Fisher Island. The project allowed to increase water and sewer capacity to the City of Miami Beach and other neighboring communities. Wastewater Transmission System Hydraulic Computer Model - Wastewater Gravity Sewer Modeling – Project Manager – Miami-Dade County, FL Project Manager for the incorporation of the County’s gravity system into the InfoWorks hydraulic model and the implementation of simplified methodologies to expedite the model development and calibration, reduce model run times, and minimize the associated level of effort. The gravity sewer model consisted of 1018 basins that were not properly incorporated into the InfoWorks model that was focused on the transmission portion of the system which was developed and calibrated using SCADA data and real-time pump on/off set points. 2013 N/A 2021 EXPERIENCED IN SERVICE CATEGORIES A, B, C, D, E, F, G, H 2STANDARD FORM 330 - E: RESUMESA B C D E F G HEXPERTISE IN CATEGORIES:

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1916. EDUCATION (Degree and Specialization) 17. CURRENT PROFESSIONAL REGISTRATION (State and Discipline) E. RESUMES OF KEY PERSONNEL PROPOSED FOR THIS CONTRACT (Complete one Section E for each key person.) 12. NAME 13. ROLE IN THIS CONTRACT 14. YEARS EXPERIENCE a. TOTAL b. WITH CURRENT FIRM 15. FIRM NAME AND LOCATION (City and State) 18. OTHER PROFESSIONAL QUALIFICATIONS (Publications, Organizations, Training, Awards, etc.) 19. RELEVANT PROJECTS a. (1) TITLE AND LOCATION (City and State) (2) YEAR COMPLETED PROFESSIONAL SERVICES CONSTRUCTION (If applicable) (3) BRIEF DESCRIPTION (Brief scope, size, cost, etc.) AND SPECIFIC ROLE Check if project performed with current firm b. (1) TITLE AND LOCATION (City and State) (2) YEAR COMPLETED PROFESSIONAL SERVICES CONSTRUCTION (If applicable) (3) BRIEF DESCRIPTION (Brief scope, size, cost, etc.) AND SPECIFIC ROLE Check if project performed with current firm c. (1) TITLE AND LOCATION (City and State) (2) YEAR COMPLETED PROFESSIONAL SERVICES CONSTRUCTION (If applicable) (3) BRIEF DESCRIPTION (Brief scope, size, cost, etc.) AND SPECIFIC ROLE Check if project performed with current firm d. (1) TITLE AND LOCATION (City and State) (2) YEAR COMPLETED PROFESSIONAL SERVICES CONSTRUCTION (If applicable) (3) BRIEF DESCRIPTION (Brief scope, size, cost, etc.) AND SPECIFIC ROLE Check if project performed with current firm e. (1) TITLE AND LOCATION (City and State) (2) YEAR COMPLETED PROFESSIONAL SERVICES CONSTRUCTION (If applicable) (3) BRIEF DESCRIPTION (Brief scope, size, cost, etc.) AND SPECIFIC ROLE Check if project performed with current firm STANDARD FORM 330 (REV. 7/2021) PAGE 2 30 Fernando Miralles-Wilhelm, PhD, PE, BCEE, D.WRE, PMP, F.ASCE 10 Technical Director & Resiliency / Water & Wastewater Hydraulic Modeling Lead 300 Engineering Group, P.A. / Coral Gables, FL BS, Mechanical Engineering, Universidad Simon Bolivar, Caracas, Venezuela MS, University of California, Irvine CA Ph.D. Water Resources Massachusetts Institute of Technology (MIT), Cambridge MA Professional Engineer (PE), Florida Board Certified Environmental Engineer (BCEE) Diplomate, Water Resources Engineer (D. WRE) Project Management Professional (PMP) Fellow of the American Society of Civil Engineers (ASCE) Civil and environmental engineer with over 30 years of experience as a consultant, researcher and academic in the field of water & wastewater systems planning and infrastructure design. Specialized experience in modeling of water systems, including water supply and wastewater systems, climate change and sea level rise impacts on infrastructure, stormwater management and water quality control. Principal Investigator in over $300M in projects funded by US and international agencies Model Development, Calibration and Validation for Water Distribution System – Project Manager – Boston, MA Project Manager for the analysis of possible impacts from sea level rise in the City of Boston, with particular focus on issues and areas of concern in its water distribution system. The water system was modelled using SWMM as a modeling tool. Work entailed development, calibration and validation of the model using a combination of old (> 100 years) data and SCADA. Specific issues that were evaluated using the developed model were impacts of potential sea driven coastal flooding on flow rates, depths and durations, alternatives and costs for adaptation measures. Reliability Study of Water Supply – Project Manager – Brea, CA As Project Manager and Team Lead, Dr. Miralles conducted an assessment of the state of water sources and distribution system. The project provided an assessment of operations of eight pumping stations and two water treatment plants in the City. The system was modeled using Innovyze InfoWorks. Assessment of Water and Wastewater System Improvements – Project Manager – Long Beach, CA As a Project Manager, Dr. Miralles led the development of a model of the water and wastewater system using EPANET. The model was developed, calibrated and validate using SCADA, and used to assess a variety of system improvements and expansions, transferred to city staff with capacity building through training. Sanitary Sewer Evaluation and Rehabilitation – Project Manager – Fajardo, FL 2007 2012 2009 2002 Project Manager for the evaluation and rehabilitation works of the sanitary sewer system of the municipality of Fajardo in Puerto Rico, working for the Agencia para el Financiamiento de Infraestructura (AFI). In this capacity, Dr. Miralles was responsible for the supervision of design and improvements to the existing rainfall-dependent infiltration and inflow (RDI/I) to the sanitary sewer systems, including upgrades to the Luquillo wastewater treatment plant system. This project used a combination of SWMM and H2ONET as modeling tools. Resilient Urban Water Supply and Climate Change Adaptation – Project Manager – Montevideo, Uruguay Project Manager for the project funded by the Inter-American Development Bank (IADB) focused on an analysis of climate change adaptation for the water supply and distribution system in the Pantanoso section of Montevideo. The objectives of the study were to define, in terms of measurable quantitative variables, the vulnerability of the population served and the infrastructure assets to climate change in the sub-urban section, contribute to strengthen the capacity of the Intendencia de Montevideo to adaptively respond to climate change 2014 EXPERIENCED IN SERVICE CATEGORIES A, B, C, D, E, F, G, H 2STANDARD FORM 330 - E: RESUMESA B C D E F G HEXPERTISE IN CATEGORIES:

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16. EDUCATION (Degree and Specialization) 17. CURRENT PROFESSIONAL REGISTRATION (State and Discipline) E. RESUMES OF KEY PERSONNEL PROPOSED FOR THIS CONTRACT (Complete one Section E for each key person.) 12. NAME 13. ROLE IN THIS CONTRACT 14. YEARS EXPERIENCE a. TOTAL b. WITH CURRENT FIRM 15. FIRM NAME AND LOCATION (City and State) 18. OTHER PROFESSIONAL QUALIFICATIONS (Publications, Organizations, Training, Awards, etc.) 19. RELEVANT PROJECTS a. (1) TITLE AND LOCATION (City and State) (2) YEAR COMPLETED PROFESSIONAL SERVICES CONSTRUCTION (If applicable) (3) BRIEF DESCRIPTION (Brief scope, size, cost, etc.) AND SPECIFIC ROLE Check if project performed with current firm b. (1) TITLE AND LOCATION (City and State) (2) YEAR COMPLETED PROFESSIONAL SERVICES CONSTRUCTION (If applicable) (3) BRIEF DESCRIPTION (Brief scope, size, cost, etc.) AND SPECIFIC ROLE Check if project performed with current firm c. (1) TITLE AND LOCATION (City and State) (2) YEAR COMPLETED PROFESSIONAL SERVICES CONSTRUCTION (If applicable) (3) BRIEF DESCRIPTION (Brief scope, size, cost, etc.) AND SPECIFIC ROLE Check if project performed with current firm d. (1) TITLE AND LOCATION (City and State) (2) YEAR COMPLETED PROFESSIONAL SERVICES CONSTRUCTION (If applicable) (3) BRIEF DESCRIPTION (Brief scope, size, cost, etc.) AND SPECIFIC ROLE Check if project performed with current firm e. (1) TITLE AND LOCATION (City and State) (2) YEAR COMPLETED PROFESSIONAL SERVICES CONSTRUCTION (If applicable) (3) BRIEF DESCRIPTION (Brief scope, size, cost, etc.) AND SPECIFIC ROLE Check if project performed with current firm STANDARD FORM 330 (REV. 7/2021) PAGE 2 Experienced in planning, design, assessment, simulation, permitting, bid support and evaluation of water & wastewater distribution, collection and transmission systems; pump stations; water resources management; water quality analysis; process control & instrumentation and SCADA systems. Vast experience managing water and sewer infrastructure projects that involve hydraulic modelling, preliminary engineering and preparation of studies & reports, design services, permitting, bidding support, and engineering services during construction. W-2 Water Booster Pump Station Rehabilitation – Engineering and Design Services – Project Manager – Miami Beach, FL Project Manager for the engineering, design, permitting, bid support and engineering services during construction for the W-2 Water Booster Pump Station Rehabilitation project. The project includes: replacement and relocation of process piping and isolation valves (ranging from 12-inch to 24-inch in diameter), installation of new intake/discharge 24-inch water main, installation of new 3 ton crane and trolley system, structural modification of the pump station building, replacement of three (3) pump and motors, hardening and resiliency upgrades (accessibility, flood and impact protection, upgrades to the ventilation and air conditioning system and generator replacement. 2022 Pipeline Subaqueous Canal Crossing Replacement along Flamingo Waterway – Project Manager – Miami Beach, FL Project Manager for the engineering, design, permitting, bid support and engineering services during construction for the installation of two 30-inch FM subaqueous canal crossing under the Flamingo Waterway. 300 Engineering performed an engineering assessment to determine the best replacement method and the alignment of the proposed pipes. It was determined that a Horizontal Directional Drill (HDD) was the most adequate solution, the pipes will be installed centered along the bridge alignment, at least 12-feet below the piers. In addition, system reliability has been increased by the installation of a new force main interconnection. Bayshore Park Water Main and Force Main Replacement – Engineering and Design Services – Project Manager – Miami Beach, FL Project Manager for the engineering, design, permitting, bid support and engineering services during construction for the replacement of a 20-inch water main and 30-inch force main within the Bayshore Park project area. 300 Engineering developed and implemented an expedited project schedule in close coordination with the City, to comply with the sensitive timeline. 300 Engineering developed 90% design drawings and technical specifications for the replacement of approx. 850 LF of 30-inch force main and 1,200 LF of 20-inch water main within 8 weeks. Moreover, permits were obtained in less than 90 days, with the water main extension being approved in 24 hours Pump Station 1 Rehabilitation and Hardening – Engineering and Design Services – Project Manager – Miami Beach, FL 10 Ana Dvorak, ENV SP 5 300 Engineering Group, P.A. / Coral Gables, FL MSc Civil Engineering, University of Miami BSc Chemical Engineering, Simón Bolívar University Envision Sustainability Professional (ENV SP) EXPERIENCED IN SERVICE CATEGORIES A, B, C, D, E, F, G, H On-going On-going On-going Project Manager for the engineering, design, permitting, bid support and engineering services during construction for the rehabilitation and hardening of the regional pump station PS-1. The project includes replacement of the four pump and motors, process piping, electrical equipment including VFDs, on-site generator, instrumentation & controls, and HVAC equipment. The project also includes the hardening of the pump station with hazard mitigation strategies for flood, wind and impact protection. Water Main and Force Main Replacement on Sunset Islands – Project Manager – Miami Beach, FL Project Manager for the engineering, design, permitting, bid support and engineering services during construction for the installation of an 8-inch water main and 10-inch force main subaqueous canal crossings under Sunset Lake. The pipes will be installed using Horizontal Directional Drill (HDD). 300 Engineering is conducting an engineering assessment to optimize the length of pipe that can be installed using HDD pipe to minimize disruptions to the project area caused by open trench construction. 300 Engineering, and its team of subconsultants, is providing full engineering services required for the adequate design of a subaqueous crossing. On-going Project Manager 2A B C D E F G HEXPERTISE IN CATEGORIES:STANDARD FORM 330 - E: RESUMES

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2116. EDUCATION (Degree and Specialization) 17. CURRENT PROFESSIONAL REGISTRATION (State and Discipline) E. RESUMES OF KEY PERSONNEL PROPOSED FOR THIS CONTRACT (Complete one Section E for each key person.) 12. NAME 13. ROLE IN THIS CONTRACT 14. YEARS EXPERIENCE a. TOTAL b. WITH CURRENT FIRM 15. FIRM NAME AND LOCATION (City and State) 18. OTHER PROFESSIONAL QUALIFICATIONS (Publications, Organizations, Training, Awards, etc.) 19. RELEVANT PROJECTS a. (1) TITLE AND LOCATION (City and State) (2) YEAR COMPLETED PROFESSIONAL SERVICES CONSTRUCTION (If applicable) (3) BRIEF DESCRIPTION (Brief scope, size, cost, etc.) AND SPECIFIC ROLE Check if project performed with current firm b. (1) TITLE AND LOCATION (City and State) (2) YEAR COMPLETED PROFESSIONAL SERVICES CONSTRUCTION (If applicable) (3) BRIEF DESCRIPTION (Brief scope, size, cost, etc.) AND SPECIFIC ROLE Check if project performed with current firm c. (1) TITLE AND LOCATION (City and State) (2) YEAR COMPLETED PROFESSIONAL SERVICES CONSTRUCTION (If applicable) (3) BRIEF DESCRIPTION (Brief scope, size, cost, etc.) AND SPECIFIC ROLE Check if project performed with current firm d. (1) TITLE AND LOCATION (City and State) (2) YEAR COMPLETED PROFESSIONAL SERVICES CONSTRUCTION (If applicable) (3) BRIEF DESCRIPTION (Brief scope, size, cost, etc.) AND SPECIFIC ROLE Check if project performed with current firm e. (1) TITLE AND LOCATION (City and State) (2) YEAR COMPLETED PROFESSIONAL SERVICES CONSTRUCTION (If applicable) (3) BRIEF DESCRIPTION (Brief scope, size, cost, etc.) AND SPECIFIC ROLE Check if project performed with current firm STANDARD FORM 330 (REV. 7/2021) PAGE 2 40 Reinaldo Rivera-Reyes, PE 5 Pump Stations Team Lead 300 Engineering Group, P.A. / Coral Gables, FL BS Civil Engineering, University of Puerto Rico Professional Engineer (PE), Florida and Puerto Rico RPA (Surveying Permanent Register) Puerto Rico Stormwater Pollution Prevention Plan (SWPP) Safety and OSHA Trainings Over 40 years of experience in the design & construction field for major civil works project, with expertise in water & wastewater, facilities, structures, roadways, bridges, aviation, and drainage infrastructure. Professional Engineer with extensive experience in design and construction management for infrastructure projects with structural, mechanical, instrumentation & controls, HVAC, electrical, and civil components. Experienced in performing field assessments, QA/QC and constructability reviews, cost estimating, procurement support and inspection services. W-2 Water Booster Pump Station Rehabilitation – Engineering and Design Services – Engineer of Record (EOR) Civil, Process Mechanical and Structural – Miami Beach, FL EOR for the engineering, design, permitting, bid support and engineering services during construction for the W-2 Water Booster Pump Station Rehabilitation project. The project includes: replacement and relocation of process piping and isolation valves (ranging from 12-inch to 24-inch in diameter), installation of new intake/discharge 24-inch water main, installation of new 3 ton crane and trolley system, structural modification of the pump station building, replacement of three (3) pump and motors, hardening and resiliency upgrades (accessibility, flood and impact protection, upgrades to the ventilation and air conditioning system and generator replacement). 2022 Westwood Lakes Facility, PS 536, and PS 1310 Hardening – Project Manager – Miami-Dade County, FL – Engineer of Record (EOR) Civil and Structural – Miami Beach, FL EOR for the engineering and design services of the civil, architectural and structural disciplines for the Westwood Lakes Facility, PS 536, and PS 1310 Hardening. The project involves wind and flood protection to the PS 683 building, with the installation of flood resistant doors and impact resistant louvers; wind protection to the PS 536 Electrical building, with the installation of impact resistant doors and louvers; wind and flood protection to the PS 1310 building, with the installation of flood resistant doors, impact resistant louvers, impact resistant doors and flood gates. Bayshore Park Water Main and Force Main Replacement – Engineering and Design Services – Engineer of Record (EOR) – Miami Beach, FL EOR for the engineering, design, permitting, bid support and engineering services during construction for the replacement of a 20-inch water main and 30-inch force main within the Bayshore Park project area. 300 Engineering developed and implemented an expedited project schedule in close coordination with the City, to comply with the sensitive timeline. 300 Engineering developed 90% design drawings and technical specifications for the replacement of approx. 850 LF of 30-inch force main and 1200 LF of 20-inch water main within 8 weeks. Moreover, permits were obtained in less than 90 days, with the water main extension being approved in 24 hours. Pump Station 1 Rehabilitation and Hardening – Engineering and Design Services – Engineer of Record (EOR) Civil, Process Mechanical and Structural – Miami Beach, FL On-going On-going On-going EOR for the engineering, design, permitting, bid support and engineering services during construction for the rehabilitation and hardening of the regional pump station PS-1. The project includes replacement of the four pump and motors, process piping, electrical equipment including VFDs, on-site generator, instrumentation & controls, and HVAC equipment. The project also includes the hardening of the pump station with hazard mitigation strategies for flood, wind and impact protection. City of Coral Gables Pump Station D Engineering and Design Services – Engineer of Record – City of Coral Gables, Fl EOR for the engineering and design services for the upgrades of Pump Station D. The scope of the project includes design of a new wet well, valve vault, new submersible pumps, control panel, yard piping, site civil design and landscaping. The design involves the complete replacement of the pump station with a new submersible pump station configuration for a more compact footprint. In addition, hazard mitigation and resiliency strategies were incorporated with the implementation of a submersible control panel and water-tight hatches to comply with the Base Flood Elevation (BFE) and Sea Level Rise (SLR) design criteria. 2021 EXPERIENCED IN SERVICE CATEGORIES A, B, C, D, E 2A B C D E F G HEXPERTISE IN CATEGORIES:STANDARD FORM 330 - E: RESUMES

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216. EDUCATION (Degree and Specialization) 17. CURRENT PROFESSIONAL REGISTRATION (State and Discipline) E. RESUMES OF KEY PERSONNEL PROPOSED FOR THIS CONTRACT (Complete one Section E for each key person.) 12. NAME 13. ROLE IN THIS CONTRACT 14. YEARS EXPERIENCE a. TOTAL b. WITH CURRENT FIRM 15. FIRM NAME AND LOCATION (City and State) OTHER PROFESSIONAL QUALIFICATIONS (Publications, Organizations, Training, Awards, etc.) 18. RELEVANT PROJECTS a. (1) TITLE AND LOCATION (City and State) (2) YEAR COMPLETED PROFESSIONAL SERVICES CONSTRUCTION (If applicable) (3) BRIEF DESCRIPTION (Brief scope, size, cost, etc.) AND SPECIFIC ROLE Check if project performed with current firm b. (1) TITLE AND LOCATION (City and State) (2) YEAR COMPLETED PROFESSIONAL SERVICES CONSTRUCTION (If applicable) (3) BRIEF DESCRIPTION (Brief scope, size, cost, etc.) AND SPECIFIC ROLE Check if project performed with current firm c. (1) TITLE AND LOCATION (City and State) (2) YEAR COMPLETED PROFESSIONAL SERVICES CONSTRUCTION (If applicable) (3) BRIEF DESCRIPTION (Brief scope, size, cost, etc.) AND SPECIFIC ROLE Check if project performed with current firm d. (1) TITLE AND LOCATION (City and State) (2) YEAR COMPLETED PROFESSIONAL SERVICES CONSTRUCTION (If applicable) (3) BRIEF DESCRIPTION (Brief scope, size, cost, etc.) AND SPECIFIC ROLE Check if project performed with current firm e. (1) TITLE AND LOCATION (City and State) (2) YEAR COMPLETED PROFESSIONAL SERVICES CONSTRUCTION (If applicable) (3) BRIEF DESCRIPTION (Brief scope, size, cost, etc.) AND SPECIFIC ROLE Check if project performed with current firm STANDARD FORM 330 (REV. 7/2021) PAGE 2 30 Chen Li, PE, LEED AP 5 Pump Stations Team 300 Engineering Group, P.A. / Coral Gables, FL MSc Mechanical Engineering, Florida International University MSc Engineering Mechanics, University of Science and Technology of China, Hefei BS, Engineering Mechanics, University of Science and Technology of China, Hefei Professional Engineer Florida Mechanical Engineering, 1998 Professional Engineer Florida Electrical Engineering, 2002 LEED Accredited Professional, 2008 NCEES No. 46827 Since 2011 Pump Station 1 Rehabilitation and Hardening – Engineering and Design Services – Engineer of Record (EOR) Electrical and I&C – Miami Beach, FL Engineer of Record (EOR) for the electrical and I&C engineering, design, permitting, bid support and engineering services during construction for the rehabilitation and hardening of the regional pump station PS-1. The project includes replacement of the four pump and motors, process piping, electrical equipment including VFDs, on-site generator, instrumentation & controls, and HVAC equipment. The project also includes the hardening of the pump station with hazard mitigation strategies for flood, wind, and impact protection. Over 30 years of experience in mechanical, electrical, instrumentation, controls, HVAC, and fire protection engineering for various governmental, industrial, aviation, rail, educational, institutional, and commercial facilities, including water and wastewater infrastructure. Her experience covers preliminary engineering, design & development and continues through construction in areas of system design and analysis, project management, engineer during construction, to system integration. Experienced with local and State regulations. 2020 2022 Coral Gables Pump Station F Electrical Upgrades – Engineer of Record (EOR) – Coral Gables Florida EOR for the electrical upgrades of Pump Station F. This is a duplex submersible pump station with 30 hp pumps and an emergency generator. The existent electrical equipment was corroded and obsolete. Upgrades to the pump station included: new electrical generator, relocation of backup generation system, new power meter, main disconnect safety switch with fuses, Automatic Power Transfer Switch (ATS), control panel with main and emergency circuit breaker, pump motor connection box by wet well, all wiring, raceway and grounding system, new SCADA system, among others. Engineering, Design and Related Services for the Improvement – WASD PS D2-D2 – Electrical and I&C Engineer of Record (EOR)– Miami-Dade County, Florida EOR for the Electrical, Telemetry, Instrumentation & Control, and Limited Construction Support Services for the design of the new WASD pump station. This is a duplex station with 47 hp pumps. The project included: new power meter, main disconnect safety switch with fuses, control panel with main and emergency circuit breaker, pump motor connection box by wet well, all wiring, raceway and grounding system, new SCADA system, among others. Engineering, Design and Related Services for the Improvement – WASD PS0520 – Electrical and I&C Engineer of Record (EOR) – Miami-Dade County, Florida On-going 2021 2022 2021 2022 EOR for the Electrical, Telemetry, Instrumentation & Control, and Limited Construction Support Services for the improvements of WASD’s PS0520 located at 13590 SW 62nd St. in Miami. This is a duplex station with 30 hp pumps. The project includes conversion of Dry Well/Wet Well station to fully submersible pump station. Coordination with FPL for new service and temporary disconnect of high voltage power lines. Duplex pump control panel design with portable emergency power connection, SCADA & instrumentation design with new pressure transmitter on discharge line, new well levels controller with secondary backup float system, Arc Flash Study and Short-circuit analysis. Engineering, Design and Related Services– WASD PS0830 – Electrical and I&C Engineer of Record – Miami-Dade County, Florida EOR for the Electrical, Telemetry, Instrumentation & Control, and Limited Construction Support Services for the improvements of WASD’s PS 0830 located at 10451 SW 92nd St, Miami. This is a duplex station with 25 hp pumps. The project also includes the design of a new stand-by generator, Automatic Power Transfer Switch (ATS), control panel with main and emergency circuit breaker, pump motor connection box by wet well, all wiring, raceway and grounding system, new SCADA system, among others. 2021 EXPERIENCED IN SERVICE CATEGORY A A EXPERTISE IN CATEGORIES:STANDARD FORM 330 - E: RESUMES

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23216. EDUCATION (Degree and Specialization) 17. CURRENT PROFESSIONAL REGISTRATION (State and Discipline) E. RESUMES OF KEY PERSONNEL PROPOSED FOR THIS CONTRACT (Complete one Section E for each key person.) 12. NAME 13. ROLE IN THIS CONTRACT 14. YEARS EXPERIENCE a. TOTAL b. WITH CURRENT FIRM 15. FIRM NAME AND LOCATION (City and State) 18. OTHER PROFESSIONAL QUALIFICATIONS (Publications, Organizations, Training, Awards, etc.) 19. RELEVANT PROJECTS a. (1) TITLE AND LOCATION (City and State) (2) YEAR COMPLETED PROFESSIONAL SERVICES CONSTRUCTION (If applicable) (3) BRIEF DESCRIPTION (Brief scope, size, cost, etc.) AND SPECIFIC ROLE Check if project performed with current firm b. (1) TITLE AND LOCATION (City and State) (2) YEAR COMPLETED PROFESSIONAL SERVICES CONSTRUCTION (If applicable) (3) BRIEF DESCRIPTION (Brief scope, size, cost, etc.) AND SPECIFIC ROLE Check if project performed with current firm c. (1) TITLE AND LOCATION (City and State) (2) YEAR COMPLETED PROFESSIONAL SERVICES CONSTRUCTION (If applicable) (3) BRIEF DESCRIPTION (Brief scope, size, cost, etc.) AND SPECIFIC ROLE Check if project performed with current firm d. (1) TITLE AND LOCATION (City and State) (2) YEAR COMPLETED PROFESSIONAL SERVICES CONSTRUCTION (If applicable) (3) BRIEF DESCRIPTION (Brief scope, size, cost, etc.) AND SPECIFIC ROLE Check if project performed with current firm e. (1) TITLE AND LOCATION (City and State) (2) YEAR COMPLETED PROFESSIONAL SERVICES CONSTRUCTION (If applicable) (3) BRIEF DESCRIPTION (Brief scope, size, cost, etc.) AND SPECIFIC ROLE Check if project performed with current firm STANDARD FORM 330 (REV. 7/2021) PAGE 2 9 Paola Davalos, PE, ENV SP 9 SSES and I&I Team Lead 300 Engineering Group, P.A. / Coral Gables, FL BS Environmental Engineering, Florida International University Professional Engineer (PE), Florida Envision Sustainability Professional (ENV SP) Experience managing water and wastewater infrastructure projects including the design of wastewater pump stations, gravity mains, force mains and planning studies for expansions and upgrades of water and wastewater systems in South Florida. Ms. Davalos specializes in Infiltration and Inflow (I/I) analysis and monitoring, as well as pump station hydraulics and SCADA data analysis. Vast experience in management of smoke testing, manhole inspections, night flow studies and development of corrective action plans for with Miami-Dade County Code. Sanitary Evaluation System Survey (SSES) – Night Flow Study and Basin Prioritization – Project Manager – Coral Gables, FL Project Manager for the City’s Night Flow Evaluations, Smoke Testing, and Visual Manhole Inspections. 300 Engineering performed wet season Night Flow Monitoring, along with field investigations at each pump station, and analyses of its SCADA data. Additionally, 300 Engineering further evaluated the I/I throughout the City by performing Water Consumption and Environmental Factor Analyses. 300 Engineering prepared the City’s Third Cycle Phase 1 and 2 SSES Report for submittal to the Miami-Dade County Department of Regulatory and Economic Resources (RER). A prioritization of the sewer basins was established based on the I/I estimation results. 2022 Sanitary Evaluation System Survey 3rd Cycle Report (SSES) & Smoke Testing of Sanitary Sewer System – Project Manager – Surfside, FL Project Manager for the Smoke Testing of the Town’s sanitary sewer collection system as part of the SSES assessment required for compliance with Miami-Dade County Code. Additionally, 300 Engineering conducted Visual Manhole Inspections as part of the SSES assessment due to the susceptibility of manholes to structural defects and/or I/I. A Corrective Action Plan was developed as part of the SSES report including recommended priorities, timelines, tactics and initiatives, and the associated preliminary estimated costs for implementation. Sanitary Evaluation System Survey (SSES) – I/I Plan of Compliance – Project Manager – North Bay Village, FL Project Manager for the engineering services to bring the Village’s sanitary sewer basins into compliance with the County Code by re-assessing the system and to respond a RFI provided RER/DERM as a result of the Second Cycle SSES Report. To this effect, 300 Engineering developed a customized I/I Plan of Compliance for the Village. The Plan was also developed to maximize cost-effectiveness by responding to the RER/DERM RFI while simultaneously satisfying the upcoming SSES Third Cycle Report requirements. The Plan was comprised of various steps to ensure that a holistic analysis of the Village’s I/I predicament was conducted and executed. $215M Pump Station Improvement Program (PSIP) Miami-Dade County - Program, Design & Construction Management and Support Services – Design Consultant Manager – Miami-Dade Cunty, FL 2021 2022 2021 Design Consultant Project Manager and Engineering Manager for the upgrade of the Wastewater Collection and Transmission System (WCTS) including over 153 pump station and force main projects and I/I management. Responsible for the preliminary design of pump stations and force mains, including pump motor selection, hydraulic analysis, review of pump station requirements and appurtenances as well as the interpretation of SCADA Data for I/I analysis and monitoring. Managed multiple pump station and force main design projects. Engineering and Geological Services for Water, Wastewater, and Reclaimed Water Planning – Project Manager for BODR Development – Miami-Dade County, FL Project Manager for the development of Basis of Design Repots (BODRs) for the sewer service extensions to commercial and industrial areas throughout the Commission Districts 8 and 9. In addition to sewer expansions, the projects also contemplated water transmission main upgrades to meet standards for commercial water distribution in locations where overlap with wastewater improvements were identified. The analysis was focused on minimizing the need for new pump stations and minimizing the length of gravity sewers and force main extensions where possible. 2017 EXPERIENCED IN SERVICE CATEGORIES A, B, C, D, E, F, G, H 2021 A B C D E F G HEXPERTISE IN CATEGORIES:STANDARD FORM 330 - E: RESUMES

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2A B C D E EXPERTISE IN CATEGORIES:16. EDUCATION (Degree and Specialization) 17. CURRENT PROFESSIONAL REGISTRATION (State and Discipline) E. RESUMES OF KEY PERSONNEL PROPOSED FOR THIS CONTRACT (Complete one Section E for each key person.) 12. NAME 13. ROLE IN THIS CONTRACT 14. YEARS EXPERIENCE a. TOTAL b. WITH CURRENT FIRM 15. FIRM NAME AND LOCATION (City and State) 18. OTHER PROFESSIONAL QUALIFICATIONS (Publications, Organizations, Training, Awards, etc.) 19. RELEVANT PROJECTS a. (1) TITLE AND LOCATION (City and State) (2) YEAR COMPLETED PROFESSIONAL SERVICES CONSTRUCTION (If applicable) (3) BRIEF DESCRIPTION (Brief scope, size, cost, etc.) AND SPECIFIC ROLE Check if project performed with current firm b. (1) TITLE AND LOCATION (City and State) (2) YEAR COMPLETED PROFESSIONAL SERVICES CONSTRUCTION (If applicable) (3) BRIEF DESCRIPTION (Brief scope, size, cost, etc.) AND SPECIFIC ROLE Check if project performed with current firm c. (1) TITLE AND LOCATION (City and State) (2) YEAR COMPLETED PROFESSIONAL SERVICES CONSTRUCTION (If applicable) (3) BRIEF DESCRIPTION (Brief scope, size, cost, etc.) AND SPECIFIC ROLE Check if project performed with current firm d. (1) TITLE AND LOCATION (City and State) (2) YEAR COMPLETED PROFESSIONAL SERVICES CONSTRUCTION (If applicable) (3) BRIEF DESCRIPTION (Brief scope, size, cost, etc.) AND SPECIFIC ROLE Check if project performed with current firm e. (1) TITLE AND LOCATION (City and State) (2) YEAR COMPLETED PROFESSIONAL SERVICES CONSTRUCTION (If applicable) (3) BRIEF DESCRIPTION (Brief scope, size, cost, etc.) AND SPECIFIC ROLE Check if project performed with current firm STANDARD FORM 330 (REV. 7/2021) PAGE 2 40 Reynaldo Urquiola, CUC 3 SSES and I&I Team 300 Engineering Group, P.A. / Coral Gables, FL Southwest Dade Senior High School, Miami Fl RETS Technical Center, Miami, FL Applied Electronics Technology State of Florida Certified Underground Utility and Excavation (CUC) Safe Handling and Use of Chemical Grouts Certified Backflow Tester, Miami Florida R.S. Means, Mechanical and Electrical Estimating. R.S. Means, Managing Facilities Construction and Maintenance. National Safety Council, Workzone Concepts Levels III Over 40 years of experience managing the operations, maintenance, and construction of the Sewage Collection System and Wastewater Pumping Facilities for WASD. Vast expertise in sewer collection systems, including flow monitoring and Infiltration & Inflow (I/I) reduction programs. Mr. Urquiola’ s unparalleled knowledge of pump stations, collection systems and I/I quantification and reduction measures makes him well suited to provide technical advisement for wastewater projects from the Operations and Maintenance perspective. Sanitary Evaluation System Survey (SSES) – Night Flow Study and Basin Prioritization – Technical Advisor – Coral Gables, FL Technical Advisor for the City’s Night Flow Evaluations, Smoke Testing, and Visual Manhole Inspections. 300 Engineering performed wet season Night Flow Monitoring, along with field investigations at each pump station, and analyses of its SCADA data. Additionally, 300 Engineering further evaluated the I/I throughout the City by performing Water Consumption and Environmental Factor Analyses. 300 Engineering prepared the City’s Third Cycle Phase 1 and 2 SSES Report for submittal to the Miami-Dade County Department of Regulatory and Economic Resources (RER). A prioritization of the sewer basins was established based on the I/I estimation results. 2022 Sanitary Evaluation System Survey 3rd Cycle Report (SSES) & Smoke Testing of Sanitary Sewer System – Technical Advisor – Surfside, FL Technical Advisor for the Smoke Testing of the Town’s sanitary sewer collection system as part of the SSES assessment required for compliance with Miami-Dade County Code. Additionally, 300 Engineering conducted Visual Manhole Inspections as part of the SSES assessment due to the susceptibility of manholes to structural defects and/or I/I. A Corrective Action Plan was developed as part of the SSES report including recommended priorities, timelines, tactics and initiatives, and the associated preliminary estimated costs for implementation. Sanitary Evaluation System Survey (SSES) – I/I Plan of Compliance – Technical Advisor – North Bay Village, FL Technical Advisor for the engineering services to bring the Village’s sanitary sewer basins into compliance with the County Code by re-assessing the system and to respond a RFI provided RER/DERM as a result of the Second Cycle SSES Report. To this effect, 300 Engineering developed a customized I/I Plan of Compliance for the Village. The Plan was also developed to maximize cost-effectiveness by responding to the RER/DERM RFI while simultaneously satisfying the upcoming SSES Third Cycle Report requirements. The Plan was comprised of various steps to ensure that a holistic analysis of the Village’s I/I predicament was conducted and executed. $1.9B USEPA Consent Decree Miami Dade County - Program, Design & Construction Management and Support Services – Sr. Construction Manager – Miami-Dade Cunty, FL 2021 2022 Senior Construction Manager for the upgrades of the Wastewater Collection and Transmission System (WCTS), including several major booster sanitary sewer pump station projects. Mr. Urquiola supervises the construction of the upgrades/rehabilitation of these pump stations including the replacement of pumps & motors, installation of new process and yard piping, electrical building upgrades to install new switchgear and VFDs, structural modifications, installation of new instrumentation & controls. Mr. Urquila assists in the commissioning, testing and start up activities of these pump stations. $215MM Pump Station Improvement Program (PSIP) Miami-Dade County – Program, Design & Construction Management and Support Services – Sr Construction Manager – Miami-Dade County, FL – Project Manager for BODR Development – Miami-Dade County, FL Senior Construction Manager Program Manager for the upgrade of the Wastewater Collection and Transmission System (WCTS) including 153 pump station and force main projects. The program aims to bring into compliance 118 sewage pump stations that do not comply with the NAPOT and Peak Flow Criterion in addition to 35 force mains upgrades. His responsibilities included leading field visits in the pre-design phase to perform condition assessments of the pump stations as well as constructability analysis of potential upgrade options. On-going 2021 On-going 2021 EXPERIENCED IN SERVICE CATEGORIES A, B, C, D, E STANDARD FORM 330 - E: RESUMES

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252A B C D E EXPERTISE IN CATEGORIES: E. RESUMES OF KEY PERSONNEL PROPOSED FOR THIS CONTRACT (Complete one Section E for each key person.) 12. NAME 13. ROLE IN THIS CONTRACT 14. YEARS EXPERIENCE a. TOTAL b. WITH CURRENT FIRM 15. FIRM NAME AND LOCATION (City and State) 18. OTHER PROFESSIONAL QUALIFICATIONS (Publications, Organizations, Training, Awards, etc.) 19. RELEVANT PROJECTS a. (1) TITLE AND LOCATION (City and State) (2) YEAR COMPLETED PROFESSIONAL SERVICES CONSTRUCTION (If applicable) (3) BRIEF DESCRIPTION (Brief scope, size, cost, etc.) AND SPECIFIC ROLE Check if project performed with current firm b. (1) TITLE AND LOCATION (City and State) (2) YEAR COMPLETED PROFESSIONAL SERVICES CONSTRUCTION (If applicable) (3) BRIEF DESCRIPTION (Brief scope, size, cost, etc.) AND SPECIFIC ROLE Check if project performed with current firm c. (1) TITLE AND LOCATION (City and State) (2) YEAR COMPLETED PROFESSIONAL SERVICES CONSTRUCTION (If applicable) (3) BRIEF DESCRIPTION (Brief scope, size, cost, etc.) AND SPECIFIC ROLE Check if project performed with current firm d. (1) TITLE AND LOCATION (City and State) (2) YEAR COMPLETED PROFESSIONAL SERVICES CONSTRUCTION (If applicable) (3) BRIEF DESCRIPTION (Brief scope, size, cost, etc.) AND SPECIFIC ROLE Check if project performed with current firm e. (1) TITLE AND LOCATION (City and State) (2) YEAR COMPLETED PROFESSIONAL SERVICES CONSTRUCTION (If applicable) (3) BRIEF DESCRIPTION (Brief scope, size, cost, etc.) AND SPECIFIC ROLE Check if project performed with current firm STANDARD FORM 330 (REV. 7/2021) PAGE 2 45 Rafael Ballesteros, PE 10 Water Main and Force Main Team Lead 300 Engineering Group, P.A. / Coral Gables, FL BS, Civil Engineer Technology, Florida International University, Miami, Florida Professional Engineer, FL Supervisor Leadership and Management Certification Program Professional Certificate in Project Management Extensive experience with the design of pipelines from 8 to 96-inches in diameter that brings maximum efficiency in design efforts. Over 170 miles of water and wastewater pipelines design experience. Over 55 miles of pipeline construction experience. Responsible for the design of large concrete and ductile iron transmission mains as well as the development and implementation of Miami-Dade Water and Sewer standard specifications, rules and regulations. Served as the EOR for multiple PCCP pipelines and micro-tunneling projects in FDOT and Miami-Dade roadways. Installation of 36-inch Water Main along NW 106th – Engineer of Record – Miami-Dade County, FL EOR for the design of a 36-inch Ductile Iron (DI) Main required by the Miami Dade Water and Sewer Department (WASD) to improve water transmission system redundancy and increase system pressure around Medley, Doral, Miami Lakes, Hialeah and Hialeah Gardens. The 10,500 LF water main runs along NW 106th Street from NW 107th Ave to the Intersection of NW 87th Avenue and NW South River Drive, within the Town of Medley. The project involved the design of approximately 300 LF of 54-Inch Steel Casing installed via micro-tunneling crossing Florida East Coast (FEC) Railway. The project also involved approximately 70 LF of subaqueous canal crossing via Open Cut. 2019 16-Inch Water Main Along NW 36th Street from Curtis Parkway to NW 42nd Ave North of Miami International Airport – Engineer of Record – Miami-Dade County, FL EOR for the replacement of an undersized 8-inch Cast Iron (CI) Water Main with a new 16-inch Ductile Iron (DI) Water Main. As part of the Agreement with the City of Miami Springs, WASD was required to upgrade the water system to increase water pressure and provide optimum fire flow protection. The 8,900 LF water main will run along NW 36th Street from Curtis Parkway to NW 42nd Ave (N. Lejeune Rd). Services provided by 300 Engineering include design, permitting, cost estimating, preparation of technical specifications, utility coordination, site inspections, scheduling, coordination with stakeholders limited procurement and construction support services. 24-inch Ductile Iron (DI) Force Main in the City of Miami Lakes – Engineer of Record – City of Miami Lakes, FL 2022 2022 EOR for the design of a 24-inch Ductile Iron (DI) Force Main in the City of Miami Lakes within Miami-Dade County. WASD is required to upgrade the force main system to increase capacity for the future development of the American Dream Mall. 300 Engineering’s scope involves approximately 3,000 LF of force main along NW 170 St from SW 82 Ave to NW 78 Pl, as well as the crossing of FDOT I-75 via micro-tunneling and the aerial crossing of Peter Pike’s Canal. BODR for the Rehabilitation/Replacement of 2.5 Miles of 48-inch PCCP FM along Biscayne Canal – Engineer of Record – Miami-Dade County, FL EOR for the preparation of a Basis of Design Report (BODR) for the Rehabilitation/Replacement of 2.5 Miles of 48-inch PCCP FM along Biscayne Canal between NW 57th Avenue and 32nd Avenue. This project required WASD to rehabilitate or replace the 48-inch FM due to the lack of structural integrity. 300 Engineering provided engineering services for the development of a detailed BODR for the replacement of this critical force main. The estimated construction cost is $22.5 M. As EOR, Mr. Ballesteros was responsible for Identification of preliminary pipe layouts for field evaluation, Base map development, Detailed route analysis and selection, Material selection and OPC. The proposed sanitary sewer force main is intended to replace an existing 24-inch force main as a method to reduce pressures and increase capacities for future developments in the area. The proposed project route starts south of NW 7th Street (Fontainebleau Blvd) and NW 107th Ave where it connects to an existing 36-inch diameter force main, then running North along NW 107th Ave from NW 7th Street (Fontainebleau Blvd) crossing under a CSX owned railroad, to NW 25th Street, where it will connect to 20-Inch and 24-Inch diameter force mains. CSX crossing includes a 36-Inch diameter sewer force main carrier pipe with a 54-Inch steel casing under an active (CSX) railway. 2015 2022 Design-Build for the Installation of a 36-inch Force Main with 54-inch Micro-tunneling along NW 107 Ave from 7th St to 25th St – Engineer of Record – City of Doral, FL 2017 2022 2018 16. EDUCATION (Degree and Specialization) 17. CURRENT PROFESSIONAL REGISTRATION (State and Discipline) EXPERIENCED IN SERVICE CATEGORIES A, B, C, D, E STANDARD FORM 330 - E: RESUMES

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16. EDUCATION (Degree and Specialization) 17. CURRENT PROFESSIONAL REGISTRATION (State and Discipline) E. RESUMES OF KEY PERSONNEL PROPOSED FOR THIS CONTRACT (Complete one Section E for each key person.) 12. NAME 13. ROLE IN THIS CONTRACT 14. YEARS EXPERIENCE a. TOTAL b. WITH CURRENT FIRM 15. FIRM NAME AND LOCATION (City and State) 18. OTHER PROFESSIONAL QUALIFICATIONS (Publications, Organizations, Training, Awards, etc.) 19. RELEVANT PROJECTS a. (1) TITLE AND LOCATION (City and State) (2) YEAR COMPLETED PROFESSIONAL SERVICES CONSTRUCTION (If applicable) (3) BRIEF DESCRIPTION (Brief scope, size, cost, etc.) AND SPECIFIC ROLE Check if project performed with current firm b. (1) TITLE AND LOCATION (City and State) (2) YEAR COMPLETED PROFESSIONAL SERVICES CONSTRUCTION (If applicable) (3) BRIEF DESCRIPTION (Brief scope, size, cost, etc.) AND SPECIFIC ROLE Check if project performed with current firm c. (1) TITLE AND LOCATION (City and State) (2) YEAR COMPLETED PROFESSIONAL SERVICES CONSTRUCTION (If applicable) (3) BRIEF DESCRIPTION (Brief scope, size, cost, etc.) AND SPECIFIC ROLE Check if project performed with current firm d. (1) TITLE AND LOCATION (City and State) (2) YEAR COMPLETED PROFESSIONAL SERVICES CONSTRUCTION (If applicable) (3) BRIEF DESCRIPTION (Brief scope, size, cost, etc.) AND SPECIFIC ROLE Check if project performed with current firm e. (1) TITLE AND LOCATION (City and State) (2) YEAR COMPLETED PROFESSIONAL SERVICES CONSTRUCTION (If applicable) (3) BRIEF DESCRIPTION (Brief scope, size, cost, etc.) AND SPECIFIC ROLE Check if project performed with current firm STANDARD FORM 330 (REV. 7/2021) PAGE 2 W-2 Water Booster Pump Station Rehabilitation – Senior Constructability and O&M QA/QC Reviews– Miami Beach, FL Senior Constructability and O&M QA/QC Reviews for the engineering, design, permitting, bid support and engineering services during construction for the W-2 Water Booster Pump Station Rehabilitation project. The project includes: replacement and relocation of process piping and isolation valves (ranging from 12-inch to 24-inch in diameter), installation of new intake/discharge 24-inch water main, installation of new 3 ton crane and trolley system, structural modification of the pump station building, replacement of three (3) pump and motors, hardening and resiliency upgrades (flood & impact protection, upgrades to the ventilation & air conditioning, among others). 2022 Installation of 36-inch Water Main along NW 106th – QA/QC, O&M and Constructability Reviews – Miami-Dade County, FL Design-Build for the Installation of a 36-inch Force Main with 54-inch Micro-tunnel along NW 107 Ave from 7th St to 25th St – QA/QC, O&M and Constructability Reviews – City of Doral, FL QA/QC, O&M and Constructability Reviews for the design of a 36-inch Ductile Iron (DI) Main required by the Miami Dade Water and Sewer Department to improve water transmission system redundancy and increase system pressure around Medley, Doral, Miami Lakes, Hialeah and Hialeah Gardens. The 10,500 LF water main runs along NW 106th Street from NW 107th Ave to the Intersection of NW 87th Avenue and NW South River Drive, within the Town of Medley. The project involved the design of approximately 300 LF of 54-Inch Steel Casing installed via micro-tunneling crossing Florida East Coast (FEC) Railway. The project also involved approximately 70 LF of subaqueous canal crossing. QA/QC, O&M and Constructability Reviews for the design and installation of approximately 8,000 LF a 36-inch Force Main project within the City of Doral for the Miami Dade Water & Sewer Department (WASD). The new 36-inch force main replaced an existing 24-inch CI force main required to reduce system pressures and increase capacity for future developments in the area. 300 Engineering also designed approximately 160 LF of 54-inch steel micro-tunneling underneath CSX Rail tracks. In addition, full pavement restoration of County owned right of way from NW 12th St to NW 25th St along NW 107th Ave was included in the project. 40 16-Inch Water Main Along NW 36th Street from Curtis Parkway to NW 42nd Ave North of Miami International Airport – Technical Advisor – Miami-Dade County, FL Daniel T Mathews, ENV SP 6 Water Main and Force Main Team 300 Engineering Group, P.A. / Coral Gables, FL High school equivalency diploma; State of Florida, Department of Education (G.E.D) Florida Department of Transportation Maintenance of Traffic Course Certified Competent Person-Sheeting and Shoring Water Distribution System Operator Level 1 Class “A” C.D.L. Driver License with Tanker Endorsement FSAWWA (Florida Section-American Water Works Association) FWPCOA (Florida Water Pollution Control Operators Association) Over 40 years of experience in the design & construction field for major civil works project, with expertise in water & wastewater, facilities, structures, roadways, bridges, aviation, and drainage infrastructure. Professional Engineer with extensive experience in design and construction management for infrastructure projects with structural, mechanical, instrumentation & controls, HVAC, electrical, and civil components. Experienced in performing field assessments, QA/QC and constructability reviews, cost estimating, procurement support and inspection services. Technical Advisor for the replacement of an undersized 8-inch Cast Iron (CI) Water Main with a new 16-inch Ductile Iron (DI) Water Main. As part of the Agreement with the City of Miami Springs, WASD was required to upgrade the water system to increase water pressure and provide optimum fire flow protection. The 8,900 LF water main will run along NW 36th Street from Curtis Parkway to NW 42nd Ave (N. Lejeune Rd). Services provided by 300 Engineering include design, permitting, cost estimating, preparation of technical specifications, utility coordination, site inspections, scheduling, coordination with stakeholders limited procurement and construction support services. Bayshore Park Water Main and Force Main Replacement – Engineering and Design Services – Technical Advisor– Miami Beach, FL Technical Advisor for the engineering, design, permitting, bid support and engineering services during construction for the replacement of a 20-inch water main and 30-inch force main within the Bayshore Park project area. 300 Engineering developed and implemented an expedited project schedule in close coordination with the City, to comply with the sensitive timeline. 300 Engineering developed 90% design drawings and technical specifications for the replacement of approx. 850 LF of 30-inch force main and 1200 LF of 20-inch water main within 8 weeks. Moreover, permits were obtained in less than 90 days, with the water main extension being approved in 24 hours EXPERIENCED IN SERVICE CATEGORIES A, B, C, D, E, H On-going 2019 2021 2017 2021 2A B C D E HEXPERTISE IN CATEGORIES:STANDARD FORM 330 - E: RESUMES

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272 C D E EXPERTISE IN CATEGORIES:16. EDUCATION (Degree and Specialization) 17. CURRENT PROFESSIONAL REGISTRATION (State and Discipline) E. RESUMES OF KEY PERSONNEL PROPOSED FOR THIS CONTRACT (Complete one Section E for each key person.) 12. NAME 13. ROLE IN THIS CONTRACT 14. YEARS EXPERIENCE a. TOTAL b. WITH CURRENT FIRM 15. FIRM NAME AND LOCATION (City and State) 18. OTHER PROFESSIONAL QUALIFICATIONS (Publications, Organizations, Training, Awards, etc.) 19. RELEVANT PROJECTS a. (1) TITLE AND LOCATION (City and State) (2) YEAR COMPLETED PROFESSIONAL SERVICES CONSTRUCTION (If applicable) (3) BRIEF DESCRIPTION (Brief scope, size, cost, etc.) AND SPECIFIC ROLE Check if project performed with current firm b. (1) TITLE AND LOCATION (City and State) (2) YEAR COMPLETED PROFESSIONAL SERVICES CONSTRUCTION (If applicable) (3) BRIEF DESCRIPTION (Brief scope, size, cost, etc.) AND SPECIFIC ROLE Check if project performed with current firm c. (1) TITLE AND LOCATION (City and State) (2) YEAR COMPLETED PROFESSIONAL SERVICES CONSTRUCTION (If applicable) (3) BRIEF DESCRIPTION (Brief scope, size, cost, etc.) AND SPECIFIC ROLE Check if project performed with current firm d. (1) TITLE AND LOCATION (City and State) (2) YEAR COMPLETED PROFESSIONAL SERVICES CONSTRUCTION (If applicable) (3) BRIEF DESCRIPTION (Brief scope, size, cost, etc.) AND SPECIFIC ROLE Check if project performed with current firm e. (1) TITLE AND LOCATION (City and State) (2) YEAR COMPLETED PROFESSIONAL SERVICES CONSTRUCTION (If applicable) (3) BRIEF DESCRIPTION (Brief scope, size, cost, etc.) AND SPECIFIC ROLE Check if project performed with current firm STANDARD FORM 330 (REV. 7/2021) PAGE 2 9 Nicholas Fernandez, PE 8 Gravity Main Team Lead 300 Engineering Group, P.A. / Coral Gables, FL BS, Civil Engineering, Florida International University, Miami, Florida Professional Engineer (PE), Florida NASSCO, PACP, LACP, MACP FDOT-MOT Advanced Certification Nine years of experience in infrastructure engineering, project management, design, construction management, water and sewer systems, land development, stormwater management and drainage design, roadway reconstruction, utility coordination, cost estimates, scheduling, QA/QC reviews, field inspections, permitting, project procurement and MOT. Worked as a project manager various pipeline projects ranging from 4-inch to 60-inch in size. Mr. Fernandez also has in depth knowledge of pipeline rehabilitation and trenchless technologies. and trenchless technologies New Gravity system within Basin 1264 – Project Manager – Miami-Dade County, FL Project Manager for the design services of a new gravity sewer network for WASD’s Basin 1264. The project is located at unincorporated Miami-Dade County delimited by railroad tracks north of NW 74 St., NW 27 Ave, NW 71 St. as well as NW 67th St, and NW 35th Ave This new basin will eliminate over 180 septic tanks in the project area. The project proposes the installation of approximately 12,300 LF of gravity sewers and 1,300 LF of 8-inch force main within Basin 1264–Project S-3 of the Green Tech Corridor. In addition, the project also proposes the installation approximately 11,060 LF of 12-inch water main to provide adequate distribution and fire protection service to the area. On-going Wastewater & Water System Improvements within Basin 0107 – Project Manager – Miami-Dade County, FL Project Manager for the design services of a new gravity sewer network, new pump station discharge force main, and water distribution pipeline improvements within WASD’s Basin 0107. The project is located at unincorporated Miami-Dade County delimited by NW 78th St on the North, NW 75th St on the South, NW 10th Ave on the East, and NW 22nd Ave on the West. The upgraded basin will eliminate over 65 septic tanks and replace existing undersized infrastructure. The project proposes the installation of approximately 6,700 LF of 18 and 8-inch gravity sewers, and 70 LF of 12-inch force main within Basin 0107. 24-inch Ductile Iron (DI) Force Main in the City of Miami Lakes – Project Manager – City of Miami Lakes, FL 2022 2022 Project Manager for the design of a 24-inch Ductile Iron (DI) Force Main in the City of Miami Lakes within Miami-Dade County. Miami Dade Water and Sewer Department (WASD) is required to upgrade the force main system to increase capacity for the future development of the American Dream Mall. 300 Engineering’s scope involves approximately 3,000 LF of force main along NW 170 St from SW 82 Ave to NW 78 Pl, as well as the crossing of FDOT I-75 via micro-tunneling ing and the aerial crossing of Peter Pike’s Canal. Gravity System extension within Basin 1204 – Project Manager – Miami-Dade County, FL Project manager for the design services of a gravity sewer extension for WASD’s Basin 1204 to be able to expand the sanitary sewer services to commercial and industrial sites. The project is located along NW 79th St. from NW 11th Ct. to NW 7th Ave. The proposed gravity sewer consists of approximately 2,400 linear feet of 8-inch polyvinyl chloride (PVC) pipe that will eliminate over 29 septic tanks in the project area. In addition, the project also proposes the installation of approximately 2,650 linear of a 12-inch ductile iron (DI) water main to enhance water distribution in the areas where sewer improvements are planned. On-going Design-Build for the Installation of a 36-inch Force Main with 54-inch Micro-tunneling along NW 107 Ave from 7th St to 25th St – Design Manager – City of Doral, FL Design Manager for the design and installation of approximately 8,000 LF a 36-inch Diameter Sanitary Sewer Force Main project within the City of Doral for the Miami Dade Water & Sewer Department (WASD). The new 36-inch force main replaced an existing 24-inch CI force main required to reduce system pressures and increase capacity for future developments in the area. 300 Engineering also designed approximately 160 LF of 54-inch steel micro-tunneling ing underneath CSX Rail tracks. In addition, full pavement restoration of County owned right of way from NW 12th St to NW 25th St along NW 107th Ave was included in the project. 2022 2022 EXPERIENCED IN SERVICE CATEGORIES C, D, E STANDARD FORM 330 - E: RESUMES

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2A B C D E EXPERTISE IN CATEGORIES:16. EDUCATION (Degree and Specialization) 17. CURRENT PROFESSIONAL REGISTRATION (State and Discipline) E. RESUMES OF KEY PERSONNEL PROPOSED FOR THIS CONTRACT (Complete one Section E for each key person.) 12. NAME 13. ROLE IN THIS CONTRACT 14. YEARS EXPERIENCE a. TOTAL b. WITH CURRENT FIRM 15. FIRM NAME AND LOCATION (City and State) 18. OTHER PROFESSIONAL QUALIFICATIONS (Publications, Organizations, Training, Awards, etc.) 19. RELEVANT PROJECTS a. (1) TITLE AND LOCATION (City and State) (2) YEAR COMPLETED PROFESSIONAL SERVICES CONSTRUCTION (If applicable) (3) BRIEF DESCRIPTION (Brief scope, size, cost, etc.) AND SPECIFIC ROLE Check if project performed with current firm b. (1) TITLE AND LOCATION (City and State) (2) YEAR COMPLETED PROFESSIONAL SERVICES CONSTRUCTION (If applicable) (3) BRIEF DESCRIPTION (Brief scope, size, cost, etc.) AND SPECIFIC ROLE Check if project performed with current firm c. (1) TITLE AND LOCATION (City and State) (2) YEAR COMPLETED PROFESSIONAL SERVICES CONSTRUCTION (If applicable) (3) BRIEF DESCRIPTION (Brief scope, size, cost, etc.) AND SPECIFIC ROLE Check if project performed with current firm d. (1) TITLE AND LOCATION (City and State) (2) YEAR COMPLETED PROFESSIONAL SERVICES CONSTRUCTION (If applicable) (3) BRIEF DESCRIPTION (Brief scope, size, cost, etc.) AND SPECIFIC ROLE Check if project performed with current firm e. (1) TITLE AND LOCATION (City and State) (2) YEAR COMPLETED PROFESSIONAL SERVICES CONSTRUCTION (If applicable) (3) BRIEF DESCRIPTION (Brief scope, size, cost, etc.) AND SPECIFIC ROLE Check if project performed with current firm STANDARD FORM 330 (REV. 7/2021) PAGE 2 43 Rod Lovett 3 Gravity Main Team 300 Engineering Group, P.A. / Coral Gables, FL Associate Equivalent, 1990 NASSCO, PACP, LACP, MACP Wastewater collection and transmission systems expert and experienced project manager. His experience includes system Operations & Maintenance (O&M), Infiltration/Inflow Reduction, Flow/Rain/Groundwater monitoring, Capacity, management Operations & Maintenance (CMOM), Pipeline Construction, and Electromagnetic Inspections. Experience in pipeline operations, trenchless technologies and the successful implementation of I/I improvement programs which resulted in a reduction of over 125 MGD of wastewater for Miami-Dade County, $1.9B USEPA Consent Decree Miami Dade County - Program, Design & Construction Management and Support Services – WASD WWCT Line Division Chief – Miami-Dade County, FL Chief of WASD Wastewater Collection and Transmission Line Division for the upgrades of the Wastewater Collection and Transmission System (WCTS), including gravity sewer, force main and pump station projects. As the division Chief, Mr. Lovett was involved in the Construction Management for projects related to wastewater pipelines conducted by the program. Some of these projects include: Collection system I/I Repair; PCCP force mains rehabilitation, replacement of ACP wastewater pipe, force main aerial crossing replacement and installation of appx 7600 LF of gravity sewer mains 2016 2016 WASD Wastewater Collection and Transmission Line Division (WCTLD) Improvements – Division Chief – Miami-Dade County, FL Division Chief for multiple improvement, repair and replacement projects conducted by the WCTLD. Some of the projects conducted under his leadership include: Post External Tensioning of large diameter PCCP pipe in multiple locations; Rehabilitation and replacement of 3,300 LF of 54-inch PCCP on West Flagler ST; Rehabilitation of exiting 54-Inch FM by cured-in place liner; rehabilitation of multiple sanitary sewer gravity mains including the collection system of PS-301; rehabilitation and repair of post siphon chamber and 72-inch pipe at North River Dr and South River Dr; rehabilitation and repair of 42-inch interceptor and manholes. $200M Infiltration/Exfiltration/Inflow (I/E/I) Improvement Program – I/I Specialist – Miami-Dade County, FL I/I Specialist for the I/E/I program to reduce the amount of flow entering the wastewater collection/treatment system. The program provided sufficient system capacity to meet growth requirement for land development, maximized the utilization of local businesses, and provided increased opportunities for minority participation in County contracts. The initial program required by the consent order was completed in 2002 resulting in a total I/I correction of almost 98 MGDs. A similar I/I program continues as required by Miami Dade County’s Volume Sewer Customer Ordinance and as of 2016, the total I/I correction was over 125 MGDs. $60M Needs Assessment Program (NAP)/Neighborhood Improvement/Septic Tank Elimination Program – WASD Operations Manager – Miami-Dade County, Florida 2016 2016 WASD Operations Manager for the $60M water and sewer infrastructure improvement program to identify, plan, design, and construct water and sewer utilities within areas of special needs with the goal of stimulating the economy. The program to date involved 40 separate water and sewer projects involving design and construction of 17,815 linear feet of pressurized sewer force main from 4-inch to 12-inch diameter; 91,451 linear feet of 8-inch to 16-inch pressurized water main; 39,000 linear feet of 8-inch gravity sewer from 8-inch to 12-inch; and six pump stations. $17M Comprehensive Lateral Investigation Program (CLIP) – Project Manager – Miami-Dade County, Florida – Project Manager for BODR Development – Miami-Dade County, FL Project Manager for this two-year, $17 million pilot program, which evaluated the effectiveness and costs of repairing public and private sewer laterals to reduce wastewater peak flows during rain event. A total of 6,972 work orders were issued with 6,312 laterals inspected and tested, and 1,222 laterals repaired. From the 52 basins selected In addition, the SCADA system was utilized to estimate the pre-mainline repair, pre-CLIP and post-CLIP flows and determine the effectiveness of testing and replacing sewer laterals 2008 2007 2016 2016 EXPERIENCED IN SERVICE CATEGORIES A, B, C, D, E 2008 2007 STANDARD FORM 330 - E: RESUMES

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292STANDARD FORM 330 - E: RESUMESA B C D E F G HEXPERTISE IN CATEGORIES:16. EDUCATION (Degree and Specialization) 17. CURRENT PROFESSIONAL REGISTRATION (State and Discipline) E. RESUMES OF KEY PERSONNEL PROPOSED FOR THIS CONTRACT (Complete one Section E for each key person.) 12. NAME 13. ROLE IN THIS CONTRACT 14. YEARS EXPERIENCE a. TOTAL b. WITH CURRENT FIRM 15. FIRM NAME AND LOCATION (City and State) 18. OTHER PROFESSIONAL QUALIFICATIONS (Publications, Organizations, Training, Awards, etc.) 19. RELEVANT PROJECTS a. (1) TITLE AND LOCATION (City and State) (2) YEAR COMPLETED PROFESSIONAL SERVICES CONSTRUCTION (If applicable) (3) BRIEF DESCRIPTION (Brief scope, size, cost, etc.) AND SPECIFIC ROLE Check if project performed with current firm b. (1) TITLE AND LOCATION (City and State) (2) YEAR COMPLETED PROFESSIONAL SERVICES CONSTRUCTION (If applicable) (3) BRIEF DESCRIPTION (Brief scope, size, cost, etc.) AND SPECIFIC ROLE Check if project performed with current firm c. (1) TITLE AND LOCATION (City and State) (2) YEAR COMPLETED PROFESSIONAL SERVICES CONSTRUCTION (If applicable) (3) BRIEF DESCRIPTION (Brief scope, size, cost, etc.) AND SPECIFIC ROLE Check if project performed with current firm d. (1) TITLE AND LOCATION (City and State) (2) YEAR COMPLETED PROFESSIONAL SERVICES CONSTRUCTION (If applicable) (3) BRIEF DESCRIPTION (Brief scope, size, cost, etc.) AND SPECIFIC ROLE Check if project performed with current firm e. (1) TITLE AND LOCATION (City and State) (2) YEAR COMPLETED PROFESSIONAL SERVICES CONSTRUCTION (If applicable) (3) BRIEF DESCRIPTION (Brief scope, size, cost, etc.) AND SPECIFIC ROLE Check if project performed with current firm STANDARD FORM 330 (REV. 7/2021) PAGE 2 34 Gil Garcia, CGC, CCM, DBIA 1 Trenchless Technologies Lead 300 Engineering Group, P.A. / Coral Gables, FL MBA, Loyola University, New Orleans BS Civil Engineering, University of New Orleans General Contractor License – State of Florida (CGC) Certificate on Construction Management (CCM) Design-Build Institute of America (DBIA) Over 34 years of experience on: Design, Construction, Construction Management, and Commissioning of: Heavy Civil, Marine, and Underground Construction (Trenchless Technologies). Substantial experience on Constructability Review, Value Engineering, Estimating, Scheduling, Procurement, Operation and Maintenance, of projects entailing facilities such as: Water and Wastewater Treatment Plants, Booster and Master Water and Sewer Pump Stations, Force and Water Mains, Outfalls. familiar with various project delivery methods. Pipeline Subaqueous Canal Crossing Replacement along Flamingo Waterway – HDD Technical Advisor – Miami Beach, FL HDD Technical Advisor for the engineering, design, permitting, bid support and engineering services during construction for the installation of two 30-inch FM subaqueous canal crossing under the Flamingo Waterway. 300 Engineering performed an engineering assessment to determine the best replacement method and the alignment of the proposed pipes. It was determined that a Horizontal Directional Drill (HDD) was the most adequate solution, the pipes will be installed centered along the bridge alignment, at least 12-feet below the piers. In addition, system reliability has been increased by the installation of a new force main interconnection. ) $1.9B USEPA Consent Decree Miami Dade County - Program, Design & Construction Management and Support Services – Sr. Construction Manager – Miami-Dade Cunty, FL Sr. Construction Manager for the upgrades of the Wastewater Collection and Transmission System (WCTS), including several major booster sanitary sewer pump station projects and force main projects. One of the most notable projects include the upgrades of PS 0187, which included the replacement of four (4) 450 pumps & motors, new electrical equipment, replacement of on-site generator, replacement of plug and control valves. Mr. Garcia also led the system integration and commissioning of this major pump station. Port of Miami Tunnel – Construction Manager – Miami-Dade County, FL Construction Manager for the construction of 4,100 feet of 40.8 feet diameter tunnels, to accommodate 4 traffic lanes, 5 cross passages, widening of the MacArthur Causeway Bridge, two (2) new bridges, and roadways within the Port of Miami. The project also included significant ground improvement (permeation grouting) under the Port of Miami, two large launching and retrieving ramps, construction of numerous temporary structures and many other miscellaneous works. The project required extensive inter-disciplinary engineering knowledge and experience on Civil, Mining, Geotechnical, Electrical, Mechanical, Hydraulic, Structural, and System Integration. Southeast Sewer Collection System – Project Manager – York and Durham Regions, Canada On-going 2019 2012 2011 Constructability review of 49,000 feet and 13.82 feet diameter gravity sewer, 5-25 feet diameter shafts that served as screening and primary treatment facility. A unique aspect of this project was the Owner’s procurement of 5 tunnel boring machines, spare parts, and the fabrication of approximately 86,000 concrete segments.49,000 feet and 13.82 feet diameter gravity sewer tunnel, 5 - 25 foot diameter shafts, and connection to treatment structure for gravity sewer. Chimalhuacán CSO Conveyance Tunnel – Construction Manager – Mexico City, Mx Directed the construction of about 11,875 ft. of 21-ft. dia. CSO tunnel and rehabilitation of 250 CFS CSO Pump Stations. This project required close coordination with the design, procurement, and star-up of a 250 t self-climbing crane, a 200 t gantry crane, a TBM, high voltage power supply, step-down transformers, safety monitoring equipment, ventilation, and system integration. Other responsibilities included: management of administrative, accounting, scheduling, and operations personnel, coordination with subcontractors and owner procured equipment 2016 2012 EXPERIENCED IN SERVICE CATEGORIES A, B, C, D, E, F, G, H

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2STANDARD FORM 330 - E: RESUMESA B C D E EXPERTISE IN CATEGORIES:16. EDUCATION (Degree and Specialization) 17. CURRENT PROFESSIONAL REGISTRATION (State and Discipline) E. RESUMES OF KEY PERSONNEL PROPOSED FOR THIS CONTRACT (Complete one Section E for each key person.) 12. NAME 13. ROLE IN THIS CONTRACT 14. YEARS EXPERIENCE a. TOTAL b. WITH CURRENT FIRM 15. FIRM NAME AND LOCATION (City and State) 18. OTHER PROFESSIONAL QUALIFICATIONS (Publications, Organizations, Training, Awards, etc.) 19. RELEVANT PROJECTS a. (1) TITLE AND LOCATION (City and State) (2) YEAR COMPLETED PROFESSIONAL SERVICES CONSTRUCTION (If applicable) (3) BRIEF DESCRIPTION (Brief scope, size, cost, etc.) AND SPECIFIC ROLE Check if project performed with current firm b. (1) TITLE AND LOCATION (City and State) (2) YEAR COMPLETED PROFESSIONAL SERVICES CONSTRUCTION (If applicable) (3) BRIEF DESCRIPTION (Brief scope, size, cost, etc.) AND SPECIFIC ROLE Check if project performed with current firm c. (1) TITLE AND LOCATION (City and State) (2) YEAR COMPLETED PROFESSIONAL SERVICES CONSTRUCTION (If applicable) (3) BRIEF DESCRIPTION (Brief scope, size, cost, etc.) AND SPECIFIC ROLE Check if project performed with current firm d. (1) TITLE AND LOCATION (City and State) (2) YEAR COMPLETED PROFESSIONAL SERVICES CONSTRUCTION (If applicable) (3) BRIEF DESCRIPTION (Brief scope, size, cost, etc.) AND SPECIFIC ROLE Check if project performed with current firm e. (1) TITLE AND LOCATION (City and State) (2) YEAR COMPLETED PROFESSIONAL SERVICES CONSTRUCTION (If applicable) (3) BRIEF DESCRIPTION (Brief scope, size, cost, etc.) AND SPECIFIC ROLE Check if project performed with current firm STANDARD FORM 330 (REV. 7/2021) PAGE 2 Installation of 36-inch Water Main along NW 106th – Technical Advisor – Miami-Dade County, FL Technical advisor for the design of a 36-inch Ductile Iron (DI) Main required by the Miami Dade Water and Sewer Department to improve water transmission system redundancy and increase system pressure around Medley, Doral, Miami Lakes, Hialeah and Hialeah Gardens. The 10,500 LF water main runs along NW 106th Street from NW 107th Ave to the Intersection of NW 87th Avenue and NW South River Drive, within the Town of Medley. The project involved the design of approximately 300 LF of 54-Inch Steel Casing installed via micro-tunneling crossing Florida East Coast (FEC) Railway. The project also involved approximately 70 LF of subaqueous canal crossing via Open Cut. 24-inch Ductile Iron (DI) Force Main in the City of Miami Lakes – Technical Advisor – City of Miami Lakes, FL 2022 Technical Advisor for the design of a 24-inch Ductile Iron (DI) Force Main in the City of Miami Lakes within Miami-Dade County. WASD is required to upgrade the force main system to increase capacity for the future development of the American Dream Mall. 300 Engineering’s scope involves approximately 3,000 LF of force main along NW 170 St from SW 82 Ave to NW 78 Pl, as well as the crossing of FDOT I-75 via micro-tunneling and the aerial crossing of Peter Pike’s Canal. Orlando International Airport – Construction Manager – Orlando, FL Construction Manager for the installation of a 38-inch steel casing crossing the taxiway, 2,100 LF of pipeline were installed using micro-tunneling. This project was delivered under a Construction Manager at Risk (CMAR) method. 43 Steve Caneen 1 Trenchless Technologies Team 300 Engineering Group, P.A. / Coral Gables, FL Humber College of Applied Arts and Technology, Honors Diploma Mining Technology Recognized as an industry leader for Micro tunnel installation in the Country, having received peer recognition with a lifetime achievement award for micro-tunnel construction management. He has successfully completed the installation of over 180,000 LF of pipeline via micro-tunneling up to 120-inches, including tunneling in highly congested areas. Experienced with other trenchless construction methods including conventional utility tunneling, auger boring, guided boring and horizontal directional drilling. 2022 On-going Design Build for the Installation of a 36-inch Force Main with 54-inch Micro tunnel along NW 107 Ave from 7th St to 25th St – Technical Advisor– City of Doral, FL Technical Advisor for the design and installation of approximately 8,000 LF a 36-inch Diameter Sanitary Sewer Force Main project within the City of Doral for the Miami Dade Water & Sewer Department (WASD). The new 36-inch force main replaced an existing 24-inch CI force main required to reduce system pressures and increase capacity for future developments in the area. 300 Engineering also designed approximately 160 LF of 54-inch steel micro-tunneling underneath CSX Rail tracks. In addition, full pavement restoration of County owned right of way from NW 12th St to NW 25th St along NW 107th Ave was included in the project. EXPERIENCED IN SERVICE CATEGORIES A, C, D, E On-going 2018 On-going All Aboard Florida – Construction Manager – Miami-, FL Construction manager for the installation of 250 LF of a 72-inch steel casing via micro-tunneling for the All-Aboard project in Miami. The All Aboard project seeks to provide a intercity passenger railroad system to connect Orlando and Miami, with intermediate stops in Fort Lauderdale and West Palm Beach. 2017

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312A B C D E F GEXPERTISE IN CATEGORIES: E. RESUMES OF KEY PERSONNEL PROPOSED FOR THIS CONTRACT (Complete one Section E for each key person.) 12. NAME 13. ROLE IN THIS CONTRACT 14. YEARS EXPERIENCE a. TOTAL b. WITH CURRENT FIRM 15. FIRM NAME AND LOCATION (City and State) 18. OTHER PROFESSIONAL QUALIFICATIONS (Publications, Organizations, Training, Awards, etc.) 19. RELEVANT PROJECTS a. (1) TITLE AND LOCATION (City and State) (2) YEAR COMPLETED PROFESSIONAL SERVICES CONSTRUCTION (If applicable) (3) BRIEF DESCRIPTION (Brief scope, size, cost, etc.) AND SPECIFIC ROLE Check if project performed with current firm b. (1) TITLE AND LOCATION (City and State) (2) YEAR COMPLETED PROFESSIONAL SERVICES CONSTRUCTION (If applicable) (3) BRIEF DESCRIPTION (Brief scope, size, cost, etc.) AND SPECIFIC ROLE Check if project performed with current firm c. (1) TITLE AND LOCATION (City and State) (2) YEAR COMPLETED PROFESSIONAL SERVICES CONSTRUCTION (If applicable) (3) BRIEF DESCRIPTION (Brief scope, size, cost, etc.) AND SPECIFIC ROLE Check if project performed with current firm d. (1) TITLE AND LOCATION (City and State) (2) YEAR COMPLETED PROFESSIONAL SERVICES CONSTRUCTION (If applicable) (3) BRIEF DESCRIPTION (Brief scope, size, cost, etc.) AND SPECIFIC ROLE Check if project performed with current firm e. (1) TITLE AND LOCATION (City and State) (2) YEAR COMPLETED PROFESSIONAL SERVICES CONSTRUCTION (If applicable) (3) BRIEF DESCRIPTION (Brief scope, size, cost, etc.) AND SPECIFIC ROLE Check if project performed with current firm STANDARD FORM 330 (REV. 7/2021) PAGE 2 18 Victor Herrera, PE 4 Water & Wastewater Hydraulic Modeling BS Civil Engineering, Florida State University Professional Engineer (PE), Florida No. 71164 Professional Engineer (PE), Alabama No. 30849 Professional Engineer (PE), Georgia No. 047786 Professional Engineer (PE), Texas No. 142487 Professional Engineer (PE), Puerto Rico No. 28402 Pipeline Assessment Professional (PACP). Florida 06-16991 Mr. Herrera has 18 years of combined experience in construction management and civil engineering design. He has experience in coastal design, land development, utility design, and program management/owner’s representative, for both public and privately held projects. responsible for contract management, sub-consultant/contractor oversight, project scheduling, regulatory compliance and permitting, and design-build management BCC Engineering, LCC / Miami, FL Sunset Harbour Neighborhood Improvements – Engineering and Design Services – Senior Project Manager – City of Miami Beach, FL Senior Project Manager for the project. Performed ICPR drainage modeling and evaluation of the system to provide fast-tracked recommendations for both collection and stormwater pumping improvements to reduce flooding in the neighborhood. The recommendations were approved by the City, the South Florida Water Management District (SFWMD), and Miami-Dade County Environmental Resource Management. Golf Village Infrastructure Improvements – Principal – City of Sunrise, FL Project Principal for the professional services to provide water modeling engineering analysis, design, permitting and bidding services for the installation of water mains, force mains and stormwater infrastructure. The improvements involve design of water mains replacements of aging 6-inch to 12-inch PVC and asbestos pipes, upsizing existing 2-inch through 4-inch water mains, 6-inch through 10-inch asbestos force main replacement, and design of exfiltration trenches to address localized flooding areas. BCC was in charge of development of the Basis of Design Report. Sunset Strip Force Main Section Model Calibration – Principal – City of Sunrise, FL Principal for the design service to replace the Sunset Strip Force Main, and through a preliminary review of the computer model output, it was determined that more specific monitoring and an additional model simulation was necessary to refine the selection and ensure proper function of the City's system in conjunction with the improvements. BCC’s scope of work includes data collection, model network update, sewer system model calibration and validation, and an evaluation of the existing wastewater system performance Civil Engineering Principal for the hydraulic modeling of the existing 8-inch to 10-inch force main along Sunset Strip for upsizing and flow redirection. Field investigations will be performed to locate and open the plug valves for full force main system analysis. Tasks included data collection, flow monitoring, and hydraulic modeling The project area is mostly residential with some commercial properties Sunrise Sunset Strip Force Main Study from LS 118 to LS 101– Civil Engineering Principal – City of Sunrise, FL 2015 2020 2021 Design-Build Services for the Installation of a 48-inch Diameter Transmission Main for “Area N” Package IV-A – Design Principal – Miami, FL Design Principal for the Design-Build services for the installation of approximately 8,800 linear feet of 48-inch diameter P.C.C.P. transmission water main along SW 117th Avenue to connect the County’s new 36-inch diameter water transmission main project at SW 152nd Street and SW 127th Avenue. The purpose is to enhance Miami-Dade WASD's water service reliability and address water pressure deficiencies in the County's southern service area. On-going 16. EDUCATION (Degree and Specialization) 17. CURRENT PROFESSIONAL REGISTRATION (State and Discipline) EXPERIENCED IN SERVICE CATEGORIES A, B, C, D, F,G On-going Ongoing STANDARD FORM 330 - E: RESUMES

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2 E. RESUMES OF KEY PERSONNEL PROPOSED FOR THIS CONTRACT (Complete one Section E for each key person.) 12. NAME 13. ROLE IN THIS CONTRACT 14. YEARS EXPERIENCE a. TOTAL b. WITH CURRENT FIRM 15. FIRM NAME AND LOCATION (City and State) 18. OTHER PROFESSIONAL QUALIFICATIONS (Publications, Organizations, Training, Awards, etc.) 19. RELEVANT PROJECTS a. (1) TITLE AND LOCATION (City and State) (2) YEAR COMPLETED PROFESSIONAL SERVICES CONSTRUCTION (If applicable) (3) BRIEF DESCRIPTION (Brief scope, size, cost, etc.) AND SPECIFIC ROLE Check if project performed with current firm b. (1) TITLE AND LOCATION (City and State) (2) YEAR COMPLETED PROFESSIONAL SERVICES CONSTRUCTION (If applicable) (3) BRIEF DESCRIPTION (Brief scope, size, cost, etc.) AND SPECIFIC ROLE Check if project performed with current firm c. (1) TITLE AND LOCATION (City and State) (2) YEAR COMPLETED PROFESSIONAL SERVICES CONSTRUCTION (If applicable) (3) BRIEF DESCRIPTION (Brief scope, size, cost, etc.) AND SPECIFIC ROLE Check if project performed with current firm d. (1) TITLE AND LOCATION (City and State) (2) YEAR COMPLETED PROFESSIONAL SERVICES CONSTRUCTION (If applicable) (3) BRIEF DESCRIPTION (Brief scope, size, cost, etc.) AND SPECIFIC ROLE Check if project performed with current firm e. (1) TITLE AND LOCATION (City and State) (2) YEAR COMPLETED PROFESSIONAL SERVICES CONSTRUCTION (If applicable) (3) BRIEF DESCRIPTION (Brief scope, size, cost, etc.) AND SPECIFIC ROLE Check if project performed with current firm STANDARD FORM 330 (REV. 7/2021) PAGE 2 30 Tere C. Garcia 28 Public Outreach Master of Urban Planning, University of Puerto Rico Master of Architecture, Tulane University Bachelor of Architecture, Tulane University Board of Governors, Greater Miami Chamber of Commerce; Leadership Florida, SE Regional Council; Policy Advisory Council, Trust for Public Land. Over 30 years of experience in the fields of planning, public participation, governmental and media relations. Twenty-five of those years has been spent specifically in the public involvement field concentrating on transportation and infrastructure projects. Throughout her many years of experience, she has also established a network with state and local permitting entities. Ms. Garcia has extensive public outreach in Miami Beach, including the Scott Racow Youth Center, Sunset Harbor, City of Miami Beach Golf course, and the Cameo Theater. Bermello Ajamil & Partners / Miami, FL Arch Creek Drainage Basin Outreach Methodology – Public Involvement Specialist – Miami-Dade County, FL Ms. Garcia led the public involvement efforts for the Miami-Dade Department of Regulatory and Economic Resources (RER) Office of Resilience pilot program to test outreach methodologies for potential use in future Adaptation Action Areas. The project provided technical and outreach services to obtain input from residents on proposed flood resilient solutions for the Arch Creek Drainage Basin. Preparation of promotional flyers in English, Spanish, and Creole, meeting agenda, PowerPoint presentation, and leading the meeting and the polling survey $215MM Pump Station Improvement Program (PSIP) Miami-Dade County – Program, Design & Construction Management and Support Services – Public Outreach Director – Miami-Dade County, FL The Pump Station Improvement Program was completed in 2021 and it included 153 projects under its scope. Part of the Program Management Team in charge of the Pump Station Improvement Program and lead all the public outreach during the design and construction of each project. Ms. Garcia also provided the guidelines for enhancements of the pump stations and related street improvements. Assisted with permitting, research, and oversight of new or easements that need to be recorded or modified as well as interfaces with the different municipalities the program impacts Pinecrest Community Center Master Plan – Public Involvement Director – Miami, FL Developed a Master Plan suitable for implementation of overextended phases as funding is allocated and/or the need for additional programming increases. A public outreach effort included hosting three charrette-style Community Meetings, surveying residents, and collecting public input. Assisted WASD with a location analysis to find a suitable location that would meet critical needs and allow projected development identified by the Downtown Miami DRI and the Miami Corridor Infield Plan. As part of the effort, close coordination took place with the City of Miami Planning Department, the District Preservation Office, the City Manager’s office, and the Miami River Commission WASD Regional Pump Station CP-A Location Analysis Report – Planner and Public Involvement Specialist – Miami-Dade County, FL 2018 2021 2007 2014 Miami-Dade Expressway Authority (MDX) – Public Involvement Director and Communications Specialists – Miami-Dade County, FL Responsible for developing strategies and overseeing all public involvement and community awareness programs throughout the master planning and final design phases of MDX’s projects. This has included strategic and extensive community awareness campaigns to reach the impacted communities. 2021 16. EDUCATION (Degree and Specialization) 17. CURRENT PROFESSIONAL REGISTRATION (State and Discipline) EXPERIENCED IN SERVICE CATEGORY H 2021 STANDARD FORM 330 - E: RESUMES

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332SUPPLEMENTAL SERVICESSTRUCTURAL E. RESUMES OF KEY PERSONNEL PROPOSED FOR THIS CONTRACT (Complete one Section E for each key person.) 12. NAME 13. ROLE IN THIS CONTRACT 14. YEARS EXPERIENCE a. TOTAL b. WITH CURRENT FIRM 15. FIRM NAME AND LOCATION (City and State) 18. OTHER PROFESSIONAL QUALIFICATIONS (Publications, Organizations, Training, Awards, etc.) 19. RELEVANT PROJECTS a. (1) TITLE AND LOCATION (City and State) (2) YEAR COMPLETED PROFESSIONAL SERVICES CONSTRUCTION (If applicable) (3) BRIEF DESCRIPTION (Brief scope, size, cost, etc.) AND SPECIFIC ROLE Check if project performed with current firm b. (1) TITLE AND LOCATION (City and State) (2) YEAR COMPLETED PROFESSIONAL SERVICES CONSTRUCTION (If applicable) (3) BRIEF DESCRIPTION (Brief scope, size, cost, etc.) AND SPECIFIC ROLE Check if project performed with current firm c. (1) TITLE AND LOCATION (City and State) (2) YEAR COMPLETED PROFESSIONAL SERVICES CONSTRUCTION (If applicable) (3) BRIEF DESCRIPTION (Brief scope, size, cost, etc.) AND SPECIFIC ROLE Check if project performed with current firm d. (1) TITLE AND LOCATION (City and State) (2) YEAR COMPLETED PROFESSIONAL SERVICES CONSTRUCTION (If applicable) (3) BRIEF DESCRIPTION (Brief scope, size, cost, etc.) AND SPECIFIC ROLE Check if project performed with current firm e. (1) TITLE AND LOCATION (City and State) (2) YEAR COMPLETED PROFESSIONAL SERVICES CONSTRUCTION (If applicable) (3) BRIEF DESCRIPTION (Brief scope, size, cost, etc.) AND SPECIFIC ROLE Check if project performed with current firm STANDARD FORM 330 (REV. 7/2021) PAGE 2 37 Steven M. Goldstein, PE, SECB, SI 12 Structural Engineering MBA, 1983 Cornell University MS in Civil Engineering, 1982 Cornell University BS in Civil Engineering, 1981 Cornell University Professional Engineer Florida No. 44423, 1991 Texas No. 142594, 2021 Special Inspector License No. 1070, 1995 Mr. Goldstein has 37 years of experience in the design of buildings and other civil engineering structures. Mr. Goldstein’s projects have ranged from high-rise towers, including the tallest building in Florida, large mega-resorts, single-family homes, miscellaneous alterations, repairs and renovations. Mr. Goldstein’s designs have included hotels, office buildings, parking garages, condominiums, restaurants and retail establishments, casinos, hospitals and airports. BCC Engineering, LCC / Miami, FL Bella Isla Apartments – Structural Engineer – City of Miami Beach, FL Structural Engineer-of-Record and Threshold Inspector and is providing Structural Construction Documents, Construction Administration, and Threshold Inspections. Located on 3.5 acres of the northeast corner of Belle Isle, Bella Isla Apartments will be a new 172 unit 5-story luxury rental complex, totaling 310,000 square feet. The complex consists of a main building with units surrounding a central parking garage with 297 parking spaces and a separate residential building connected with a two-level walkway. Araya Apartments – Structural Engineer – City of Miami Beach, FL Structural Engineer-of-Record and Threshold Inspector and is providing Structural Construction Documents, Construction Administration, and Threshold Inspections. Araya Apartments will be a new four unit 5-story luxury rental building, totaling 13,000 square feet. The building, currently in permitting, consists of two-story units built over ground parking. Each unit has a double height volume and nine-foot balconies that wrap-around each unit. The building features a roof top amenity area with pool and landscaped green areas for residents to enjoy Central District Wastewater Treatment Plant – Project Manager-Structures – City of Miami, FL Project Manager-Structures for the expansion of existing wastewater treatment plant to comply with legislation mandating discharge of treated water into ocean. Design includes an oxygenation train, five settling tanks, a headworks building, an odor control building, two electrical substations and nine injection well pads. Structural Project Manager for the Seawall improvements and the new construction of a proposed walkway along the back of the Miami Woman’s Club, 1737 North Bayshore Drive. Responsible for design of walkway behind Miami Woman’s Club property, on Biscayne Bay connecting Doubletree Hotel and Margaret Pace Park. Walkway consists of the elevated concrete structure supported by piles driven into the floor of the bay. Existing seawall has been modified to accommodate walkway Miami Woman’s Club Seawall and Baywalk (Project No. B-30731) – Miscellaneous Civil Engineering Services – Structural Project Manager – City of Miami, FL On-going 2019 On-going Bentley Bay Condominium – Special Inspector – City of Miami Beach, FL Provided limited Special Inspector services for 20+ story condominium and parking garage. The project has approximately 295,000 square feet of construction. Complexities of the project include shifted floor plates and unique trellis design for the parking garage 2005 16. EDUCATION (Degree and Specialization) 17. CURRENT PROFESSIONAL REGISTRATION (State and Discipline) SUPPLEMENTAL SERVICES On-going STANDARD FORM 330 - E: RESUMES

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SUPPLEMENTAL SERVICESSEA WALLS E. RESUMES OF KEY PERSONNEL PROPOSED FOR THIS CONTRACT (Complete one Section E for each key person.) 12. NAME 13. ROLE IN THIS CONTRACT 14. YEARS EXPERIENCE a. TOTAL b. WITH CURRENT FIRM 15. FIRM NAME AND LOCATION (City and State) 18. OTHER PROFESSIONAL QUALIFICATIONS (Publications, Organizations, Training, Awards, etc.) 19. RELEVANT PROJECTS a. (1) TITLE AND LOCATION (City and State) (2) YEAR COMPLETED PROFESSIONAL SERVICES CONSTRUCTION (If applicable) (3) BRIEF DESCRIPTION (Brief scope, size, cost, etc.) AND SPECIFIC ROLE Check if project performed with current firm b. (1) TITLE AND LOCATION (City and State) (2) YEAR COMPLETED PROFESSIONAL SERVICES CONSTRUCTION (If applicable) (3) BRIEF DESCRIPTION (Brief scope, size, cost, etc.) AND SPECIFIC ROLE Check if project performed with current firm c. (1) TITLE AND LOCATION (City and State) (2) YEAR COMPLETED PROFESSIONAL SERVICES CONSTRUCTION (If applicable) (3) BRIEF DESCRIPTION (Brief scope, size, cost, etc.) AND SPECIFIC ROLE Check if project performed with current firm d. (1) TITLE AND LOCATION (City and State) (2) YEAR COMPLETED PROFESSIONAL SERVICES CONSTRUCTION (If applicable) (3) BRIEF DESCRIPTION (Brief scope, size, cost, etc.) AND SPECIFIC ROLE Check if project performed with current firm e. (1) TITLE AND LOCATION (City and State) (2) YEAR COMPLETED PROFESSIONAL SERVICES CONSTRUCTION (If applicable) (3) BRIEF DESCRIPTION (Brief scope, size, cost, etc.) AND SPECIFIC ROLE Check if project performed with current firm STANDARD FORM 330 (REV. 7/2021) PAGE 2 16 Christian Aquino, PE 8 Sea Walls Engineering MS Civil Engineering, 2008 University of Miami BS Civil Engineering, 2007 University of Miami Professional Engineer Florida No. 74647, 2012 Texas No. 141819, 2021 Threshold Inspector, 2021 Mr. Aquino has 16 years of experience in design development through construction administration for a variety of project types in the private and public sector throughout Florida such as residential (single and multi-family), commercial, mixed-use, waste/wastewater treatment, municipal, institutional, parks and recreation, and highway (sign structures and bridges). Mr. Aquino also has experience in repair and rehabilitation projects using conventional and innovative solutions BCC Engineering, LCC / Miami, FL Fleet Management Seawall Assessment & Repair – Project Manager – City of Miami Beach, FL Project Manager for the assessment of the existing conditions and upon our assessment from land and water, it was determined that the soil beneath the walkway had completely washed away. The existing steel sheet pile had completely weathered away along the waterline for the entire length of the seawall which allowed for washout of the soil. Damage to the existing building wall was also encountered. Based on the assessment and report, it was recommended a new seawall be immediately constructed. BCC provided structural design, construction administration, and CEI services for a new king pile seawall Key West Bight Seawall – Project Manager and Engineer-of-Record – City of Key West,, FL Project Manager and Engineer-of-Record responsible for inspections and report preparations. Project consisted of performing a Structural Condition Assessment of approximately 1,800 linear feet of the existing seawall in the Historic Seaport at Key West Bight and provide repair recommendations Seawall Master Plan – Project Manager- – City of Ft. Lauderdale, FL Project Manager- for the assessment of the comprehensive needs of the City’s seawalls and banks, and development of a Seawall Master Plan. The Plan consisted of individual assessment reports for each component, as well as a report summarizing the findings and recommendations to included feasible solutions, impacts, and cost estimates. Seawall assessments included inspection of existing structures (above and below water), and recommendations for the seawall infrastructure in need of rehabilitation or replacement. The Plan also addressed potential structural modifications and bank needs to address the challenges associated with Sea Level Rise (SLR) Project Engineer for the Seawall improvements and the new construction of a proposed walkway along the back of the Miami Woman’s Club, 1737 North Bayshore Drive. Participated in the design of walkway behind Miami Woman’s Club property, on Biscayne Bay connecting Doubletree Hotel and Margaret Pace Park. Walkway consists of the elevated concrete structure supported by piles driven into the floor of the bay. Existing seawall has been modified to accommodate walkway Miami Woman’s Club Seawall and Baywalk (Project No. B-30731) – Miscellaneous Civil Engineering Services – Project Engineer – City of Miami, FL 2018 2019 2017 Miami River Greenways – Project Engineer – City of Miami, FL Project Engineer for the included planning, public involvement, design, and post-design services in the preparation of complete construction plans for six separately County-owned parcels which will provide continuity to the Miami River Greenway Network. The project included the construction of a 23'-0" wide pedestrian/bicycle shared use river-walk, including lighting, landscaping, and hardscape elements such as benches and trash receptacles. The project also included seawall design, drainage, maintenance of traffic, utility impacts, geotechnical, lighting, permits, cost estimates, landscape architecture details, and all of the necessary incidental items for a complete project. 2014 16. EDUCATION (Degree and Specialization) 17. CURRENT PROFESSIONAL REGISTRATION (State and Discipline) SUPPLEMENTAL SERVICES 2014 2018 2STANDARD FORM 330 - E: RESUMES

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35SUPPLEMENTAL SERVICESSTORMWATER E. RESUMES OF KEY PERSONNEL PROPOSED FOR THIS CONTRACT (Complete one Section E for each key person.) 12. NAME 13. ROLE IN THIS CONTRACT 14. YEARS EXPERIENCE a. TOTAL b. WITH CURRENT FIRM 15. FIRM NAME AND LOCATION (City and State) 18. OTHER PROFESSIONAL QUALIFICATIONS (Publications, Organizations, Training, Awards, etc.) 19. RELEVANT PROJECTS a. (1) TITLE AND LOCATION (City and State) (2) YEAR COMPLETED PROFESSIONAL SERVICES CONSTRUCTION (If applicable) (3) BRIEF DESCRIPTION (Brief scope, size, cost, etc.) AND SPECIFIC ROLE Check if project performed with current firm b. (1) TITLE AND LOCATION (City and State) (2) YEAR COMPLETED PROFESSIONAL SERVICES CONSTRUCTION (If applicable) (3) BRIEF DESCRIPTION (Brief scope, size, cost, etc.) AND SPECIFIC ROLE Check if project performed with current firm c. (1) TITLE AND LOCATION (City and State) (2) YEAR COMPLETED PROFESSIONAL SERVICES CONSTRUCTION (If applicable) (3) BRIEF DESCRIPTION (Brief scope, size, cost, etc.) AND SPECIFIC ROLE Check if project performed with current firm d. (1) TITLE AND LOCATION (City and State) (2) YEAR COMPLETED PROFESSIONAL SERVICES CONSTRUCTION (If applicable) (3) BRIEF DESCRIPTION (Brief scope, size, cost, etc.) AND SPECIFIC ROLE Check if project performed with current firm e. (1) TITLE AND LOCATION (City and State) (2) YEAR COMPLETED PROFESSIONAL SERVICES CONSTRUCTION (If applicable) (3) BRIEF DESCRIPTION (Brief scope, size, cost, etc.) AND SPECIFIC ROLE Check if project performed with current firm STANDARD FORM 330 (REV. 7/2021) PAGE 2 21 Jorge M. Szauer, PE 5 Stormwater Services 300 Engineering Group, P.A. / Coral Gables, FL MSc Environmental and Water Resources Engineering, Florida Atlantic University Master of Business Administration, Florida Atlantic University BSc Civil Engineering, Andrés Bello Catholic University Professional Engineer (PE), State of Florida Florida Stormwater, Erosion, and Sedimentation Control Inspector (FDEP) Professional Civil Engineer with 21 years of experience in water resources planning, environmental resources, permitting, storm water management, site planning and site remediation. Expert in stormwater management, with multiple projects in retrofitting existing system, design of stormwater pipeline systems, pump stations and green infrastructure components. Extensive knowledge on environmental resource permit application process, having served as a Surface Water Management Division reviewer for several years at the South Florida Water Management District (SFWMD). Cairo Lane, NW 127th Street Infrastructure Improvements Assessment – Stormwater Engineer of Record – City of Opa-Locka, FL Engineer of Record for the assessment of the stormwater improvement of along Cairo Lane and NW 127th Street. Responsible for the review and analysis of the data related to the drainage network along the project area including site reports, as-builts, shop drawings, hydraulic modeling report, site survey and geological data. The system consists of a gravity stormwater network including 33 catch basin, 24-inch HDPE trunk lines, runoff treatment system to remove solids, oil and grease, and nutrients and an outfall discharging to the NW127th Canal Mr. Szauer was responsible for providing recommendations for the final design and construction of the system. On-going Sunrise Harbor Stormwater Study – Technical Advisor – Coral Gables, FL Technical Advisor for the Sunrise Harbor Stormwater Study that included assessment of the feasibility & cost/benefit of various measures to boost climate resilience for the community of Sunrise Harbor in the City of Coral Gables, FL. The main objective of the Sunrise Harbor Study was to improve flood protection and reduce existing flooding issues in the area. A critical component of this assessment was creating a calibrated and verified existing conditions model to assess the 5-yr 24-hr, and the 100-yr 72-hr design storm events. DB19-DTPW-01 – Department of Transportation and Public Works (DTPW) South Corridor (South Dade Transitway) Rapid Transit Project – Stormwater Technical Advisor – Miami-Dade County, Florida Technical advisor for the design of the stormwater improvements associated to a new parking garage for the South Corridor (South Dade Transitway) Rapid Transit Project. This project served to improve and enhance the infrastructure, operations and safety along the South Corridor, which is one of the six corridors included in the Miami-Dade County Transportation Planning Organization’s (TPO) Strategic Miami Area Rapid Transit (SMART) Plan. In August 2018, the TPO selected Bus Rapid Transit (BRT) as the Locally Preferred Alternative for transit service along this corridor, which runs along the South Dade Transitway from Dadeland South Metrorail station to Florida City for approximately 20 miles Miscellaneous City-wide Stormwater System Improvements (Design and Permitting Services) – Engineer of Record – Coral Gables, FL 2022 2021 2019 2021 Engineer of Record for the design to upgrade drainage systems within the City. 300 Engineering provided engineer of record and permitting services for miscellaneous City-wide stormwater system improvements, including: exfiltration trenches, drainage wells, pipeline system and/or outfalls. 300 Engineering has delivered the required grading & drainage plans and construction documents for multiple stormwater projects, where our team has evaluated the existing condition of drainage infrastructure and designed the most cost-effective solution, tailored to each case’s needs. Drainage Improvements for the Public Safety Building for the City of Coral Gables – Engineer of Record – City of Coral Gables, FL Engineer of Record for the design of over 400 LF of Exfiltration trenches, 200 LF of solid pipe, 9 manholes and 6 curb inlets. Close coordination with plumbing engineer was required due to the fast-track project. In addition, the geotechnical report determined that site was contaminated. MD-RER required monitoring wells be installed to monitor contamination and for 300 Engineering to be able to secure necessary permits 2019 2021 16. EDUCATION (Degree and Specialization) 17. CURRENT PROFESSIONAL REGISTRATION (State and Discipline) SUPPLEMENTAL SERVICES 2STANDARD FORM 330 - E: RESUMES

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SUPPLEMENTAL SERVICESGIS E. RESUMES OF KEY PERSONNEL PROPOSED FOR THIS CONTRACT (Complete one Section E for each key person.) 12. NAME 13. ROLE IN THIS CONTRACT 14. YEARS EXPERIENCE a. TOTAL b. WITH CURRENT FIRM 15. FIRM NAME AND LOCATION (City and State) 18. OTHER PROFESSIONAL QUALIFICATIONS (Publications, Organizations, Training, Awards, etc.) 19. RELEVANT PROJECTS a. (1) TITLE AND LOCATION (City and State) (2) YEAR COMPLETED PROFESSIONAL SERVICES CONSTRUCTION (If applicable) (3) BRIEF DESCRIPTION (Brief scope, size, cost, etc.) AND SPECIFIC ROLE Check if project performed with current firm b. (1) TITLE AND LOCATION (City and State) (2) YEAR COMPLETED PROFESSIONAL SERVICES CONSTRUCTION (If applicable) (3) BRIEF DESCRIPTION (Brief scope, size, cost, etc.) AND SPECIFIC ROLE Check if project performed with current firm c. (1) TITLE AND LOCATION (City and State) (2) YEAR COMPLETED PROFESSIONAL SERVICES CONSTRUCTION (If applicable) (3) BRIEF DESCRIPTION (Brief scope, size, cost, etc.) AND SPECIFIC ROLE Check if project performed with current firm d. (1) TITLE AND LOCATION (City and State) (2) YEAR COMPLETED PROFESSIONAL SERVICES CONSTRUCTION (If applicable) (3) BRIEF DESCRIPTION (Brief scope, size, cost, etc.) AND SPECIFIC ROLE Check if project performed with current firm e. (1) TITLE AND LOCATION (City and State) (2) YEAR COMPLETED PROFESSIONAL SERVICES CONSTRUCTION (If applicable) (3) BRIEF DESCRIPTION (Brief scope, size, cost, etc.) AND SPECIFIC ROLE Check if project performed with current firm STANDARD FORM 330 (REV. 7/2021) PAGE 2 6 Jasmine Perez, EI, ENV SP 6 GIS Services 300 Engineering Group, P.A. / Coral Gables, FL BSc Environmental Engineering, University of Miami Engineering Intern (EI), Florida Envision Sustainability Professional (ENV SP) Experienced in in GIS services, environmental engineering, water resources, and wastewater collection and transmission systems. Proficient in the use of ArcMap Desktop, ArcMap Online, and a variety of ArcMap extensions and applications, as well as in geodatabase and shapefile creation/maintenance. Worked for several projects in Miami-Dade County, including: designing and evaluating sewer gravity systems, force mains, pump stations and providing GIS solutions. Experienced in geoprocessing tools for automating workflows and sequences of spatial data analysis. Preliminary Desktop Assessment and Prioritization for a Small Water Mains Evaluation Project – Project Engineer – City of North Miami, FL The objective of this assessment was to develop a prioritization methodology and ranking of small water main improvements to serve as a guide for the City’s small water main replacement efforts based on GIS. 300 Engineering used GIS to analyze and map the City’s data by specific attributes to better visualize the water distribution information. City’s Water GIS was utilized to generate an inventory of the City’s water mains, classified by pipe lengths, diameter size and material. Additionally, service point connections were estimated based on a geospatial analysis of the water main location with respect to the parcel data. 2016 Water Distribution System Assessment and Optimization – Junior Engineer – City of Opa-Locka - Miami-Dade County, Florida Junior Engineer for the assessment and optimization of the City of Opa-Locka water distribution system. Ms. Perez provided services including but not limited to: data collection, review and analysis of water system documentation, and creation and updates of a water atlas and GIS database for water assets. She was also part of an effort to review and analyze fire hydrant conditions, providing recommendations to bring them into compliance. Meter Relocation Program – Junior Engineer – Miami-Dade County 300 Engineering performed a study for the Miami Dade Water and Sewer Department (WASD) to summarize all efforts done to date regarding progress towards the Consumer Line Relocation (also known as the Meter Relocation Program). Ms. Perez was part of the team responsible for all project engineering and drafting services for the civil work related to this study. Ms. Perez developed Geographic Information System (GIS) based studies to assist in the elimination of dual water main systems as part of the County’s water conservation efforts. $215M Pump Station Improvement Program (PSIP) Miami-Dade County - Program, Design & Construction Management and Support Services –Project Engineer– Miami-Dade Cunty, FL 2020 2019 2021 Project Engineer for the upgrade of the Wastewater Collection and Transmission System (WCTS) including over 153 pump station and force main projects. Responsible for the required data collection and GIS data analysis for the preliminary design of pump stations and force mains, including pump motor selection, hydraulic analysis, review of pump station requirements and appurtenances as well as the interpretation of SCADA Data for I/I analysis and monitoring. Managed multiple pump station and force main design projects. W-2 Water Booster Pump Station Rehabilitation – Engineering and Design Services – Project Engineer – Miami Beach, FL Project Engineer for the engineering, design, permitting, bid support and engineering services during construction for the W-2 Water Booster Pump Station Rehabilitation project. The project includes: replacement and relocation of process piping and isolation valves (ranging from 12-inch to 24-inch in diameter), installation of new intake/discharge 24-inch water main, installation of new 3 ton crane and trolley system, structural modification of the pump station building, replacement of three (3) pump and motors, hardening and resiliency upgrades (accessibility, flood and impact protection, upgrades to the ventilation and air conditioning system and generator replacement. On-going 16. EDUCATION (Degree and Specialization) 17. CURRENT PROFESSIONAL REGISTRATION (State and Discipline) SUPPLEMENTAL SERVICES 2021 2STANDARD FORM 330 - E: RESUMES

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37SUPPLEMENTAL SERVICESLANDSCAPE E. RESUMES OF KEY PERSONNEL PROPOSED FOR THIS CONTRACT (Complete one Section E for each key person.) 12. NAME 13. ROLE IN THIS CONTRACT 14. YEARS EXPERIENCE a. TOTAL b. WITH CURRENT FIRM 15. FIRM NAME AND LOCATION (City and State) 18. OTHER PROFESSIONAL QUALIFICATIONS (Publications, Organizations, Training, Awards, etc.) 19. RELEVANT PROJECTS a. (1) TITLE AND LOCATION (City and State) (2) YEAR COMPLETED PROFESSIONAL SERVICES CONSTRUCTION (If applicable) (3) BRIEF DESCRIPTION (Brief scope, size, cost, etc.) AND SPECIFIC ROLE Check if project performed with current firm b. (1) TITLE AND LOCATION (City and State) (2) YEAR COMPLETED PROFESSIONAL SERVICES CONSTRUCTION (If applicable) (3) BRIEF DESCRIPTION (Brief scope, size, cost, etc.) AND SPECIFIC ROLE Check if project performed with current firm c. (1) TITLE AND LOCATION (City and State) (2) YEAR COMPLETED PROFESSIONAL SERVICES CONSTRUCTION (If applicable) (3) BRIEF DESCRIPTION (Brief scope, size, cost, etc.) AND SPECIFIC ROLE Check if project performed with current firm d. (1) TITLE AND LOCATION (City and State) (2) YEAR COMPLETED PROFESSIONAL SERVICES CONSTRUCTION (If applicable) (3) BRIEF DESCRIPTION (Brief scope, size, cost, etc.) AND SPECIFIC ROLE Check if project performed with current firm e. (1) TITLE AND LOCATION (City and State) (2) YEAR COMPLETED PROFESSIONAL SERVICES CONSTRUCTION (If applicable) (3) BRIEF DESCRIPTION (Brief scope, size, cost, etc.) AND SPECIFIC ROLE Check if project performed with current firm STANDARD FORM 330 (REV. 7/2021) PAGE 2 20 Kirk J. Olney, RLA 12 Landscape Architect Bermello Ajamil & Partners / Miami, FL Bachelor of Landscape Architecture, The Ohio State University Registered Landscape Architect, State of Florida, Reg. No. LA0001705 Kirk J. Olney is a Florida-registered Landscape Architect with over 20 years of in-depth experience managing landscape architectural and multi-disciplinary design, production, and construction projects. His experience in the design and implementation of parks, streetscapes, and roadway landscape design. His areas of expertise include master planning, conceptual design, production and management of construction documents, preparation of construction contract documents, and construction services. Hollywood Beach Streetscapes – Landscape Architect – Hollywood, FL Mr. Olney was an integral team member and leader on a streetscape improvement project which included reconstruction of six streets on Hollywood Beach including undergrounding of overhead wires, new roadway cross-section, curbing, sidewalks, specialty pedestrian and vehicular paving, landscape, irrigation, and creation of pedestrian plazas adjacent to the Boardwalk. 2015 95th Street Streetscape Improvements – Landscape Architect – Surfside, FL Mr. Olney worked with the team on design synthesis; prepared design development paving patterns; coordinated regulatory permitting through Florida Department of Environmental Perfection and Florida Fish and Wildlife; and prepared landscape and hardscape construction drawings for street improvements perpendicular to the Atlantic Ocean. NE 188th Street Roadway Widening & Streetscape – Landscape Architect – Aventura, FL B&A prepared the master plan for this 3.2-acre waterfront development for the City of Aventura and provided architecture, landscape architecture, and civil engineering for a 23,000 SF mixed-use recreational facility and related waterfront park. As Prime Consultants, B&A provided full reconstruction, design, permitting, project management, and construction administration services for half a mile of roadway, including a 2- to 4-lane divided roadway. Miami Springs Aquatic Facility – Landscape Architect – Miami Springs, FL On-going 2019 2015 B&A prepared a design criteria package for a new Aquatic Facility for the City of Miami Springs. The project includes the demolition of the existing pool, deck, building, and parking lot, a new hybrid pool, pool deck, pool building, multi-purpose building, parking lot, landscaping, and site improvements. B&A services include preliminary design, community presentations, community surveys, city council presentations, preparation of the design criteria package, assistance during the bidding phase, and owner’s representative services during the construction phase. Amelia Earhart Park & Community Center – Landscape Architect – Hialeah, FL Amelia Earhart Park is a 515 acre regional suburban park located in north central Miami-Dade County and offers a number of recreational actives such as bike trails, water sports, skateboarding, fishing and a farm village and petting zoo. As a part of an expansion to better serve the community, B&A is designing a 30,000 square feet state-of-the-art intergenerational community center that includes: four (4) lighted, natural turf soccer fields with covered bleachers, an extensive pedestrian pathway system with mile markers, site furniture, a restroom for the mountain bike facility and rehabilitation an existing maintenance building On-going 16. EDUCATION (Degree and Specialization) 17. CURRENT PROFESSIONAL REGISTRATION (State and Discipline) SUPPLEMENTAL SERVICES 2STANDARD FORM 330 - E: RESUMES

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SUPPLEMENTAL SERVICESBENTHIC SURVEY E. RESUMES OF KEY PERSONNEL PROPOSED FOR THIS CONTRACT (Complete one Section E for each key person.) 12. NAME 13. ROLE IN THIS CONTRACT 14. YEARS EXPERIENCE a. TOTAL b. WITH CURRENT FIRM 15. FIRM NAME AND LOCATION (City and State) 18. OTHER PROFESSIONAL QUALIFICATIONS (Publications, Organizations, Training, Awards, etc.) 19. RELEVANT PROJECTS a. (1) TITLE AND LOCATION (City and State) (2) YEAR COMPLETED PROFESSIONAL SERVICES CONSTRUCTION (If applicable) (3) BRIEF DESCRIPTION (Brief scope, size, cost, etc.) AND SPECIFIC ROLE Check if project performed with current firm b. (1) TITLE AND LOCATION (City and State) (2) YEAR COMPLETED PROFESSIONAL SERVICES CONSTRUCTION (If applicable) (3) BRIEF DESCRIPTION (Brief scope, size, cost, etc.) AND SPECIFIC ROLE Check if project performed with current firm c. (1) TITLE AND LOCATION (City and State) (2) YEAR COMPLETED PROFESSIONAL SERVICES CONSTRUCTION (If applicable) (3) BRIEF DESCRIPTION (Brief scope, size, cost, etc.) AND SPECIFIC ROLE Check if project performed with current firm d. (1) TITLE AND LOCATION (City and State) (2) YEAR COMPLETED PROFESSIONAL SERVICES CONSTRUCTION (If applicable) (3) BRIEF DESCRIPTION (Brief scope, size, cost, etc.) AND SPECIFIC ROLE Check if project performed with current firm e. (1) TITLE AND LOCATION (City and State) (2) YEAR COMPLETED PROFESSIONAL SERVICES CONSTRUCTION (If applicable) (3) BRIEF DESCRIPTION (Brief scope, size, cost, etc.) AND SPECIFIC ROLE Check if project performed with current firm STANDARD FORM 330 (REV. 7/2021) PAGE 2 Industrial Divers Corp., Inc / Fort Lauderdale, FL Mr. Delgado has over 19 years of experience as a Dive Coordinator and experience on a wide variety of multifaced projects. He is particularly skillful in Scuba and surface-supplied diving and supervision in support of heavy marine construction operations (coffer dam prep., bottom debris removal, etc), and diving and supervisory responsibilities. 19 Alejandro Delgado Port Everglades Slip I – Dive Coordinator – Fort Lauderdale, FL 17 Benthic Survey Services Benthic surveys for coral relocation; inspection of sheet pile lock repairs 2018 Bachelor of Science: Major History; Minors Business & Political Science, Troy University - Montgomery Association of Diving Contractor Educators – Professional Commercial Diving Program, Divers Institute of Technology Surface Supplied Air Diving Supervisor #53818 OSHA 10 State of Florida Class B Commercial Driver’s License USCG Licensed Boat Captain Port Everglades Turning Notch Artificial Reef – Dive Coordinator – Fort Lauderdale, FL Planning and deployment of 1900 tons of boulders in 5 artificial reef piles for coral relocation as part of the mitigation for the Port Everglades Cargo Turning Notch Expansion Project. FDEP Osborne Tire Reef Mitigation – Dive Coordinator – Fort Lauderdale, FL Removal of over 400,000 tires and counting from the defunct and failed artificial reef. Work includes surveys and coral identification For protection and future transplant project. Benthic Characterization Survey for Water Main – Dive Coordinator – Fort Lauderdale, FL 2012 2019 On-going Benthic survey of 950’ 125’ corridor for water main crossing of ICWW. Survey to identify sea grass and protected coral species. City of Miami Beach Fishing Pier – Dive Coordinator – Miami Beach, FL 2015 Benthic survey for transplantation of corals for mitigation for the demolition of the Miami Beach Fishing Pier. Task included recipient site surveys. Deployment of artificial reef modules. Transplantation of corals and 2 years of monitoring. 16. EDUCATION (Degree and Specialization) 17. CURRENT PROFESSIONAL REGISTRATION (State and Discipline) SUPPLEMENTAL SERVICES 2015 2018 On-going 2STANDARD FORM 330 - E: RESUMES

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39SUPPLEMENTAL SERVICESPROCUREMENT SUPPORT E. RESUMES OF KEY PERSONNEL PROPOSED FOR THIS CONTRACT (Complete one Section E for each key person.) 12. NAME 13. ROLE IN THIS CONTRACT 14. YEARS EXPERIENCE a. TOTAL b. WITH CURRENT FIRM 15. FIRM NAME AND LOCATION (City and State) 18. OTHER PROFESSIONAL QUALIFICATIONS (Publications, Organizations, Training, Awards, etc.) 19. RELEVANT PROJECTS a. (1) TITLE AND LOCATION (City and State) (2) YEAR COMPLETED PROFESSIONAL SERVICES CONSTRUCTION (If applicable) (3) BRIEF DESCRIPTION (Brief scope, size, cost, etc.) AND SPECIFIC ROLE Check if project performed with current firm b. (1) TITLE AND LOCATION (City and State) (2) YEAR COMPLETED PROFESSIONAL SERVICES CONSTRUCTION (If applicable) (3) BRIEF DESCRIPTION (Brief scope, size, cost, etc.) AND SPECIFIC ROLE Check if project performed with current firm c. (1) TITLE AND LOCATION (City and State) (2) YEAR COMPLETED PROFESSIONAL SERVICES CONSTRUCTION (If applicable) (3) BRIEF DESCRIPTION (Brief scope, size, cost, etc.) AND SPECIFIC ROLE Check if project performed with current firm d. (1) TITLE AND LOCATION (City and State) (2) YEAR COMPLETED PROFESSIONAL SERVICES CONSTRUCTION (If applicable) (3) BRIEF DESCRIPTION (Brief scope, size, cost, etc.) AND SPECIFIC ROLE Check if project performed with current firm e. (1) TITLE AND LOCATION (City and State) (2) YEAR COMPLETED PROFESSIONAL SERVICES CONSTRUCTION (If applicable) (3) BRIEF DESCRIPTION (Brief scope, size, cost, etc.) AND SPECIFIC ROLE Check if project performed with current firm STANDARD FORM 330 (REV. 7/2021) PAGE 2 45 Arthur Tillberg 8 Procurement Support 300 Engineering Group, P.A./ Coral Gables, FL MBA Management and Information Systems, Florida Atlantic University BS in Operations Research and Naval Science, United States Naval Academy Mr. Tillberg is a senior project and construction management expert with experience in major infrastructure projects. He has extensive experience in all aspects of capital projects from inception, design, procurement, contracting to construction and government administration. Mr. Tillberg is highly knowledgeable of contract documents requirements (drawings and technical specifications) for complex infrastructure projects including, but not limited to treatment plants; water supply and distribution systems; wastewater collection & transmission systems; and ports. Port Everglades Bulkhead Replacement – Lead Construction Manager – Everglades City, FL This project is to provide design and construction management service for a series of bulkhead replacement projects guided by the latest Port Everglades Master Plan Update. The projects include the replacement of approximately 9,000 linear feet of steel sheet pile bulkheads of various configurations and condition most of which were constructed in the 1950’s and 1960’s. His duties include to oversee deep-water marine structural engineering, corrosion protection, berthing and mooring analysis, civil and utility engineering, geotechnical investigations and foundation engineering, scour analysis and scour protection, bathymetric and topographic surveying, 2014 2016 Port Miami Bulkhead Strengthening Project Wharves 1 through 7 – Chief of Construction – Miami, FL As Chief of Construction, he managed the installation of over 6,000 linear feet of deep-water bulkhead during which the Port continued full cargo operations. Project was necessary to prepare this cargo bulkhead for dredging to 50 feet as required to handle the newest and largest cargo vessels transiting the Panama Canal. This was a $57 million project completed within the original schedule of 960 days and within the original budget. Port Miami Seaboard Marine Cargo Yard Redevelopment – Chief of Construction – Miami, FL As Chief of Construction, oversaw the replacement of approximately 65 acres of asphalt, including base and sub-base material, at the Seaboard Marine cargo yard. This $21 million project was accomplished in phases with minimal disruption to ongoing cargo operations. Seaport received incentive bonuses for on time completion. Port Miami Area 3 Bulkhead Project – Chief of Construction – Miami, FL On-going 2015 2015 As Chief of Construction developed an 800 linear ft. rip rap area into useable cargo wharf. With the installation of sheet pile, dead men, tie backs and concrete bulkhead cap. Provided infill and vibro-compaction to support cargo loads. Dredged area in front of new bulkhead to accommodate cargo vessels for Seaboard Marine 16. EDUCATION (Degree and Specialization) 17. CURRENT PROFESSIONAL REGISTRATION (State and Discipline) SUPPLEMENTAL SERVICES $1.9B USEPA Consent Decree Miami Dade County, Program, Design & Construction Management (PMCM) and Support Services — Senior Project Manager, Miami, FL As a Senior Project Manager on this high profile fast paced program, Mr. Tillberg was assigned to fast track five major projects totaling over $75 million. These projects involve the installation of over four (4) miles of new 54-inch force main, one mile of 60-inch force main, six (6) miles of 54-inch force main rehabilitation and upgrading of two (2) pump stations. All these projects have the earliest delivery dates within the program and are critical to the Department to maintain compliance. 2019 On-going 2015 2017 2STANDARD FORM 330 - E: RESUMES

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SUPPLEMENTAL SERVICESARCHITECTURE E. RESUMES OF KEY PERSONNEL PROPOSED FOR THIS CONTRACT (Complete one Section E for each key person.) 12. NAME 13. ROLE IN THIS CONTRACT 14. YEARS EXPERIENCE a. TOTAL b. WITH CURRENT FIRM 15. FIRM NAME AND LOCATION (City and State) 18. OTHER PROFESSIONAL QUALIFICATIONS (Publications, Organizations, Training, Awards, etc.) 19. RELEVANT PROJECTS a. (1) TITLE AND LOCATION (City and State) (2) YEAR COMPLETED PROFESSIONAL SERVICES CONSTRUCTION (If applicable) (3) BRIEF DESCRIPTION (Brief scope, size, cost, etc.) AND SPECIFIC ROLE Check if project performed with current firm b. (1) TITLE AND LOCATION (City and State) (2) YEAR COMPLETED PROFESSIONAL SERVICES CONSTRUCTION (If applicable) (3) BRIEF DESCRIPTION (Brief scope, size, cost, etc.) AND SPECIFIC ROLE Check if project performed with current firm c. (1) TITLE AND LOCATION (City and State) (2) YEAR COMPLETED PROFESSIONAL SERVICES CONSTRUCTION (If applicable) (3) BRIEF DESCRIPTION (Brief scope, size, cost, etc.) AND SPECIFIC ROLE Check if project performed with current firm d. (1) TITLE AND LOCATION (City and State) (2) YEAR COMPLETED PROFESSIONAL SERVICES CONSTRUCTION (If applicable) (3) BRIEF DESCRIPTION (Brief scope, size, cost, etc.) AND SPECIFIC ROLE Check if project performed with current firm e. (1) TITLE AND LOCATION (City and State) (2) YEAR COMPLETED PROFESSIONAL SERVICES CONSTRUCTION (If applicable) (3) BRIEF DESCRIPTION (Brief scope, size, cost, etc.) AND SPECIFIC ROLE Check if project performed with current firm STANDARD FORM 330 (REV. 7/2021) PAGE 2 47 Saul G. Suarez, RA Architect Bermello Ajamil & Partners / Miami, FL Bachelor of Architecture, University of Florida Registered Architect, State of Florida Certified General Contractor, Florida Construction Industry Licensing Board, 013330 Mr. Suarez has over 47 years of architectural design and construction experience on a wide variety of multifaceted projects. He is particularly adept in the design of ports and major cruise line terminals, hospitality, residential, and multi-use/commercial facilities and components; projects for which he successfully integrates various forms of transportation, terminal operations, concession spaces, and a variety of other uses. Miami-Dade Expressway Authority, SR 836, Eastbound Toll Plaza – Architect –Miami, FL Architect for this award-winning facility, which is located on an existing expressway and includes two AVI lanes, six toll lanes, a canopy, a service tunnel, and a catwalk. Stainless steel and aluminum cladding provided MDX with the advantages of off-site prefabrication, rapid construction and installation, and minimum disruption for the public during this construction process. FDOT District 6 ICS, Intelligent Corridor System Control Center – Architect – South Miami, FL Architect. Provided design services for this 32,000 SF facility which was the first of three planned for South Florida. The heart is an elliptical, 2.5-story control room allowing maximum visibility of the 48 4’X4’ highway monitors. Ten consoles send messages to drivers via electronic signs, divert traffic if necessary and organize police, fire, or other agencies. The facility has complete emergency support systems. Challenges included integrating an elliptical space within a rectangular building while providing optimal access to the video wall. In keeping with FDOT guidelines, the design is entirely metric. Hollywood Boulevard Multimodal Center – Urban Planner/Designer – City of Hollywood, FL B&A carried out the urban design and general architectural concept for the development of the Hollywood Boulevard Inter-Modal Center. The Tri-Rail Hollywood Boulevard Station has experienced substantial increases in the number of users. With new, long-range Tri-Rail plans to double-track the existing single rail line, the number of commuters that will use the rail station is expected to increase substantially. The project occupies a full city block and contains a 1,200-car parking garage, 175 residential units, 5,000 square feet of retail, and 125,000 square feet of office space. Joseph Caleb Center New Courthouse Annex/Additions and New Parking Garage – Project Architect – Miami, FL 1999 Services are to identify green building strategies for Miami-Dade County’s new two-story Courthouse, three-story parking garage, and retail located at the Caleb Community Center. Once completed, B&A will seek Silver certification, at a minimum, under the LEED Green Building Rating System of the U.S. Green Building Council New Construction. Mr. Suarez and the Team conducted LEED feasibility report analysis during schematic design and organized charette sessions. The new two-story courthouse has approximately 39,000 SF of public, semi-public spaces and private. International Fine Art College – Project Architect – Miami, FL Project consisted of the interior build-out of 60,000 square feet of ground floor space for a new Art Institute / IFAC within the existing Omni Center. Designed a new façade on the ground and second floor of the building along Biscayne Boulevard and N.E. 15th street. This included the creation of new storefront windows to allow pedestrians to view the scholastic activities occurring in the art classrooms. In addition to the façade development, construction administration included both the interior build-out of the school and exterior improvements. 16. EDUCATION (Degree and Specialization) 17. CURRENT PROFESSIONAL REGISTRATION (State and Discipline) SUPPLEMENTAL SERVICES 2STANDARD FORM 330 - E: RESUMES

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41SUPPLEMENTAL SERVICESGEOTECHNICAL + ENVIRONMENTAL ENGINEERING E. RESUMES OF KEY PERSONNEL PROPOSED FOR THIS CONTRACT (Complete one Section E for each key person.) 12. NAME 13. ROLE IN THIS CONTRACT 14. YEARS EXPERIENCE a. TOTAL b. WITH CURRENT FIRM 15. FIRM NAME AND LOCATION (City and State) 18. OTHER PROFESSIONAL QUALIFICATIONS (Publications, Organizations, Training, Awards, etc.) 19. RELEVANT PROJECTS a. (1) TITLE AND LOCATION (City and State) (2) YEAR COMPLETED PROFESSIONAL SERVICES CONSTRUCTION (If applicable) (3) BRIEF DESCRIPTION (Brief scope, size, cost, etc.) AND SPECIFIC ROLE Check if project performed with current firm b. (1) TITLE AND LOCATION (City and State) (2) YEAR COMPLETED PROFESSIONAL SERVICES CONSTRUCTION (If applicable) (3) BRIEF DESCRIPTION (Brief scope, size, cost, etc.) AND SPECIFIC ROLE Check if project performed with current firm c. (1) TITLE AND LOCATION (City and State) (2) YEAR COMPLETED PROFESSIONAL SERVICES CONSTRUCTION (If applicable) (3) BRIEF DESCRIPTION (Brief scope, size, cost, etc.) AND SPECIFIC ROLE Check if project performed with current firm d. (1) TITLE AND LOCATION (City and State) (2) YEAR COMPLETED PROFESSIONAL SERVICES CONSTRUCTION (If applicable) (3) BRIEF DESCRIPTION (Brief scope, size, cost, etc.) AND SPECIFIC ROLE Check if project performed with current firm e. (1) TITLE AND LOCATION (City and State) (2) YEAR COMPLETED PROFESSIONAL SERVICES CONSTRUCTION (If applicable) (3) BRIEF DESCRIPTION (Brief scope, size, cost, etc.) AND SPECIFIC ROLE Check if project performed with current firm STANDARD FORM 330 (REV. 7/2021) PAGE 2 Women in Deep Foundation Committee – Recruitment Lead W-2 Water Booster Pump Station Rehabilitation – Engineering and Design Services – Professional Land Surveyor – Miami Beach, FL Geotechnical Engineer for the W-2 Water Booster Pump Station Rehabilitation project. Universal Engineering provided geotechnical engineering services for the design of the replacement of the yard piping. STP borings were performed to a depth of 15-ft. Geotechnical recommendation for the pipeline installation were provided 2020 Pipeline Subaqueous Canal Crossing Replacement along Flamingo Waterway – Geotechnical Engineer – Miami Beach, FL Geotechnical Engineer for the installation of two 30-inch FM subaqueous canal crossing under the Flamingo Waterway. Universal Engineering provided geotechnical engineering services for the design of the subaqueous crossing. STP borings and rock coring testing were performed to a depth of 50-ft. Geotechnical recommendation for the HDD design were provided Terra Mar Bridge – Professional Engineer / Geotechnical Department Manager – Pompano Beach, FL Professional Engineer / Geotechnical Department Manager for the repair of the existing seawalls along the Terra Mar Bridge in Pompano Beach, Florida. Estela performed a Geotechnical Exploration consisting of four standard penetration test borings to depths of 25- feet below existing site grade. FDOT T4532 – Professional Engineer / Geotechnical Department Manager – Palm Beach County, FL 9 Estela G. de Leon Aguilar, MS, PE 6 Geotechnical Engineering Services Universal Engineering Sciences, LLC/Medley, FL BS, Civil Engineering MS, Civil/Geotechnical Engineering Professional Engineer - FL # 83307 16. EDUCATION (Degree and Specialization) 17. CURRENT PROFESSIONAL REGISTRATION (State and Discipline) Supplemental Services 2021 2021 2019 Professional Engineer / Geotechnical Department Manager for the reconstruction, widening, and resurfacing of the existing Camino Real Bridge located in Boca Raton, Florida. Estela was responsible for the creation of a vibration monitoring control plan, as well as review of all vibration logs and completion of the bi-weekly vibration monitoring reports Water Main and Force Main Replacement on Sunset Islands – Professional Land Surveyor – Miami Beach, FL Geotechnical Engineer for the installation of an 8-inch water main and 10-inch force main subaqueous canal crossings under Sunset Lake Universal Engineering provided geotechnical engineering services for the design of the subaqueous crossing. STP borings and rock coring testing were performed to a depth of 60-ft. Geotechnical recommendation for the HDD design are being provided On-going 2STANDARD FORM 330 - E: RESUMES

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SUPPLEMENTAL SERVICESSURVEYS E. RESUMES OF KEY PERSONNEL PROPOSED FOR THIS CONTRACT (Complete one Section E for each key person.) 12. NAME 13. ROLE IN THIS CONTRACT 14. YEARS EXPERIENCE a. TOTAL b. WITH CURRENT FIRM 15. FIRM NAME AND LOCATION (City and State) 18. OTHER PROFESSIONAL QUALIFICATIONS (Publications, Organizations, Training, Awards, etc.) 19. RELEVANT PROJECTS a. (1) TITLE AND LOCATION (City and State) (2) YEAR COMPLETED PROFESSIONAL SERVICES CONSTRUCTION (If applicable) (3) BRIEF DESCRIPTION (Brief scope, size, cost, etc.) AND SPECIFIC ROLE Check if project performed with current firm b. (1) TITLE AND LOCATION (City and State) (2) YEAR COMPLETED PROFESSIONAL SERVICES CONSTRUCTION (If applicable) (3) BRIEF DESCRIPTION (Brief scope, size, cost, etc.) AND SPECIFIC ROLE Check if project performed with current firm c. (1) TITLE AND LOCATION (City and State) (2) YEAR COMPLETED PROFESSIONAL SERVICES CONSTRUCTION (If applicable) (3) BRIEF DESCRIPTION (Brief scope, size, cost, etc.) AND SPECIFIC ROLE Check if project performed with current firm d. (1) TITLE AND LOCATION (City and State) (2) YEAR COMPLETED PROFESSIONAL SERVICES CONSTRUCTION (If applicable) (3) BRIEF DESCRIPTION (Brief scope, size, cost, etc.) AND SPECIFIC ROLE Check if project performed with current firm e. (1) TITLE AND LOCATION (City and State) (2) YEAR COMPLETED PROFESSIONAL SERVICES CONSTRUCTION (If applicable) (3) BRIEF DESCRIPTION (Brief scope, size, cost, etc.) AND SPECIFIC ROLE Check if project performed with current firm STANDARD FORM 330 (REV. 7/2021) PAGE 2 Experienced in directing and preparing surveys for multiple purposes and has mastered the integration of basic surveying principles and practices with the most advanced technologies for producing Boundary and ALTA/NSPS Surveys for land acquisitions; Right of Way Mapping; Topographic Surveys for, water, wastewater, power and gas distribution stations; Horizontal/Vertical control network establishments; Lay-Outs, construction monitoring and As-Built Certifications; Single/Multi beam Bathymetric - Hydrographic Surveys; among many others W-2 Water Booster Pump Station Rehabilitation – Engineering and Design Services – Professional Land Surveyor – Miami Beach, FL Professional Land Surveyor for the W-2 Water Booster Pump Station Rehabilitation project. B&B combined aerial photogrammetric methods, conventional surveying (GPS/RTK) and 3D- Laser Scanning to prepare a Boundary and Topographic Survey of the entire 3.2 Ac Tract. SUE included GPR/RD utility designation and softdigs (vaccum excavation) for determining precise location of existing pipelines. Topography included determining invert elevations of existing manholes and drainage structures. A High Deﬁnition Survey (3D Laser Scanning) was conducted inside the station for preparation of accurate As-Builts of the facility 2022 Pipeline Subaqueous Canal Crossing Replacement along Flamingo Waterway – Professional Land Surveyor – Miami Beach, FL Professional Land Surveyor for the installation of two 30-inch FM subaqueous canal crossing under the Flamingo Waterway. Belllo and Bello provided topographic survey, UAS aerial mapping n for this project, that included right of way lines establishment, cross sections every 100 Ft, utility location, determining invert elevations, pipe size, material and directions, depiction of traffic lines, signs, and location of all relevant matters along the project area The waterway survey included full depiction of the channel from seawall to seawall. Data was collected using HYPACK 2020 employing SR Surveyor M1.8 Autonomous Survey Vessel with integrated INS.. Bayshore Park Water Main and Force Main Replacement – Engineering and Design Services – Professional Land Surveyor– Miami Beach, FL Professional Land Surveyor for the replacement of a 20-inch water main and 30-inch force main within the Bayshore Park project area. Belllo and Bello provided topographic survey, UAS aerial mapping and subsurface utility exploration for this project, that included right of way lines establishment, cross sections every 100 Ft, utility location, determining invert elevations, pipe size, material and directions, depiction of traffic lines, signs, and location of all relevant matters along the project area Pump Station 1 Rehabilitation and Hardening – Engineering and Design Services – Professional Land Surveyor – Miami Beach, FL 29 Odalys Bello, PSM, CFM, MS. 7 Surveying and Mapping Services Bello & Bello Land Surveying / Miami, FL Bachelor’s Degree in Land Surveying and Mapping Photogrammetric Engineer/Master of Science. Siberian Academy of Geodesy, Cartography and Remote Sensing Novosibirsk, Russia/1991. Professional Land Surveyor & Mapper LS6169/2001 Certified Floodplain Manager/2018 FDOT TTC-MOT Certified/2020 ASE Lean Six Sigma Green Belt Certified/2015 NOAA Coastal Inundation Mapping Trainee/2019 16. EDUCATION (Degree and Specialization) 17. CURRENT PROFESSIONAL REGISTRATION (State and Discipline) Supplemental Services 2022 2021 On-going Professional Land Surveyor for the rehabilitation and hardening of the regional pump station PS-1. B&B combined aerial photogrammetric methods, conventional surveying (GPS/RTK) and 3D- Laser Scanning to prepare a Boundary and Topographic Survey of the entire site. Topography included determining invert elevations of existing manholes and drainage structures. A High Deﬁnition Survey (3D Laser Scanning) was conducted inside the station for preparation of accurate As-Builts of the facility Water Main and Force Main Replacement on Sunset Islands – Professional Land Surveyor – Miami Beach, FL Professional Land Surveyor for the installation of an 8-inch water main and 10-inch force main subaqueous canal crossings under Sunset Lake Bello and Bello provided topographic survey, UAS aerial mapping n for this project, that included right of way lines establishment, cross sections every 100 Ft, utility location, determining invert elevations, pipe size, material and directions, depiction of traffic lines, signs, and location of all relevant matters along the project area The waterway survey included full depiction of the channel from seawall to seawall. Data was collected using HYPACK 2020 employing SR Surveyor M1.8 Autonomous Survey Vessel with integrated INS. 2022 2STANDARD FORM 330 - E: RESUMES

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43SUPPLEMENTAL SERVICESSTORAGE TANKS E. RESUMES OF KEY PERSONNEL PROPOSED FOR THIS CONTRACT (Complete one Section E for each key person.) 12. NAME 13. ROLE IN THIS CONTRACT 14. YEARS EXPERIENCE a. TOTAL b. WITH CURRENT FIRM 15. FIRM NAME AND LOCATION (City and State) 18. OTHER PROFESSIONAL QUALIFICATIONS (Publications, Organizations, Training, Awards, etc.) 19. RELEVANT PROJECTS a. (1) TITLE AND LOCATION (City and State) (2) YEAR COMPLETED PROFESSIONAL SERVICES CONSTRUCTION (If applicable) 2021 (3) BRIEF DESCRIPTION (Brief scope, size, cost, etc.) AND SPECIFIC ROLE Check if project performed with current firm b. (1) TITLE AND LOCATION (City and State) (2) YEAR COMPLETED PROFESSIONAL SERVICES CONSTRUCTION (If applicable) 2022 (3) BRIEF DESCRIPTION (Brief scope, size, cost, etc.) AND SPECIFIC ROLE Check if project performed with current firm c. (1) TITLE AND LOCATION (City and State) (2) YEAR COMPLETED PROFESSIONAL SERVICES CONSTRUCTION (If applicable) 2020 (3) BRIEF DESCRIPTION (Brief scope, size, cost, etc.) AND SPECIFIC ROLE Check if project performed with current firm d. (1) TITLE AND LOCATION (City and State) (2) YEAR COMPLETED PROFESSIONAL SERVICES CONSTRUCTION (If applicable) On-going (3) BRIEF DESCRIPTION (Brief scope, size, cost, etc.) AND SPECIFIC ROLE Check if project performed with current firm e. (1) TITLE AND LOCATION (City and State) (2) YEAR COMPLETED PROFESSIONAL SERVICES CONSTRUCTION (If applicable) On-going (3) BRIEF DESCRIPTION (Brief scope, size, cost, etc.) AND SPECIFIC ROLE Check if project performed with current firm STANDARD FORM 330 (REV. 7/2021) PAGE 2 16 Alexander Ciasca, PE 7 Storage Tanks CROM, LLC – Corporate Office Gainesville, FL – Regional Office – West Palm Beach, FL UNIVERSITY OF FLORIDA, GAINESVILLE, FLORIDA Bachelor of Science in Environmental Engineering Professional Engineer – FL, TX, LA, MS Advanced skills developed in marketing, sales, and management of construction projects. Comprehensive understanding of the engineering design and construction details required in the prestressed concrete tank industry, as well as the coordination between government agencies, owners, engineers, and contractors to ensure the successful development of projects. Focused on details and dedicated to delivering clients a product constructed safely, ahead of schedule, and held to the highest industry standards. 2020 2021 2022 On-going On-going 16. EDUCATION (Degree and Specialization) 17. CURRENT PROFESSIONAL REGISTRATION (State and Discipline) SUPPLEMENTAL SERVICES District 1B1 High Service Pump Stations and Ground Storage Tank Construction – Project Manager – Fort Lauderdale, FL Construction of (1) 1,500,000 Gallon Ground Storage Tank as a Subcontractor under RJ Sullivan Corp for Broward County Water and Wastewater Services District 3A High Services Pump Station and Ground Storage Tank Construction – Project Manager – Dania Beach, FL Construction of (1) 2,500,000 Gallon Ground Storage Tank as a Subcontractor under RJ Sullivan Corp for Broward County Water and Wastewater Services District 2A- Ground Storage Tank Construction – Project Manager – Pompano Beach, FL Construction of (1) 5,000,000 Gallon Water Storage Tank as a Subcontractor under RF Environmental Services, Inc. for Broward County NRWWTP – Facility Improvements – Solids – BCWWS Project No. 100914 (9195) Concrete Repair Subcontractor – Project Manager – Pompano Beach, FL Concrete Repairs on Secondary Digester No. 1, Primary Digester No. 1, Primary Digester No. 2, Primary Digester No. 5, and Primary Digester No. 4 as a Subcontract under Southland Painting Corp for Broward County Board of County Commissioners. Water Storage Utility Tanks, Inspections, Preventative and Corrective Maintenance, Term Contract SS1050913 – – Project Manager – Palm Beach County, FL Provide Inspections, preventative and corrective maintenance, repairs, modifications and coatings as needed on Palm Beach County BOCC’s Crom Tanks. 2STANDARD FORM 330 - E: RESUMES

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SUPPLEMENTAL SERVICESTRANSPORTATION + TRAFFIC E. RESUMES OF KEY PERSONNEL PROPOSED FOR THIS CONTRACT (Complete one Section E for each key person.) 12. NAME 13. ROLE IN THIS CONTRACT 14. YEARS EXPERIENCE a. TOTAL b. WITH CURRENT FIRM 15. FIRM NAME AND LOCATION (City and State) 18. OTHER PROFESSIONAL QUALIFICATIONS (Publications, Organizations, Training, Awards, etc.) 19. RELEVANT PROJECTS a. (1) TITLE AND LOCATION (City and State) (2) YEAR COMPLETED PROFESSIONAL SERVICES CONSTRUCTION (If applicable) (3) BRIEF DESCRIPTION (Brief scope, size, cost, etc.) AND SPECIFIC ROLE Check if project performed with current firm b. (1) TITLE AND LOCATION (City and State) (2) YEAR COMPLETED PROFESSIONAL SERVICES CONSTRUCTION (If applicable) (3) BRIEF DESCRIPTION (Brief scope, size, cost, etc.) AND SPECIFIC ROLE Check if project performed with current firm c. (1) TITLE AND LOCATION (City and State) (2) YEAR COMPLETED PROFESSIONAL SERVICES CONSTRUCTION (If applicable) (3) BRIEF DESCRIPTION (Brief scope, size, cost, etc.) AND SPECIFIC ROLE Check if project performed with current firm d. (1) TITLE AND LOCATION (City and State) (2) YEAR COMPLETED PROFESSIONAL SERVICES CONSTRUCTION (If applicable) (3) BRIEF DESCRIPTION (Brief scope, size, cost, etc.) AND SPECIFIC ROLE Check if project performed with current firm e. (1) TITLE AND LOCATION (City and State) (2) YEAR COMPLETED PROFESSIONAL SERVICES CONSTRUCTION (If applicable) (3) BRIEF DESCRIPTION (Brief scope, size, cost, etc.) AND SPECIFIC ROLE Check if project performed with current firm STANDARD FORM 330 (REV. 7/2021) PAGE 2 20 Francisco J. Alonso, PE 1 Transportation & Traffic Services A.M.I Engineering, LLC / Miami, FL BS, Mechanical Engineering, University of Miami Professional Engineer (PE), Florida Professional Engineer with over 20 years of experience in management, planning, design, permitting and construction of municipal and Site Civil Engineering projects which include traffic and transportation projects, site planning and engineering, vertical facility design, water and sewer design, storm-water master planning, storm-water design, traffic calming, and general roadway design. In addition, he has provided professional engineering services for clients such as the FDOT, SFWMD, FDEP, several Miami-Dade County Departments, Monroe County, and as a consultant managing capital projects for various municipalities. Stock Island Comprehensive Drainage and Roadway Improvements Projects – Project Manager and Engineer of Record – Monroe County, FL The project included the design, permitting and bidding assistance of the repair, reconstruction, and retrofit to current standards of nearly 2 miles of roadway through Stock Island. The work includes raising roadway elevations to begin addressing Sea Level Rise adaptation and added pedestrian connectivity throughout the island along with milling and resurfacing of all roads, drainage and lighting upgrades. Roadway design, reconstruction, and permitting through the County and SFWMD were required along with coordination with the USACOE and the local utility agencies. 2021 On-going Relocation of Atlantic Boulevard at Higgs Beach Park – Project Manager – Key West, FL The work entails a complete redesign of the park including a new roadway with higher elevations to address Sea Level Rise adaptation, new parking lots and walkways, relocation of the dog parks, all landscape, hardscape, and lighting, as well as the associated drainage improvements. In addition, this project included additional task to assist the County with the replenishment of the sandy beach involving the placement of sand above and below mean high water. Services include managing the regulatory permitting process, design needed to support the permit, and construction phase engineering services. NW 107th Avenue Reconstruction and Expansion Project from NW 138th Street to NW 168t Street DB19-DTPW-02 – Project Manager and Engineer or Record – Miami-Dade County, FL Complete oversight of the design and permitting including managing the regulatory permitting process. This Design Build project for Miami-Dade County DTPW entailed the complete reconstruction of the NW 107th Avenue between NW 138th Street and NW 168th Street. The project included the expansion of a new 5-lane typical section of the roadway through a currently undeveloped wetland. The project included the widening of the existing 2-lane rural section to the ultimate 5-lane typical urban section. In addition, the project entailed a complex storm-water management system and construction of a new 60' wide Canal along the west side of the project. City of North Miami, NE 125th Street Streetscape Improvements – Project Manager and Engineer or Record – North Miami, FL 2017 2021 The project included a new median on the roadway along with strategically placed bulb-outs and bus shelters to provide a more attractive environment for pedestrians and transit users along the City’s busy Downtown Corridor between NE 6th Avenue and NE 10th Avenue. The project also include milling and resurfacing of the main roadway, signing and pavement marking improvements and a complete landscaping and irrigation system. City of West Miami Citywide Traffic Calming Improvements – Project Architect – West Miami, FL Design and construction administration of the roadway reconfiguration and improvement project for the implementation of the Citywide Traffic Calming masterplan. Mr. Alonso was the Engineer of Record and Project Manager for the complete project and responsible for the design preparation and permitting of traffic calming and streetscape improvements at various intersections throughout West Miami. The design and construction phase services included the installation of 18 Traffic Circles, 3 speed tables, and 1 raised and channelized intersection along with the associated roadway restoration, pedestrian walkways, signage, landscape, and lighting. 2018 16. EDUCATION (Degree and Specialization) 17. CURRENT PROFESSIONAL REGISTRATION (State and Discipline) SUPPLEMENTAL SERVICES 2019 2017 N/A On-going 2018 2STANDARD FORM 330 - E: RESUMES

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45SUPPLEMENTAL SERVICESPROJECT CONTROLS E. RESUMES OF KEY PERSONNEL PROPOSED FOR THIS CONTRACT (Complete one Section E for each key person.) 12. NAME 13. ROLE IN THIS CONTRACT 14. YEARS EXPERIENCE a. TOTAL b. WITH CURRENT FIRM 15. FIRM NAME AND LOCATION (City and State) 18. OTHER PROFESSIONAL QUALIFICATIONS (Publications, Organizations, Training, Awards, etc.) 19. RELEVANT PROJECTS a. (1) TITLE AND LOCATION (City and State) (2) YEAR COMPLETED PROFESSIONAL SERVICES CONSTRUCTION (If applicable) (3) BRIEF DESCRIPTION (Brief scope, size, cost, etc.) AND SPECIFIC ROLE Check if project performed with current firm b. (1) TITLE AND LOCATION (City and State) (2) YEAR COMPLETED PROFESSIONAL SERVICES CONSTRUCTION (If applicable) (3) BRIEF DESCRIPTION (Brief scope, size, cost, etc.) AND SPECIFIC ROLE Check if project performed with current firm c. (1) TITLE AND LOCATION (City and State) (2) YEAR COMPLETED PROFESSIONAL SERVICES CONSTRUCTION (If applicable) (3) BRIEF DESCRIPTION (Brief scope, size, cost, etc.) AND SPECIFIC ROLE Check if project performed with current firm d. (1) TITLE AND LOCATION (City and State) (2) YEAR COMPLETED PROFESSIONAL SERVICES CONSTRUCTION (If applicable) (3) BRIEF DESCRIPTION (Brief scope, size, cost, etc.) AND SPECIFIC ROLE Check if project performed with current firm e. (1) TITLE AND LOCATION (City and State) (2) YEAR COMPLETED PROFESSIONAL SERVICES CONSTRUCTION (If applicable) (3) BRIEF DESCRIPTION (Brief scope, size, cost, etc.) AND SPECIFIC ROLE Check if project performed with current firm STANDARD FORM 330 (REV. 7/2021) PAGE 2 Ramon R. Betancourt BS, Construction Management, Florida International University Mr. Betancourt has over 30 years of combined experience in the engineering and construction industry in the area of project management and project controls in a multicultural and multidisciplinary environment. He brings extensive experience in various infrastructure projects, with expertise in water/ wastewater and aviation projects. He is experienced in managing project controls from the beginning of the projects through construction and close out, including multidisciplinary coordination of A/Es, contractors, and stakeholders. 31 4 Project Controls 300 Engineering Group, P.A. / Coral Gables, FL Water Capital Improvement Program Management – Project Controls Lead - City of North Miami Beach, FL 300 Engineering is providing support to NMB Water’s CIP planning and implementation needs. Project goals include evaluation and implementation of Program & Project Management Plans, standardizing core project management processes, tools, and systems across the CIP, Overseeing work by third- party consultant firms and construction contractors under contract with the City throughout the project delivery life cycle, from project definition through startup and commissioning, provide recommendations on KPIs, and being flexible and adaptive to emerging needs and unforeseen conditions, among others. 2016 2016 $215MM Pump Station Improvement Program (PSIP) – Program, Design & Construction Management and Support Services – Program Scheduler/ Cost Estimator – Miami-Dade County, FL Mr. Betancourt served as Program Scheduler/Cost Estimator for the PSIP, which is dedicated to the assessment, rehabilitation, and improvement of the wastewater pump stations that have been classified as out of compliance by the United States Environmental Protection Agency (USEPA). Mr. Betancourt was responsible for program cost control and estimating, maintaining and updating schedules, creating cash flow monitoring reports, and tracking the project’s progress. Mr. Betancourt’s duties included budget evaluations (including change orders and budget transfers), analysis of construction schedule phasing, preparation of master program schedules using Primavera to monitor projects progress in construction as well as budget for the CIP, monitoring planning, design, bid & award, construction and close out process project schedules for the CIP, and performance of analysis of the NTD Budgets for the CIP. Engineering and Geological Services for Water, Wastewater, and Reclaimed Water Planning – Project Scheduler/ Cost Estimator – Miami-Dade County, FL 2021 2017 As part of WASD’s Integrated Master Plan for Water, Wastewater, and Reclaimed Water, 300 Engineering was selected to provide various professional engineering services, such as planning, preliminary design, flow projections, hydrogeological evaluations, among others, required to address comprehensive planning objectives for the County’s water and wastewater infrastructure. Mr. Betancourt provided scheduling and cost estimating for this project. $2.5MM Airport Security Check Points Program – Project Manager – Miami International Airport, FL The Airport Security Check Points Program consisted of new, refurbish and or relocate all the security check points at MIA. After September 2001, the TSA required all the check points to be operated with the new TSA guidance for public safety. The new requirement consisted of new electrical design to support the new search machine installation, increase the square footage per check point to accommodate large passenger traffic during peak hours. Installation of new life safety devices in close coordination with the Fire Department. 2014 On-going 2021 Miami International Airport Fourth Runway 8R-26L – North Terminal Development Program (NTD) and MDAD Capital Improvement Program (CIP) – Project Controls – Miami, FL On-going 16. EDUCATION (Degree and Specialization) 17. CURRENT PROFESSIONAL REGISTRATION (State and Discipline) SUPPLEMENTAL SERVICES 2STANDARD FORM 330 - E: RESUMES

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SUPPLEMENTAL SERVICESCEI E. RESUMES OF KEY PERSONNEL PROPOSED FOR THIS CONTRACT (Complete one Section E for each key person.) 12. NAME 13. ROLE IN THIS CONTRACT 14. YEARS EXPERIENCE a. TOTAL b. WITH CURRENT FIRM 15. FIRM NAME AND LOCATION (City and State) 18. OTHER PROFESSIONAL QUALIFICATIONS (Publications, Organizations, Training, Awards, etc.) 19. RELEVANT PROJECTS a. (1) TITLE AND LOCATION (City and State) (2) YEAR COMPLETED PROFESSIONAL SERVICES CONSTRUCTION (If applicable) (3) BRIEF DESCRIPTION (Brief scope, size, cost, etc.) AND SPECIFIC ROLE Check if project performed with current firm b. (1) TITLE AND LOCATION (City and State) (2) YEAR COMPLETED PROFESSIONAL SERVICES CONSTRUCTION (If applicable) (3) BRIEF DESCRIPTION (Brief scope, size, cost, etc.) AND SPECIFIC ROLE Check if project performed with current firm c. (1) TITLE AND LOCATION (City and State) (2) YEAR COMPLETED PROFESSIONAL SERVICES CONSTRUCTION (If applicable) (3) BRIEF DESCRIPTION (Brief scope, size, cost, etc.) AND SPECIFIC ROLE Check if project performed with current firm d. (1) TITLE AND LOCATION (City and State) (2) YEAR COMPLETED PROFESSIONAL SERVICES CONSTRUCTION (If applicable) (3) BRIEF DESCRIPTION (Brief scope, size, cost, etc.) AND SPECIFIC ROLE Check if project performed with current firm e. (1) TITLE AND LOCATION (City and State) (2) YEAR COMPLETED PROFESSIONAL SERVICES CONSTRUCTION (If applicable) (3) BRIEF DESCRIPTION (Brief scope, size, cost, etc.) AND SPECIFIC ROLE Check if project performed with current firm STANDARD FORM 330 (REV. 7/2021) PAGE 2 8 Andres F. McEwen, CGC, MS 8 Senior Inspector 300 Engineering Group, P.A. / Coral Gables, FL MSc Water Resources, Groundwater Hydraulics, Advanced Hazardous Waste, Open Channel Hydraulics, Florida International University BSc Environmental, Water Resources, Hydraulic, Water Supply and Wastewater Engineering, Florida International University Certified General Contractor 1519440 OSHA 10 Hour Certified OSHA 30 Hour Certified Experienced in Civil Engineering in the fields of wastewater treatment plant field inspections, water and sewer pump station and pipelines systems, compliance and regulations. As a Construction Engineer has been responsible for review submittals, shop drawings, RFIs, Payment Application, claims, change orders, and coordination with Engineer of Record. In addition, as Construction Inspector, Mr. McEwan has inspected work, quality and materials used in a variety of wastewater treatment plant projects during various stages of construction and/or reconstruction. CD 1.02 Oxygen Production Upgrades – Construction Engineer/Inspector – South District Wastewater Treatment Plant, Miami Dade County Construction Engineer/Inspector responsible for coordination with contractor, submittals management, RFIs and Shop drawings, constructability review, pay application reviews, daily inspections, performing safety reports, communicating, and coordinating with Contractor and Consultant to expedite inspection work. The project consists of the Oxygen Production Facilities upgrade, required to install a new 125-ton centrifugal compressor (Compressor No.4) and the upgrade/overhaul of the existing Compressor No.3 from 100-ton to 125-tons. These modifications will allow the plant to meet current and future capacity requirements and provide for redundancy. 2022 CD 1.03 Oxygenation Basin No. 6 Rehabilitation– Construction Engineer/Inspector – South District Wastewater Treatment Plant, Miami Dade County, FL Construction Engineer/Inspector responsible for coordination with contractor, submittals management, RFIs and Shop drawings, constructability review, pay application reviews, maintaining daily personnel schedules, maintain photographic records, producing daily inspection reports, inventory of equipment, ensure adherence to safety protocols for confined space entry, verification that inner tank surfaces are in compliance with EOR’s recommended Concrete Surface Profile (CSP). The project consists of rehabilitating the oxygenation basin number 6 at the South District Wastewater Treatment Plant. CD 1.05.1 Effluent Wet Wells No. 1 & 2 and Drain Lines Rehabilitation Project– Construction Engineer/Inspector –South District Wastewater Treatment Plant, Miami Dade County, FL Construction Engineer/Inspector responsible for maintaining daily coordination with contractor, submittals management, RFIs and Shop drawings, constructability review, pay application reviews, personnel schedules, communication and coordination with WWTP staff, producing daily inspection reports on Proliance software, and inventory of equipment. The project consists rehabilitation of the effluent wet well basins number 1 and 2 at the South District Wastewater Treatment Plant, including high pressure water washing, sandblasting, repairing concrete surface and epoxy recoating columns, baffles, walls, floor and the underside of the wet well roof slab. CD 1.09 Fog Removal Facility Upgrades – Construction Engineer/Inspector – South District Wastewater Treatment Plant, Miami Dade County, FL 2022 2018 2019 Construction Engineer/Inspector responsible for maintaining daily coordination with contractor, submittals management, RFIs and Shop drawings, constructability review, pay application reviews, personnel schedules, communication and coordination with staff. The project consists of the installation of a bridge crane with supporting structure with pile foundations and associated utilities relocation and truck loading area, a hot water supply and distribution system, concrete channels and rock boxes, and truck dumping and washout pad modifications. CD 1.12 Chlorine Contact Chamber Rehabilitation and Sluice Gate Replacement – Construction Engineer/Inspector – Miami Dade County, FL Construction Engineer/Inspector responsible to coordinated with contractor, engineer-of record, managed submittals, shop drawings, change orders, tracked delivery of materials and monitoring of availability of necessary materials, equipment and personnel, producing daily inspection reports, inspection of construction, and verification that work was being performed in accordance to contract specifications. The project consists in the rehabilitation of the baffle walls within the Chlorine Contact Tanks (CCTs) at the South District Wastewater Treatment Plant including high pressure washing, sandblasting, repairing and recoating concrete and masonry walls and slabs. 2021 16. EDUCATION (Degree and Specialization) 17. CURRENT PROFESSIONAL REGISTRATION (State and Discipline) SUPPLEMENTAL SERVICES 2022 2018 2022 2019 2021 2STANDARD FORM 330 - E: RESUMES

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47SUPPLEMENTAL SERVICESCEI E. RESUMES OF KEY PERSONNEL PROPOSED FOR THIS CONTRACT (Complete one Section E for each key person.) 12. NAME 13. ROLE IN THIS CONTRACT 14. YEARS EXPERIENCE a. TOTAL b. WITH CURRENT FIRM 15. FIRM NAME AND LOCATION (City and State) 18. OTHER PROFESSIONAL QUALIFICATIONS (Publications, Organizations, Training, Awards, etc.) 19. RELEVANT PROJECTS a. (1) TITLE AND LOCATION (City and State) (2) YEAR COMPLETED PROFESSIONAL SERVICES CONSTRUCTION (If applicable) (3) BRIEF DESCRIPTION (Brief scope, size, cost, etc.) AND SPECIFIC ROLE Check if project performed with current firm b. (1) TITLE AND LOCATION (City and State) (2) YEAR COMPLETED PROFESSIONAL SERVICES CONSTRUCTION (If applicable) (3) BRIEF DESCRIPTION (Brief scope, size, cost, etc.) AND SPECIFIC ROLE Check if project performed with current firm c. (1) TITLE AND LOCATION (City and State) (2) YEAR COMPLETED PROFESSIONAL SERVICES CONSTRUCTION (If applicable) (3) BRIEF DESCRIPTION (Brief scope, size, cost, etc.) AND SPECIFIC ROLE Check if project performed with current firm d. (1) TITLE AND LOCATION (City and State) (2) YEAR COMPLETED PROFESSIONAL SERVICES CONSTRUCTION (If applicable) (3) BRIEF DESCRIPTION (Brief scope, size, cost, etc.) AND SPECIFIC ROLE Check if project performed with current firm e. (1) TITLE AND LOCATION (City and State) (2) YEAR COMPLETED PROFESSIONAL SERVICES CONSTRUCTION (If applicable) (3) BRIEF DESCRIPTION (Brief scope, size, cost, etc.) AND SPECIFIC ROLE Check if project performed with current firm STANDARD FORM 330 (REV. 7/2021) PAGE 2 9 Mario A. Vargas, PE 9 Construction Manager 300 Engineering Group, P.A. / Coral Gables, FL BSc Civil Engineering, Florida International University Professional Engineer, Florida OSHA 30 Hour Professional Engineer with over nine years of experience in the construction management & inspection of water & sewer projects. Experienced with respect to inspection, pre-construction conferences, shop drawing review, change order reviews, progress payments, managing meeting and project documentation, owner and customer representation. Skills include planning, modeling, designing, bid documents & specifications preparation, and construction management services for potable water infrastructure, and sanitary sewer systems and treatment projects. WASD’s CD2.08/CD2.10/CD2.01(3) “Plant 2, Secondary Clarifiers, Return Sludge PS and Electrical Improvements” – Construction Manager – CDWWTP Virginia Key, FL Construction Manager for the project that consists of furnishing materials, labor, and equipment necessary for the construction of RAS Pump Stations No. 1 – 5, Electrical Building RAS No. 1 & 2, Electrical Building RAS No. 3, 4, & 5, Electrical Substations 9 and 10, and the construction of a replacement building for the odorizing chemical system at the CDWWTP. 2021 WASD’s CD2.08(3) “Clarifier Basin No.2, No.3 and No.9 Structural Rehabilitation” -Construction Engineer - CDWWTP Virginia Key, FL Construction Engineer for the project that consists of furnishing all materials, labor and equipment necessary to rehabilitate the Plant 2 Clarifier Basin No.2, No.3 and No.9 at the CDWWTP. The Work includes: Water pressure cleaning (4,000-5,000 psi), Abrasive Blast Cleaning, High/Ultra High-Pressure Jetting (Min. 25,000psi), and/or Mechanical Cleaning to all concrete surfaces; walls, columns, floor, gutters and troughs of the clarifier. Additionally, the application of an epoxy cementitious mortar, primer coat and two coats of 100% solid epoxy coating (32-40 Mils total) on all concrete walls, columns, floor, gutters and troughs of the clarifier. WASD’s CD2.17 “Chlorination Facilities” – Construction Engineer - CDWWTP Virginia Key, Dade County, FL Construction Engineer for the project that consists of the construction of new chlorination facilities at the CDWWTP. The facilities will replace the existing chlorine gas facilities used for disinfection throughout the plant. The purpose of the facilities will be to provide storage of concentrated liquid sodium hypochlorite which will be pumped to the necessary discharge points throughout the plant by metering pumps. WASD’s CD2.10 “RAS Header Pipeline” – Senior Inspector – CDWWTP Virginia Key, Dade County, FL On-going On-going 2017 Senior Inspector for the project that consists of furnishing all materials, labor, and equipment necessary for the installation of new return activated sludge (RAS) header piping for the RAS Pump Stations at Plant 2 of the CDWWTP located in the City of Miami at 3989 Rickenbacker Causeway at Virginia Key. The project generally consists of installation of the RAS Header Piping (16-inch, 20-inch, 24-inch, 30-inch, 36-inch, 42-inch, and 48-inch), existing RAS Pump Connection, Chlorine Injection, and connection to existing Pump Station. WASD’s CD2.03/2.04 “Plant 1 & 2 Headworks Upgrade” – Construction Engineer - CDWWTP Virginia Key, FL Construction Engineer for the project that consists of the rehabilitation of the Plant 1 and Plant 2 Headworks Facilities at the CDWWTP. The project consists of following components to include Consent Decree (CD) and Capital Improvement Plan (CIP) projects: CD 2.03 - Headworks Improvements at Plant 1, CD 2.04 - Headworks Improvements at Plant 2, CD 2.18 - Air Scrubber Building 1 and Building 2 Improvements, and CD 2.24 - Gas Monitoring Improvements at Plant 1 and Plant 2 - Headworks and Air Scrubber 2019 16. EDUCATION (Degree and Specialization) 17. CURRENT PROFESSIONAL REGISTRATION (State and Discipline) SUPPLEMENTAL SERVICES 2019 2017 2021 On-going On-going 2STANDARD FORM 330 - E: RESUMES

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b. POINT OF CONTACT NAME F. EXAMPLE PROJECTS WHICH BEST ILLUSTRATE PROPOSED TEAM'S QUALIFICATIONS FOR THIS CONTRACT (Present as many projects as requested by the agency, or 10 projects, if not specified. Complete one Section F for each project.) 20. EXAMPLE PROJECT KEY NUMBER 21. TITLE AND LOCATION (City and State) 22. YEAR COMPLETED PROFESSIONAL SERVICES CONSTRUCTION (If applicable) 23. PROJECT OWNER'S INFORMATION a. PROJECT OWNER c. POINT OF CONTACT TELEPHONE NUMBER 24. BRIEF DESCRIPTION OF PROJECT AND RELEVANCE TO THIS CONTRACT (Include scope, size, and cost) 25. FIRMS FROM SECTION C INVOLVED WITH THIS PROJECT a. (1) FIRM NAME (2) FIRM LOCATION (City and State) (3) ROLE b. (1) FIRM NAME (2) FIRM LOCATION (City and State) (3) ROLE c. (1) FIRM NAME (2) FIRM LOCATION (City and State) (3) ROLE d. (1) FIRM NAME (2) FIRM LOCATION (City and State) (3) ROLE e. (1) FIRM NAME (2) FIRM LOCATION (City and State) (3) ROLE f. (1) FIRM NAME (2) FIRM LOCATION (City and State) (3) ROLE STANDARD FORM 330 (REV. 7/2021) PAGE 3 Water Booster Pump Station W-2 Rehabilitation and Hardening / City of Miami Beach, FL 1 On-going City of Miami Beach Public Works Dept Pump Station W-2 is located at the intersection of 75th Street and Dickens Avenue, and it boost pressures in the system by drawing water from the two 4 MG above ground (2) tanks located in the facility. The pump station includes an above-grade pump building which houses three (3) booster pumps and a pressure control valve, with a total installed capacity of 14,000 gpm. The electrical service to the pumps is provided from a separate electrical building (located at the same site) that houses the electrical gear, VFDs and diesel emergency generator. The rehabilitation and hardening of the booster Pump Station W-2 has been deemed as a high priority project for the City. The CIP process pipes and yard pipping are above their expected useful life, present severe corrosion and are in need of replacement, the pumps and motors also exceeded their life expectancy and need to be replaced. In addition, the City received a grant from the State of Florida to harden its critical infrastructure. The rehabilitation and hardening of this pump station has an estimated construction cost of $2.2MM and includes: Mariana Evora, PE 305-240-9932 300 Engineering Group, P.A. Coral Gables, FL Prime Consultant Bello & Bello Miami, FL Subconsultant – Survey Services Universal Engineering Miami, FL Subconsultant – Geotechnical Investigation • Replacement and relocation of the cast iron process piping. The discharge header shall be relocated to a more accessible location within the of the pump station building • Replacement of the pumps suction header and suction lines to each pump • Replacement of the intake isolation valves located within the pump station • Installation of a new intake/discharge water main up to the pump station property line. • Replacement of the pump station yard piping • Installation of a temporary skid mounted by-pass system to ensure uninterrupted water services during construction • Installation of permanent by-pass connections to increase pump station resiliency • Pumps and motors replacement • On-site generator replacement • Hardening of the pump station building with the installation of new flood doors and impact resistant windows • Hardening of the electrical/generator rooms with the installation of new flood doors, and impact resistant louvers • HVAC improvements with replacement of outdated and out of compliance ventilation and air conditioning equipment CATEGORY A 2APUMP STATIONSSTANDARD FORM 330 - F: PROJECTS

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492APUMP STATIONSSTANDARD FORM 330 - F: PROJECTSb. POINT OF CONTACT NAME F. EXAMPLE PROJECTS WHICH BEST ILLUSTRATE PROPOSED TEAM'S QUALIFICATIONS FOR THIS CONTRACT (Present as many projects as requested by the agency, or 10 projects, if not specified. Complete one Section F for each project.) 20. EXAMPLE PROJECT KEY NUMBER 21. TITLE AND LOCATION (City and State) 22. YEAR COMPLETED PROFESSIONAL SERVICES CONSTRUCTION (If applicable) 23. PROJECT OWNER'S INFORMATION a. PROJECT OWNER c. POINT OF CONTACT TELEPHONE NUMBER 24. BRIEF DESCRIPTION OF PROJECT AND RELEVANCE TO THIS CONTRACT (Include scope, size, and cost) 25. FIRMS FROM SECTION C INVOLVED WITH THIS PROJECT a. (1) FIRM NAME (2) FIRM LOCATION (City and State) (3) ROLE b. (1) FIRM NAME (2) FIRM LOCATION (City and State) (3) ROLE c. (1) FIRM NAME (2) FIRM LOCATION (City and State) (3) ROLE d. (1) FIRM NAME (2) FIRM LOCATION (City and State) (3) ROLE e. (1) FIRM NAME (2) FIRM LOCATION (City and State) (3) ROLE f. (1) FIRM NAME (2) FIRM LOCATION (City and State) (3) ROLE STANDARD FORM 330 (REV. 7/2021) PAGE 3 Pump Station 1 Rehabilitation and Hardening / City of Miami Beach, FL 2 On-going City of Miami Beach Public Works Dept Pump Station 1 is a dry-pit pump station with four (4) 150 HP Fairbanks Morse pumps Model 12-2446, with 22.85-inch impellers operating at 885 rpm. These variable speed pumps operate on VFDs. The pumps are operating at a rated point of 5,250 GPM at 103 ft TDH each, with a total installed capacity of 21,000 gpm. Pump Station 1 receives flows from its own basin and also repumps flows that are generated from PS2, PS4, PS5, and PS30 and received through a 36-inch gravity main. These flows are then pumped through a 30-inch force main which directs the wastewater through the City’s force main system towards Miami-Dade County CDWWTP. The pump station has two (2) wet wells, one (1) on-site 625 kVA emergency generator, and an above ground electrical room. Most of the process mechanical, electrical, instrumentation & controls, as well as the HVAC equipment have reached the end of their useful life, are corroded and present challenges for the City’s O&M staff to maintain and operate. Some of the isolation valves on the pumps suction lines do not work properly. In addition, the City has been awarded a grant through the Rebuild Florida Critical Facility Hardening Program (RFCFHP) to implement hardening and storm proofing measures to this critical facility. Mariana Evora, PE 305-240-9932 300 Engineering Group, P.A. Coral Gables, FL Prime Consultant Bello & Bello Miami, FL Subconsultant – Survey Services The pump station rehabilitation scope includes replacement of pumps & motors, seal water system, pipping & valves, control panels, VFDs, instrumentation and wet-well coating. The hardening scope includes HVAC improvements, generator replacement, accessibility improvements, storm proofing (flood, wind and impact protection). Coordination for the installation of the City’s new SCADA system is required for this pump station as well. 300 Engineering worked with the City of Miami Beach to evaluate the project as defined by the CIP, along with the hardening goals, to ensure all critical features could be completed within the available budget. In addition, 300 Engineering assisted the City in verifying no conflicts existed between the two scopes. The estimated construction cost is $3.3MM. Key scope elements for this project include: • Complete rehabilitation of a sanitary sewer pump station • Resiliency and sustainability design for hardening of critical infrastructure • Evaluation of the CIP projects CATEGORY A

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2STANDARD FORM 330 - F: PROJECTSAPUMP STATIONSHPUBLIC OUTREACHb. POINT OF CONTACT NAME F. EXAMPLE PROJECTS WHICH BEST ILLUSTRATE PROPOSED TEAM'S QUALIFICATIONS FOR THIS CONTRACT (Present as many projects as requested by the agency, or 10 projects, if not specified. Complete one Section F for each project.) 20. EXAMPLE PROJECT KEY NUMBER 21. TITLE AND LOCATION (City and State) 22. YEAR COMPLETED PROFESSIONAL SERVICES CONSTRUCTION (If applicable) 23. PROJECT OWNER'S INFORMATION a. PROJECT OWNER c. POINT OF CONTACT TELEPHONE NUMBER 24. BRIEF DESCRIPTION OF PROJECT AND RELEVANCE TO THIS CONTRACT (Include scope, size, and cost) 25. FIRMS FROM SECTION C INVOLVED WITH THIS PROJECT a. (1) FIRM NAME (2) FIRM LOCATION (City and State) (3) ROLE b. (1) FIRM NAME (2) FIRM LOCATION (City and State) (3) ROLE c. (1) FIRM NAME (2) FIRM LOCATION (City and State) (3) ROLE d. (1) FIRM NAME (2) FIRM LOCATION (City and State) (3) ROLE e. (1) FIRM NAME (2) FIRM LOCATION (City and State) (3) ROLE f. (1) FIRM NAME (2) FIRM LOCATION (City and State) (3) ROLE STANDARD FORM 330 (REV. 7/2021) PAGE 3 $215M Pump Station Improvement Program (PSIP) - Program, Design & Construction Management and Support Services / Miami-Dade County, FL 3 2021 Miami-Dade Water & Sewer Dept (WASD) WASD established a Program and Construction Management for the implementation of the PSIP to upgrade the Wastewater Collection and Transmission System (WCTS), which involves 153 projects (118 pump stations and 35 force main projects), plus an Infiltration and Inflow (I/I) reduction program for over 50 sewer basins. Pump stations required certification of meeting a nominal average pump operating time (NAPOT) of less than or equal to 10 hours per day, and also be capable of meeting peak flows and peak pressures criteria. 300 Engineering was part of the Program Management Team, responsible for the following four phases: 1) Planning and Engineering – preparation of basis of design reports, data acquisition and analysis, SCADA monitoring of pump stations, definition and preparation of remedial plans (which can include I/I repairs, O&M recommendations and/or complete rehabilitation) and coordination with WAD’s Pump Station Division for project’s prioritization 2) Design Management – coordination and management of eight (8) design consultants for the preparation and review of design submittals to ensure compliance with the requirements for each project and permitting agencies. This phase also involves coordination with permitting agencies, such as Miami-Dade County Regulatory and Economic Resources (RER), Miami-Dade County Transportation and Public Works (DTPW), Miami-Dade County Building Department, Florida Department of Transportation (FDOT), among others 3) Construction Administration, Management and Inspection Services – for the multiple pump station and force main contractors selected for this program through the County’s MCC 7040 procurement method 4) Infiltration and Inflow Management – management and coordination of 4 different contractors for Manhole, Sanitary Sewer Evaluation Survey (SSES), CIPP, and Dig and Replace (D&R) Pump Station projects involve repair/rehabilitation/replacement of out-of-compliance pump stations ranging from 5 to over 300 HP pumps (rated capacity). To provide the most cost-effective approach to WASD, the Team used the following approach: Operations and Maintenance work (least expensive); Increase force main discharge; Rehabilitation of existing pump station; New pump station (most expensive). Moreover, our team incorporated sea level rise projections through the planning tools developed by the SE Florida Climate Change Compact to protect critical mechanical and electrical components. Rolando Roque, PE 786-552-8129 300 Engineering Group, P.A. Coral Gables, FL Program Manager Bermello Ajamil Miami, FL Subconsultant – Public Outreach CATEGORY A, H 2021

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512STANDARD FORM 330 - F: PROJECTSAPUMP STATIONSb. POINT OF CONTACT NAME F. EXAMPLE PROJECTS WHICH BEST ILLUSTRATE PROPOSED TEAM'S QUALIFICATIONS FOR THIS CONTRACT (Present as many projects as requested by the agency, or 10 projects, if not specified. Complete one Section F for each project.) 20. EXAMPLE PROJECT KEY NUMBER 21. TITLE AND LOCATION (City and State) 22. YEAR COMPLETED PROFESSIONAL SERVICES CONSTRUCTION (If applicable) 23. PROJECT OWNER'S INFORMATION a. PROJECT OWNER c. POINT OF CONTACT TELEPHONE NUMBER 24. BRIEF DESCRIPTION OF PROJECT AND RELEVANCE TO THIS CONTRACT (Include scope, size, and cost) 25. FIRMS FROM SECTION C INVOLVED WITH THIS PROJECT a. (1) FIRM NAME (2) FIRM LOCATION (City and State) (3) ROLE b. (1) FIRM NAME (2) FIRM LOCATION (City and State) (3) ROLE c. (1) FIRM NAME (2) FIRM LOCATION (City and State) (3) ROLE d. (1) FIRM NAME (2) FIRM LOCATION (City and State) (3) ROLE e. (1) FIRM NAME (2) FIRM LOCATION (City and State) (3) ROLE f. (1) FIRM NAME (2) FIRM LOCATION (City and State) (3) ROLE STANDARD FORM 330 (REV. 7/2021) PAGE 3 $1.9B USEPA Consent Decree Miami Dade County - Program, Design & Construction Management and Support Services /Miami-Dade County, FL 4 On-going Miami-Dade Water & Sewer Dept (WASD) WASD entered into a federally mandated Consent Decree with the United States Environmental Protection Agency (USEPA) and the Florida Department of Environmental Protection (FDEP) committing to making improvements to the wastewater collection, transmission and treatment systems. The PMCM Team was selected as Owner’s Representative by WASD to provide Program and Construction Management Services Related to the Wastewater System Priority Projects, included in WASD’s third Consent Decree with USEPA and FDEP. Our team is responsible/leading the management of four (4) major design consultants divided into the following programs: • Design Services for Wastewater Collection and Transmission Systems (WCTS) Related to Consent Decree Projects • Consent Decree Capacity Management, Operation, and Maintenance Programs (CMOM) • Design Services for Wastewater Treatment Plants Related to Consent Decree Projects • Regulatory and Compliance Reporting 300 Engineering leads the WCTS and CMOM tasks. 300 Engineering manages over ninety-three (93) Pump Station and Force Main Projects from conception to project certification. Our Team evaluated the operating conditions of Regional and Booster Stations, that require upgrades such as: electrical equipment replacement, wet well maintenance, pump station relocation, pumps & motors replacement, process & yard piping replacement, modification to the pump station configuration, among others. These large pump stations are required to be operating in optimum conditions to meet Ocean Outfall Legislation requirements. Nelson Perez-Jacome, PE 786-552-4400 300 Engineering Group, P.A. Coral Gables, FL Subconsultant – Task Manager CATEGORY A On-going Key booster pump station projects conducted under the WCTS task include: • Upgrades to PS-414: replacement of 3 pumps & motors rated at 200 HP, conversion of pump station to on-line booster, installation of new process and yard piping, and electrical building upgrades to install new switchgear and VFDs. • Rehabilitation of PS-415: replacement of the existing 4 pumps & motors rated at 300 HP, installation of new process and yard piping, electrical building upgrades to install new switchgear and VFDs and replacement of odor control system. • Rehabilitation of PS-416: replacement of the existing 3 pumps & motors rated at 125 HP, installation of new process and yard piping, electrical building upgrades to install new switchgear and VFDs • Upgrades to PS-418: installation of 3 pumps & motors rated at 450 HP, installation of 2 on-site generators, rehabilitation of wet-well, installation of new process and yard piping, electrical room upgrades to install new switchgear and VFDs, and installation of new trolley systems

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2APUMP STATIONSSTANDARD FORM 330 - F: PROJECTSb. POINT OF CONTACT NAME F. EXAMPLE PROJECTS WHICH BEST ILLUSTRATE PROPOSED TEAM'S QUALIFICATIONS FOR THIS CONTRACT (Present as many projects as requested by the agency, or 10 projects, if not specified. Complete one Section F for each project.) 20. EXAMPLE PROJECT KEY NUMBER 21. TITLE AND LOCATION (City and State) 22. YEAR COMPLETED PROFESSIONAL SERVICES CONSTRUCTION (If applicable) 23. PROJECT OWNER'S INFORMATION a. PROJECT OWNER c. POINT OF CONTACT TELEPHONE NUMBER 24. BRIEF DESCRIPTION OF PROJECT AND RELEVANCE TO THIS CONTRACT (Include scope, size, and cost) 25. FIRMS FROM SECTION C INVOLVED WITH THIS PROJECT a. (1) FIRM NAME (2) FIRM LOCATION (City and State) (3) ROLE b. (1) FIRM NAME (2) FIRM LOCATION (City and State) (3) ROLE c. (1) FIRM NAME (2) FIRM LOCATION (City and State) (3) ROLE d. (1) FIRM NAME (2) FIRM LOCATION (City and State) (3) ROLE e. (1) FIRM NAME (2) FIRM LOCATION (City and State) (3) ROLE f. (1) FIRM NAME (2) FIRM LOCATION (City and State) (3) ROLE STANDARD FORM 330 (REV. 7/2021) PAGE 3 Westwood Lakes Facility, PS 536, and PS 1310 Hardening / Miami-Dade County, FL 5 On-going Miami-Dade Water & Sewer Dept (WASD) WASD requested the team to provide engineering and design services for hardening upgrades to Westwood Lakes Maintenance Facility (Westwood Lakes), Pump Station (PS) 0683, PS 0536, and PS 1310. These upgrades are to be conducted as part of the Federal Emergency Management Agency (FEMA) project number 4337-155-R. The Westwood Lakes facility is located at 4801 SW 117th Avenue. Westwood Lakes is a large maintenance facility and administration building which serves as one of the hubs for WASD SCADA Division and houses the Division’s emergency command center for all PS operations. The facility also includes PS 683, which is a regional triplex pump station that conveys 5.76 mgd of wastewater. PS 0536 is located at 8989 SW 117th Avenue, this PS is of the main booster stations that services the flows generated by Kendall West, conveying approximately 76 mgd of wastewater. The PS has four centrifugal pumps with 800-horsepower motors and two 1,750-kilowatt natural-gas-engine generators. PS 1310 is located at 150100 NW 151st Street and Douglas Road, but most notably, it is at the end of a former runway at the Opa-Locka Airport. PS 1310 is a booster station that serves an expansive region to the north portion of Miami-Dade County, including the entire City of Hialeah, and conveys approximately 61 mgd of wastewater. Justino Moncada 786-552-4436 300 Engineering Group, P.A. Coral Gables, FL Engineer of Record – Hardening, Civil, Architectural and Structural Disciplines The proposed upgrades for these facilities include: • Install a new, dual-fuel, diesel-natural gas generator in a sound-attenuated, wind-rated enclosure at the Westwood Lakes facility • Install approximately 600 linear feet of underground natural gas supply line from 117th Avenue to the new generator at the Westwood Lakes Facility • Incorporate wind and flood protection to the PS 683 building, with the installation of flood resistant doors and impact resistant louvers • Installation of a new (third), redundant, natural-gas generator at PS 536 • Incorporate wind and flood protection to the PS 536 Electrical building, with the installation of impact resistant doors and louvers • Incorporate wind and flood protection to the PS 1310 building, with the installation of flood resistant doors, impact resistant louvers, impact resistant doors and flood gates • The estimated construction cost for the project is $2.7MM CATEGORY A

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532STANDARD FORM 330 - F: PROJECTSBI/I & SSESb. POINT OF CONTACT NAME F. EXAMPLE PROJECTS WHICH BEST ILLUSTRATE PROPOSED TEAM'S QUALIFICATIONS FOR THIS CONTRACT (Present as many projects as requested by the agency, or 10 projects, if not specified. Complete one Section F for each project.) 20. EXAMPLE PROJECT KEY NUMBER 21. TITLE AND LOCATION (City and State) 22. YEAR COMPLETED PROFESSIONAL SERVICES CONSTRUCTION (If applicable) 23. PROJECT OWNER'S INFORMATION a. PROJECT OWNER c. POINT OF CONTACT TELEPHONE NUMBER 24. BRIEF DESCRIPTION OF PROJECT AND RELEVANCE TO THIS CONTRACT (Include scope, size, and cost) 25. FIRMS FROM SECTION C INVOLVED WITH THIS PROJECT a. (1) FIRM NAME (2) FIRM LOCATION (City and State) (3) ROLE b. (1) FIRM NAME (2) FIRM LOCATION (City and State) (3) ROLE c. (1) FIRM NAME (2) FIRM LOCATION (City and State) (3) ROLE d. (1) FIRM NAME (2) FIRM LOCATION (City and State) (3) ROLE e. (1) FIRM NAME (2) FIRM LOCATION (City and State) (3) ROLE f. (1) FIRM NAME (2) FIRM LOCATION (City and State) (3) ROLE STANDARD FORM 330 (REV. 7/2021) PAGE 3 Sanitary Sewer Evaluation Survey (SSES) and Infiltration & Inflow (I/I) Repair Inspection Services for the PSIP / Miami-Dade County, FL 6 2015 Miami-Dade Water & Sewer Dept (WASD) 300 Engineering (Franklin Torrealba, PE) was the program manager for the SSES and I/I Repair Inspection Services for the PSIP. The project included the following phases: 1. Annual Cleaning, Video Recording and Smoke Testing of Selected Portions of WASD Sanitary Sewer System • Cleaning, video recording and smoke testing of approximately 736,600 linear feet of sanitary sewer gravity collection lines of varying diameters • Cleaning and inspection of 40 pump station wet wells 2. Rehabilitation of Manholes Inflow & Infiltration (I/I) Repair for PSIP Projects • Rehabilitation of approximately 415 manholes in various locations within Miami-Dade County • Cleaning of manhole structures, surface preparation, concrete repair and restoration, installing concrete protective coating, sealing exterior voids of leaks with a chemical grout, cleaning and restoring exposed reinforcing, rehabilitation of the manhole bench and flow channels, installing plugs and thru pipe as required 3. Rehabilitation Sanitary Sewers by the CIPP Method for PSIP Projects • Rehabilitation of defects in 8-inch through 36-inch diameter gravity sanitary sewer by the cured-in-place pipe lining method • Supplementary cleaning of affected gravity sanitary sewers • Isolation of sewer segment to be repaired • Inspection via closed circuit television (CCTV) • Installation of CIPP liner and reinspection with CCTV 4. Removal and Replacement of Sanitary Sewer Gravity Mains – Dig & Replace Project • Removal and Installation of approximately 8,250 LF of 8-inch to 24-inch gravity mains • Removal and Installation of approximately 9,000 LF of 6-inch laterals • Making the connection from the existing sewer lateral to the new lateral piping, including the saddle connection • Complete Roadway and swale restoration, replacement of concrete driveways 300 Engineering provided the following Construction Management & Inspection Services • Review of Schedule and Sequence of Work • Review and Approval of Bypass Pumping/Flow Control • Ensuring contractor adheres to the Construction Specifications • Review and Processing of Shop Drawings for all materials and equipment • Inspection of all equipment, including CCTV Trucks, plugs • Assistance and Coordination with Permitting Agencies and Municipalities • Ensuring Contractor complies with OSHA requirements • Project Close-out Rolando Roque, PE 786-552-8129 300 Engineering Group, P.A. Coral Gables, FL Program Manager Bermello Ajamil Ft. Lauderdale, FL Subconsultant – Public Outreach CATEGORY B 2015

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2BI/I & SSESSTANDARD FORM 330 - F: PROJECTSb. POINT OF CONTACT NAME F. EXAMPLE PROJECTS WHICH BEST ILLUSTRATE PROPOSED TEAM'S QUALIFICATIONS FOR THIS CONTRACT (Present as many projects as requested by the agency, or 10 projects, if not specified. Complete one Section F for each project.) 20. EXAMPLE PROJECT KEY NUMBER 21. TITLE AND LOCATION (City and State) 22. YEAR COMPLETED PROFESSIONAL SERVICES CONSTRUCTION (If applicable) 23. PROJECT OWNER'S INFORMATION a. PROJECT OWNER c. POINT OF CONTACT TELEPHONE NUMBER 24. BRIEF DESCRIPTION OF PROJECT AND RELEVANCE TO THIS CONTRACT (Include scope, size, and cost) 25. FIRMS FROM SECTION C INVOLVED WITH THIS PROJECT a. (1) FIRM NAME (2) FIRM LOCATION (City and State) (3) ROLE b. (1) FIRM NAME (2) FIRM LOCATION (City and State) (3) ROLE c. (1) FIRM NAME (2) FIRM LOCATION (City and State) (3) ROLE d. (1) FIRM NAME (2) FIRM LOCATION (City and State) (3) ROLE e. (1) FIRM NAME (2) FIRM LOCATION (City and State) (3) ROLE f. (1) FIRM NAME (2) FIRM LOCATION (City and State) (3) ROLE STANDARD FORM 330 (REV. 7/2021) PAGE 3 Sanitary Evaluation System Survey (SSES) – Night Flow Study and Basin Prioritization / Coral Gables, FL 7 2021 City of Coral Gables Public Works Dept 300 Engineering conducted a SSES for the City which is required as per the Miami-Dade County Code. 300 Engineering provided Night Flow Evaluations, Smoke Testing, and Visual Manhole Inspections. To identify basins surpassing the 5,000 GPDIM I/I threshold, 300 Engineering performed wet season Night Flow Monitoring, when the domestic activity and wastewater flow is minimal, and the majority of flow observed can be attributed to I/I. The flow monitoring was conducted by a combination of field investigations at each of the City’s pump stations, and analyses of its SCADA data. Additionally, 300 Engineering further evaluated the I/I throughout the City by performing Water Consumption and Environmental Factor Analyses. These studies allowed to compare metered wastewater flows versus water usage, as well as to examine the relationship between system-wide wastewater flows and environmental factors, such as, rainfall, groundwater and tidal elevations for the one-year period of 2019. The flow analyses allowed to quantify I/I and demonstrate that rainfall, groundwater levels, and tidal fluctuations had a considerable impact on the City’s wastewater collection system, most likely as a result of existing defects that facilitated the entry of clean water from these extraneous sources. 300 Engineering conducted a City-wide Smoke Test on the sewer collection system. The test was performed during the dry season and comprised approximately 360,000 LF of gravity mains. It allowed to report any existing cross-connections with the City’s stormwater drainage system, as well as to record all observable defects or sources of smoke exfiltration. Simultaneously, Visual Manhole Inspections were performed to evaluate the physical condition of these structures. Based on the SSES results obtained, 300 Engineering prepared the City’s Third Cycle Phase 1 and 2 SSES Report for submittal to the Miami-Dade County Department of Regulatory and Economic Resources (RER). Jorge Acevedo, PE 305-460-5006 300 Engineering Group, P.A. Coral Gables, FL Prime Consultant CATEGORY B 300 Engineering performed a qualitative and quantitative analysis for the I/I at each of the City’s thirty-five (35) basins from 2017-2019. A prioritization of the sewer basins was established based on the I/I estimation results. A comprehensive Corrective Action Plan was developed as part of the SSES report including recommended priorities, timelines, tactics and initiatives, and the associated preliminary estimated costs for implementation. Following the implementation of some of the rehabilitation work proposed, 300 Engineering conducted Field Flow Monitoring tests at the seven (7) sewer basins that were initially found to be out of compliance with the 5,000 GPDIM I/I standard. The objective was to re-evaluate the flows at each pump station in order to determine their basin’s current compliance status.

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552BI/I & SSESSTANDARD FORM 330 - F: PROJECTSb. POINT OF CONTACT NAME F. EXAMPLE PROJECTS WHICH BEST ILLUSTRATE PROPOSED TEAM'S QUALIFICATIONS FOR THIS CONTRACT (Present as many projects as requested by the agency, or 10 projects, if not specified. Complete one Section F for each project.) 20. EXAMPLE PROJECT KEY NUMBER 21. TITLE AND LOCATION (City and State) 22. YEAR COMPLETED PROFESSIONAL SERVICES CONSTRUCTION (If applicable) 23. PROJECT OWNER'S INFORMATION a. PROJECT OWNER c. POINT OF CONTACT TELEPHONE NUMBER 24. BRIEF DESCRIPTION OF PROJECT AND RELEVANCE TO THIS CONTRACT (Include scope, size, and cost) 25. FIRMS FROM SECTION C INVOLVED WITH THIS PROJECT a. (1) FIRM NAME (2) FIRM LOCATION (City and State) (3) ROLE b. (1) FIRM NAME (2) FIRM LOCATION (City and State) (3) ROLE c. (1) FIRM NAME (2) FIRM LOCATION (City and State) (3) ROLE d. (1) FIRM NAME (2) FIRM LOCATION (City and State) (3) ROLE e. (1) FIRM NAME (2) FIRM LOCATION (City and State) (3) ROLE f. (1) FIRM NAME (2) FIRM LOCATION (City and State) (3) ROLE STANDARD FORM 330 (REV. 7/2021) PAGE 3 Sanitary Evaluation System Survey 3rd Cycle Report (SSES) & Smoke Testing of Sanitary Sewer System / Surfside, FL 8 2022 Town of Surfside Public Works Dept 300 Engineering performed Smoke Testing of the Town’s sanitary sewer collection system as part of the SSES assessment required for compliance with Miami-Dade County Code. Smoke testing was performed during dry weather and in low-wind conditions. The evaluation consisted of using an air blower to force non-toxic low-pressure smoke into the sewer pipes and documenting the locations of smoke exfiltration. After the test was completed, the smoke test results were reviewed to identify repair tasks to be performed by the Town and identify corrective actions for which property owners would be notified and held responsible to complete. 300 Engineering created an interactive smoke test tracking dashboard to manage the project progress, create visibility for project stakeholders and manage the smoke test repairs. Additionally, 300 Engineering conducted Visual Manhole Inspections as part of the SSES assessment due to the susceptibility of manholes to structural defects and/or I/I. Manhole Inspections provide the Town with valuable information on the physical condition of the manholes, and an opportunity to observe pipe diameters, inverts, network connectivity, and possible surcharging within mainline gravity sewers. Manholes can be a significant source of I/I into the collection system through missing inserts (rain dishes), loose joints, cracks, or damaged frames and covers. Furthermore, 300 Engineering prepared the Town’s Current Cycle 3 Phase I SSES Report for submittal to the Miami-Dade County Department of Regulatory and Economic Resources (RER). Hector Gomez 305-861-4863 300 Engineering Group, P.A. Coral Gables, FL Prime Consultant CATEGORY B 300 Engineering reviewed flow measurements performed and approved as part of the SSES 2nd Cycle to be used as credits for the 3rd Cycle. Approved Night Flow measurements are included as part of the report. In addition, 300 Engineering compared the Town’s wastewater flows against water meter usage, rainfall data, groundwater table elevations and tidal elevations and assess the impact of Base I/I, Rain Dependent I/I (RDI/I), and Tidal I/I. The report provides a review of the data obtained from the Town’s preliminary sewer system survey, the analysis of the system’s condition, and the development of an action plan to minimize I/I levels. A Corrective Action Plan was developed as part of the SSES report including recommended priorities, timelines, tactics and initiatives, and the associated preliminary estimated costs for implementation. Driven by the need for a phased I/I reduction program with specific targets and deadlines, the following objectives were set for the Town’s I/I program: Prioritization Plan for I/I Reduction including Sanitary Manholes Repairs, CCTV Inspection of Gravity Mains, Inspection of Suspect Lateral Defects.

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2BI/I & SSESSTANDARD FORM 330 - F: PROJECTSb. POINT OF CONTACT NAME F. EXAMPLE PROJECTS WHICH BEST ILLUSTRATE PROPOSED TEAM'S QUALIFICATIONS FOR THIS CONTRACT (Present as many projects as requested by the agency, or 10 projects, if not specified. Complete one Section F for each project.) 20. EXAMPLE PROJECT KEY NUMBER 21. TITLE AND LOCATION (City and State) 22. YEAR COMPLETED PROFESSIONAL SERVICES CONSTRUCTION (If applicable) 23. PROJECT OWNER'S INFORMATION a. PROJECT OWNER c. POINT OF CONTACT TELEPHONE NUMBER 24. BRIEF DESCRIPTION OF PROJECT AND RELEVANCE TO THIS CONTRACT (Include scope, size, and cost) 25. FIRMS FROM SECTION C INVOLVED WITH THIS PROJECT a. (1) FIRM NAME (2) FIRM LOCATION (City and State) (3) ROLE b. (1) FIRM NAME (2) FIRM LOCATION (City and State) (3) ROLE c. (1) FIRM NAME (2) FIRM LOCATION (City and State) (3) ROLE d. (1) FIRM NAME (2) FIRM LOCATION (City and State) (3) ROLE e. (1) FIRM NAME (2) FIRM LOCATION (City and State) (3) ROLE f. (1) FIRM NAME (2) FIRM LOCATION (City and State) (3) ROLE STANDARD FORM 330 (REV. 7/2021) PAGE 3 Sanitary Evaluation System Survey (SSES) – I/I Plan of Compliance / North Bay Village, FL 9 2022 North Bay Village After the submittal of the required Second Cycle SSES Report, six (6) of the Village’s seven (7) sanitary sewer sub-basins were found to be out of compliance with the 5,000 gallon per day inch-mile (GPDIM) standard for infiltration and inflow (I/I) specified in the County Code. As a result, the Miami-Dade Department of Regulatory and Economic Resources (RER/DERM) placed all but one (1) of the Village’s sub-basins under INCOMPLETE (IN) Moratorium status. Due to an insufficiency of supporting documentation on the activities performed as part of the SSES, RER/DERM issued an RFI to the Village requesting additional information to validate their pump station basins and sanitary sewer collection system’s condition/status. The Village requested 300 Engineering to assist in bringing the Village’s basins into compliance with the County Code by re-assessing the system and providing a response to RER/DERM’s RFI. To this effect, 300 Engineering developed a customized I/I Plan of Compliance for the Village. The Plan was also developed to maximize cost-effectiveness by responding to the RER/DERM RFI while simultaneously satisfying the upcoming SSES Third Cycle Report requirements. The Plan was comprised of various steps to ensure that a holistic analysis of the Village’s I/I predicament was conducted and executed, these steps being: 1. Performing Night Flow Isolation and Visual Manhole Inspections 2. Performing Night Flow Tests 3. A Water Consumption Analysis and GPDIM Calculations 4. Smoke Testing 5. Developing a Cost-Effective Rehabilitation Prioritization Plan Marlon Lobban 305-861-4863 300 Engineering Group, P.A. Coral Gables, FL Engineer of Record CATEGORY B As a response to the RFI prepared by RER/DERM, 300 Engineering developed a report based on the Compliance Plan, which highlighted the overall assessment of I/I in the Village’s sanitary sewer collection system, including the results of all performed tests, inspections, and calculations, as well as a summary of the Village’s past rehabilitation work, recommended rehabilitation work, and a Cost Effective Rehabilitation Prioritization Plan. Once the I/I Plan of Compliance was completed, 300 Engineering held a coordination meeting with the Village and RER/DERM to address any concerns before final submission. Following this meeting, 300 Engineering presented the I/I Compliance Plan, findings and recommendations at the Village’s monthly Commission meeting. The key to the success of this project was ongoing coordination with the project stakeholders & providing the Village with a clear and focused, cost-effective approach.

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572STANDARD FORM 330 - F: PROJECTSCFORCE MAINSWATER MAINSb. POINT OF CONTACT NAME F. EXAMPLE PROJECTS WHICH BEST ILLUSTRATE PROPOSED TEAM'S QUALIFICATIONS FOR THIS CONTRACT (Present as many projects as requested by the agency, or 10 projects, if not specified. Complete one Section F for each project.) 20. EXAMPLE PROJECT KEY NUMBER 21. TITLE AND LOCATION (City and State) 22. YEAR COMPLETED PROFESSIONAL SERVICES CONSTRUCTION (If applicable) 23. PROJECT OWNER'S INFORMATION a. PROJECT OWNER c. POINT OF CONTACT TELEPHONE NUMBER 24. BRIEF DESCRIPTION OF PROJECT AND RELEVANCE TO THIS CONTRACT (Include scope, size, and cost) 25. FIRMS FROM SECTION C INVOLVED WITH THIS PROJECT a. (1) FIRM NAME (2) FIRM LOCATION (City and State) (3) ROLE b. (1) FIRM NAME (2) FIRM LOCATION (City and State) (3) ROLE c. (1) FIRM NAME (2) FIRM LOCATION (City and State) (3) ROLE d. (1) FIRM NAME (2) FIRM LOCATION (City and State) (3) ROLE e. (1) FIRM NAME (2) FIRM LOCATION (City and State) (3) ROLE f. (1) FIRM NAME (2) FIRM LOCATION (City and State) (3) ROLE STANDARD FORM 330 (REV. 7/2021) PAGE 3 Bayshore Park Water Main and Force Main Replacement / City of Miami Beach, FL 10 2022 City of Miami Beach Public Works Dept The City is planning a redevelopment of the former Par 3 golf course with the installation of the new Bayshore Park, which is a signature project for the City and will provide the community with new green space with resiliency components, stormwater management and recreational spaces. The park was in the final stages of design and permitting when the City identified the need of replacing two (2) vital pipes that are sitting within the park area: a 30-inch CIP force main and a 20-inch CIP water main. Both pipes were installed over 70 years ago and would create significant challenges to replace and/or repair after the new Bayshore Park is constructed. Therefore, the City requested 300 Engineering to provide expedited engineering, design and permitting services to prepare the construction documents for the replacement of these two critical pipes before the completion of the design and permitting of the Bayshore Park project. 300 Engineering developed and implemented an expedited project schedule in close coordination with the City to comply with the sensitive timeline, under this project 300 Engineering was able to develop 90% design drawings and technical specifications for the replacement of approximately 850 LF of 30-inch force main and 1200 LF of 20-inch water main within 8 weeks. Moreover, permits were obtained in less than 90 days, with the water main extension being approved in 24 hours. In addition, it was critical for the project to provide a pipeline alignment that avoided conflicts to the proposed park infrastructure and trees, optimized the section of pipes to be replaced, and minimized the impact to the systems during construction. Therefore, extensive and early coordination with the different project stakeholders was paramount for the success of the project. Mariana Evora, PE 305-240-9932 300 Engineering Group, P.A. Coral Gables, FL Prime Consultant Bello & Bello Miami, FL Subconsultant – Survey Services Key scope elements for this project include: • Replacement of over 1200 LF of 20-inch water main • Replacement of 850 LF of 30-inch water main • Expedited project delivery (Design 8 weeks, Permitting less 90 days with Water Extension Permit in 24 hrs.) • Detailed sequence of construction and flow management during construction plan • Coordination with various project stakeholders including: City of Miami Beach Public Works Department, City of Miami Beach Parks and Recreation and CIP managers, Bayshore Park design consultants and permitting agencies CATEGORY C

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2CFORCE MAINSWATER MAINSSTANDARD FORM 330 - F: PROJECTSb. POINT OF CONTACT NAME F. EXAMPLE PROJECTS WHICH BEST ILLUSTRATE PROPOSED TEAM'S QUALIFICATIONS FOR THIS CONTRACT (Present as many projects as requested by the agency, or 10 projects, if not specified. Complete one Section F for each project.) 20. EXAMPLE PROJECT KEY NUMBER 21. TITLE AND LOCATION (City and State) 22. YEAR COMPLETED PROFESSIONAL SERVICES CONSTRUCTION (If applicable) 23. PROJECT OWNER'S INFORMATION - a. PROJECT OWNER c. POINT OF CONTACT TELEPHONE NUMBER 24. BRIEF DESCRIPTION OF PROJECT AND RELEVANCE TO THIS CONTRACT (Include scope, size, and cost) 25. FIRMS FROM SECTION C INVOLVED WITH THIS PROJECT a. (1) FIRM NAME (2) FIRM LOCATION (City and State) (3) ROLE b. (1) FIRM NAME (2) FIRM LOCATION (City and State) (3) ROLE c. (1) FIRM NAME (2) FIRM LOCATION (City and State) (3) ROLE d. (1) FIRM NAME (2) FIRM LOCATION (City and State) (3) ROLE e. (1) FIRM NAME (2) FIRM LOCATION (City and State) (3) ROLE f. (1) FIRM NAME (2) FIRM LOCATION (City and State) (3) ROLE STANDARD FORM 330 (REV. 7/2021) PAGE 3 Installation of 36-inch Water Main along NW 106th St from NW 107th Ave to the Intersection of NW 87th Ave & NW South River Dr / Miami-Dade County, FL 11 2017 Miami-Dade Water & Sewer Dept (WASD) 300 Engineering provided engineering services for the design of a 36-inch Ductile Iron (DI) Main. The Miami Dade Water and Sewer Department required to upgrade the water system to increase water pressure and provide optimum fire flow protection. The purpose of this project was to improve water transmission system redundancy and increase system pressure around Medley, Doral, Miami Lakes, Hialeah and Hialeah Gardens. The 10,500 LF water main runs along NW 106th Street from NW 107th Ave to the Intersection of NW 87th Avenue and NW South River Drive, within the Town of Medley. The project involved the design of approximately 300 LF of 54-Inch Steel Casing installed via micro-tunneling crossing Florida East Coast (FEC) Railway. The project also involved approximately 70 LF of subaqueous canal crossing via Open Cut. Multiple trenchless technologies were considered for the railroad crossing including HDD and Jack & Bore. However, due to the requirements of FEC and high-water table, micro-tunneling was selected as the preferred option. Services provided included, but were not limited to design, permitting, cost estimating, preparation of technical specifications, detailed maintenance of traffic plans, utility coordination, site inspections, scheduling, limited procurement, and limited construction support services. The Project required major coordination with Stakeholders including South Florida Water Management District, Town of Medley Police Department and Miami Dade Regulatory Economic Resources Department Carlos Benavides 305-310-6307 300 Engineering Group, PA Coral Gables, FL Engineer of Record CATEGORY C 2022 Key scope elements of this project include: • Trenchless technologies evaluation • Micro tunneling design including a 54-inch casing • Subaqueous canal crossing design • Detailed MOT • Stakeholder coordination with multiple municipalities and permitting agencies

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592CFORCE MAINSWATER MAINSSTANDARD FORM 330 - F: PROJECTSb. POINT OF CONTACT NAME F. EXAMPLE PROJECTS WHICH BEST ILLUSTRATE PROPOSED TEAM'S QUALIFICATIONS FOR THIS CONTRACT (Present as many projects as requested by the agency, or 10 projects, if not specified. Complete one Section F for each project.) 20. EXAMPLE PROJECT KEY NUMBER 21. TITLE AND LOCATION (City and State) 22. YEAR COMPLETED PROFESSIONAL SERVICES CONSTRUCTION (If applicable) 23. PROJECT OWNER'S INFORMATION - a. PROJECT OWNER c. POINT OF CONTACT TELEPHONE NUMBER 24. BRIEF DESCRIPTION OF PROJECT AND RELEVANCE TO THIS CONTRACT (Include scope, size, and cost) 25. FIRMS FROM SECTION C INVOLVED WITH THIS PROJECT a. (1) FIRM NAME (2) FIRM LOCATION (City and State) (3) ROLE b. (1) FIRM NAME (2) FIRM LOCATION (City and State) (3) ROLE c. (1) FIRM NAME (2) FIRM LOCATION (City and State) (3) ROLE d. (1) FIRM NAME (2) FIRM LOCATION (City and State) (3) ROLE e. (1) FIRM NAME (2) FIRM LOCATION (City and State) (3) ROLE f. (1) FIRM NAME (2) FIRM LOCATION (City and State) (3) ROLE STANDARD FORM 330 (REV. 7/2021) PAGE 3 Design-Build for the Installation of a 36-inch Force Main with 54-inch Micro-tunnel along NW 107 Ave from 7th St to 25th St /City of Doral, FL 12 2022 Miami-Dade Water & Sewer Dept (WASD) This Design-Build project involved the design, permitting and installation of approximately 8,000 LF a 36-inch Diameter Sanitary Sewer Force Main project within the City of Doral for the Miami Dade Water & Sewer Department (WASD). The new 36-inch force main replaced an existing 24-inch CI force main required to reduce system pressures and increase capacity for future developments in the area. The construction cost of this project is estimated at $8.9MM. The jurisdiction of the roads encroached by the proposed force main include the Florida Department of Transportation (FDOT) and the City of Doral. In depth stakeholder coordination was of paramount importance due to the high-density urban environment which includes, but not limited to, residents, businesses, malls/shopping centers and emergency vehicles. The project includes tie-ins to existing 14 pump stations along the project corridor, including discharges of Miami International Mall and Dolphin Mall. 300 Engineering also designed approximately 160 LF of 54-inch steel micro-tunneling underneath CSX Rail tracks. Due to location of existing utilities, the micro-tunnel was designed to a depth of 15-ft. This included the structural design of launching and receiving shafts. Locating existing utilities via soft digs was vital on this area of the project. Permitting coordination was performed with the following agencies presiding over the installation of this force main, CSX, City of Doral, Florida Department of Environmental Protection (RER/DERM), DERM Tree Permit, FDOT, MDX, Miami-Dade Public Works and Waste Management Department (MDPWWMD). One key element of this project is stakeholder coordination, as construction took place in a densely populated areas within the City of Doral. All traffic detours, traffic controls and others, throughout the project area were required and approved by the Miami-Dade County Department of Public Works (DTPW), Traffic Engineering Division (Traffic Division), Florida Department of Transportation (FDOT), Miami-Dade Expressway Authority (MDX), City of Sweetwater and the City of Doral. Moreover, the project also included the preparation of a traffic study including modeling and synchronization of traffic signals. Enrique Febles, PE 786-552-4384 300 Engineering Group, P.A. Coral Gables, FL Engineer of Record CATEGORY C Another key objective of the project was to provide full pavement restoration of County owned right of way from NW 12th St to NW 25th St along NW 107th Ave. This included milling and overlay of existing asphalt and pavement stripping as per Memorandum of Understanding between WASD and DTPW. Key scope elements of this project include: • Replacement of 8,000 LF of force main • Trenchless technology design via installation of a 54-inch micro-tunnel • Capacity upgrades for the sanitary sewer system in the project area • Extensive coordination with project stakeholders and permitting • Detailed traffic management during construction analysis to minimize disruptions to densely populated residential areas Bello & Bello Miami, FL Surveyor Universal Engineering Miami, FL Geotechnical Engineer

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2CFORCE MAINSWATER MAINSSTANDARD FORM 330 - F: PROJECTSb. POINT OF CONTACT NAME F. EXAMPLE PROJECTS WHICH BEST ILLUSTRATE PROPOSED TEAM'S QUALIFICATIONS FOR THIS CONTRACT (Present as many projects as requested by the agency, or 10 projects, if not specified. Complete one Section F for each project.) 20. EXAMPLE PROJECT KEY NUMBER 21. TITLE AND LOCATION (City and State) 22. YEAR COMPLETED PROFESSIONAL SERVICES CONSTRUCTION (If applicable) 23. PROJECT OWNER'S INFORMATION - a. PROJECT OWNER c. POINT OF CONTACT TELEPHONE NUMBER 24. BRIEF DESCRIPTION OF PROJECT AND RELEVANCE TO THIS CONTRACT (Include scope, size, and cost) 25. FIRMS FROM SECTION C INVOLVED WITH THIS PROJECT a. (1) FIRM NAME (2) FIRM LOCATION (City and State) (3) ROLE b. (1) FIRM NAME (2) FIRM LOCATION (City and State) (3) ROLE c. (1) FIRM NAME (2) FIRM LOCATION (City and State) (3) ROLE d. (1) FIRM NAME (2) FIRM LOCATION (City and State) (3) ROLE e. (1) FIRM NAME (2) FIRM LOCATION (City and State) (3) ROLE f. (1) FIRM NAME (2) FIRM LOCATION (City and State) (3) ROLE STANDARD FORM 330 (REV. 7/2021) PAGE 3 BODR for the Rehabilitation/Replacement of 2.5 Miles of 48-inch PCCP FM along Biscayne Canal /Miami-Dade County, FL 13 2015 Miami-Dade Water & Sewer Dept (WASD) 300 Engineering was selected as part of the PMCM Team to prepare the Basis of Design Report (BODR) for the Rehabilitation/Replacement of 2.5 Miles of 48-inch PCCP FM along Biscayne Canal between NW 57th Avenue and 32nd Avenue. This project required WASD to rehabilitate or replace the 48-inch force main due to the lack of structural integrity. 300 Engineering provided engineering services for the development of a detailed BODR for the replacement of this critical force main. The estimated construction cost is $22.5MM. The project included the following Utility Coordination and Base Mapping Utility coordination was conducted through Sunshine One Call 811 to obtain information on all utilities within the project area. As-builts from each utility were collected and reviewed. Confirmation of public right-of-way was obtained using the information from the utility coordination, field Inspections, as-builts, GIS data and plat records obtained through Miami-Dade County. A project Base Map was developed with the utility information obtained from each source. Material Selection A material evaluation matrix was developed to select the best material for each of the proposed routes. The following nine (9) factors were considered: WASD and contractor experience and familiarity; connection to existing lines; pipe laying length & weight; pipe joint flexibility; internal corrosion resistance/cathodic protection/soil corrosivity; useful life span (Min. 50 years); failure characteristics; diameter requirements; and construction cost Route Selection A series of alternatives were considered and evaluated. Feasibility and practicality constraints resulted in the reduction of these alternatives to four (4) possible routes. The selected routes were based on existing conditions, construction techniques, proposed pipe material, and required permitting agencies involvement. The objective was to minimize impacts to the environment and property stakeholders while addressing WASD needs and design criteria. The following factors were considered for the route selection: minimization of adverse traffic impacts; minimize public agency coordination/permitting; impact to businesses and/or public facilities/ stakeholders; constructability; maintenance/accessibility; implementation schedule; hydraulic impact; minimize ROW or easement acquisition; and minimize project cost James Ferguson, PE 786-552-8108 300 Engineering Group, P.A. Coral Gables, FL Task Manager CATEGORY C 2018 Key project scope elements included • Identification of preliminary pipe layouts for field evaluation • Base map development • Detailed route analysis and selection • Material selection • Opinion of probable cost

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612CFORCE MAINSWATER MAINSSTANDARD FORM 330 - F: PROJECTSb. POINT OF CONTACT NAME F. EXAMPLE PROJECTS WHICH BEST ILLUSTRATE PROPOSED TEAM'S QUALIFICATIONS FOR THIS CONTRACT (Present as many projects as requested by the agency, or 10 projects, if not specified. Complete one Section F for each project.) 20. EXAMPLE PROJECT KEY NUMBER 21. TITLE AND LOCATION (City and State) 22. YEAR COMPLETED PROFESSIONAL SERVICES CONSTRUCTION (If applicable) 23. PROJECT OWNER'S INFORMATION - a. PROJECT OWNER c. POINT OF CONTACT TELEPHONE NUMBER 24. BRIEF DESCRIPTION OF PROJECT AND RELEVANCE TO THIS CONTRACT (Include scope, size, and cost) 25. FIRMS FROM SECTION C INVOLVED WITH THIS PROJECT a. (1) FIRM NAME (2) FIRM LOCATION (City and State) (3) ROLE b. (1) FIRM NAME (2) FIRM LOCATION (City and State) (3) ROLE c. (1) FIRM NAME (2) FIRM LOCATION (City and State) (3) ROLE d. (1) FIRM NAME (2) FIRM LOCATION (City and State) (3) ROLE e. (1) FIRM NAME (2) FIRM LOCATION (City and State) (3) ROLE f. (1) FIRM NAME (2) FIRM LOCATION (City and State) (3) ROLE STANDARD FORM 330 (REV. 7/2021) PAGE 3 Water Main Replacement and Meter Conversions Design-Build Criteria Package / South Miami Heights, FL 14 2014 Miami-Dade Water & Sewer Dept (WASD) 300 Engineering assisted WASD with the preparation of the D/B Criteria Package for the replacement of outdated and deteriorated water mains in the South Miami Heights area, bounded by SW 168th St & SW 191st Ter and SW 127th Ave & SW 113th Ave. 300 Engineering performed a GIS and as-built analysis to classify and determine the water mains that required replacement based on a criterion previously discussed with WASD. The criteria considered factors that affect the water quality and distribution in South Miami Heights, such as pipe material, pipeline age and pipeline size. The Department also required all water meters to be installed/relocated to the front of the properties. The project included: Replacement of 149,807 LF of water mains; Installation of 2,800 water meters and service lines and Relocation of 1,943 water meters. The following subtasks were performed: Jose F Soto 786-268-5270 300 Engineering Group, PA Coral Gables, FL Prime Consultant CATEGORY C 2019 Utility Coordination and As-built Review. An in-depth study of water main as-builts was performed in order to develop a comprehensive list of all existing mains in the project area. Each water main was analyzed and classified as per the replacement criteria, if applicable. Criteria approved by the Department included: Water Mains placed in service in 1960 or before, Water Mains with diameter equal or less than 6-Inches, Water Mains made of Asbestos Cement (AC), PVC, or Cast Iron (CI), Water Mains located in the rear of properties Cadastral Support Services. Preparation and drafting of the design drawings for the DBCP including key maps, proposed site plans, MOT and survey and borings controls Quantities Take-off Verification. ArcGIS was used to prepare a quantity take-off table reflecting the lineal feet of water mains to be replaced and the mains to remain. 300 Engineering used the Department’s replacement criteria in conjunction with WASD GIS information to develop the quantities take-off table. OPC and Overall Project Schedule. 300 Engineering prepared an OPC that included, but was not limited to: Mobilization, Pipeline and Fitting Installation, Tapping, Cutting and Plugging of Existing Mains, Water Service Relocation, Fire Hydrant Installation, Paving Repair and Resurfacing, Dedicated Allowance, Environmental Hazard Removal/Remediation and Unforeseen Conditions. The estimated construction cost for this project was $48MM. 300 Engineering prepared an overall project schedule including the following phases: Procurement / Bidding, Design, Permitting, Construction, Project Close-out.

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2STANDARD FORM 330 - F: PROJECTSb. POINT OF CONTACT NAME F. EXAMPLE PROJECTS WHICH BEST ILLUSTRATE PROPOSED TEAM'S QUALIFICATIONS FOR THIS CONTRACT (Present as many projects as requested by the agency, or 10 projects, if not specified. Complete one Section F for each project.) 20. EXAMPLE PROJECT KEY NUMBER 21. TITLE AND LOCATION (City and State) 22. YEAR COMPLETED PROFESSIONAL SERVICES CONSTRUCTION (If applicable) 23. PROJECT OWNER'S INFORMATION - a. PROJECT OWNER c. POINT OF CONTACT TELEPHONE NUMBER 24. BRIEF DESCRIPTION OF PROJECT AND RELEVANCE TO THIS CONTRACT (Include scope, size, and cost) 25. FIRMS FROM SECTION C INVOLVED WITH THIS PROJECT a. (1) FIRM NAME (2) FIRM LOCATION (City and State) (3) ROLE b. (1) FIRM NAME (2) FIRM LOCATION (City and State) (3) ROLE c. (1) FIRM NAME (2) FIRM LOCATION (City and State) (3) ROLE d. (1) FIRM NAME (2) FIRM LOCATION (City and State) (3) ROLE e. (1) FIRM NAME (2) FIRM LOCATION (City and State) (3) ROLE f. (1) FIRM NAME (2) FIRM LOCATION (City and State) (3) ROLE STANDARD FORM 330 (REV. 7/2021) PAGE 3 New Gravity system within Basin 1264 / Miami-Dade County, FL 15 2022 Miami-Dade Water & Sewer Dept (WASD) 300 Engineering performed engineering design services for the construction of new gravity sewers for Basin 1264. This is a new basin which will eliminate over 180 septic tanks. The project proposes the installation of approximately 12,300 LF of gravity sewers and 1,300 LF of 8-inch force main within Basin 1264–Project S-3 of the Green Tech Corridor. In addition, the project also proposes the installation approximately 11,060 LF of 12-inch water main. The existing water system within the area was reviewed and found to be undersized and cannot provide adequate distribution and fire protection service to the area. Therefore, 300 Engineering designed a new 12-inch diameter water main to replace the existing undersized water distribution system. WASD identified the need to extend both the current collection/transmission system and upsize certain parts of it within Basin 1264, which is in an area of unincorporated Miami-Dade County delimited by railroad tracks north of NW 74 St., NW 27 Ave, NW 71 St. as well as NW 67th St, and NW 35th Ave. The total 8-inch gravity main length proposed is approximately 9,070 LF and the total 10-inch gravity main length is about 3,330 LF. Additionally, approximately forty-five (45) manholes are involved in the proposed layout of Basin S-3’s sewage system necessary to obtain the required depths for the gravity’s main installation. The installation of an 8-inch force main along three (3) different locations within the Basin, from PS S-3 at NW 71 Ter and extending until NW 32 Ave, where it will be connected to an existing 20-inch force main. 300 Engineering also performed permitting services with MD-RER, Miami Dade County DTPW, FDOH among many others Amaury Betancourt, PE, PhD 786-552-8030 300 Engineering Group, P.A. Coral Gables, FL Engineer of Record CATEGORY D Key project elements include: • Elimination of septic tanks • Installation of over 12,000 LF of gravity main and 1,000 of force main • Extension of the wastewater collection to commercial and industrial properties with gravity sewer pipes of 8-inch and 10-inch diameter • Extension of the wastewater transmission system to commercial and industrial properties with a force main pipe of 8-inch diameter • Replacement and upsizing the existing water distribution system with a 12-inchdiameter water pipe • The estimated construction cost for this project is $9.9MM DGRAVITY SEWER

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632DGRAVITY SEWERSTANDARD FORM 330 - F: PROJECTSb. POINT OF CONTACT NAME F. EXAMPLE PROJECTS WHICH BEST ILLUSTRATE PROPOSED TEAM'S QUALIFICATIONS FOR THIS CONTRACT (Present as many projects as requested by the agency, or 10 projects, if not specified. Complete one Section F for each project.) 20. EXAMPLE PROJECT KEY NUMBER 21. TITLE AND LOCATION (City and State) 22. YEAR COMPLETED PROFESSIONAL SERVICES CONSTRUCTION (If applicable) 23. PROJECT OWNER'S INFORMATION a. PROJECT OWNER c. POINT OF CONTACT TELEPHONE NUMBER 24. BRIEF DESCRIPTION OF PROJECT AND RELEVANCE TO THIS CONTRACT (Include scope, size, and cost) 25. FIRMS FROM SECTION C INVOLVED WITH THIS PROJECT a. (1) FIRM NAME (2) FIRM LOCATION (City and State) (3) ROLE b. (1) FIRM NAME (2) FIRM LOCATION (City and State) (3) ROLE c. (1) FIRM NAME (2) FIRM LOCATION (City and State) (3) ROLE d. (1) FIRM NAME (2) FIRM LOCATION (City and State) (3) ROLE e. (1) FIRM NAME (2) FIRM LOCATION (City and State) (3) ROLE f. (1) FIRM NAME (2) FIRM LOCATION (City and State) (3) ROLE STANDARD FORM 330 (REV. 7/2021) PAGE 3 PS0062 Replacement, Gravity Main Extension and Force Main Installation/City of Miami, FL 16 On-going Miami-Dade Water & Sewer Dept (WASD) WASD has identified the need to design a new pump station to replace Pump Station No. 0062 (PS0062) which is located in the Northeast Quadrant of the intersection at NE 71st Street and NE 2nd Avenue in the City of Miami. The pump station serves a largely residential area with commercial properties located along major roadways. Due to anticipated increases in sewage flow, WASD has identified PS0062 for relocation and replacement with a larger pump station. The new pump station will be located on a parcel acquired by WASD at 7120 NE 2nd Avenue, which is Northwest of the existing pump station. The project includes the design of triplex dry-pit/wet well pump station, housing three 100HP pumps with a flow rate of approximately 3,340 gpm and total dynamic head (TDH) of 73 feet with a dry well/wet well configuration. The pump station will have a firm capacity of 3,340 gpm with a total capacity of 6,680 gpm. The total capacity is based on two operating pumps and one pump on standby The new PS0062 will connect to the sanitary sewer system in the project area via new gravity sewers and force mains to be installed along NE 2nd Avenue and 71st Street. The gravity sewer lines range between 8-inch and 30-inch in diameter and the force main is expected to be a 24-inch ductile iron pipe (DIP). 300 Engineering is providing engineering services to develop the project’s civil engineering, structural, plumbing and HVAC design, plans and technical specifications, as well as to provide maintenance of traffic (MOT) plans, bid support services, permitting support, and limited construction administration services related to the site civil for the replacement of PS0062, demolition of the existing PS0062, installation of new 30-inch diameter ductile iron (DI) gravity main and new 24-inch diameter DI force main; structural design for the pump station building and process structures; plumbing design for the pump station; and HVAC design for the electrical room Rolando Roque, PE 786-552-8129 300 Engineering Group, P.A. Coral Gables, FL Engineer of Record – Civil, HVAC and Structural Disciplines CATEGORY D Key scope elements for this project • Replacement and relocation of PS0062 • Increased sanitary sewer service capacity • Installation of new 30-inch sanitary sewer gravity main • Installation of new 24-inch force main • Detail civil design for pipeline installation including MOT and pavement restoration • Pump Station design includes protection of critical equipment through considerations of BFE and SLR protection required by the City and County

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2DGRAVITY SEWERSTANDARD FORM 330 - F: PROJECTSb. POINT OF CONTACT NAME F. EXAMPLE PROJECTS WHICH BEST ILLUSTRATE PROPOSED TEAM'S QUALIFICATIONS FOR THIS CONTRACT (Present as many projects as requested by the agency, or 10 projects, if not specified. Complete one Section F for each project.) 20. EXAMPLE PROJECT KEY NUMBER 21. TITLE AND LOCATION (City and State) 22. YEAR COMPLETED PROFESSIONAL SERVICES CONSTRUCTION (If applicable) 23. PROJECT OWNER'S INFORMATION a. PROJECT OWNER c. POINT OF CONTACT TELEPHONE NUMBER 24. BRIEF DESCRIPTION OF PROJECT AND RELEVANCE TO THIS CONTRACT (Include scope, size, and cost) 25. FIRMS FROM SECTION C INVOLVED WITH THIS PROJECT a. (1) FIRM NAME (2) FIRM LOCATION (City and State) (3) ROLE b. (1) FIRM NAME (2) FIRM LOCATION (City and State) (3) ROLE c. (1) FIRM NAME (2) FIRM LOCATION (City and State) (3) ROLE d. (1) FIRM NAME (2) FIRM LOCATION (City and State) (3) ROLE e. (1) FIRM NAME (2) FIRM LOCATION (City and State) (3) ROLE f. (1) FIRM NAME (2) FIRM LOCATION (City and State) (3) ROLE STANDARD FORM 330 (REV. 7/2021) PAGE 3 Engineering and Geological Services for Water, Wastewater, and Reclaimed Water Planning /Miami-Dade County, FL 17 2017 Miami-Dade Water & Sewer Dept (WASD) As part of the Miami-Dade Water and Sewer Department’s Integrated Master Plan for Water, Wastewater, and Reclaimed Water, 300 Engineering was selected to provide various professional engineering services, such as planning, preliminary design, flow projections, hydrogeological evaluations, among others, required to address comprehensive planning objectives for the County’s water and wastewater infrastructure. 300 Engineering was responsible for developing Basis of Design Repots (BODRs) for the sewer service extensions to commercial and industrial areas throughout the Commission Districts 8 and 9. In addition to sewer expansions, the projects also contemplated water transmission main upgrades to meet standards for commercial water distribution in locations where overlap with wastewater improvements were identified. District 8 improvements focused on the planning and preliminary design of a new pump station to serve a new commercial basin (with thirty-eight (38) new manholes with gravity mains totaling over 10,000 LF) providing over 25,000 LF of combined water and sewer infrastructure for the new basin and three (3) existing individual basins which would serve an additional one-hundred and twenty-seven (127) businesses. The efforts were centered on evaluating the best location for the new station by assessing the elevation requirements necessary to ensure gravity invert depths were sufficient. District 9 improvements focused on extending sewer and water infrastructure for seven (7) individual basins with over forty-eight new manholes and over 22,900 LF of pipelines, for new water and sewer services. The analysis was focused on minimizing the need for new pump stations and minimizing the length of gravity sewers and force main extensions where possible. The development of the BODRs included data collection with the compilation and analysis of GIS data related to the water and sewer infrastructure, land use, zoning, record documents, utility atlas, parcels data, FDOT underground utility information, record and design documents, and other detailed information on existing underground utilities in the area. Topographic and environmental data such as LIDAR elevations, climate risk information, contaminated sites, available soil survey maps and hydraulic models of existing lift stations within the commercial corridor of interest were collected and reviewed. Gravity sewer invert calculations were performed for each service basin in which extensions were being proposed. Alternatives were analyzed and recommended routes were evaluated based on cost-effectiveness, constructability, and best design practices Jim Ferguson, PE 786-552-8108 300 Engineering Group, P.A. Coral Gables, FL Engineer of Record CATEGORY D Key scope elements for this project • Replacement and relocation of PS-0062 • Increased sanitary sewer service capacity • Installation of new 30-inch sanitary sewer gravity main • Installation of new 24-inch force main • Detail civil design for pipeline installation including MOT and pavement restoration Key scope elements for this project include: • Addressing comprehensive planning objectives for the sewer service extensions to commercial and industrial areas • Close coordination with municipality, utilities and regulatory agencies • Sea level rise projections through the planning tools developed by the SE Florida Climate Change Compact • Over 32,000 LF of gravity sewer extension

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652STANDARD FORM 330 - F: PROJECTSETRENCHLESS TECHNOLOGIESb. POINT OF CONTACT NAME F. EXAMPLE PROJECTS WHICH BEST ILLUSTRATE PROPOSED TEAM'S QUALIFICATIONS FOR THIS CONTRACT (Present as many projects as requested by the agency, or 10 projects, if not specified. Complete one Section F for each project.) 20. EXAMPLE PROJECT KEY NUMBER 21. TITLE AND LOCATION (City and State) 22. YEAR COMPLETED PROFESSIONAL SERVICES CONSTRUCTION (If applicable) 23. PROJECT OWNER'S INFORMATION a. PROJECT OWNER c. POINT OF CONTACT TELEPHONE NUMBER 24. BRIEF DESCRIPTION OF PROJECT AND RELEVANCE TO THIS CONTRACT (Include scope, size, and cost) 25. FIRMS FROM SECTION C INVOLVED WITH THIS PROJECT a. (1) FIRM NAME (2) FIRM LOCATION (City and State) (3) ROLE b. (1) FIRM NAME (2) FIRM LOCATION (City and State) (3) ROLE c. (1) FIRM NAME (2) FIRM LOCATION (City and State) (3) ROLE d. (1) FIRM NAME (2) FIRM LOCATION (City and State) (3) ROLE e. (1) FIRM NAME (2) FIRM LOCATION (City and State) (3) ROLE f. (1) FIRM NAME (2) FIRM LOCATION (City and State) (3) ROLE STANDARD FORM 330 (REV. 7/2021) PAGE 3 Pipeline Subaqueous Canal Crossing Replacement along Flamingo Waterway / City of Miami Beach, FL 18 On-going City of Miami Beach Public Works Dept 300 Engineering is working with the City of Miami Beach in the replacement of two 30-inch force mains along the Flamingo Waterway. Both pipes have reached the end of their useful life and need to be replaced to minimize failure risks. The Flamingo Waterway is considered a protected land per the Army Corps of Engineers (USACE). One of the existing pipes was installed in 1937 and consists of an aerial 24-inch CI force main that exhibits excessive corrosion. The second force main consists of a 30-inch CI pipe that was installed in 1975 by a subaqueous crossing on the west side of the existing bridge. These two force mains are part of the booster pump station system PS-28 system which is located at the intersection of Pine Tree Drive and 28th Street. The project is located along Pine Tree Drive, between West 51st Street and West 47th Street, crossing the Flamingo Waterway. Pine Tree Drive is owned by Miami-Dade County. 300 Engineering performed an engineering assessment to determine the best replacement method and the alignment of the proposed pipes. It was determined that a Horizontal Directional Drill (HDD) was the most adequate solution, the pipes will be installed centered along the bridge alignment, at least 12-feet below the piers. In addition, system reliability has been increased by the installation of a new pipe interconnection that allows switching flows from one force main to the other, without the need of service interruptions in case of pipe failure. In addition, the discharge force main of PS-15 is to be relocated to the north end of the interconnection to ensure adequate sewer service in the case of pipeline failure. Approximately, 1,300 LF of pipeline will be replaced by HDD. At the request of the City, 300 Engineering also included the design of a 16-inch new water main corridor for future improvements. The construction cost of the project has been estimated at $3.0 MM Mariana Evora, PE 305-240-9932 300 Engineering Group, P.A. Coral Gables, FL Prime Consultant Bello & Bello Miami, FL Subconsultant – Survey Services Universal Engineering Miami, FL Subconsultant – Geotechnical Investigation CATEGORY E Key scope elements for this project include: • Replacement of over 1,300 LF of 30-inch force main via HDD for crossing a Florida waterway • Replacement of deteriorated pipelines that have reached the end of their useful life • Increased system reliability with new pipeline interconnection • Detailed engineering assessment to evaluate best replacement alternative, as well as pipeline alignment • Installation of corrosion resistant materials with the use of HDPE pipe

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2ETRENCHLESS TECHNOLOGIESSTANDARD FORM 330 - F: PROJECTSb. POINT OF CONTACT NAME F. EXAMPLE PROJECTS WHICH BEST ILLUSTRATE PROPOSED TEAM'S QUALIFICATIONS FOR THIS CONTRACT (Present as many projects as requested by the agency, or 10 projects, if not specified. Complete one Section F for each project.) 20. EXAMPLE PROJECT KEY NUMBER 21. TITLE AND LOCATION (City and State) 22. YEAR COMPLETED PROFESSIONAL SERVICES CONSTRUCTION (If applicable) 23. PROJECT OWNER'S INFORMATION a. PROJECT OWNER c. POINT OF CONTACT TELEPHONE NUMBER 24. BRIEF DESCRIPTION OF PROJECT AND RELEVANCE TO THIS CONTRACT (Include scope, size, and cost) 25. FIRMS FROM SECTION C INVOLVED WITH THIS PROJECT a. (1) FIRM NAME (2) FIRM LOCATION (City and State) (3) ROLE b. (1) FIRM NAME (2) FIRM LOCATION (City and State) (3) ROLE c. (1) FIRM NAME (2) FIRM LOCATION (City and State) (3) ROLE d. (1) FIRM NAME (2) FIRM LOCATION (City and State) (3) ROLE e. (1) FIRM NAME (2) FIRM LOCATION (City and State) (3) ROLE f. (1) FIRM NAME (2) FIRM LOCATION (City and State) (3) ROLE STANDARD FORM 330 (REV. 7/2021) PAGE 3 Water Main and Force Main Replacement on Sunset Islands / City of Miami Beach, FL 19 On-going City of Miami Beach Public Works Dept The City provides water and sewer to the Sunset Inland service area through a network of water mains, sewer mains, sanitary sewer pump stations and force mains. An 8-inch water main and an 8-inch force main (discharge side of PS-13) cross the Sunset Lake through an existing utility easement located between W 24th Street and W 25th Street. The force main crossing has experienced several failures in the recent past and is in need of replacement. In addition, the City has indicated the need to replace the old water main crossing as well. Due to alignment requirements for the pipeline replacement using trenchless technology (Horizontal Directional Drilling), the pipeline crossings will be replaced using a different 10-feet easement, located to the east of the existing crossing, this will require an extension of the existing force main. The force main replacement along W 23rd Street, W 27th Street and Sunset Drive will be designed for open trench installation. This portion of force main will be designed using C-900 PVC pipe. The HDD installation will be designed using HDPE pipeline. As part of this project, 300 Engineering is conducting an engineering assessment to optimize the length of pipe that can be installed using the HDD trenchless method in order to minimize disruptions to the project area caused by open trench construction. In addition, the project will include pavement restoration of the entire right of way (ROW) affected by the pipeline installation. 300 Engineering, and its team of subconsultants, is providing full engineering services required for the adequate design of a subaqueous crossing, these include: detailed topographic survey and easement investigation, geotechnical services including rock coring and soil testing, bathymetric survey and benthic survey of Sunset Lake. The construction cost of this project has been estimated at approximately $3MM. Mariana Evora, PE 305-240-9932 300 Engineering Group, P.A. Coral Gables, FL Prime Consultant Bello & Bello Miami, FL Subconsultant – Survey Services Universal Engineering Miami, FL Subconsultant – Geotechnical Investigation CATEGORY E Key scope elements for this project include: • Subaqueous installation of approximately 1,200 LF of 10-inch force main under Sunset Lake, between W 27th Street and W 23rd Street • Subaqueous installation of approximately 650 LF of 8-inch water main under Sunset Lake, between W 24th Street and W 25th Street • Force main extension along W 23rd Street and Sunset Drive, approximately 950 LF of 10-inch of force main • Force main extension along W 27th Street and Sunset Drive, approximately 1,200 LF of 10-inch of force main • Increased system resiliency with new pipeline sections built in corrosion resistant materials to withstand coastal environments

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672ETRENCHLESS TECHNOLOGIESSTANDARD FORM 330 - F: PROJECTSb. POINT OF CONTACT NAME F. EXAMPLE PROJECTS WHICH BEST ILLUSTRATE PROPOSED TEAM'S QUALIFICATIONS FOR THIS CONTRACT (Present as many projects as requested by the agency, or 10 projects, if not specified. Complete one Section F for each project.) 20. EXAMPLE PROJECT KEY NUMBER 21. TITLE AND LOCATION (City and State) 22. YEAR COMPLETED PROFESSIONAL SERVICES CONSTRUCTION (If applicable) 23. PROJECT OWNER'S INFORMATION a. PROJECT OWNER c. POINT OF CONTACT TELEPHONE NUMBER 24. BRIEF DESCRIPTION OF PROJECT AND RELEVANCE TO THIS CONTRACT (Include scope, size, and cost) 25. FIRMS FROM SECTION C INVOLVED WITH THIS PROJECT a. (1) FIRM NAME (2) FIRM LOCATION (City and State) (3) ROLE b. (1) FIRM NAME (2) FIRM LOCATION (City and State) (3) ROLE c. (1) FIRM NAME (2) FIRM LOCATION (City and State) (3) ROLE d. (1) FIRM NAME (2) FIRM LOCATION (City and State) (3) ROLE e. (1) FIRM NAME (2) FIRM LOCATION (City and State) (3) ROLE f. (1) FIRM NAME (2) FIRM LOCATION (City and State) (3) ROLE STANDARD FORM 330 (REV. 7/2021) PAGE 3 Government Cut Tunnel Design-Build Criteria Package* / City of Miami, FL 20 2013 Miami-Dade Water & Sewer Dept. (WASD) The project involves the development of the design criteria package for the subaqueous replacement and upsizing of the 54-inch sanitary sewage force main from Miami Beach to Virginia Key and replacement and upsizing of a 20-inch water main between Port Island and Fisher Island, installed via Micro-tunnelling and Horizontal Directional Drilling (HDD), respectively. This project was required not only to replace a deteriorated 54-inch PCCP force main but also to increase the force main depth prior the U.S Army Corp of Engineers (USACE) commenced the dredging of Government Cut to a depth of 50 feet, as part of the Port’s Deep Dredge and Expansion Project. The construction cost of the project was estimated at $55MM. The Engineering Scope of Services for the force main Micro-Tunnel crossing of Government Cut option encompasses a replacement of a 54-inch Force Main placed inside of a steel casing of minimum diameter of 72-inch under the Government Cut Victor Fernandez Cuervo, PE 305-989-9352 300 Engineering Group, P.A. Coral Gables, FL *Project Manager – Professional Experience of Franklin A Torrealba, PE CATEGORY E Key scope elements for this project include: • Replacement of a 54-inch force main with a 60-inch force main and 20-inch water main with a 24-inch water main • Increased water and sewer capacity to the City of Miami Beach and other neighboring communities • Subaqueous installation of pipelines using trenchless technologies (micro-tunneling and HDD) under Florida waters • Extensive coordination with project stakeholders • Permitting, and public involvement programs associated with over 8,000 linear feet of subaqueous crossings, with five shaft locations impacting four islands

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2ETRENCHLESS TECHNOLOGIESSTANDARD FORM 330 - F: PROJECTSb. POINT OF CONTACT NAME F. EXAMPLE PROJECTS WHICH BEST ILLUSTRATE PROPOSED TEAM'S QUALIFICATIONS FOR THIS CONTRACT (Present as many projects as requested by the agency, or 10 projects, if not specified. Complete one Section F for each project.) 20. EXAMPLE PROJECT KEY NUMBER 21. TITLE AND LOCATION (City and State) 22. YEAR COMPLETED PROFESSIONAL SERVICES CONSTRUCTION (If applicable) 23. PROJECT OWNER'S INFORMATION a. PROJECT OWNER c. POINT OF CONTACT TELEPHONE NUMBER 24. BRIEF DESCRIPTION OF PROJECT AND RELEVANCE TO THIS CONTRACT (Include scope, size, and cost) 25. FIRMS FROM SECTION C INVOLVED WITH THIS PROJECT a. (1) FIRM NAME (2) FIRM LOCATION (City and State) (3) ROLE b. (1) FIRM NAME (2) FIRM LOCATION (City and State) (3) ROLE c. (1) FIRM NAME (2) FIRM LOCATION (City and State) (3) ROLE d. (1) FIRM NAME (2) FIRM LOCATION (City and State) (3) ROLE e. (1) FIRM NAME (2) FIRM LOCATION (City and State) (3) ROLE f. (1) FIRM NAME (2) FIRM LOCATION (City and State) (3) ROLE STANDARD FORM 330 (REV. 7/2021) PAGE 3 24-inch Ductile Iron (DI) Force Main in the City of Miami Lakes – Engineer of Record Services / City of Miami Lakes, FL 21 2022 Miami-Dade Water & Sewer Dept (WASD) 300 Engineering was selected to provide Professional Engineering Services for the design and permitting of a 24-inch Ductile Iron (DI) Force Main in the City of Miami Lakes within Miami-Dade County. WASD is required to upgrade the force main system to increase capacity for the future development of the American Dream Mall. 300 Engineering’s scope involves approximately 3,000 LF of force main along NW 170 St from SW 82 Ave to NW 78 Pl, as well as the crossing of FDOT I-75 via micro-tunneling and the aerial crossing of Peter Pike’s Canal. The construction cost of the project has been estimated at $6.5MM. The crossing of I-75 was constructed using micro-tunneling methodology, which had the launching and receiving shafts located on the west and east sides of the interstate highway I-75. These shafts were designed to a depth of approximately 40 feet below grade to cross this high-traffic interstate highway and meet the requirements of all regulatory agencies, primarily FDOT, properly and safely. Construction limitations of drive distance for micro-tunneling limited the separation of these shafts to appx. 500-ft, nearly the distance across I-75. Particular attention was dedicated to the location of these shafts to allow for proper design within the project’s construction limitations. In addition, this 24-inch force main crossed an 80-foot-wide canal (Peter Pike’s Canal) to reach the point of connection of the project on NW 78 PL. Close coordination with the Miami-Dade County Regulatory and Economic Resources Department (RER) was conducted to assess all allowable possibilities of crossing this canal. Real time data from the surveyors and available plat information were used to design the crossing. The preferred design was decided to be aerial to facilitate the connection to the existing force main. In addition, the project also needed to consider proposed developments in the area, which are altering the existing dedicated right-of-way limits for abutting properties, impact to nearby roadways, and RER owned canals. Close coordination with the proposed development stakeholders, RER, and WASD was required to accurately assess the limits of these ROW lines, and limits of the dedicated easements. Key scope elements for this project include: Enrique Febles 786-268-5310 300 Engineering Group, P.A. Coral Gables, FL Engineer of Record CATEGORY E • 3,000 LF of 24-inch force main design and upgrades to sanitary sewer service • Trenchless technology design for pipeline installation via micro-tunneling • Aerial crossing of an 800 LF wide waterway • Close coordination with multiple permitting agencies and project stakeholders 2022

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692STANDARD FORM 330 - F: PROJECTSFGHYDRAULIC MODELINGb. POINT OF CONTACT NAME F. EXAMPLE PROJECTS WHICH BEST ILLUSTRATE PROPOSED TEAM'S QUALIFICATIONS FOR THIS CONTRACT (Present as many projects as requested by the agency, or 10 projects, if not specified. Complete one Section F for each project.) 20. EXAMPLE PROJECT KEY NUMBER 21. TITLE AND LOCATION (City and State) 22. YEAR COMPLETED PROFESSIONAL SERVICES CONSTRUCTION (If applicable) 23. PROJECT OWNER'S INFORMATION a. PROJECT OWNER c. POINT OF CONTACT TELEPHONE NUMBER 24. BRIEF DESCRIPTION OF PROJECT AND RELEVANCE TO THIS CONTRACT (Include scope, size, and cost) 25. FIRMS FROM SECTION C INVOLVED WITH THIS PROJECT a. (1) FIRM NAME (2) FIRM LOCATION (City and State) (3) ROLE b. (1) FIRM NAME (3) ROLE c. (1) FIRM NAME (2) FIRM LOCATION (City and State) (3) ROLE d. (1) FIRM NAME (2) FIRM LOCATION (City and State) (3) ROLE e. (1) FIRM NAME (2) FIRM LOCATION (City and State) (3) ROLE f. (1) FIRM NAME (2) FIRM LOCATION (City and State) (3) ROLE STANDARD FORM 330 (REV. 7/2021) PAGE 3 Bonaventure Fire Flow Modeling Study / City of Sunrise, FL 22 2020 City of Sunrise Utility Dept BCC is providing professional services related to the City of Sunrise under a continuing contract for civil engineering services including schematic design, design development, and construction administration. Under this contract, BCC has been tasked to provide hydraulic modeling for water services improvements in the Bonaventure Community. The project consisted of the fire flow water modeling analysis of the Bonaventure Community. The Project is located in the City of Weston, Broward County and bounded by N. University Drive (State Road), to the west by N Pine Island Road (County Road), to the south by SW 20th CT and to the north by NW 29th Street. The water distribution system is to be analyzed utilizing the Water GEMS model software and run under two alternatives. The first alternative will include fire hydrants at the end of the cul-de-sac and the second alternative will include blow-off valves at the end of the cul-de-sac. Luisa Fernanda Arbeláez, PE, PMP (954) 888-6009 BCC Engineering, LLC Miami, FL Prime Consultant Key project scope elements: • Water system hydraulic modeling for fire flow improvements • GIS based system modeling • Alternatives evaluation for best system performance CATEGORY F,G

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2FGHYDRAULIC MODELINGSTANDARD FORM 330 - F: PROJECTSb. POINT OF CONTACT NAME F. EXAMPLE PROJECTS WHICH BEST ILLUSTRATE PROPOSED TEAM'S QUALIFICATIONS FOR THIS CONTRACT (Present as many projects as requested by the agency, or 10 projects, if not specified. Complete one Section F for each project.) 20. EXAMPLE PROJECT KEY NUMBER 21. TITLE AND LOCATION (City and State) 22. YEAR COMPLETED PROFESSIONAL SERVICES CONSTRUCTION (If applicable) 23. PROJECT OWNER'S INFORMATION a. PROJECT OWNER c. POINT OF CONTACT TELEPHONE NUMBER 24. BRIEF DESCRIPTION OF PROJECT AND RELEVANCE TO THIS CONTRACT (Include scope, size, and cost) 25. FIRMS FROM SECTION C INVOLVED WITH THIS PROJECT a. (1) FIRM NAME (2) FIRM LOCATION (City and State) (3) ROLE b. (1) FIRM NAME (3) ROLE c. (1) FIRM NAME (2) FIRM LOCATION (City and State) (3) ROLE d. (1) FIRM NAME (2) FIRM LOCATION (City and State) (3) ROLE e. (1) FIRM NAME (2) FIRM LOCATION (City and State) (3) ROLE f. (1) FIRM NAME (2) FIRM LOCATION (City and State) (3) ROLE STANDARD FORM 330 (REV. 7/2021) PAGE 3 Golf Village Infrastructure Improvements / City of Sunrise, FL 23 On-going City of Sunrise Utility Dept BCC is providing professional services related to the City of Sunrise under a continuing contract for civil engineering services including schematic design, design development, and construction administration. Under this contract, BCC has been tasked to provide water modeling and engineering analysis for the installation of water mains, force mains and stormwater infrastructure. This project is located in approximately 303 acres in the City of Sunrise, Broward County, Florida, and is bounded by State Rd North University Drive to the west, County Road North Pine Island Road to the south, SW 20th Court to the east, and NW 29th Street to the north. Utilities infrastructure improvements include replacing aging 6” to 12” Polyvinyl Chloride (PVC) and asbestos water mains, upsizing existing 2” to 4” water mains, replacing 6” to 10” asbestos force mains, and designing exfiltration trenches to address localized flooding areas. Professional engineering services include preparing a Basis of Design Report to present the decision, assumption, and design parameters to develop 100% construction documents for the project; reviewing existing Geographic Information System (GIS) files, as-builts, topographic survey and geotechnical reports; providing utility coordination; evaluating existing conditions utilizing the Water GEMS Model; preparing permit application package for jurisdictional agencies; performing water modeling engineering analysis; and, providing design, permitting, and bidding assistance for the installation of water mains, force mains, and stormwater infrastructure. Luisa Fernanda Arbeláez, PE, PMP (954) 888-6009 BCC Engineering, LLC Miami, FL Prime Consultant Key scope elements of this project: • Hydraulic modeling of water and wastewater infrastructure • Engineering analysis for the upsizing of water main and force main • GIS based system analysis and modeling • Design of complimentary systems - Stormwater CATEGORY F,G

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712FGHYDRAULIC MODELINGSTANDARD FORM 330 - F: PROJECTSb. POINT OF CONTACT NAME F. EXAMPLE PROJECTS WHICH BEST ILLUSTRATE PROPOSED TEAM'S QUALIFICATIONS FOR THIS CONTRACT (Present as many projects as requested by the agency, or 10 projects, if not specified. Complete one Section F for each project.) 20. EXAMPLE PROJECT KEY NUMBER 21. TITLE AND LOCATION (City and State) 22. YEAR COMPLETED PROFESSIONAL SERVICES CONSTRUCTION (If applicable) 23. PROJECT OWNER'S INFORMATION a. PROJECT OWNER c. POINT OF CONTACT TELEPHONE NUMBER 24. BRIEF DESCRIPTION OF PROJECT AND RELEVANCE TO THIS CONTRACT (Include scope, size, and cost) 25. FIRMS FROM SECTION C INVOLVED WITH THIS PROJECT a. (1) FIRM NAME (2) FIRM LOCATION (City and State) (3) ROLE b. (1) FIRM NAME (2) FIRM LOCATION (City and State) (3) ROLE c. (1) FIRM NAME (2) FIRM LOCATION (City and State) (3) ROLE d. (1) FIRM NAME (2) FIRM LOCATION (City and State) (3) ROLE e. (1) FIRM NAME (2) FIRM LOCATION (City and State) (3) ROLE f. (1) FIRM NAME (2) FIRM LOCATION (City and State) (3) ROLE STANDARD FORM 330 (REV. 7/2021) PAGE 3 Hydraulic Modeling Management for the $215M Pump Station Improvement Program (PSIP) / Miami-Dade County, FL 24 2021 Miami-Dade Water & Sewer Dept (WASD) 300 Engineering, as part of the Program Management team, assisted WASD in providing a comprehensive analysis of sewer system flows and capacity to support the PSIP efforts to upgrade WASD’s sewer infrastructure, minimize the risk of sanitary sewer overflows, and reduce infiltration/inflow (I/). The capacity analysis for each PSIP project was based on a detailed study methodology encompassing use of WASD SCADA data, water use and land use planning data, coupled with InfoWater hydraulic modeling to quantify flows in the system and identify existing and future capacity requirements for the 153 PSIP Pump Station basins. 300 Engineering’s approach helped inform WASD’s decisions on providing additional hydraulic capacity where needed and/or targeting sewer system rehabilitation to reduce I/I and supporting WASD’s compliance with the USEPA mandated Consent Decree, as well as other regulatory requirements. The project team used a systematic process that incorporated land use planning information, water use and flow monitoring data, and design criteria for estimating wastewater flows in the hydraulic model for WASD’s wastewater collection and transmission system. A dynamic hydraulic model of the sewer system was utilized which is based on data in WASD’s Geographic Information System (GIS) and then calibrated to ensure that it accurately depicted system performance during peak rain and dry season conditions. The model was used to assess each pump station project efficiently by running scenarios to include the most cost-effective pump station upgrade option. 300 Engineering worked hand in hand to run the hydraulic model while emphasizing a reduction in system pressures and minimizing the impact of pump station upgrades to downstream pump stations. Through a thorough system knowledge of WASD’s sewer system and hydraulic model, the project team was able to reduce capital costs and operating costs while maximizing system efficiency. Rolando Roque, PE 786-552-8129 300 Engineering Group, PA Coral Gables, FL Program Manager Bermello Ajamil Miami, FL Subconsultant – Public Outreach CATEGORY F,G 2021 The project Team placed a heavy emphasis on their involvement in the entire pump station life cycle, from data collection and planning, through hydraulic modeling coordination, design, construction, and post-construction monitoring. By taking on this role throughout the project lifecycle, the project Team was able to become extensively familiar with projects, easily identifying any issues and ensuring that all completed projects meet the objectives and needs of the stakeholders. Key scope elements of this project include: • Extensive analysis of hydraulic data to accurately depict system performance during peak rain and dry season • Hydraulic model runs to define most cost-effective pump station upgrade option • Identification of existing and future capacity requirements

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2FGHYDRAULIC MODELINGSTANDARD FORM 330 - F: PROJECTSb. POINT OF CONTACT NAME F. EXAMPLE PROJECTS WHICH BEST ILLUSTRATE PROPOSED TEAM'S QUALIFICATIONS FOR THIS CONTRACT (Present as many projects as requested by the agency, or 10 projects, if not specified. Complete one Section F for each project.) 20. EXAMPLE PROJECT KEY NUMBER 21. TITLE AND LOCATION (City and State) 22. YEAR COMPLETED PROFESSIONAL SERVICES CONSTRUCTION (If applicable) 23. PROJECT OWNER'S INFORMATION a. PROJECT OWNER c. POINT OF CONTACT TELEPHONE NUMBER 24. BRIEF DESCRIPTION OF PROJECT AND RELEVANCE TO THIS CONTRACT (Include scope, size, and cost) 25. FIRMS FROM SECTION C INVOLVED WITH THIS PROJECT a. (1) FIRM NAME (2) FIRM LOCATION (City and State) (3) ROLE b. (1) FIRM NAME (2) FIRM LOCATION (City and State) (3) ROLE c. (1) FIRM NAME (2) FIRM LOCATION (City and State) (3) ROLE d. (1) FIRM NAME (2) FIRM LOCATION (City and State) (3) ROLE e. (1) FIRM NAME (2) FIRM LOCATION (City and State) (3) ROLE f. (1) FIRM NAME (2) FIRM LOCATION (City and State) (3) ROLE STANDARD FORM 330 (REV. 7/2021) PAGE 3 Wastewater Transmission System Hydraulic Computer Model - Wastewater Gravity Sewer Modeling* / Miami-Dade County, FL 25 2013 Miami-Dade Water & Sewer Dept (WASD) WASD has a gravity sewer model which includes 1018 basins. The gravity sewer collection system (pipes only) was developed using interpolated invert elevations. While the gravity pipe network was incorporated into the overall countywide wastewater model, it was not properly operational at the moment. The computerized model, developed in Infoworks, was focused on the pressured system of pipes and pumps which was developed and calibrated using SCADA data and real-time pump on/off set points. As part of the continued development of the wastewater model in InfoWater, WASD wished to incorporate the gravity system into the model. However, WASD wanted to use a simplified but accurate methodology to expedite model development, reduce model run times, and minimize the associated level of effort. The proposed methodology incorporates two simplifying assumptions: • Use extrapolated invert elevations for the gravity sewer system pipes. The extrapolation methodology starts with the known pipe invert elevation at the wet well and extrapolates inverts upstream as a function of pipe length and diameter. Alternatively, inverts can be extracted from as-built information which is a time-consuming effort that will still result in some information gaps • Use the gravity system stage-storage curve to route gravity basin inflows (design hydrographs) into the pump station wet well. The alternative is to simulate the gravity system in detail which requires an extensive effort to develop the system and will substantially increase model run times James Ferguson, PE 786-552-8108 300 Engineering Group, P.A. Coral Gables, FL *Project Manager – Professional Experience of Franklin A. Torrealba, PE, ENV SP CATEGORY F,G Key scope elements for this project include: • Developed the detailed gravity model with as-built invert and rim elevations for Basins 183 and 237 • Updates to the unit hydrograph based on the Dry Weather Flow hydrograph provided by WASD for the two basins • Obtained and confirmed pump curves, wet well inverts, pump on and off levels, pressure curves, and SCADA data for PS 183 and 237 • Stage storage curves for the interpolated and as-built model were compared for both basins in order to highlight major differences in data accuracy • Stage storage models for Basins 183 and 237 were created using both the interpolated model and the as-built model storage curves • Diurnal pressure patterns for both basins were obtained from WASD, applied to the interpolated model run, and increased until an overflow (or near overflow) condition was observed. This increased pressure pattern was used as a basis for all other model runs. •

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732STANDARD FORM 330 - F: PROJECTSHPUBLIC OUTREACHb. POINT OF CONTACT NAME F. EXAMPLE PROJECTS WHICH BEST ILLUSTRATE PROPOSED TEAM'S QUALIFICATIONS FOR THIS CONTRACT (Present as many projects as requested by the agency, or 10 projects, if not specified. Complete one Section F for each project.) 20. EXAMPLE PROJECT KEY NUMBER 21. TITLE AND LOCATION (City and State) 22. YEAR COMPLETED PROFESSIONAL SERVICES CONSTRUCTION (If applicable) 23. PROJECT OWNER'S INFORMATION a. PROJECT OWNER c. POINT OF CONTACT TELEPHONE NUMBER 24. BRIEF DESCRIPTION OF PROJECT AND RELEVANCE TO THIS CONTRACT (Include scope, size, and cost) 25. FIRMS FROM SECTION C INVOLVED WITH THIS PROJECT a. (1) FIRM NAME (2) FIRM LOCATION (City and State) (3) ROLE b. (1) FIRM NAME (3) ROLE c. (1) FIRM NAME (2) FIRM LOCATION (City and State) (3) ROLE d. (1) FIRM NAME (2) FIRM LOCATION (City and State) (3) ROLE e. (1) FIRM NAME (2) FIRM LOCATION (City and State) (3) ROLE f. (1) FIRM NAME (2) FIRM LOCATION (City and State) (3) ROLE STANDARD FORM 330 (REV. 7/2021) PAGE 3 Arch Creek Drainage Basin Public Outreach Methodology / Miami-Dade County, FL 26 2018 Miami-Dade Dept. of Regulatory & Economic Resources BA was contracted by the Miami-Dade Department of Regulatory and Economic Resources (RER) Office of Resilience to pilot an outreach methodology for potential use in future Adaptation Action Areas and to provide technical and outreach services to get input from local residents on proposed flood resilient solutions for the Arch Creek Drainage Basin in Miami-Dade. Under this contract, BA prepared a brief educational presentation for use in the public meeting and collaborated on images that represent five different flood resiliency/adaptation solutions for the Arch Creek Drainage Basin area, including green infrastructure, living shorelines, sea walls/berms, flood pumps, and raised streets/ buildings. BA staff also prepared promotional flyers in English, Spanish and Creole, a meeting agenda, PowerPoint presentation, proposed flood resiliency/adaptation alternatives, and polling survey using pairwise comparison. Jim Murley, Chief Resilience Officer (305) 375-4811 Bermello Ajamil & Partners Miami, FL Public Outreach CATEGORY H

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2HPUBLIC OUTREACHSTANDARD FORM 330 - F: PROJECTSb. POINT OF CONTACT NAME F. EXAMPLE PROJECTS WHICH BEST ILLUSTRATE PROPOSED TEAM'S QUALIFICATIONS FOR THIS CONTRACT (Present as many projects as requested by the agency, or 10 projects, if not specified. Complete one Section F for each project.) 20. EXAMPLE PROJECT KEY NUMBER 21. TITLE AND LOCATION (City and State) 22. YEAR COMPLETED PROFESSIONAL SERVICES CONSTRUCTION (If applicable) 23. PROJECT OWNER'S INFORMATION a. PROJECT OWNER c. POINT OF CONTACT TELEPHONE NUMBER 24. BRIEF DESCRIPTION OF PROJECT AND RELEVANCE TO THIS CONTRACT (Include scope, size, and cost) 25. FIRMS FROM SECTION C INVOLVED WITH THIS PROJECT a. (1) FIRM NAME (2) FIRM LOCATION (City and State) (3) ROLE b. (1) FIRM NAME (3) ROLE c. (1) FIRM NAME (2) FIRM LOCATION (City and State) (3) ROLE d. (1) FIRM NAME (2) FIRM LOCATION (City and State) (3) ROLE e. (1) FIRM NAME (2) FIRM LOCATION (City and State) (3) ROLE f. (1) FIRM NAME (2) FIRM LOCATION (City and State) (3) ROLE STANDARD FORM 330 (REV. 7/2021) PAGE 3 Miami-Dade Expressway Authority (MDX) SR 874 Ramp Connector to 128 St. / Miami-Dade County, FL 27 2021 HNTB/MDX General Engineering Consultant BA led the public involvement efforts for this Design/Build project through the faces of planning, design and construction. The corridor included residents and property owners on the segment of SR 874 approximately from SW 117 Avenue to SW 128 Street and all business located on SW 128 Street. Day to day coordination was necessary for the widening of SW 128 Street from 2 to 4 lanes, a mostly commercial and industrial corridor which includes warehouses and flex space. Weekly construction updates were prepared as well as Fact Sheets, and Traffic Advisories. Prior to the start of construction, the BA team worked in identifying encroachments on the public right away, working on advising owners of removal of these encroachments and obtained driveway license agreements from all property owners affected by the widening. Gil Portela (305) 551-8100 Bermello Ajamil & Partners Miami, FL Public Involvement CATEGORY H

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752STANDARD FORM 330 - G: KEY PERSONNELG. KEY PERSONNEL PARTICIPATION IN EXAMPLE PROJECTS STANDARD FORM 330 (REV. 7/2021) PAGE 4 26. NAMES OF KEY PERSONNEL (From Section E, Block 12) 27. ROLE IN THIS CONTRACT (From Section E, Block 13) 28. EXAMPLE PROJECTS LISTED IN SECTION F (Fill in "Example Projects Key" section below before completing table. Place "X" under project key number for participation in same or similar role.) 1 2 3 4 5 6 7 8 9 10 Franklin A. Torrealba, PE Project Director X X X X X X X X X X Fernando Miralles Wilhelm, PhD,PE, BCEE, DWRE, F.ASCE Technical Director and Water and Wastewater Hydraulic Modeling Team Lead X Ana C. Dvorak, ENV SP Project Manager X X X X Reinaldo Rivera-Reyes, PE Pump Stations Team Lead X X X X Chen Li, PE, LEED AP Pump Stations Team X X Paola Davalos, PE SSES & I/I Team Lead X X X X X Reinaldo Urquiola, CUC SSES & I/I Team Rafael J. Ballesteros, PE Water Main & Force Main Team Lead Dan T. Mathews, ENV SP Water Main & Force Main Team X X Nicholas J. Fernandez, PE Gravity Main Team Lead X Rodney Lovett Gravity Main Team X Gil Garcia,CGC, CCM, DBIA Trenchless Technology Team Lead Steve Caneen Trenchless Technology Team Tere Garcia Public Outreach X Victor Herrera, PE Water & Wastewater Hydraulic Modeling Team 29. EXAMPLE PROJECTS KEY NUMBER TITLE OF EXAMPLE PROJECT (From Section F) NUMBER TITLE OF EXAMPLE PROJECT (From Section F) 1 Water Booster Pump Station W-2 Rehabilitation and Hardening 6 Sanitary Sewer Evaluation Survey (SSES) and Infiltration & Inflow (I/I) Repair Inspection Services for the PSIP 2 Pump Station 1 Rehabilitation and Hardening 7 Sanitary Sewer Evaluation Survey (SSES) Sanitary Sewer Evaluation Survey (SSES) – Night Flow Study and Basin Prioritization 3 $215M Pump Station Improvement Program (PSIP) – Program, Design & Construction Management and Support Services 8 Sanitary Sewer Evaluation System Survey 3rd Cycle Report (SSES) & Smoke Testing of Sanitary Sewer System 4 $1.9B USEPA Consent Decree Miami-Dade County - Program, Design & Construction Management and Support Services 9 Sanitary Sewer Evaluation Survey (SSES) – I/I Plan of Compliance 5 Westwood Lakes Facility, PS 536 and PS 1310 Hardening 10 Bayshore Park Water Main and Force Main Replacement

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G. KEY PERSONNEL PARTICIPATION IN EXAMPLE PROJECTS STANDARD FORM 330 (REV. 7/2021) PAGE 4 26. NAMES OF KEY PERSONNEL (From Section E, Block 12) 27. ROLE IN THIS CONTRACT (From Section E, Block 13) 28. EXAMPLE PROJECTS LISTED IN SECTION F (Fill in "Example Projects Key" section below before completing table. Place "X" under project key number for participation in same or similar role.) 11 12 13 14 15 16 17 18 19 20 Franklin A. Torrealba, PE Project Director X X X X X X X X X X Fernando Miralles Wilhelm, PhD,PE, BCEE, DWRE, F.ASCE Technical Director and Water and Wastewater Hydraulic Modeling Team Lead Ana C. Dvorak, ENV SP Project Manager X X X X Reinaldo Rivera-Reyes, PE Pump Stations Team Lead X X X Chen Li, PE, LEED AP Pump Stations Team Paola Davalos, PE SSES & I/I Team Lead Reinaldo Urquiola, CUC SSES & I/I Team Rafael J. Ballesteros, PE Water Main & Force Main Team Lead X X X X X X Dan T. Mathews, ENV SP Water Main & Force Main Team X Nicholas J. Fernandez, PE Gravity Main Team Lead X X X X X Rodney Lovett Gravity Main Team Gil Garcia, CGC, CCM, DBIA Trenchless Technology Team Lead X Steve Caneen Trenchless Technology Team Tere Garcia Public Outreach Victor Herrera, PE Water & Wastewater Hydraulic Modeling Team 29. EXAMPLE PROJECTS KEY NUMBER TITLE OF EXAMPLE PROJECT (From Section F) NUMBER TITLE OF EXAMPLE PROJECT (From Section F) 11 Installation of a 36-inch Water Main along NW 106th St from NW 107th Ave to the intersection of NW 87th Ave & NW South River Dr. 16 PS 0062 Replacement, Gravity Main Extension and Force Main Installation 12 Design Build for the Installation of a 36-inch Force Main with 54- inch Micro tunnel along NW 107 Ave from 7th St to 25th St 17 Engineering and Geological Services for Water, Wastewater, and Reclaimed Water Planning 13 BODR for the Rehabilitation/ Replacement of 2.5 Miles of 48-inch PCCP FM along Biscayne Canal 18 Pipeline Subaqueous Canal Crossing Replacement across Flamingo Waterway 14 Water Main Replacements and Meter Conversions Design-Build Criteria Package 19 Water Main and Force Main Replacement on Sunset Islands 15 New Gravity system within Basin 1264 20 Government Cut Tunnel Design-Build Criteria Package 2STANDARD FORM 330 - G: KEY PERSONNEL

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772STANDARD FORM 330 - G: KEY PERSONNELG. KEY PERSONNEL PARTICIPATION IN EXAMPLE PROJECTS STANDARD FORM 330 (REV. 7/2021) PAGE 4 26. NAMES OF KEY PERSONNEL (From Section E, Block 12) 27. ROLE IN THIS CONTRACT (From Section E, Block 13) 28. EXAMPLE PROJECTS LISTED IN SECTION F (Fill in "Example Projects Key" section below before completing table. Place "X" under project key number for participation in same or similar role.) 21 22 23 24 25 26 27 Franklin A. Torrealba, PE Project Director X X X Fernando Miralles Wilhelm, PhD,PE, BCEE, DWRE, F.ASCE Technical Director and Water and Wastewater Hydraulic Modeling Team Lead X Ana C. Dvorak, ENV SP Project Manager Reinaldo Rivera-Reyes, PE Pump Stations Team Lead Chen Li, PE, LEED AP Pump Stations Team Paola Davalos, PE SSES & I/I Team Lead X Reinaldo Urquiola, CUC SSES & I/I Team Rafael J. Ballesteros, PE Water Main & Force Main Team Lead Dan T. Mathews, ENV SP Water Main & Force Main Team Nicholas J. Fernandez, PE Gravity Main Team Lead Rodney Lovett Gravity Main Team Gil Garcia, CGC, CCM, DBIA Trenchless Technology Team Lead Steve Caneen Trenchless Technology Team Tere Garcia Public Outreach X X Victor Herrera, PE Water & Wastewater Hydraulic Modeling Team X X 29. EXAMPLE PROJECTS KEY NUMBER TITLE OF EXAMPLE PROJECT (From Section F) NUMBER TITLE OF EXAMPLE PROJECT (From Section F) 21 24-inch Ductile Iron (DI) Force Main in the Town of Miami Lakes – Engineer of Record Services 26 Miami-Dade Expressway Authority (MDX) SR 874 Ramp Connector to 128 St. 22 Bonaventure Fire Flow Modeling Study 27 Arch Creek Drainage Basin Public Outreach Methodology 23 Golf Village Infrastructure Improvements 24 Hydraulic Modeling Management for the $215M Pump Station Improvement Program (PSIP) 25 Wastewater Transmission System Hydraulic Computer Model – Wastewater Gravity Sewer Modeling

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2STANDARD FORM 330 - G: KEY PERSONNELG. KEY PERSONNEL PARTICIPATION IN EXAMPLE PROJECTS STANDARD FORM 330 (REV. 7/2021) PAGE 4 26. NAMES OF KEY PERSONNEL (From Section E, Block 12) 27. ROLE IN THIS CONTRACT (From Section E, Block 13) 28. EXAMPLE PROJECTS LISTED IN SECTION F (Fill in "Example Projects Key" section below before completing table. Place "X" under project key number for participation in same or similar role.) 1 2 3 4 5 6 7 8 9 10 Jorge M Szauer, PE Storm Water Services Jasmine Perez, ENV SP GIS Arthur Tillberg Procurement Services Mario Vargas CEI Services Andres McEwen CEI Services Ramon Betancourt Project Controls Steven M Goldstein, PE, SECB, SI Structural Engineering Christian Aquino, PE Sea Walls Kirk Olney, RLA Landscape Design Services Saul Suarez, RA Architectural Design Services Francisco Alonso, PE Transportation & Traffic Services Estela G de Leon Aguilar, MS, PE Geotechnical & Environmental Engineering Alexander Ciasca, PE Water Tanks Rehabilitation Alex Delgado Benthic Survey Odalys C Bello Surveying & Mapping Services 29. EXAMPLE PROJECTS KEY NUMBER TITLE OF EXAMPLE PROJECT (From Section F) NUMBER TITLE OF EXAMPLE PROJECT (From Section F) 1 Water Booster Pump Station W-2 Rehabilitation and Hardening 6 Sanitary Sewer Evaluation Survey (SSES) and Infiltration & Inflow (I/I) Repair Inspection Services for the PSIP 2 Pump Station 1 Rehabilitation and Hardening 7 Sanitary Sewer Evaluation Survey (SSES) Sanitary Sewer Evaluation Survey (SSES) – Night Flow Study and Basin Prioritization 3 $215M Pump Station Improvement Program (PSIP) – Program, Design & Construction Management and Support Services 8 Sanitary Sewer Evaluation System Survey 3rd Cycle Report (SSES) & Smoke Testing of Sanitary Sewer System 4 $1.9B USEPA Consent Decree Miami-Dade County - Program, Design & Construction Management and Support Services 9 Sanitary Sewer Evaluation Survey (SSES) – I/I Plan of Compliance 5 Westwood Lakes Facility, PS 536 and PS 1310 Hardening 10 Bayshore Park Water Main and Force Main Replacement SUPPLEMENTAL SERVICES STAFF

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792SUPPLEMENTAL SERVICES STAFF STANDARD FORM 330 - G: KEY PERSONNELG. KEY PERSONNEL PARTICIPATION IN EXAMPLE PROJECTS STANDARD FORM 330 (REV. 7/2021) PAGE 4 26. NAMES OF KEY PERSONNEL (From Section E, Block 12) 27. ROLE IN THIS CONTRACT (From Section E, Block 13) 28. EXAMPLE PROJECTS LISTED IN SECTION F (Fill in "Example Projects Key" section below before completing table. Place "X" under project key number for participation in same or similar role.) 11 12 13 14 15 16 17 18 19 20 Jorge M Szauer, PE Storm Water Services Jasmine Perez, ENV SP GIS Arthur Tillberg Procurement Services Mario Vargas CEI Services Andres McEwen CEI Services Ramon Betancourt Project Controls Steven M Goldstein, PE, SECB, SI Structural Engineering Christian Aquino, PE Sea Walls Kirk Olney, RLA Landscape Design Services Saul Suarez, RA Architectural Design Services Francisco Alonso, PE Transportation & Traffic Services Estela G de Leon Aguilar, MS, PE Geotechnical & Environmental Engineering Alexander Ciasca, PE Water Tanks Rehabilitation Alex Delgado Benthic Survey Odalys C Bello Surveying & Mapping Services 29. EXAMPLE PROJECTS KEY NUMBER TITLE OF EXAMPLE PROJECT (From Section F) NUMBER TITLE OF EXAMPLE PROJECT (From Section F) 11 Installation of a 36-inch Water Main along NW 106th St from NW 107th Ave to the intersection of NW 87th Ave & NW South River Dr. 16 PS 0062 Replacement, Gravity Main Extension and Force Main Installation 12 Design Build for the Installation of a 36-inch Force Main with 54- inch Micro tunnel along NW 107 Ave from 7th St to 25th St 17 Engineering and Geological Services for Water, Wastewater, and Reclaimed Water Planning 13 BODR for the Rehabilitation/ Replacement of 2.5 Miles of 48-inch PCCP FM along Biscayne Canal 18 Pipeline Subaqueous Canal Crossing Replacement across Flamingo Waterway 14 Water Main Replacements and Meter Conversions Design-Build Criteria Package 19 Water Main and Force Main Replacement on Sunset Islands 15 New Gravity system within Basin 1264 20 Government Cut Tunnel Design-Build Criteria Package

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812STANDARD FORM 330 - H: ADDITIONAL INFORMATION31. SIGNATURE 32. DATE H. ADDITIONAL INFORMATION 30. PROVIDE ANY ADDITIONAL INFORMATION REQUESTED BY THE AGENCY. ATTACH ADDITIONAL SHEETS AS NEEDED. I. AUTHORIZED REPRESENTATIVE The foregoing is a statement of facts. 33. NAME AND TITLE STANDARD FORM 330 (REV. 7/2021) PAGE 5 300 Engineering is the City's Trusted Provider with Proven Results for water & wastewater infrastructure engineering services. Our track record of successful project delivery with the City, and many other local municipal agencies, demonstrates we are the best match for this pursuit. We bring value to the City in the following areas: • Shared vision of urban resilience for the City • Firsthand experience and understanding of the challenges faced by the City's water & wastewater infrastructure • In-depth knowledge of the City's water & wastewater infrastructure current conditions, shifting needs and operations • Proven hands-on leadership, recognized for building trusting and lasting relationship with their clients • A truly single -source solution of local resources and experts • Rapid responses to the City's requests • Development of cost-effective approaches to project execution • Flexibility to adapt to the project needs, as well as to schedule and budget requirements • Constant and effective coordination with project stakeholders, including permitting agencies and City's O&M Staff • Unwavering commitment to responsive and expedited project execution in every phase of the project • Proven approach for the incorporation of resilience, sustainability, and hardening components to our proposed engineering solutions • Implementation of the latest technologies to our engineering services • Unmatched expertise and knowledge of the planning, design, permitting, bidding and construction processes for water and wastewater projects in Southeast Florida We invite you review our expanded Project Descriptions and Key Staff Resumes in Appendices 4.1 and 4.3, to obtain more information on our qualifications, local experience and technical expertise for this pursuit. Franklin A Torrealba, PE, ENV SP/ Director 3/25/2022

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2STANDARD FORM 330 PART 2 - GENERAL QUALIFICATIONSa. SIGNATURE b. DATE 03/25/2022 ARCHITECT-ENGINEER QUALIFICATIONS 1. SOLICITATION NUMBER (If any) RFQ 2022-122-ND PART II - GENERAL QUALIFICATIONS (If a firm has branch offices, complete for each specific branch office seeking work.) 2a. FIRM (or Branch Office) NAME 300 Engineering Group, P.A. 3. YEAR ESTABLISHED 2006 4. UNIQUE ENTITY IDENTIFIER 56-2612529 2b. STREET 2222 Ponce de Leon Blvd 5. OWNERSHIP a. TYPE Corporation 2c. CITY Coral Gables 2d. STATE FL 2e. ZIP CODE 33134 b. SMALL BUSINESS STATUS SBE - Miami-Dade County 6a. POINT OF CONTACT NAME AND TITLE Franklin A Torrealba, PE, ENV SP | Director 7. NAME OF FIRM (If Block 2a is a Branch Office) 6b. TELEPHONE NUMBER 305-602-4602 6c. E-MAIL ADDRESS fatorrealba@300engineering.com 8a. FORMER FIRM NAME(S) (If any) 8b. YEAR ESTABLISHED 8c. UNIQUE ENTITY IDENTIFIER 9. EMPLOYEES BY DISCIPLINE 10. PROFILE OF FIRM'S EXPERIENCE AND ANNUAL AVERAGE REVENUE FOR LAST 5 YEARS a. Function Code b. Discipline c. Number of Employees a. Profile Code b. Experience c. Revenue Index Number (see below) (1) FIRM (2) BRANCH 02 Administrative 9 G04 GIS Services 3 06 Architect 2 S04 Sewage Collection, Treatment & D 5 08 CADD Technician 0 S13 Stormwater Handling Facilities 1 12 Civil Engineer 14 W02 Water Resources; Hydrology;Grou 2 15 Construction Inspector 6 W03 Water Supply; Treatment & Distrib 3 16 Construction Manager 9 18 Cost Engineer/Estimator 1 21 Electrical Engineer 1 23 Environmental Engineer 2 29 GIS Specialist 1 42 Mechanical Engineer 2 48 Project Manager 4 62 Water Resources Engineer 2 Other Employees Total 53 11. ANNUAL AVERAGE PROFESSIONAL SERVICES REVENUES OF FIRM FOR LAST 3 YEARS (Insert revenue index number shown at right) PROFESSIONAL SERVICES REVENUE INDEX NUMBER 1. Less than $100,000 6. $2 million to less than $5 million 2. $100,000 to less than $250,000 7. $5 million to less than $10 million 3. $250,000 to less than $500,000 8. $10 million to less than $25 million 4. $500,000 to less than $1 million 9. $25 million to less than $50 million 5. $1 million to less than $2 million 10. $50 million or greater a. Federal Work 1 b. Non-Federal Work 7 c. Total Work 7 12. AUTHORIZED REPRESENTATIVE The foregoing is a statement of facts. c. NAME AND TITLE Franklin A Torrealba, PE, ENV SP / Director – Principal STANDARD FORM 330 (REV. 8/2016) PAGE 6

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832LICENSES + CERTIFICATIONS - 300 ENGINEERING GROUP, P.A.Ron DeSantis, GovernorSTATE OF FLORIDABOARD OF PROFESSIONAL ENGINEERSTHE PROFESSIONAL ENGINEER HEREIN IS LICENSED UNDER THEPROVISIONS OF CHAPTER 471, FLORIDA STATUTESTORREALBA, FRANKLIN ANTONIODo not alter this document in any form.6700 SW 112 STREETLICENSE NUMBER: PE56385EXPIRATION DATE: FEBRUARY 28, 2023This is your license. It is unlawful for anyone other than the licensee to use this document.PINECREST FL 33156Always verify licenses online at MyFloridaLicense.comState of FloridaDepartment of StateI certify from the records of this office that 300 ENGINEERING GROUP, P.A.is a corporation organized under the laws of the State of Florida, filed onSeptember 18, 2006.The document number of this corporation is P06000119745.I further certify that said corporation has paid all fees due this office throughDecember 31, 2022, that its most recent annual report/uniform business reportwas filed on January 31, 2022, and that its status is active.I further certify that said corporation has not filed Articles of Dissolution.Given under my hand and theGreat Seal of the State of Floridaat Tallahassee, the Capital, thisthe Thirty-first day of January,2022Tracking Number: 1764923278CCTo authenticate this certificate,visit the following site,enter this number, and thenfollow the instructions displayed.https://services.sunbiz.org/Filings/CertificateOfStatus/CertificateAuthenticationLBTLocal Business Tax ReceiptMiami−Dade County, State of Florida−THIS IS NOT A BILL − DO NOT PAYBUSINESS NAME/LOCATIONRECEIPT NO.EXPIRESMust be displayed at place of businessPursuant to County CodePAYMENT RECEIVEDBY TAX COLLECTORChapter 8A − Art. 9 & 10OWNERSEC. TYPE OF BUSINESSFor more information, visit www.miamidade.gov/taxcollectorThe RECEIPT NO. above must be displayed on all commercial vehicles − Miami−Dade Code Sec 8a−276.This Local Business Tax Receipt only conrms payment of the Local Business Tax. The Receipt is not a license, permit, or a certication of the holder’s qualications, to do business. Holder must comply with any governmental or nongovernmental regulatory laws and requirements which apply to the business.INT-21-3748263Employee(s)7117450300 ENGINEERING GROUP PA2222 PONCE DE LEON BLVDSTE 300CORAL GABLES, FL 3313445.006559265212SEPTEMBER 30, 2022P.A./CORP/PARTNERSHIP/FIRMRENEWAL09/04/2021300 ENGINEERING GROUP PAC/O FRANKLIN TORREALBAmiamidade.govInternal Services DepartmentSmall Business Development111 NW 1 Street, 19th FloorMiami, Florida 33128T 305-375-3111F 305-375-3160June 23, 2021Franklin Torrealba 300 Engineering Group, P.A. 2222 Ponce de Leon Blvd Suite 300 Miami, FL 33134Approval Date: March 31, 2021 - Disadvantaged Business Enterprise (DBE) Anniversary Date: March 31, 2022 Dear Franklin Torrealba, Miami-Dade County Small Business Development (SBD), a division of the Internal Services Department (ISD), is pleased to notifyyou that your firm is certified under the Florida Unified Certification Program (UCP). Your firm meets the eligibility requirements forcertification as a Disadvantaged Business Enterprise (DBE) in accordance with 49 CFR Part 26.DBE certification is continuous with no expiration date; however, firms are required to attest that there are no changes via the NoChange Declaration form on or before the firm's anniversary date to remain certified. You will be notified of your annualresponsibilities in advance of the Anniversary Date listed above. You must submit the annual No Change Declaration form no laterthan the Anniversary Date to maintain your eligibility. Your firm will be listed in the UCP DBE Directory which can be accessedthrough the Florida Department of Transportation's website: http://www3b.dot.state.fl.us/EqualOpportunityOfficeBusinessDirectory/.DBE certification is NOT a guarantee of work, but it enables the firm to compete for and perform contract work on all USDOT FederalAid (FAA, FTA and FHWA) projects in Florida as a DBE contractor, sub-contractor, consultant, sub-consultant or material supplier.If at any time there is a material change in your firm, you must advise this office by sworn affidavit and supporting documentationwithin thirty (30) days. Changes include, but are not limited to ownership, officers, directors, management, key personnel, scope ofwork performed, daily operations, on-going business relationships with other firms, individuals or the physical location of your firm.After our review, you will receive instructions as to how you should proceed, if necessary. Failure to comply will result in action toremove your firm's DBE certification.It is strongly recommended that you register your firm as a vendor with Miami-Dade County. To register, you may visit:http://www.miamidade.gov/procurement/vendor-registration.asp. Thank you for your interest in doing business with Miami-DadeCounty. If you have any questions or concerns, you may contact our office at 305-375-3111 or sbdcert@miamidade.gov.Sincerely, Gary Hartfield Director of Small Business DevelopmentNAICS & Industry Title: (Your firm is eligible to compete for and perform work on all USDOT Federal Aid projects throughout Florida and may earn DBE orACDBE credit for work performed in the following areas.)NAICS 541330: ENGINEERING SERVICESmiamidade.govInternal Services DepartmentSmall Business Development111 NW 1 Street, 19th FloorMiami, Florida 33128T 305-375-3111F 305-375-3160June 23, 2021Franklin Torrealba 300 Engineering Group, P.A. 2222 Ponce de Leon Blvd Suite 300 Miami, FL 33134Approval Date: March 31, 2021 - Small Business Enterprise - Architectural & Engineering (SBE-A&E) Expiration Date: March 31, 2024Dear Franklin Torrealba, Miami-Dade County Small Business Development (SBD), a division of the Internal Services Department (ISD) has completed thereview of your application and attachments submitted for certification. Your firm is officially certified as a Miami-Dade County SmallBusiness Enterprise - Architectural & Engineering (SBE-A&E). The Small Business Enterprise (SBE) programs are governed bysections 2-8.1.1.1.1; 2-8.1.1.1.2; 2-10.4.01; 10-33.02 of Miami-Dade County’s Codes.This Small Business Enterprise - Architectural & Engineering (SBE-A&E) certification is valid for three years provided that you submita "Continuing Eligibility Affidavit" on or before your anniversary date, March 31, 2022. The affidavit must indicate any changes or nochanges in your firm pertinent to your certification eligibility. The submittal of a "Continuing Eligibility Affidavit" annually with specificsupporting documents on or before your Anniversary Date is required to maintain the three-year certification. You will be notified ofthis responsibility in advance of the Anniversary Date. Failure to comply with the said responsibilities may result in immediate actionto decertify the firm.If at any time there is a material change in the firm including, but not limited to, ownership, officers, director, scope of work beingperformed, daily operations, affiliation(s) with other businesses or the physical location of the firm, you must notify this office inwriting within (30) days. Notification should include supporting documentation. You will receive timely instructions from this office asto how you should proceed, if necessary. This letter will be the only approval notification issued for the duration of your firm’s threeyears’ certification. If the firm attains graduation or becomes ineligible during the three-year certification period, you will be properlynotified following an administrative process that your firm’s certification has been removed pursuant to the code.Your firm’s name and tier level will be listed in the directory for all SBE certified firms, which can be accessed through Miami-DadeCounty’s SBD website: http://www.miamidade.gov/smallbusiness/certification-lists.asp. The categories as listed below affords youthe opportunity to bid and participate on contracts with Small Business Enterprise measures.It is strongly recommended that you register your firm as a vendor with Miami-Dade County. To register, you may visit:http://www.miamidade.gov/procurement/vendor-registration.asp. Thank you for your interest in doing business with Miami-DadeCounty. If you have any questions or concerns, you may contact our office at 305-375-3111 or via email at sbdcert@miamidade.gov.Sincerely, Gary Hartfield Director of Small Business Development CATEGORIES: (Your firm may bid or participate on contracts only under these categories)MDC-TCC 03-01: SITE DEVELOPMENT AND PARKING LOT DESIGN MDC-TCC 03-02B: MINOR HIGHWAY DESIGN MDC-TCC 06-01: WATER DISTRIBUTION AND SANITARY SEWAGE COLLECTION AND TRANSMISSION MDC-TCC 06-01A: UTILITY TUNNELING FOR WATER DISTRIBUTION AND SANITARY SEWAGE COLLECTION AND TRANSMISSION SYSTEMS MDC-TCC 06-02: WATER AND SANITARY SEWAGE PUMPING FACILITIES MDC-TCC 06-03: WATER AND SANITARY SEWAGE TREATMENT PLANTS MDC-TCC 10-01: STORMWATER DRAINAGE DESIGN ENGINEERING SERVICES MDC-TCC 11: GENERAL STRUCTURAL ENGINEERING MDC-TCC 12: GENERAL MECHANICAL ENGINEERING MDC-TCC 13: GENERAL ELECTRICAL ENGINNERING MDC-TCC 16: GENERAL CIVIL ENGINEERING MDC-TCC 17: ENGINEERING CONSTRUCTION MANAGEMENT MDC-TCC 19-06: WATER AND SANITARY SYSTEMS NAICS 541330: ENGINEERING SERVICES

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2LICENSES + CERTIFICATIONS ANA DVORAK ENVISION SUSTAINABILITY PROFESSIONAL Has received the Envision SustainabilityProfessional credential upon successfulcompletion of the requisite training and exam. Jul 07, 2017 Issued On Dec 31, 2022 Valid Through Anthony O. Kane, President and CEO Institute for Sustainable Infrastructure #21397 DANIEL MATHEWS ENVISION SUSTAINABILITY PROFESSIONAL Has received the Envision SustainabilityProfessional credential upon successfulcompletion of the requisite training and exam. Nov 06, 2018 Issued On Nov 06, 2022 Valid Through Anthony O. Kane, President and CEO Institute for Sustainable Infrastructure #26334 JASMINE PEREZ ENVISION SUSTAINABILITY PROFESSIONAL Has received the Envision SustainabilityProfessional credential upon successfulcompletion of the requisite training and exam. Apr 25, 2018 Issued On Oct 10, 2022 Valid Through Anthony O. Kane, President and CEO Institute for Sustainable Infrastructure #25060 Ron DeSantis, GovernorSTATE OF FLORIDABOARD OF PROFESSIONAL ENGINEERSTHE PROFESSIONAL ENGINEER HEREIN IS LICENSED UNDER THEPROVISIONS OF CHAPTER 471, FLORIDA STATUTESMIRALLES-WILHELM, FERNANDO R.Do not alter this document in any form.8934 BROADMOAR DRLICENSE NUMBER: PE56549EXPIRATION DATE: FEBRUARY 28, 2023This is your license. It is unlawful for anyone other than the licensee to use this document.BETHESDA MD 20817Always verify licenses online at MyFloridaLicense.comRon DeSantis, GovernorSTATE OF FLORIDABOARD OF PROFESSIONAL ENGINEERSTHE PROFESSIONAL ENGINEER HEREIN IS LICENSED UNDER THEPROVISIONS OF CHAPTER 471, FLORIDA STATUTESFERNANDEZ, NICHOLAS JAMESDo not alter this document in any form.5830 SW 12 STLICENSE NUMBER: PE85271EXPIRATION DATE: FEBRUARY 28, 2023This is your license. It is unlawful for anyone other than the licensee to use this document.MIAMI FL 33144Always verify licenses online at MyFloridaLicense.comRon DeSantis, GovernorSTATE OF FLORIDABOARD OF PROFESSIONAL ENGINEERSTHE PROFESSIONAL ENGINEER HEREIN IS LICENSED UNDER THEPROVISIONS OF CHAPTER 471, FLORIDA STATUTESDAVALOS, PAOLADo not alter this document in any form.10420 SW 160T STLICENSE NUMBER: PE92515EXPIRATION DATE: FEBRUARY 28, 2023This is your license. It is unlawful for anyone other than the licensee to use this document.MIAMI FL 33196Always verify licenses online at MyFloridaLicense.com

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852LICENSES + CERTIFICATIONS -Ѵv;;v_;-uvķ";1u;|-u!om;"-m|bvķo;umou"$$!!$$&"""!""!&$!!$$&!ş$!!"$!$$!""&!$!(""$!ƓѶƐķ!"$$&$"!ķ)+omo|-Ѵ|;u|_bv7o1l;m|bm-m=oulĺ!ş!$!"!$$"!"ķĺ"&!Ĺ!ƏƏƏƕƑƏƏ*!$$Ĺ!&!+ƑѶķƑƏƑƒ$_bvbvouѴb1;mv;ĺ|bvmѴ-=Ѵ=ou-mom;o|_;u|_-m|_;Ѵb1;mv;;|ov;|_bv7o1l;m|ĺ$!ķş!$!"ķƑѵƏƐ!(ĺ!"ƒƒƐƒƓѴ-v;ub=Ѵb1;mv;vomѴbm;-|Ѵoub7-b1;mv;ĺ1olRon DeSantis, GovernorSTATE OF FLORIDABOARD OF PROFESSIONAL ENGINEERSTHE PROFESSIONAL ENGINEER HEREIN IS LICENSED UNDER THEPROVISIONS OF CHAPTER 471, FLORIDA STATUTESLI, CHENDo not alter this document in any form.11887 NW 69TH PLLICENSE NUMBER: PE52692EXPIRATION DATE: FEBRUARY 28, 2023This is your license. It is unlawful for anyone other than the licensee to use this document.PARKLAND FL 33076Always verify licenses online at MyFloridaLicense.comRon DeSantis, GovernorSTATE OF FLORIDABOARD OF PROFESSIONAL ENGINEERSTHE PROFESSIONAL ENGINEER HEREIN IS LICENSED UNDER THEPROVISIONS OF CHAPTER 471, FLORIDA STATUTESSZAUER, JORGE M.Do not alter this document in any form.6574 TIMBER LNLICENSE NUMBER: PE62579EXPIRATION DATE: FEBRUARY 28, 2023This is your license. It is unlawful for anyone other than the licensee to use this document.BOCA RATON FL 33433Always verify licenses online at MyFloridaLicense.comRon DeSantis, GovernorSTATE OF FLORIDABOARD OF PROFESSIONAL ENGINEERSTHE PROFESSIONAL ENGINEER HEREIN IS LICENSED UNDER THEPROVISIONS OF CHAPTER 471, FLORIDA STATUTESBALLESTEROS, RAFAEL JUAN BDo not alter this document in any form.4410 WEST 1ST AVENUELICENSE NUMBER: PE44624EXPIRATION DATE: FEBRUARY 28, 2023This is your license. It is unlawful for anyone other than the licensee to use this document.HIALEAH FL 33012Always verify licenses online at MyFloridaLicense.comRon DeSantis, GovernorSTATE OF FLORIDABOARD OF PROFESSIONAL ENGINEERSTHE PROFESSIONAL ENGINEER HEREIN IS LICENSED UNDER THEPROVISIONS OF CHAPTER 471, FLORIDA STATUTESRIVERA, REINALDO J.Do not alter this document in any form.10851 NW 85 STREETLICENSE NUMBER: PE83476EXPIRATION DATE: FEBRUARY 28, 2023This is your license. It is unlawful for anyone other than the licensee to use this document.DORAL FL 33178Always verify licenses online at MyFloridaLicense.comѴb;ĺuomķ";1u;|-u!om;"-m|bvķo;umou"$$!!$$&"""!""!&$!!$$&!ş$!!"$!$$!""&!$!(""$!ƓѶƐķ!"$$&$""&!,ķ"&omo|-Ѵ|;u|_bv7o1l;m|bm-m=oulĺƑѵƏƐ"+"!!ƐƏ$!"&!Ĺ!ƏƏƏѵѶƕѶ*!$$Ĺ!&!+ƑѶķƑƏƑƒ$_bvbvouѴb1;mv;ĺ|bvmѴ-=Ѵ=ou-mom;o|_;u|_-m|_;Ѵb1;mv;;|ov;|_bv7o1l;m|ĺ$ƒƒƐƒƒѴ-v;ub=Ѵb1;mv;vomѴbm;-|Ѵoub7-b1;mv;ĺ1ol

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2LICENSES + CERTIFICATIONS Julie I. Brown, SecretaryRon DeSantis, GovernorSTATE OF FLORIDADEPARTMENT OF BUSINESS AND PROFESSIONAL REGULATIONBOARD OF LANDSCAPE ARCHITECTURETHE LANDSCAPE ARCHITECT HEREIN HAS REGISTERED UNDER THEPROVISIONS OF CHAPTER 481, FLORIDA STATUTESOLNEY, KIRK JEFFERYDo not alter this document in any form.1410 SHERIDAN STREETLICENSE NUMBER: LA0001705EXPIRATION DATE: NOVEMBER 30, 2023This is your license. It is unlawful for anyone other than the licensee to use this document.UNIT I-16HOLLYWOOD FL 33020Always verify licenses online at MyFloridaLicense.comRon DeSantis, GovernorSTATE OF FLORIDABOARD OF PROFESSIONAL ENGINEERSTHE PROFESSIONAL ENGINEER HEREIN IS LICENSED UNDER THEPROVISIONS OF CHAPTER 471, FLORIDA STATUTESAQUINO, CHRISTIANDo not alter this document in any form.PO BOX 4946LICENSE NUMBER: PE74647EXPIRATION DATE: FEBRUARY 28, 2023This is your license. It is unlawful for anyone other than the licensee to use this document.HIALEAH FL 33014Always verify licenses online at MyFloridaLicense.comRon DeSantis, GovernorSTATE OF FLORIDABOARD OF PROFESSIONAL ENGINEERSTHE PROFESSIONAL ENGINEER HEREIN IS LICENSED UNDER THEPROVISIONS OF CHAPTER 471, FLORIDA STATUTESHERRERA, VICTOR H.Do not alter this document in any form.11040 SW 64 STREETLICENSE NUMBER: PE71164EXPIRATION DATE: FEBRUARY 28, 2023This is your license. It is unlawful for anyone other than the licensee to use this document.MIAMI FL 33173Always verify licenses online at MyFloridaLicense.comRon DeSantis, GovernorSTATE OF FLORIDABOARD OF PROFESSIONAL ENGINEERSTHE PROFESSIONAL ENGINEER HEREIN IS LICENSED UNDER THEPROVISIONS OF CHAPTER 471, FLORIDA STATUTESGOLDSTEIN, STEVEN MARKDo not alter this document in any form.6504 SW 113TH AVENUELICENSE NUMBER: PE44423EXPIRATION DATE: FEBRUARY 28, 2023This is your license. It is unlawful for anyone other than the licensee to use this document.6504 SW 113 AVENUEMIAMI FL 33173Always verify licenses online at MyFloridaLicense.comSPECIAL INSPECTOR NUMBER: 1070Ron DeSantis, GovernorSTATE OF FLORIDABOARD OF PROFESSIONAL ENGINEERSTHE PROFESSIONAL ENGINEER HEREIN IS LICENSED UNDER THEPROVISIONS OF CHAPTER 471, FLORIDA STATUTESALONSO, FRANCISCO JAVIERDo not alter this document in any form.12850 N CALUSA CLUB DRLICENSE NUMBER: PE66918EXPIRATION DATE: FEBRUARY 28, 2023This is your license. It is unlawful for anyone other than the licensee to use this document.MIAMI FL 33186Always verify licenses online at MyFloridaLicense.comMelanie S. Griffin,SecretaryRon DeSantis, GovernorSTATE OF FLORIDABOARD OF PROFESSIONAL ENGINEERSTHE PROFESSIONAL ENGINEER HEREIN IS LICENSED UNDER THEPROVISIONS OF CHAPTER 471, FLORIDA STATUTESCIASCA, ALEXANDER DAVIDDo not alter this document in any form.250 SW 36TH TERRACELICENSE NUMBER: PE73007EXPIRATION DATE: FEBRUARY 28, 2023This is your license. It is unlawful for anyone other than the licensee to use this document.CROMGAINESVILLE FL 33407Always verify licenses online at MyFloridaLicense.com

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872LICENSES + CERTIFICATIONS Ron DeSantis, GovernorSTATE OF FLORIDABOARD OF PROFESSIONAL ENGINEERSTHE PROFESSIONAL ENGINEER HEREIN IS LICENSED UNDER THEPROVISIONS OF CHAPTER 471, FLORIDA STATUTESLEON AGUILAR, ESTELA GEANNINNADo not alter this document in any form.6066 FELTER STLICENSE NUMBER: PE83307EXPIRATION DATE: FEBRUARY 28, 2023This is your license. It is unlawful for anyone other than the licensee to use this document.JUPITER FL 33458Always verify licenses online at MyFloridaLicense.com10/7/2020 DBPR - BCC ENGINEERING, LLC, Registryhttps://www.myfloridalicense.com/LicenseDetail.asp?SID=&id=9ED84A673F0A522E8969A73CD7DD44BE 1/1 3:26:20 PM 10/7/2020Licensee DetailsLicensee Information Name: BCC ENGINEERING, LLC (Primary Name) Main Address: 6401 SW 87TH AVENUE SUITE 200 MIAMI Florida 33173 County: DADE License Mailing: LicenseLocation: License Information License Type: Registry Rank: Registry License Number: 7184 Status: Current Licensure Date: 04/28/1995 Expires: Special Qualifications Qualification Effective Alternate Names View Related License InformationView License Complaint2601 Blair Stone Road, Tallahassee FL 32399 :: Email: Customer Contact Center :: Customer Contact Center: 850.487.1395The State of Florida is an AA/EEO employer. Copyright 2007-2010 State of Florida. Privacy StatementUnder Florida law, email addresses are public records. If you do not want your email address released in response to a public-records request,do not send electronic mail to this entity. Instead, contact the office by phone or by traditional mail. If you have any questions, please contact850.487.1395. *Pursuant to Section 455.275(1), Florida Statutes, effective October 1, 2012, licensees licensed under Chapter 455, F.S. mustprovide the Department with an email address if they have one. The emails provided may be used for official communication with the licensee.However email addresses are public record. If you do not wish to supply a personal address, please provide the Department with an emailaddress which can be made available to the public. ______________________________________________________________________________________________________________________________________________________ www.sspc.org 800 Trumbull Drive Pittsburgh, PA 15205 P: 412.281.2331 T: 877.281.7772 F: 412.444.3591 January 29, 2021 Cliff Dykes Crom Coating ( A division of the Crom Corporation) 250 SW 36th Terr Gainesville FL 32607 Subject: SSPC Concrete Coating Inspector Level 2 (CCIL2) Recertification Encl: Wallet ID Card Certification # 44703 This letter is to inform you that you have successfully completed your SSPC Concrete Coating Inspector Level 2 (CCIL2) recertification. Successful completion of the recertification process reaffirms that you understand the principles of Concrete Coating Certification program, have met the prerequisites needed, and passed the recertification exam. This certification is awarded for a period of four (4) years and will expire on 2/29/2024. Information on your next recertification will be mailed to you six months prior to expiration. In order to receive the information, you must notify SSPC of any change of address or employment. It is the responsibility of each certified individual to keep SSPC current on his or her contact information. SSPC will not be responsible for certifications that lapse because a reminder letter was sent to an incorrect address. If you have any questions about your certification, please contact Silvia Palmieri at 412- 281-2331 Ext. 2201 or by e-mail at palmieri@sspc.org at your convenience. You may also contact me directly at Ext. 2221 if you have any comments or concerns that you would like me to address. We appreciate your participation and are here to serve you. Sincerely, Jennifer Merck Director of Training & Certification

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As indicated, the City owns, operates and maintains a potable water transmission & distribution system and a wastewater collection & transmission system. The City purchases water from the Miami-Dade County Water and Sewer Department (WASD), which is delivered to the City by four (4) metered interconnections with WASD’s transmission system, located at: Watson Island, San Marco Island, Julia Tuttle Causeway and Normandy Isle. The water from the interconnections is boosted by six (6) booster pump stations owned and operated by the City. Four (4) of them (W-3, W-4, W-5 and W-7), which are located downstream of the interconnections with WASD, supplement the system pressure and increase the reliability of the system during emergencies. The other two (2) pump stations are located at water storage facilities (W-1 and W-2) and draw water from the tanks into the water distribution system and, in the event of an emergency, they can be used to supplement water from WASD as well. In addition, as per the City’s GIS data the water system is composed with 184 miles of active water mains, ranging in diameter from 2-inch to 36-inch.The sanitary sewer system collects the wastewater generated within the City’s service area and from the Town of Surfside, Bal Harbour, Bay Harbour Island and Indian Creek Village. As a Volume Sewer Costumer (VSC), the City directs its wastewater ﬂows towards WASD system via a 60-inch force main under the Government Cut for ﬁnal treatment and disposal at the Central District Wastewater Treatment Plant (CDWWTP), located at Virginia Key. The sanitary sewer system consists of twenty (20) local pump stations, three (3) regional (re-pump) pump stations and two (2) booster pump stations. In addition, as per the City’s GIS data, the system has approximately 30 miles of active force mains ranging in diameter from 6-inch to 60-inch and 117 miles of gravity sewer mains ranging in diameter from 6-inch to 36-inch.As indicated in this RFQ, the City’s water and sewer infrastructure faces distinct challenges that could impede its ability to accomplish its mission of providing high quality and reliable service. These challenges include aging infrastructure and environmental factors, such as sea level rise, saltwater intrusion, king tides, and extreme weather events. As your current water & wastewater engineering consultant, 300 Engineering has been ﬁrst witness of these challenges and how they aect the City’s critical assets, as well as their operations & maintenance. For example, extremely corroded & aged pipes and valves make the operation of sewer PS-1 highly cumbersome for the City’s sta, moreover evidence of saltwater intrusion & issues with high water tables during high tides is evident in the structural conditions of this pump station, as depicted below.PS-1 CORRODED DISCHARGE AND SUCTION LINES PS-1 EVIDENCE OF SALT WATER INTRUSION3APPROACH + METHODOLOGY

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95On the water side, aged pumps and pipes put at risk the reliability of water booster pump station W-2, which is the main source of water for the north portion of the City, as presented above. Likewise, several of the Cast Iron Pipes (CIP) that are exposed to environment, like in the case of aerial crossings, present severe corrosion and are vulnerable to breaks. This is exempliﬁed by the 36-inch water transmission main along 71st Street (depicted above) and the 24-inch force main along Pine Tree crossing the Flamingo Waterway. In addition, subaqueous pipelines that were installed prior the development of trenchless technologies, are highly vulnerable and put at risk the public health and safety and the environment. This is the case of the 8-inch force main that crosses the Lake Canal between Sunset Islands 2 and 3 that was recently damaged by a private contractor due to its shallow installation in the canal bed. At a City-wide scale, a brief analysis of the City’s GIS data can further illustrate how these factors aect most assets in both water and wastewater systems. As an example, the maps below represent the total mileage of active force mains within the City’s service area, of these 48% were installed over 45 years ago, with a signiﬁcant portion known to be built in ferrous materials (ductile iron or cast iron). Both factors increase the risk of failure of these assets, especially in a costal environment subject to corrosion due to saltwater intrusion and ﬂuctuating high water table. Moreover, a more detailed analysis of a residential area within the City (bounded by 37th and 34th Street and by Prairie and Chase Avenue) show that the majority of the gravity sewer collection and water distribution system in this area was built over 45 years ago, with the totality of the water distribution mains in this area built on ferrous materials. This is depicted in the maps presented on the following page.3APPROACH + METHODOLOGYOUR MIAMI BEACH EXPERIENCE & UNDERSTANDING HAS ALLOWED US TO PROVIDE SOLUTIONSTO MITIGATE THEINHERENT CHALLENGES OF THE CITY’S AGED INFRASTRUCTUREPROVEN RESULTSPS W-2 CORRODED PIPESPIPE CORROSION 36 - INCH WM AERIAL CROSSING ALONG 71ST STREETMIAMI BEACH 1950’S

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97In addition, the City’s infrastructure is also vulnerable to severe weather events that can cause excessive rainfall, storm surge and high-velocity winds. As evidence of that, the City has requested (and approved) grant money through the State to harden critical infrastructure, as Pump Stations W-2 (water) and PS-1 (regional sewer pump station), as well as several others such as: PS-28, PS-29, Terminal Isle Booster Pump Station, 25th Street Booster Pump Station, 41st Street Booster Pump Station, Belle Isle Booster Pump Station, and Normandy Isle Booster Pump Station.300 Engineering is currently working with the City in several pump stations and pipeline projects, where the focus is not only to replace damaged or aged assets, but to add value by incorporating resilient solutions to the City’s infrastructure, with measures such as selection of corrosion resistant materials, increasing system reliability and response capacity during emergency situations, hardening critical assets, among others. The following sections describe in detail the approach 300 Engineering and its team of subconsultants has applied in working with the City of Miami Beach, and many other local clients, in providing professional engineering services for Water and Wastewater Systems.300 Engineering is recognized for being a trusted partner to the City, with unmatched client service, responsiveness, and ﬂexibility. In situations where the City has needed exceptional technical proﬁciency and quick turn-around of project scopes and deliverables, 300 Engineering has been there to provide the City the requested services. We are a local powerhouse of water and wastewater professionals. Our team is led by our Project Director – Franklin A Torrealba, PE ENV SP and our Project Manager – Ana Dvorak, ENV SP. Mr. Torrealba has over 35 years of experience in program/project management, detailed design, bidding services, permitting, inspection and construction management of major infrastructure projects, including water & wastewater pump stations and distribution & transmission systems. During his career. Mr. Torrealba has successfully managed over 1,000 infrastructure projects from conception to completion, without missing a regulatory deadline. Ms. Dvorak has over 10 years of experience in the water & wastewater sector, including assessments, design, and management of water & wastewater infrastructure projects. Ms. Dvorak is a true partner to the City, recognized for her hands on Project Management style, establishing trusting relationships with her clients, responsiveness, and being personally involved in all aspects of the project. APPROACH TO THE CITY’S ENGINEERING SERVICES TO WATER & WASTEWATER PROJECTSTRUSTED PROVIDER PROVENRESULTSWITH3APPROACH + METHODOLOGYFranklin and Ana bring the necessary leadership and technical expertise required by the City

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Our team initiates the delivery of engineering services from the Scoping/Planning Phase of the project, our Management Team, in coordination with the City’s Management Team, invests a great deal of eort to fully understand the current & future project needs and goals, the City’s expectations regarding budget, deliverables, & timeline, as well as clearly deﬁne all the services required to complete the task at hand. After receipt of a Request for Scope of Work, we systematically apply the following methodology to develop a clear and comprehensive project scope. Please refer to the outlined strategy below:• Review of Documentation related to the Project Deﬁnition – this involves detailed analysis of the information presented in the City’s Renewal and Replacement Report as well as the Master Plans. The goal is to obtain a clear understanding of the project scope elements and objectives, whether it is related to replacement of assets, rehabilitation of existing infrastructure, increasing capacity of the systems, solving operation & maintenance concerns, among other needs. • Review of City’s GIS Data – this involves an examination of the GIS data (through the City’s GIS portal) to obtain a clear picture of the City’s utilities within the project area. This could mean identifying pipeline age, material, diameter, verifying network interconnections, location and availability of valves, connection to pump stations, location of manholes, among others.• Preliminary Request for Information – in addition to the reviews of data described above, 300 Engineering also prepares a preliminary request for information from the City, which is mainly focused on available as-builts. As per our current experience with the City, older assets might not have available as-builts or the record information does not reﬂect the current conditions of the infrastructure. Therefore, it is paramount to conduct a proper review of this documentation during the Scoping/Planning process of the project as this will assist in the identiﬁcation of data gaps that will need to be addressed during the design process. • Scoping Site Visit – after the data review, 300 Engineering will conduct a site visit to the project site with the City’s Project Management and O&M sta to verify the accuracy of the data reviewed and conﬁrm on site the project scope elements. In several cases, we have observed that needed scope elements have not been previously identiﬁed until the scoping site visit with the City’s sta.PROJECT SCOPING/PLANNING PHASE3APPROACH + METHODOLOGY

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99• Draft Scope of Work – at this point, 300 Engineering has a clear understanding of the project needs & goals, available information, site conditions and is ready to prepare a comprehensive scope of work that adequately addresses all required scope elements and deﬁnes the services needed to provide a cost-eective and complete solution to the City’s needs. The draft scope of work and fee proposal is submitted to the City’s Project Management for their review and comments. • Preliminary Opinion of Probable Cost (OPC) – during the preparation of the draft scope of work, 300 Engineering also assists the City in verifying that the budget identiﬁed in the master plans and Capital Improvement Plan (CIP) for the project is aligned with the project needs and updated scope elements. In doing so, 300 Engineering prepares planning level OPC for the project considering main construction work, current costs of materials & equipment and contingencies. In some cases, more than one alternative is analyzed to evaluate all possible project approaches. For example, at this stage we have evaluated with the City the implications of replacing pipelines using open trench or trenchless technologies and the impact to the allocated budget of each of these options. In addition, in projects with funds from the Rebuild Florida Critical Facility Hardening Program (RFCFHP) for hardening purposes, 300 Engineering assists the City in identifying if the scope elements and allocated budget are properly distributed, and there are no conﬂicts between the dierent objectives.• Scoping Meeting – once the City has received and reviewed the draft scope of work, 300 Engineering conducts a meeting with the City’s Project Management Team to discuss the scope and ensure all concerns are properly addressed. Both the project understanding, and the scope of services are thoroughly discussed to ensure all parties are in complete agreement with the proposed solution.• Final Scope of Work – after the scoping meeting with the City, 300 Engineering is ready to submit its ﬁnal scope of work and fee proposal, addressing all the comments provided. The typical turnround for the ﬁnal scope of work is 48 hours or less.We have been able to successfully employ this methodology when deﬁning task orders with the City. In addition, in our experience, a well-developed Scoping/Planning Phase minimizes unforeseen conditions in the subsequent project phases (Design and Construction) and therefore plays a key part in our Change Management strategy, which we will describe further in this section. Even though, the above-described processes might seem time consuming, 300 Engineering has provided these services (Scoping/Planning) for the City within a week. In addition, during the Scoping/Planning process and particularly during the review of the project deﬁnition documentation, 300 Engineering has been able to add value to the City by working alongside the City’s Project Management Team to deﬁne more cost-eective approaches to the projects. An example of this is the 36-inch water main aerial crossing replacement project along 71st Street. As per the Water System Master Plan, the project called for an in-kind replacement of the aerial crossing section. However, by reviewing the Master Plan (and identifying other projects that were required in the area) along with the GIS and as-built data, 300 Engineering and the City were able to identify a more cost-eective approach that would optimize the amount of pipe to be replaced within one project, as well as minimizing the disruptions to the project area and its constituents. This was achieved by combining several project objectives into one. The project scope was re-deﬁned to include: subaqueous replacement of the aerial crossing; upsizing of the water distribution main along 71st St. to improve water service in the area; and replacement of water main & water service lines along 71st St. between Bay Dr. and Collins Ave. 3APPROACH + METHODOLOGY71st Street Canal Crossing – Revised project Scope

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As a proven and trusted partner to the City, 300 Engineering will continue to apply these methods in assisting the City’s Public Works Department in the adaptation of water and sewer CIPs to shifting needs and requirements. With the detailed analysis of the available data, gathering updated information of current infrastructure conditions and extensive coordination with the City’s Project Management and O&M Sta, 300 Engineering will continue to provide added value to the City by re-deﬁning projects, ﬁnding more cost eective approaches to project implementation, minimizing disruptions to project areas and their constituents, verifying adequate budget allocation per updated project scopes, combining similar project goals, and prioritizing projects based on immediate & longer term needs. 300 Engineering’s characteristic client service, responsiveness, ﬂexibility, technical expertise and extensive program/project management experience makes us the ideal partner for the City to conduct these critical tasks. Once the project scope has been approved by the City’s Project Management Team, 300 Engineering initiates project set-up activities during the Notice to Proceed (NTP) preparation to ensure all resources are available, prepared and deployed from day one, including subconsultants. PROJECT SET-UPOur approach to the Engineering and Design Phase of the project initiates with a Kick-o Meeting with key project stakeholders, such as the City’s Project Management Team, Technical Experts and O&M representatives. This meeting is crucial for the success of the project, as it is the forum to revisit key project items such as schedule, project goals, communication protocols, public outreach needs, milestones, and clearly delineate client’s expectations. To avoid delays in the project, the 300 Engineering team prepares a detailed Request for Information (RFI) that is distributed to the City’s Project Management Team before the kick-o meeting. By doing so, we provide additional time to the City to review the RFI so it can be further discussed during the meeting. Typical RFIs for water and wastewater system projects include, but are not limited to the following items:• As-built data and record drawings for the water and sewer systems• GIS data and as-builts for other City owned utilities in the project area, including stormwater and streetlights • SCADA data, especially for pump station projects, including wet-well levels, run times, pressure, and ﬂow recordings • Shop-drawings and technical speciﬁcation of existing equipment• List of preferred equipment and materials• Hydraulic Modeling Request and Coordination, to include: o Pipeline Projects » Existing Peak Flow, pressure & ﬂow velocity » Future Peak Flow and pressure & ﬂow velocity with proposed improvements » Existing minimum pressure & ﬂow velocity » Future minimum pressure & ﬂow velocity with proposed improvements o Pump Station Projects » Average daily ﬂows (ADF) » Peak ﬂow and pressure at Point of Connection (Max Pressure at Peak Flow) » Minimum pressure at point of Connection (Min Pressure at maximum pumping rate)TRUSTED PROVIDER PROVENRESULTSMIAMIBEACH’SWITHPROJECT ENGINEERING & DESIGN PHASE3APPROACH + METHODOLOGY

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101 » Existing rated point of current pumps » Pump station runtimes (ET readings) » Flow velocity at discharge force main ENGINEERING ASSESSMENT AND SITE INVESTIGATIONThe following step of the project approach is a detailed Engineering Assessment and Site Investigation process, which serves as the foundation for the proposed design recommendations. Even though 300 Engineering would have started this process during the Scoping/Planning phase of the project, at this stage the analysis continues to establish the design criteria for each element of the project. Engineering Assessment activities typically involve the preparation of Technical Memoranda, Preliminary Engineering Reports or Basis of Design Reports, which properly document each element of the project and the proposed solution. In our work with the City, we have provided these services to accommodate the needs of the project, schedule and budget. For example, the Rehabilitation of Pump Station W-2 included a detailed Technical Memorandum at the 30% design stage that documented the following: project intent, existing conditions, improvement alternatives & recommendations, hydraulic conditions, basis of design for proposed improvements (material and equipment selection), implementation schedule and opinion of probable cost. On the other hand, the Bayshore Park Water and Force Main Replacement project required a more expedited project approach, therefore the majority of the Engineering Assessment was conducted during the Scoping/Planning phase in coordination with the City. Then then during the 60% design submittal, a Preliminary Engineering Report was provided to document and describe the design decisions made during the Design phase of the project. Again, 300 Engineering provides the technical expertise and ﬂexibility required to properly address each speciﬁc project need within an adequate project timeline. Technical Memoranda, Preliminary Engineering Reports or Basis of Design Reports typically provide the information outlined herein. However, as explained before and as per our work experience with the City, these can and will be speciﬁcally tailored to each project needs & goals. BASIS OF DESIGN REPORT• ALTERNATIVE ANALYSIS WITH CALCULATIONS AND COSTS• UTILITY SURVEY• SITE REVIEW NARRATIVE• FIELD OBSERVATIONS• SITE PHOTOGRAPHS• EASEMENT IDENTIFICATION• COORDINATIN WITH ONGOING AND FUTURE PROJECTS• HYDRAULIC CALCULATIONS• BASIS OF DESIGN• PROPOSED CONSTRUCTION METHODS• ROUTE ANALYSIS (PIPELINE PROJECTS)• MATERIALS AND EQUIPMENT SELECTION• SERVICE CONNECTIONS • LOCATION OF TIE-INS TO EXISTING SYSTEMS• IDENTIFIED UTILITY CONFLICTS• PERMITTING REQUIREMENTS• PROJECT SCHEDULE• OPINION OF PROBABLE COST3APPROACH + METHODOLOGY

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SANITARY SEWER EVALUATION SURVEY (SSES) AND INFILTRATION & INFLOW (I/I)One critical aspect for adequate management of sanitary sewer collection and transmission systems is the implementation of a proactive and cost-eective SSES and I/I program. 300 Engineering is recognized locally for assisting many of our municipal clients in implementing proactive I/I Compliance Plans, providing diverse services from data analysis & system evaluation to construction management of corrective measures followed by post-construction system monitoring. We understand the City runs an eective SSES and I/I program, but at the City’s request we can assist in alleviating the Public Works Department’s burden by implementing the many lessons learned we have obtained from our past experiences.Corrective action is crucial as excessive I/I place a burden on pump station runtimes bringing these out of compliance and aecting development. I/I also increases O&M costs and power costs to pump and re-pump ﬂows, increases pressures in the force main system due to the added ﬂow and leads to pump stations being overdesigned, requiring larger infrastructure which would not be required if the I/I was reduced or eliminated. Additionally, I/I pose signiﬁcant environmental hazards such as increased risks of sanitary sewer overﬂows, loss of fresh groundwater and increased saltwater intrusion.300 Engineering has developed innovative methods to calculate and mitigate I/I issues. Below is a brief synopsis of what we have accomplished in terms of I/I remediation in the past few years: • North Bay Village Sanitary Evaluation System Survey (SSES) – I/I Plan of Complianceo Re-assessment of sewer collection system and respond to regulatory requirementso Development of customized I/I Plan of Compliance » Night ﬂow isolation and visual manhole inspections » Night ﬂow tests » Water consumption analysis and GPDIM calculations » Smoke testing » Developing a cost-eective Rehabilitation Prioritization Plan• Town of Surfside Sanitary Evaluation System Survey 3rd Cycle Report (SSES) & Smoke Testing of Sanitary Sewer Systemo Smoke testing of the Town’s sanitary sewer collectiono Visual manhole inspectionso Cycle 3 Phase I SSES Reporto Developing a Corrective Action Plan• City of Coral Gables Sanitary Evaluation System Survey (SSES) – Night Flow Study and Basin Prioritization o Night ﬂow evaluations, City-wide smoke test, and visual manhole inspectionso Wet season night ﬂow monitoringo Analyses of Supervisory Control and Data Acquisition (SCADA) system datao Water consumption and environmental factors analyseso Third cycle Phase 1 and 2 SSES reporto Developing a comprehensive Corrective Action Plano Post correction ﬁeld ﬂow monitoringManhole Inspection - Town of SurfsideSmoke Testing - City of Coral Gables3APPROACH + METHODOLOGY

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Our approach to the City’s Water and Wastewater Hydraulic Modeling eorts is to enhance the existing hydraulic models so they can be of even better service to the City. For example, we have a clear understanding of the expectations and requirements of the local regulatory agency (RER/DERM) in terms of hydraulic analysis and modeling reports for the permitting of sanitary sewer system projects, for both pipeline and pump station upgrades. We have extensive experience in optimizing the capacities of the GIS and Innovyze InfoWorks tools to perform comprehensive system analysis, evaluation of alternatives, system performance assessment, veriﬁcation of results by comparing with historic and SCADA data, accurate depiction of system operation and providing the best engineering recommendations to our clients. As such, we have identiﬁed several areas of improvement to the City’s hydraulic models, which include: • QA/QC and Updates of the GIS data – we can assist the City’s GIS sta in completing certain data gaps regarding the City’s assets and keeping the system updated with recent changes and improvements. 300 Engineering has extensive experience in the digitization and management of assets through GIS systems, and have performed these services for utilities like Miami-Dade County Water and Sewer Department (WASD), the City of Coral Gables, the City of North Miami and North Bay Village• Coordination of System Operation and Hydraulic Models – we understand water and wastewater utilities are dynamic and their operation procedures are constantly modiﬁed to adapt to shifting needs and realities. 300 Engineering hands-on sta has established excellent working relationships with the City’s O&M sta and has taken the time to understand the operational reality of the City’s water and wastewater systems. This in-depth knowledge is critical for optimum hydraulic model calibration and accurate system depiction• Timely Preparation of Hydraulic Model Reports – it is our commitment to the City to provide fast responses to hydraulic modeling needs to expedite project execution and avoid delays during the planning, design and especially the permitting phases ACCURATE DEPICTION OF SYSTEM OPERATION AND PROVIDING THE BEST ENGINEERING RECOMMENDATIONS TO OUR CLIENTS. TRUSTED PROVIDER PROVENRESULTSWITHHydraulic Model RunUNWAVERING COMMITMENT TO RESPONSIVE AND EXPEDITED PROJECT EXECUTION IN EVERY PHASE OF THE PROJECT TRUSTED PROVIDER PROVENRESULTSWITH3APPROACH + METHODOLOGY

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105Our Team is prepared to assist the City in the following Hydraulic Modelling needs: SUSTAINABLE DESIGNDuring the Engineering Assessment activities, 300 Engineering will also incorporate resilience, sustainability, and hardening components to our proposed engineering solutions. To address this, our Team has developed a speciﬁc approach for the design of resilient water and wastewater infrastructure that involves the following steps:1. Hazard identiﬁcation, in the case of severe storm events in South Florida ﬂood, storm surge and high-velocity winds & debris represent the main hazards of concern a. Design Flood Elevation – deﬁned as per Local, State and Federal requirements (FEMA) to include 100-year or 500-year base ﬂood elevation, storm surge projection, sea level rise projections (as per the South Florida Climate Change Compact Recommendations) and freeboardb. Wind and Impact Protection – deﬁned as per Local and State regulations included in the Florida Building Code and ASCE guidelines 2. Development of a listing of vulnerable assets considering nature of threat posed for each (for example, wind and/or ﬂooding hazard) 3. Identiﬁcation of possible damage mitigation alternatives for the various assets identiﬁed in Step 2. Alternatives could include: elevating assets, install physical barriers, ﬂood-proof assets, protect building envelopes, relocate assets 4. Preparation of a relative ranking of the alternatives based on evaluation criteria, such as eectiveness of the alternative, practicality, cost, ease of implementation, O&M preference, impact to operations, others.5. Selection of the preferred alternative in close coordination with the ClientThis approach has been recently and successfully implemented by 300 Engineering in several WASD and City of Coral Gables projects. Moreover, this approach is currently being implemented in two (2) projects with the City of Miami Beach: the rehabilitation and hardening of PS-W2 and PS-1. A workshop to discuss the risks, vulnerabilities, and mitigation alternatives for these two critical facilities was conducted on January 19th, 2022. The workshop was attended by key project stakeholders including the City’s Project Management Team and O&M sta, and consensus on the path forward for the hardening of these two pump stations was reached. WATER MODELING• FIRE FLOW TESTING PROGRAM AND FOCUS ON AREAS OF LOW PRESSURE• INDENTIFICATION OF DEAD ENDS AND RECOMMENDATIONS TO AVOID STAGNATION• EVALUATION OF NEED OR INTERCONNECTIONS• IDENTIFICATION OF BOTTLE NECKS AND LOW PRESSURE / VELOCITY AREAS• SENSITIVITY ANALYSIS TO UNDERSTAND THE WATER SYSTEM IMPACTS DUE TO FLUCTUATIONS IN WATER FLOW PROJECTIONS PROJECTIONS, INCLUDING CLIMATE CHANGE AND SEA LEVEL RISE CONSIDERATIONS• INCORPORATE WATER QUALITY ANALYSISSEWER MODELING• SANITARY SEWER COLLECTION SYSTEM INTERGRATION INTO TRANSMISSION MODEL• EVALUATION OF REDUCTION IN SYSTEM PRESSURES• PRESSURE SURGE EVALUATION• SELECTION OF BEST LOCATION FOR INTERCONNECTION BETWEEN THE CITY’S TWO MAJOR FORCE MAINS• FLOW PROJECTION I/I EVALUATION AND FUTURE SYSTEM CAPACITY• UPDATES AND MODEL CALIBRATION WITH SYSTEM PERFORMACE3APPROACH + METHODOLOGY

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SITE INVESTIGATIONSite Investigation is key to the success of infrastructure projects. At this stage of the project, 300 Engineering will have a clear understanding of the site investigation activities required for an accurate depiction of the project site conditions, and will leverage the expertise and technical capabilities of our key subconsultants to conduct the following services, as needed:• Bello & Bello – topographic survey, boundary survey, as-built survey, subsurface utility evaluation, bathymetric survey (required for subaqueous pipeline installation projects) • Universal Engineering – geotechnical investigation, standard penetration borings, rock corings, and materials testing • Industrial Divers Corp – benthic survey (required for subaqueous pipeline installation projects within USACE jurisdiction)In our aim to continuously add value to the City, we have strived to incorporate the latest technologies to site investigation activities. For example, the design for the subaqueous replacement of pipelines along the Flamingo Waterway and Sunset Lake required the execution of detailed bathymetric surveys of the waterways. Our subconsultant, Bello & Bello, provided a full depiction of the Flamingo Waterway from seawall to seawall. Survey data was collected using HYPACK 2020 employing SR Surveyor M1.8 Autonomous Survey Vessel with integrated INS. The Multibeam Swath width was +/- 70 degrees. The bathymetric survey exceeded the requirements outlined in the USACE Hydrographic Surveying Manual, EM1110-2-1003 and included proﬁles, depicted bridge columns, and provided a color enhanced point cloud and 3D modeling. The same techniques were employed by Bello & Bello to provide a detailed depiction of the Sunset Lake, including a 3D model of the channel bed. Moreover, as identiﬁed during the Scoping/Planning Phase of the projects, as-built records for older infrastructure such as Pump Station 1 and Pump Station W-2 do not necessarily represent the existing conditions of the facilities. Therefore, the rehabilitation projects for these pump stations required detailed as-built surveys that would allow for accurate dimensioning of the proposed improvements. Our subconsultant Bello & Bello combined aerial photogrammetric methods, conventional surveying (GPS/RTK) and 3D- Laser Scanning with Leica RTC 360 of exterior and interior of these facilities to prepare a Boundary, Topographic Survey and As-Built Survey for these projects. Bathymetric Survey Model at Flamingo Waterway3APPROACH + METHODOLOGY

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107In the execution of Site Investigation activities for the City, we have established eective communication and coordination protocols with our subconsultants to clearly deﬁne their required scope of services, deliverable timelines, and expectations. This has been proven critical specially for Geotechnical Investigation that require the execution of SPT borings within the public right of way (ROW). Our subconsultant, Universal Engineering, is familiarized with the City’s permitting requirements to conduct soil borings within the ROW and has assists us in the proper execution of these activities without compliance issues. In addition, close coordination with the City’s Project Management Team and O&M sta is critical for the selection of the boring locations that would provide the best depiction of the soil conditions, as well as to avoid any damages to existing infrastructure. The importance of close coordination between our subconsultants, 300 Engineering and the City is best exempliﬁed by the work conducted for the Subaqueous Pipeline Replacement designs along Sunset Lake and the Flamingo Waterway. Both of these projects required on-site coordination with the City sta to deﬁne the best location of the borings that would ensure no conﬂicts with any of the existing utilities in the project area. This task was particularly challenging at the Sunset Island Location, and required multiple site visits attended by 300 Engineering, Universal Engineering and City’s sta. Despite of the challenges, the partnership between the parties involved allowed for the development of a clear path forward and the completion of all geotechnical ﬁeld work on schedule and without incidents. Another key component to project success is conducting Multidisciplinary Site Visits at the onset of the projects, to thoroughly evaluate the conditions of the project components/assets from a civil, structural, architectural, process, mechanical, plumbing, electrical, HVAC, and I&C perspective, as needed per the project scope. To optimize resources and to ensure collaboration between all team disciplines, 300 Engineering strives to coordinate these ﬁeld visits along with the topographic survey and geotechnical investigation activities. Moreover, these site visits are accompanied by the City’s Project Management Team and O&M sta to conduct on-site interviews and ratify critical project elements. Typical discussion items for these interviews include, but are not limited to: • Current issues such as system performance deﬁciencies, equipment surpassing life expectancy, maintenance hinderances, reliability of the system, corrosion of installed equipment, lack of spare parts, among others• Equipment and materials speciﬁcation preferences/standards, to include but not limited to pumps, motors, valves, actuators, pipes, ﬂowmeters, pressure transducers, conveyance systems, system automation, VFDs, generators, among others• Accessibility, security, and ease of maintenance improvementsAs an example of the criticality of these interviews, during the Multidisciplinary Site Visit for the Rehabilitation of PS-1, the City’s O&M sta explained the diculties they currently have with performing maintenance activities and de-ragging of Pump 4 as the installed isolation valve on the suction line of the pump does not close properly. In addition, the City’s O&M sta indicated the need to select pumps that allow for easier disassembly and maintenance. SPT Boring at Lake Ave (Sunset Isle 3)Your hands on Project Manager, Ana C Dvorak, at a Multidisciplinary Site Visit in PS-13APPROACH + METHODOLOGY

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UTILITY COORDINATION Proper Utility Coordination is also critical for infrastructure projects, especially for the installation of pipelines within the ROW. As our standard process, 300 Engineering initiates coordination with the utilities trough Sunshine One Call the day of the NTP. It is our experience that certain utilities, such as FPL, require longer response times. All utility responses are properly logged and shared with the City, and if required No-Conﬂict letters are also requested for each of the utilities identiﬁed. Moreover, a cross veriﬁcation of the dierent records received during this process is conducted to ensure no conﬂicting information is found. Utility coordination is complemented with SUE, particularly at the location of tie-ins between proposed and existing infrastructure. To optimize the use of resources, the usefulness of the data gathered and to minimize the disruptions to the project area and its constituents, SUEs are usually conducted after the horizontal alignment of the proposed pipeline is deﬁned. 300 Engineering goes a step beyond during utility coordination. We work alongside the geotechnical engineer during their utility location activities, and we then notify our surveyor to collect the information marked up by utilities and submit it to us along with the survey. The ultimate goal is to compare the marked-up utilities with as-builts information to determine any data gaps. After the extensive Engineering Assessment and Site Investigation activities are completed, 300 Engineering proceeds with the Detailed Design, Permitting and Bid Support Services phase of the project. DETAILED DESIGNWater and wastewater infrastructure design projects are typically delivered in 30%, 60%, 90%, 100% (Permit Set) and Bid Set submittals. However, depending on the project complexity and timeline requirements, 300 Engineering, in coordination with the City, has adapted the deliverables schedule to better ﬁt the project needs. To comply with the expedited project delivery required by the Bayshore Park Water Main and Force Main Replacement project, 300 Engineering in coordination with the City, delivered this project in 60%, 90%, 100% (Permit Set) and Bid Submittals. To avoid project delays, the horizontal alignment was prepared and discussed with the City in a workshop, the 60% design was delivered 5 weeks after NTP and the 90% design 8 weeks after NTP. Our typical design deliverables for the City’s project include the following:• 30% Design – basis of design, technical memorandum, or PER; 30% design drawings (pipeline horizontal alignment and tie-in points for pipeline projects and civil, mechanical, architectural, electrical, HVAC and I&C for pump station projects); Class III OPC • 60% Design – advanced design drawings including proﬁles, sections, and details; technical speciﬁcations for major equipment components; updated OPC; draft Final Engineering Report • 90% Design – ﬁnal design drawings, project speciﬁc details, updated proﬁles & sections; pavement restoration; MOTs; Stormwater Pollution Prevention Plan (SWPPP); complete set of technical speciﬁcations and Class I OPC; Final Engineering Report (FER) DETAILED DESIGN, PERMITTING & BID SUPPORT SERVICES90% Design Submittal Example3APPROACH + METHODOLOGY

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109With the ﬁnal comments from the City, 300 Engineering prepares the Permit Set drawings for submittal to the permitting agencies. After the permitting process with the incorporation of the comments from the permitting agencies, if any, 300 Engineering prepares the Bid Set Submittal. A key component for the success of the design process is to ensure constant coordination with the City for each critical design decision, such as location of point of connections, conﬂicts with existing utilities and main equipment selection, before design submittals are delivered, this way 300 Engineering can ensure the City’s requirements are being addressed. In addition, design review workshops with key project stakeholders are needed to coordinate comments and design decisions. Workshops were critical for the Bayshore Park Water Main and Force Main Replacement project, as it required the involvement the City’s Public Works, CIP and Parks Department, as well as other design consultants. PERMITTING SUPPORT 300 Engineering’s approach to the Permitting Process involves early coordination with the permitting agencies having jurisdiction in the project. From the Scoping/Planning phase, 300 Engineering identiﬁes which permitting agencies will need to be involved and the requirements for each of them. Later during the initial stages of the design, after 30% or 60% design submittals, 300 Engineering coordinates pre-application meetings with these agencies. The goal of these meetings is to present the scope, intent, and criticality of the project to the permitting agency and to obtain clear guidance on the requirements and level of details of the supplementary documentation to be submitted as part of the application process. If an RFI is submitted by the permitting agency, 300 Engineering works in close coordination with the City to develop clear and concise responses, a secondary meeting with the permitting agency issuing the RFI is recommended to present the approach taken to answer their questions and verify that no additional information is needed. 300 Engineering strives to respond to permitting agency RFIs within 10 days of issuance. The Bayshore Park Water Main and Force Main Replacement project is a success story of the application of this approach, not only the design from project inception to 90% submittal was completed in 8 weeks, but permitting was also completed in an expedited manner, with all permits approved in less than 90 days, including the Water Extension Permit, which was approved in 24 hours. No comments were received from any of the permitting agencies on the plans. This is a testament of 300 Engineering’s capacity and commitment to the City to meet schedule and budget requirements without compromising quality. BID SUPPORT SERVICESOur approach to Bid Support Services is rooted in our Team’s understanding of a wide spectrum of proven procurement methods and contracting methodologies, as well as an experienced understanding on aligning varying strategies with speciﬁc project needs and risk allocations. Evaluating the beneﬁts of a given procurement method should consider several goals that are essential to deﬁning a successful procurement process as follows:• Recommend procurement processes, methodologies, and selection criteria that are competitive, fair, objective, and transparent within the framework of a well-advertised and administered process• Implement cost-eective procurement methodologies to allow the City to receive the best value for the services• Clearly deﬁne the evaluation criteria WE MAINTAIN CONSTANT COORDINATION WITH THE CITY DURING EACH CRITICAL DESIGN DECISION TRUSTED PROVIDER PROVENRESULTSWITHBayshore Park WM & FM ReplacementApproved Plans3APPROACH + METHODOLOGY

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• Minimize procurement process durations that allow for adequate response time from bidders • Ensure transparent scoring methodologies that meet City’s requirements for lifecycle cost• Evaluate bids and assure compliance with minimum requirementsOur team will assist the City in the preparation of the bid documents to use during the bidding process. These bid documents will include: signed & sealed plans, signed & sealed technical speciﬁcations, front-end documents, permits / dry runs, and all supporting calculations as required. Our Project Manager and assigned Engineer of Record (EOR) will be responsible for attending the project pre-bid meeting and respond to any questions from the potential bidders either during the meeting or via addendum. In our experience, clear and concise project descriptions within the bid set documents, as well as during the pre-bid meeting, are key to minimize the number of clariﬁcations from potential bidders. Once bids are received, the Project Manager and EOR will review the bids, assist in any clariﬁcations required by the City, review bidders qualiﬁcations and provide a recommendation to award for the City. During the ﬁnal stage of the lifecycle of the project, construction, 300 Engineering will provide the City with Construction Administration, Management and Support Services. Our experienced Construction Management Team will work with the City on developing a Construction Management Procedures Manual (CMPM), as needed. Our team will support the City with all necessary construction engineering services to help manage the Contractor’s performance to deliver the project’s completion in compliance with the contract documents, industry standards, regulatory requirements, and speciﬁc City standards.Our Construction Management team has vast experience in construction administration with the completion of hundreds of local projects, and billions of dollars in construction costs. We will provide the City with construction management and support services, as needed and requested, including the following: clariﬁcations to plans and plans revisions, construction inspections, change order reviews, MOT, claims reviews, analysis of construction schedules, laboratory test results, ﬁeld veriﬁcation of construction techniques, review of application for payment/ lien release processes, photographic records, responding to RFI’s, Shop Drawing/Submittals reviews, contractor prepared as-built reviews and project certiﬁcation. Our goal is to assist the Contractor and allowing them to have the data that they need to build the project in a timely fashion while minimizing change orders.300 Engineering will also review project schedules to proactively notify the Contractor and the City if they are in the verge of missing key project milestones, this way mitigation measures can be applied beforehand and impacts to the overall project schedule can be minimized. In addition, we normally work with the contractor on a 14-day look ahead to ensure that the contractor is considering all required elements to properly permit & construct the 3APPROACH + METHODOLOGYCLEAR & CONCISE PROJECT DOCUMENTATIONMINIMIZE THE NUMBEROF CLARIFICATIONS FROM POTENTIAL BIDDERS TRUSTED PROVIDER PROVENRESULTSWITHCONSTRUCTION ADMINISTRATION, MANAGEMENT & SUPPORT SERVICESTrenchless Pipeline Installation

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111project at hand. Our in-depth expertise and knowledge of the construction process for water and wastewater projects in Southeast Florida makes us a more informed and collaborative partner whose active participation is critical in achieving the City’s goals.Quality is one of 300 Engineering’s core values and what separates us from the rest. We ensure that our most experienced and qualiﬁed professionals are selected to perform comprehensive reviews of all our documents at every step of the project, including internal milestones. Our Project Manager and Technical Director will be responsible for ensuring all project deliverables meet company’s and client’s quality standards, as well as industry’s best practices, and applicable local state & federal regulations. In addition, they will be responsible for ensuring compliance with all procurement requirements to minimize issuance of RFIs and/or change orders during construction. At 300 Engineering, we believe in Disciplined Quality. Working with our Clients at the onset of the project, we establish a program of measurable expectations prior to project design. These result in a thorough quality plan that the City can rely on with conﬁdence. We conduct constructability and O&M reviews during each design phase to ensure our proposed improvements can be easily and safely operated and to optimize construction schedule without impacting project quality and system operations during construction. In addition to the deliverables, 300 Engineering will provide quality control documents at every milestone review, from conceptual design, all the way to the preparation of construction documents and speciﬁcations, including construction & commissioning phases. We propose the implementation Bluebeam Revu as our main tool to monitor and achieve the maximum quality that City deserves. We integrate our quality assurance and quality control (QA/QC) practices into the City’s protocols for project delivery. As described in the previous section, beyond checking and reviewing of drawings and deliverables, our quality program includes incorporating meetings with the City’s Project Management Team and O&M sta to solicit and gather their input, which will lead to preparation of submittals that satisfy the needs of the Public Works Department. Formal Design Workshops, deliverable review meetings and comments disposition management will allow the City and 300 Engineering to ensure that proper feedback is provided and implemented during the design process. In addition to developing a speciﬁc Quality Plan at the onset of the project, we will also request our Subconsultants to complete and submit their Quality Assurance Plan, which will be aligned with 300 Engineering’s processes and quality expectations. DESIGN QUALITY CONTROL (QC)Each member of the project team is required to comply with the QC procedures. At speciﬁc milestones identiﬁed at the beginning of each assignment, reviewers will be required to document the review comments, sign-o on completion of the deliverable(s) and place a record of the review in the project’s quality review records ﬁle. Each member of the project team is encouraged and expected to inquire of the Project Manager regarding any tasks that may be unclear or require additional clariﬁcation. The Project Manager is required to keep the designated QC 3APPROACH + METHODOLOGYQUALITY ASSURANCE/QUALITY CONTROL (QA/QC) MANAGEMENT PLANQUALITY CONTROL MILESTONES• SUCCESS FACTORS ESTABLISHED• KICK OFF MEETING HELD• QUALITY ASSURANCE AND CONTROL PLAN COMPLETED AND APPROVED• QA/QC REVIEW DOCUMENTS• PEER REVIEW OF DOCUMENTS• INTRA-DISCIPLINARY REVIEW• 30%, 60%, 90% & 100% REVIEWS• DRAWING SPEC CROSSCHECK• CONSTRUCTABILITY OPERABILITY REVIEWS• REGULATORY AGENCY REVIEWS• FINAL REVIEW

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reviewers for the project appraised of the project progress and is to ensure that all deliverables and work products receive timely reviews by the QC reviewers. Quality is paramount for 300 Engineering and all our sta members.PROJECT REVIEWSPrior to submittal of major deliverables, the Quality Assurance (QA) reviewer will conduct an independent review of the deliverable. This is in addition to routine QC reviews that are conducted throughout the design process. Any work that does not meet internal quality standards will be noted and changed accordingly. Subsequent to the reviews, the Project Manager will prepare documentation recording the basis of the reviews, the speciﬁc items that were reviewed, the ﬁndings of the review, and any follow-up required. Our Team’s approach to quality establishes project-related policies, procedures, standards, training, and guidelines to verify that services and work products meet or exceed the City’s expectations. 300 Engineering’s approach to change management is two-fold. From the onset of the project we focus on risks identiﬁcation and minimization, as well as, on establishing a clear path to follow in case changes are required at any phase of the project. The goal is to minimize impacts to the project scope, budget and schedule by promoting early identiﬁcation of issues, deﬁning mitigation & management processes and fostering ecient coordination between the City and 300 Engineering. In an eort to provide a proactive issue resolution and change management plan to the City, we have prepared a preliminary risk identiﬁcation matrix for water and wastewater infrastructure projects, as presented below. 3APPROACH + METHODOLOGYAPPROACH TO ISSUE RESOLUTIONID DESCRIPTION OF ISSUE CONSEQUENCES MITIGATION ACTION (PREVENTITIVE, CONTINGENCY OR RECOVERY)1 Utility Conﬂict Delays in project design and/or construction• Understanding what level of utility location and coordination was performed during design• coordinate well in advance with respective utilities in site and acquired contact person• Assign dedicated personnel to perform Subsurface Utility Engineering (SUE) and mitigate all utilities and potential conﬂicts2 Poor Soil Conditions Project delay, construction change orders• Review existing data • Analyze geotechnical evaluation and suggest best methods of construction for site 3 Easement Delays Project delay • Review existing property legal data to identify and obtain any required easements early in project stage • Utilize experienced public outreach team to expedite legal description agreements with appropriate entities • Ensure every project site has a legal description, infrastructure is located within legal limits, any encroachments are noted and any updating of adjacent easements are noted 4 Permitting Delays Project delay • Identify and obtain dry-run permits with respective agency• Assign personnel with seasoned experience working with local, state, and federal regulatory agencies • Work closely with municipalities/agencies: Utilize a streamlined point of contact5 Schedule or Cost overruns Budget overruns • Closely track and report schedule and costs • Develop schedule with necessary ﬂoat time and/or execute items in parallel • Develop sucient and accurate monetary contingencies or allowances based• Continuously monitor the costs of project execution, identify and track cost trends, and forecast costs to complete CHANGE MANAGEMENT PLAN

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113As described in the resolution matrix, adequate risk identiﬁcation and mitigation plans will lead to minimization of changes and impacts to the project. However, when changes are needed to adapt to unforeseen conditions and/or new requirements, 300 Engineering applies a systematic methodology, in coordination with the City to:3APPROACH + METHODOLOGY- IDENTIFY CHANGE -- IDENTIFY CHANGE -1234- EVALUATE CHANGE -- EVALUATE CHANGE -- APPROVE CHANGE -- APPROVE CHANGE -- IMPLEMENT CHANGE -- IMPLEMENT CHANGE -Changes can be related to scope modiﬁcations, design modiﬁcations, regulatory requirement updates, force majeure, among others. Determine the urgency and criticality; assess the impact on the project, safety, environment and/or public; classify change and deﬁne next steps.After the evaluation has determined a change is to be conducted, changes are to be approved by 300 Engineering’s and the City’s Project Management Team, no changes shall be implemented without the City’s approval. Depending on the magnitude and nature of the change, multiple levels of approval might be required.Upon approval, 300 Engineering will coordinate with the City for adequate and expedited change implementation. Several parties might be required to take active action whether changes are needed for design components, subconsultant’s scope, contractor’s work, or City’s responsibilities, 300 Engineering will ensure all parties involved are properly informed, engaged and coordinated. APPROACH TO ISSUE RESOLUTION - continuedID DESCRIPTION OF ISSUE CONSEQUENCES MITIGATION ACTION (PREVENTITIVE, CONTINGENCY OR RECOVERY)6 Public Complaints/Concerns Project Delay • Utilize experienced public outreach team to create a Community Awareness Plan following the City protocols • Elevate concerns as required• Conduct meetings to achieve a basic level of community input and to exchange information with a range of residents. 7 Accidents/Injuries Project Delay / Possible Litigations• Develop and implement Health & Safety Plans for each and every project• Implement an active safety training program, focused on work risks and accident/incident prevention• Keep a zero-tolerance policy to unsafe practices8 Stang Issues (resources for handling multiple projects simultaneously)Project delay and missed proj-ect dates• Ensure duplicate resources on project> Include specialty services on Team• Be prepared to acquire additional resources as needed

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3APPROACH + METHODOLOGYPROJECT COMMUNICATIONS AND PUBLIC OUTREACH PLANAs we have highlighted throughout our Project Approach, eective communication and close coordination is a key component to successful project management and delivery. Our Team uses innovative forms of communication with the community, City sta and multiple stakeholders in order to engage interested parties with the project. Some of the innovative ways we accomplish this is through the use of web portals to show progress status and results of our evaluations. This has been particularly successful in SSES and I&I projects with the Miami Dade County Water & Sewer Department, City of Coral Gables, Town of Surfside and North Bay Village, where project portals have been created to track and manage 300 Engineering’s progress by our Management Team and the Client’s. PROJECT COMMUNICATIONS PLANOur team also follows consistent methods for communication throughout the project’s life. As demonstrated in our previous experience with the City, we maintain open communication with the City’s team which allows to ensure that the ﬁnal product matches or exceeds initial expectations. 300 Engineering ensures that the communications are detailed and adequate to eectively reach all the individuals with whom we must communicate eectively. We establish a communication plan at the onset of a project in order to:• Enable open, direct communication. All Team leads for any project respond with one call and can communicate or respond to any question the City may have• Improve the eectiveness of communications, including frequency and quality• Keep individuals engaged in the initiative through open communications• Get stakeholders involved in communications through enabling for more eective two-way conversations• Ensure that the needs of City, community, and other stakeholders are metThis eective and open communication approach has resulted in successful project delivery for our diverse clients, including the City of Miami Beach, being the Bayshore Park Water Main and Force Main Replacement project a clear example of this.We utilize several modes or channels of communication including:• In-person and online kick-o, coordination and project wrap-up meetings with the City • Internal collaborative meetings• Use of website or portal established speciﬁcally for the project• Tracked e-mail communications• Chat technology• Project newsletters• Virtual meetings• Conference calls/videoconference callsInteractive Portal developed for the City of Coral Gables SSES Management

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115PUBLIC OUTREACH PLANOur team has extensive experience supporting Community Participation and Public Involvement from the very beginning stages of project planning through design and construction. At the request of the City, Our Public Outreach Specialist Subconsultant, Bermello & Ajamil will be responsible for generating and reproducing all types of graphics, exhibits, presentations, newsletters, video simulations, modeling, websites, news releases, advertisements, and press kits to allow eective community outreach. The expert team of Bermello & Ajamil, more speciﬁcally Tere Garcia, is well versed in engaging with the community and responding to questions, thereby providing an opportunity for the community to be involved in developing the potential range of solutions to be studied throughout a project. They can successfully handle these eorts to the degree desired by the City. We understand the importance the residents place on the visual appearance of the worksite and minimizing workﬂow delays or interruptions. Throughout all future projects, it is expected that the community will be interested on any impacts to local businesses, residences, any emergency services, and anticipated construction schedules. Ms. Garcia, Our Public Outreach Specialist Subconsultant, Bermello & Ajamil, will be the point of contact for the Community, alleviating the burden on City’s sta.The 300 Engineering team fully understands the impact that any construction project has over our community. As such, the routine activities the community is likely to be inconvenienced by:• Trac delays due to trac signage, ﬂagmen, and detours through the existing narrow two-way streets• Dust and noise disturbances as a consequence of equipment operation • Health and safety concerns by residents having to tolerate the inﬂated dust levels and heightened risk of accidents that result when trucks are detoured to unfamiliar routes• Access restrictions to business in the vicinity of the construction zone, resulting in potential loss of revenue• Heavy vehicle stalling that arises when trucks are forced to remain idle in long trac queues• Possible disruptions to power, telephone, and water if there are accidental breaks during construction• Disturbed driveways and green areas due to heavy equipment activities 3APPROACH + METHODOLOGYTere Garcia has over 30 years of experience in the ﬁelds of planning, public participation, governmental and media relations. Twenty-ﬁve of those years has been spent speciﬁcally in the public involvement ﬁeld concentrating on transportation and infrastructure projects. Her training as an architect and planner provides her a unique perspective to understand complex technical issues and have the ability to translate them into plain language for the public. PROJECT PLANNING/DESIGN• Project Newsletters• Project Website• Timeline & Milestones• FAQ• Public Townhall Meetings• Project Fact SheetCONSTRUCTION• Designate Public Outreach Ocer • Homeowner Agreements• Project Signs and Banners• Pre-Bid Notice• Contractor Selection Notice• Customer Service Request Tracking SystemCLOSE-OUT• Project Closure and Customer Satisfaction Questionnaire• Project Completion Notiﬁcation• Update of project website

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3APPROACH + METHODOLOGYOur Team is fully aware of the expected community concerns and will employ every measure to mitigate them. To address community impacts and minimize complaints, the Team will develop and implement a community outreach plan in close coordination with the City. It may include organizing public campaigns, hosting town hall meetings, circulating literature, or creating webcasts in an eort to inform the community about the project and rally support for the project within the community. Our recent experience working with the City of Coral Gables is a strong proof of our community involvement process understanding. 300 Engineering was tasked in early 2019 to complete a City-wide Sanitary Sewer Smoke Testing as required by the Florida Department of Environmental Protection (FDEP) in the City of Coral Gables. Right at the onset of the project 300 Engineering discussed with the City’s Project Manager the importance of conducting a thorough and robust Community Outreach Program. As such, 300 Engineering performed the following actions:• Contacted and Informed City of Coral Gables Fire Department• Contacted and Informed City of Coral Gables Police Department• Contacted and Informed 911• Prepared notice posted at the City of Coral Gables website• Prepared and distributed over 11,000 door hangers to City’s Residents and Businesses• Responded to questions and concerns by the City’s Residents and StakeholdersAs a result, zero incidents and complaints were recorded by the City or 300 Engineering. Additional success stories have been observed in design projects as well, where close coordination with our client and the community has led to value added for all project stakeholders. In this case, 300 Engineering conducted several community meetings with residents of the City of Coral Gables to discuss the improvements of the Sanitary Sewer Pump Station D. The involvement of the community from the early stages of the project allowed for the design of a beautiﬁed green space within the project area, which not only will increase the aesthetic appeal of the project site but will also increase project resilience by minimizing the impervious area and improving stormwater management on site. Stakeholders were completely satisﬁed with the proposed improvements resulting in happy Constituents and City team members.Smoke Testing Door HangersLandscape Improvements for PS-D, Incorportated as a direct result of eective community involvlement eorts.

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121EXPANDED PROJECT DESCRIPTION & SCOPE OF SERVICES: The City of Miami Beach (City) owns, operates, and maintains a water distribution system within its service area. The system consists of water supply interconnections with the Miami Dade Water and Sewer Department (WASD); pumping & storage facilities; and water distribution/transmission pipelines. The City receives its potable water from the mainland by four (4) interconnections with WASD’s transmission system. The water from the interconnects is pumped by booster pump stations owned and operated by the City. Pump Station W-2 is located at the intersection of 75th Street and Dickens Avenue, and it boost pressures in the system by drawing water from the two (2) 4MG above ground tanks, located in the facility. The pump station includes an above-grade pump building which houses three (3) booster pumps and a pressure control valve, with a total installed capacity of 14,000 gpm. The electrical service to the pumps is provided from a separate electrical building (located at the same site) that houses the electrical gear and diesel emergency generator. The rehabilitation and hardening of the booster Pump Station W-2 has been deemed as a high priority project for the City. The CIP process pipes and yard pipping are above their expected useful life, present severe corrosion and are in need of replacement, the pumps and motors also exceeded their life expectancy and need to be replaced. In addition, the City received a grant from the State of Florida to harden its critical infrastructure. The rehabilitation and hardening of this pump station includes: • Replacement and relocation of the cast iron process piping. The discharge header shall be relocated to a more accessible location within the of the pump station building • Replacement of the pumps suction header and suction lines to each pump • Replacement of the intake isolation valves located within the pump station • Installation of a new intake/discharge water main up to the pump station property line. • Replacement of the pump station yard piping• Installation of a temporary skid mounted by-pass system to ensure uninterrupted water services during construction• Installation of permanent by-pass connections to increase pump station resiliency • Pumps and motors replacement• On-site generator replacement• Hardening of the pump station building with the installation of new ﬂood doors and impact resistant windows• Hardening of the electrical/generator rooms with the installation of new ﬂood doors, and impact resistant louvers• HVAC improvements with replacement of outdated and out of compliance ventilation and air conditioning equipment44.1 - EXPANDED PROJECT PROFILES

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123EXPANDED PROJECT DESCRIPTION & SCOPE OF SERVICES: The City of Miami Beach (City) is a Miami-Dade County Volume Sewer Costumer (VSC) and conveys its wastewater to the County’s wastewater collection and transmission system by means of a subaqueous 60-inch diameter pipeline under the Government Cut that discharges to the Central District Wastewater Treatment Plant (CDWWTP) for treatment and ﬁnal disposal. The City’s wastewater system includes approximately 117 miles of gravity mains, over 3,100 manholes, 23 pump stations and approximately 24 miles of force mains. The City has conducted an evaluation of the main assets that constitute this system and has developed a prioritization of projects to upgrade, replace and/or repair the existing infrastructure. The rehabilitation of PS-1 is considered a high priority project and is to be implemented in 2022.Pump Station 1 is a dry-pit pump station with four (4) 150 HP Fairbanks Morse pumps Model 12-2446, with 22.85-inch impellers operating at 885 rpm. These variable speed pumps operate on VFDs. The pumps are operating at a rated point of 5250 GPM at 103 ft TDH each, with a total installed capacity of 21,000 gpm. Pump Station 1 receives ﬂows from its own basin and also repumps ﬂows that are generated from PS2, PS4, PS5, and PS30 and received through a 36-inch gravity main. These ﬂows are then pumped through a 30-inch force main which directs the wastewater through the City’s force main system towards Miami-Dade County CDWWTP. The pump station has two (2) wet wells, one (1) on-site 625 kVA emergency generator, and an above ground electrical room.Most of the process mechanical, electrical, instrumentation & controls, as well as HVAC equipment has reached the end of its useful life, are corroded and present challenges for the City’s O&M sta to maintain and operate. Some of the isolation valves on the pumps suction lines do not work properly. In addition, the City has been awarded a grant through the Rebuild Florida Critical Facility Hardening Program (RFCFHP) to implement hardening and storm prooﬁng measures to this critical facility. The pump station rehabilitation scope includes replacement of pumps & motors, seal water system, pipping & valves, control panels, VFDs, instrumentation and wet well coating. The hardening scope includes HVAC improvements, generator replacement, accessibility improvements, storm prooﬁng (ﬂood, wind and impact protection). Coordination for the installation of the City’s new SCADA system is required for this pump station as well.300 Engineering worked with the City of Miami Beach to evaluate the project as deﬁned by the CIP, along with the hardening goals, to ensure all critical features could be completed within the available budget. In addition, 300 Engineering assisted the City in verifying no conﬂicts existed between the two scopes.Key scope elements for this project include:• Complete rehabilitation of a major 4-pump sanitary sewer pump station • Resiliency and sustainability design for hardening of critical infrastructure• Evaluation of the CIP project 44.1 - EXPANDED PROJECT PROFILES

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APUMP STATIONSCATEGORIES:TEAM EXPERIENCE:300 Engineering Group, P. A.Bermello and Ajamil PROJECT NAME/LOCATION: $215M Pump Station Improvement Program (PSIP) Miami Dade County - Miami, FL.SCOPE OF SERVICES PROVIDED:Planning and engineering, design management, construction management & daily inspections, inﬁltration/inﬂow management, cost estimation, pump station analysis, project implementation scheduling, document control, PCTS health and safety services, permitting coordination, value engineering, invoice processing, hydraulic modeling coordination, compliance reporting, public outreach.PROJECT OWNER:Miami-Dade Water and Sewer Dept.REFERENCE CONTACT: Rolando Roque, PEE: roquer@miamidade.govP: 786-552-8129COMPENSATION FOR SERVICES:$24,000,000PROJECT START DATE: 01/2014PROJECT END DATE: 07/2021CONSTRUCTION COST: $215MMCONSTRUCTION START DATE: 11/2014CONSTRUCTION END DATE: 07/2021BRIEF PROJECT DESCRIPTION: Program and Construction Management for upgrading the Wastewater Collection and Transmission System (WCTS) which involves the rehabilitation of 118 sewage pump station basins in the County, covering over 153 pump station and force main projects.The Miami-Dade Water and Sewer Department (WASD) established a Program and Construction Management for the implementation of a Pump Station Improvement Program (PSIP) for upgrading the Wastewater Collection and Transmission System (WCTS) which involves the rehabilitation of 118 sewage pump station basins in the County, covering over 153 pump station and force main projects, plus an Inﬁltration and Inﬂow (I/I) reduction program for over 50 basins.Pump stations required certiﬁcation of meeting a nominal average pump operating time (NAPOT) of less than or equal to 10 hours per day, and also be capable of meeting peak ﬂows and peak pressures criteria. 300 Engineering was part of the Program Management Team, responsible for the following four phases:1. Planning and Engineering –includes the preparation of basis of design reports, development for pump station and force main projects, data acquisition and analysis, SCADA monitoring of pump station, deﬁnition and preparation of remedial plans (which can include I/I repairs, O&M recommendations and/or complete rehabilitation) and coordination with WAD’s Pump Station Division for project’s prioritization2. Design Management: – includes coordination and management of eight (8) design consultants for the preparation and review of design submittals to ensure compliance with the requirements for each project and permitting agencies. This phase also involves coordination with permitting agencies, such as Miami-Dade County Regulatory and Economic Resources (RER), Miami-Dade County Public Works, Miami-Dade County Building Department, Florida Department of Transportation (FDOT), among others. Coordination with Florida Power & Light (FPL) was also crucial during this phase to guarantee prompt project completion without missing regulatory deadlines.3. Construction Administration, Management and Inspection Services – for the multiple pump station and force main contractors selected for this program through the County’s MCC 7040 procurement method. 4. Inﬁltration and Inﬂow Management – which entails the management and coordination of 4 dierent contractors for Manhole, Sanitary Sewer Evaluation Survey (SSES), CIPP, and Dig and Replace (D&R) contracts.EXPANDED PROJECT DESCRIPTION & SCOPE OF SERVICES:PUBLIC OUTREACHH44.1 - EXPANDED PROJECT PROFILES

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APUMP STATIONSCATEGORY:TEAM EXPERIENCE:300 Engineering Group, P. A. PROJECT NAME/LOCATION: $1.9B USEPA Consent Decree Miami Dade County - Program, Design & Construction Management and Support Services.SCOPE OF SERVICES PROVIDED:Program Management, Construction Management, Hydraulic Modeling, Scheduling, Cost Estimates, Engineering Studies, Public Outreach, Development Coordination, Engineering Analysis, Inspection and Document ControlPROJECT OWNER:Miami-Dade Water and Sewer Dept.REFERENCE CONTACT: Nelson Perez-Jacome, PEE: Nelson.Perez-Jacome@miamidade.govP: 786-552-4400COMPENSATION FOR SERVICES:$91,000,000PROJECT START DATE: 06/2014PROJECT END DATE: ON-GOINGCONSTRUCTION COST: $1.9BCONSTRUCTION START DATE: 06/2014CONSTRUCTION END DATE: ON-GOINGBRIEF PROJECT DESCRIPTION: Program and Construction Management Services Related to the Wastewater System Priority Projects, included in WASD’s third Consent Decree with USEPA and FDEP. Miami-Dade Water and Sewer Department (WASD) entered into a federally mandated Consent Decree with the United States Environmental Protection Agency (USEPA) and the Florida Department of Environmental Protection (FDEP) committing to making improvements to the wastewater collection and treatment system.The PMCM Team was selected as Owner’s Representative by WASD to provide Program and Construction Management Services Related to the Wastewater System Priority Projects, included in WASD’s third Consent Decree with USEPA and FDEP. Our team is responsible/leading the management of three (3) major design consultants divided into the following programs:• Design Services for Wastewater Collection and Transmission Systems (WCTS) Related to Consent Decree Projects• Consent Decree Capacity Management, Operation, and Maintenance Programs (CMOM)• Design Services for Wastewater Treatment Plants Related to Consent Decree Projects300 Engineering Group, P.A, as subconsultant to the Program Management and Construction Management Team, leads the WCTS and CMOM tasks. 300 Engineering manages over ninety-three (93) Pump Station and Force Main and Projects from conception to project certiﬁcation, including the following phases: Engineering Design, Permitting, Procurement, Construction, Project Certiﬁcation.Pump Station Projects Pump Station Projects range from local pump stations to regional and booster stations. Local pump stations must be certiﬁed as capable of meeting a nominal average pump operating time (NAPOT) of less than or equal to ten (10) hours per day. Also, our Team is evaluating the operating conditions of Regional and Booster Stations, including triplex and bigger pump stations, that require upgrades such as: electrical equipment replacement, wet well maintenance, pump station relocation, pumps & motors replacement, process & yard piping replacement, modiﬁcation to the pump station conﬁguration, among others. These large pump stations are required to be operating in optimum conditions to meet Ocean Outfall Legislation requirements.EXPANDED PROJECT DESCRIPTION & SCOPE OF SERVICES:44.1 - EXPANDED PROJECT PROFILES

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APUMP STATIONSCATEGORY:TEAM EXPERIENCE:300 Engineering Group, P. A. PROJECT NAME/LOCATION: Westwood Lakes Facility, PS 536, and PS 1310 HardeningSCOPE OF SERVICES PROVIDED:Preliminary Engineering, Hazard Identiﬁcation, Sea Level Rise Considerations, Detailed Report Development, Detailed Design Services and Permitting SupportPROJECT OWNER:Miami Dade Water & Sewer DeptREFERENCE CONTACT: Justino MoncadaE: Justino.Moncada@miamidade.govP: 786.552.4436COMPENSATION FOR SERVICES:$188,000PROJECT START DATE: 10/2021PROJECT END DATE: On-GoingCONSTRUCTION COST: $2.7MBRIEF PROJECT DESCRIPTION: Preliminary engineering and permitting design services for hardening of the Westwood Lakes Facility (including PS-683), PS-536 and PS-1310. The project involves ﬂood, impact and wind protection for damage mitigation under severe weather events.The Miami-Dade Water and Sewer Department (WASD) request-ed the team to provide engineering and design services for hardening upgrades to the Westwood Lakes Maintenance Facil-ity (Westwood Lakes), Pump Station (PS) 0683, PS 0536, and PS 1310. These upgrades are to be conducted as part of the Federal Emergency Management Agency (FEMA) project number 4337-155-R. These facilities are crucial for WASD, and therefore, add-ing ﬂood, wind, impact and emergency power supply protection will help reduce damages during a storm event:The Westwood Lakes facility is located at 4801 SW 117th Avenue. Westwood Lakes is a large maintenance facility and administration building which serves as one of the hubs for WASD SCADA Division and houses the Division’s emergency command center for all PS operations. The facility also includes PS 68 3, which is a regional triplex pump station that conveys 5.76 mgd of wastewater.EXPANDED PROJECT DESCRIPTION & SCOPE OF SERVICES:44.1 - EXPANDED PROJECT PROFILES

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129PS 0536 is located at 8989 SW 117th Avenue. PS 0536 is one of the main booster station that services the ﬂows generated by the Kendall West community, conveying approximately 76 mgd of wastewater. The PS has four centrifugal pumps with 800-horsepower motors and two 1,750-kilowatt natural-gas-engine generators.PS 1310 is located at 150-100 NW 151st Street and Douglas Road, but most notably, it is at the end of a former runway at the Opa-Locka Airport. PS 1310 is a booster station that serves an expansive region to the north portion of Miami-Dade County, including the entire City of Hialeah, and conveys approximately 61 mgd of wastewater.The proposed upgrades for these facilities include:• Install a new, dual-fuel, diesel-natural gas generator in a sound-attenuated, wind-rated enclosure at the Westwood Lakes facility• Install approximately 600 linear feet of underground natural gas supply line from 117th Avenue to the new generator at the Westwood Lakes Facility. • Incorporate wind and ﬂood protection to the PS 683 building, with the installation of ﬂood resistant doors and impact resistant louvers• Installation of a new (third), redundant, natural-gas generator at PS 536• Incorporate wind and ﬂood protection to the PS 536 Electrical building, with the installation of impact resistant doors and louvers• Incorporate wind and ﬂood protection to the PS 1310 building, with the installation of ﬂood resistant doors, impact resistant louvers, impact resistant doors and ﬂood gatesThe ﬁrst phase of the project included the preparation of a detailed preliminary design memorandum to evaluate hardening alternatives and select the best solution for each case. This evaluation also included a structural assessment of the PS integrity and deﬁnition of the design criteria for the selected hardening alternative. The hardening evaluation included three phases: 1. Development of a listing of vulnerable assets considering nature of threat posed for each (for example, wind or ﬂooding hazard) and critical threshold elevation for ﬂooding2. Identiﬁcation of possible damage mitigation alternatives for the various assets identiﬁed in Step 13. Preparation of a relative ranking of the alternatives based on evaluation criteria, such as eectiveness of the alternative, practicality, alignment with guidelines/scope, impact to facility operation, and estimated cost 300 Engineering is responsible for the hardening evaluation as well as the civil, architectural and structural design disciplines. Key scope elements for this project:• Engineering and design services for hardening upgrades of regional and booster pump stations• Resilience and sustainability considerations• Flood, impact and wind protection of critical assets • Detailed vulnerability assessment 44.1 - EXPANDED PROJECT PROFILES

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BI/I & SSESCATEGORY:TEAM EXPERIENCE:300 Engineering Group, P. A. Bermello and Ajamil PROJECT NAME/LOCATION: Sanitary Sewer Evaluation Survey (SSES) and Inﬁltration & Inﬂow (I/I) Repair Inspection Services for Miami Dade County Pump Station Improvement Program/ Miami-Dade County, FL SCOPE OF SERVICES PROVIDED:Inﬁltration & Inﬂow Management and Inspections, Construction Management & Inspection (CEI) Services Planning & Engineering, Design Management, and Program ManagementPROJECT OWNER:Miami-Dade Water and Sewer Dept.REFERENCE CONTACT: Rolando Roque, PEE: roquer@miamidade.govP: 786-552-8129COMPENSATION FOR SERVICES:$847,000PROJECT START DATE: 09/2014PROJECT END DATE: 09/2015CONSTRUCTION COST: $8,470,000CONSTRUCTION START DATE: 09/2014CONSTRUCTION END DATE: 09/2015BRIEF PROJECT DESCRIPTION: The SSES and I/I Repair Program consisted on a one-year Countywide Contract for PSIP PS Sanitary Sewage System SSES Inspection, Rehabilitation of PSIP PS Sanitary Sewage System by Cured-In-Place Pipe Lining Method, Dig & Replace Method, and Manhole Rehabilitation. 300 Engineering was the program manager for the SSES and Inﬁltration & Inﬂow (I/I) Repair Inspection Services for the Miami Dade County Pump Station Improvement Program (PSIP). The project included the following phases:1. Annual Cleaning Video Recording and Smoke Testing of Selected Portions of WASD Sanitary Sewer System • Cleaning, video recording and smoke testing of approximately 736,600 linear feet of sanitary sewer gravity collection lines of varying diameters• Cleaning and inspection of 40 pump station wet wells2. Rehabilitation of Manholes Inﬂow & Inﬁltration (I/I) Repair for PSIP Projects • Rehabilitation of approximately 415 manholes in various locations within Miami-Dade County• Cleaning of manhole structures, surface preparation, concrete repair and restoration, installing concrete protective coating, sealing exterior voids of leaks with a chemical grout, cleaning and restoring exposed reinforcing, rehabilitation of the manhole bench and ﬂow channels, installing plugs and thru pipe as requiredEXPANDED PROJECT DESCRIPTION & SCOPE OF SERVICES:44.1 - EXPANDED PROJECT PROFILES

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1313. Rehabilitation Sanitary Sewers by the CIPP Method for PSIP Projects• Rehabilitation of defects in 8-Inch through 36-inch diameter gravity sanitary sewer pipes by the cured-in-place pipe lining method, at various locations within Miami-Dade County. • Supplementary cleaning of aected gravity sanitary sewers• Isolation of sewer segment to be repaired• Inspection via closed circuit television (CCTV)• Installation of CIPP liner and reinspection with CCTV4. Removal and Replacement of Sanitary Sewer Gravity Mains – Dig & Replace Project• Removal and Installation of approximately 8,250 LF of 8-inch to 24-inch gravity mains • Removal and Installation of approximately 9,000 LF of 6-inch laterals• Making the connection from the existing sewer lateral to the new lateral piping, including the saddle connection• Complete Roadway and swale restoration, as necessary• Replacement of concrete driveways encountered within the limits of construction300 Engineering provided the following Construction Management & Inspection Services • Review of Stang Plan with supporting data • Review and approval of Mobilization Plan• Review of Schedule and Sequence of Work detailing how the contractor will perform all the work in the allotted completion time• Review of Hurricane Preparedness Plan of Action • Review of Project speciﬁc Manual of Safety Practices • Review and Approval of Bypass Pumping/Flow Control • Ensuring contractor adheres to the Construction Speciﬁcations• Review and Processing of Shop Drawings for all materials and equipment • Inspection of all equipment, including CCTV Trucks, plugs (for all pipe sizes to be encountered), safety equipment, etc.• Assistance and Coordination with Permitting Agencies and Municipalities regarding requirements for work within their jurisdiction • Ensuring Contractor complies with OSHA requirements • Project Close-out44.1 - EXPANDED PROJECT PROFILES

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133Additionally, 300 Engineering further evaluated the I/I throughout the City by performing Water Consumption and Environmental Factor Analyses. These studies allowed to compare metered wastewater ﬂows versus water usage, as well as to examine the relationship between system-wide wastewater ﬂows and environmental factors, such as, rainfall, groundwater and tidal elevations for the one-year period of 2019. The ﬂow analyses allowed to quantify I/I and demonstrate that rainfall, groundwater levels, and tidal ﬂuctuations had a considerable impact on the City’s wastewater collection system, most likely as a result of existing defects that facilitated the entry of clean water from these extraneous sources.300 Engineering conducted a City-wide Smoke Test on the sewer collection system. The test was performed during the dry season and comprised approximately 360,000 LF of gravity mains. It allowed to report any existing cross-connections with the City’s stormwater drainage system, as well as to record all observable defects or sources of smoke exﬁltration. Simultaneously, Visual Manhole Inspections were performed to evaluate the physical condition of these structures. Based on the SSES results obtained, 300 Engineering prepared the City’s Third Cycle Phase 1 and 2 SSES Report for submittal to the Miami-Dade County Department of Regulatory and Economic Resources (RER).300 Engineering performed a qualitative and quantitative analysis for the I/I at each of the City’s thirty-ﬁve (35) basins from 2017-2019. A prioritization of the sewer basins was established based on the I/I estimation results, in accordance to the requirements of the USEPA Consent Decree and Section 24-42.2 of the Code of Miami-Dade County. Each of the City’s sewer basins were categorized based on an assigned prioritization to target I/I reduction. The Prioritization Criteria included I/I Severity, Pipe Age, Pipe Material, and Suspected Lateral issues, among others.A comprehensive Corrective Action Plan was developed as part of the SSES report including recommended priorities, timelines, tactics and initiatives, and the associated preliminary estimated costs for implementation. Driven by the need for a phased I/I reduction program with speciﬁc targets and deadlines, the following objectives were set for the City’s I/I program:• Strategic I/I reduction plan to address critical areas• Target basins with high ﬂows and those which involve critical pump stations• Set speciﬁc I/I targets for basins • Develop a step-wise I/I Reduction Plan. The Corrective Action Plan included a lifecycle cost assessment, Savings Beneﬁt-to-Cost Ratio, Internal Rate of Return, and Payback Period for the proposed I/I investigation and rehabilitation measures. Following the implementation of some of the rehabilitation work proposed, 300 Engineering conducted Field Flow Monitoring tests at the seven (7) sewer basins that were initially found to be out of compliance with the 5,000 GPDIM I/I standard. The objective was to re-evaluate the ﬂows at each pump station in order to determine their basin’s current compliance status.44.1 - EXPANDED PROJECT PROFILES

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135a Volume Sewer Customer (VSC) of MDWASD. The Miami-Dade County Code requires VSCs to perform a variety of activities related to the collection system’s assessment, rehabilitation, and management.300 Engineering performed Smoke Testing of the Town’s sanitary sewer collection system as part of the SSES assessment required for compliance with Miami-Dade County Code. Smoke testing was performed during dry weather and in low-wind conditions. The evaluation consisted of using an air blower to force non-toxic low-pressure smoke into the sewer pipes and documenting the locations of smoke exﬁltration. After the test was completed, the smoke test results were reviewed to identify repair tasks to be performed by the Town and identify corrective actions for which property owners would be notiﬁed and held responsible to complete. 300 Engineering created an interactive smoke test tracking dashboard to manage the project progress, create visibility for project stakeholders and manage the smoke test repairs.Additionally, 300 Engineering conducted Visual Manhole Inspections as part of the SSES assessment due to the susceptibility of manholes to structural defects and/or I/I. Manhole Inspections provide the Town with valuable information on the physical condition of the manholes, and an opportunity to observe pipe diameters, inverts, network connectivity, and possible surcharging within mainline gravity sewers. Manholes can be a signiﬁcant source of I/I into the collection system through missing inserts (rain dishes), loose joints, cracks, or damaged frames and covers. Furthermore, 300 Engineering prepared the Town’s Current Cycle 3 Phase I SSES Report for submittal to the Miami-Dade County Department of Regulatory and Economic Resources (RER).300 Engineering reviewed ﬂow measurements performed and approved as part of the SSES 2nd Cycle to be used as credits for the 3rd Cycle. Approved Night Flow measurements are included as part of the report. In addition, 300 Engineering compared the Town’s wastewater ﬂows against water meter usage, rainfall data, groundwater table elevations and tidal elevations and assess the impact of Base I/I, Rain Dependent I/I (RDI/I), and Tidal I/I. The report provides a review of the data obtained from the Town’s preliminary sewer system survey, the analysis of the system’s condition, and the development of an action plan to minimize I/I levels.A Corrective Action Plan was developed as part of the SSES report including recommended priorities, timelines, tactics and initiatives, and the associated preliminary estimated costs for implementation. Driven by the need for a phased I/I reduction program with speciﬁc targets and deadlines, the following objectives were set for the Town’s I/I program:• Prioritization Plan for I/I Reduction including Sanitary Manholes Repairs, CCTV Inspection of Gravity Mains, Inspection of Suspect Lateral DefectsThe Corrective Action Plan included a lifecycle cost assessment, Savings Beneﬁt-to-Cost Ratio, Internal Rate of Return, and Payback Period for the proposed I/I investigation and rehabilitation measures.44.1 - EXPANDED PROJECT PROFILES

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137County Code. As a result, the Miami-Dade Department of Regulatory and Economic Resources (RER/DERM) placed all but one (1) of the Village’s sub-basins under INCOMPLETE (IN) Moratorium status. Due to an insuciency of supporting documentation on the activities performed as part of the SSES, RER/DERM issued an RFI to the Village requesting additional information to validate their pump station basins and sanitary sewer collection system’s condition/status. The Village requested 300 Engineering to assist in bringing the Village’s basins into compliance with the County Code by re-assessing the system and providing a response to RER/DERM’s RFI. To this eect, 300 Engineering developed a customized I/I Plan of Compliance for the Village. The Plan was also developed to maximize cost-eectiveness by responding to the RER/DERM RFI while simultaneously satisfying the upcoming SSES Third Cycle Report requirements.The Plan was comprised of various steps to ensure that a holistic analysis of the Village’s I/I predicament was conducted and executed, these steps being:1. Performing Night Flow Isolation and Visual Manhole Inspections2. Performing Night Flow Tests3. A Water Consumption Analysis and GPDIM Calculations4. Smoke Testing5. Developing a Cost-Eective Rehabilitation Prioritization PlanAs a response to the RFI prepared by RER/DERM, 300 Engineering developed a report based on the Compliance Plan, which highlighted the overall assessment of I/I in the Village’s sanitary sewer collection system, including the results of all performed tests, inspections, and calculations, as well as a summary of the Village’s past rehabilitation work, recommended rehabilitation work, and a Cost-Eective Rehabilitation Prioritization Plan. The recommended rehabilitation work included the following in order to tackle the Village’s I/I issues:• Cleaning and closed-circuit televising (CCTV) inspection of gravity main segments with observed I/I and suspect laterals• Additional repairs, such as point repairs, resulting from the CCTV inspections• Manhole defect repairs• Cured-in-place-pipe (CIPP) lining of gravity segments not previously linedOnce the I/I Plan of Compliance was completed, 300 Engineering held a coordination meeting with the Village and RER/DERM to address any concerns before ﬁnal submission. Following this meeting, 300 Engineering presented the I/I Compliance Plan, ﬁndings and recommendations at the Village’s monthly Commission meeting. The key to the success of this project was ongoing coordination with the project stakeholders & providing the Village with a clear and focused, cost-eective approach.44.1 - EXPANDED PROJECT PROFILES

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139EXPANDED PROJECT DESCRIPTION & SCOPE OF SERVICES: The City of Miami Beach (City) owns, operates, and maintains a water distribution system and wastewater collection of transmission system within its service area. The systems total over 200 miles of pressurized pipe ranging from 2-inch to 54-inch in diameter. In general, the water & sewer infrastructure is aging and in need of repair/replacement. The City is planning a redevelopment of the former Par 3 golf course with the installation of the new Bayshore Park, which is a signature project for the City and will provide the community with new green space with resiliency components, stormwater management and recreational spaces. The park was in the ﬁnal stages of design and permitting when the City identiﬁed the need of replacing two (2) vital pipes that are sitting with the park area: a 30-inch CIP force main and a 20-inch CIP water main. Both pipes were installed over 70 years ago and would create signiﬁcant challenges to replace and/or repair after the new Bayshore Park is constructed. Therefore, the City requested 300 Engineering to provide expedited engineering, design and permitting services to prepare the construction documents for the replacement of these two critical pipes before the completion of the design and permitting of the Bayshore Park project. 300 Engineering developed and implemented an expedited project schedule in close coordination with the City to comply with the sensitive timeline. Under this project 300 Engineering was able to develop 90% design drawings and technical speciﬁcations for the replacement of approximately 850 LF of 30-inch force main and 1200 LF of 20-inch water main within 8 weeks. Moreover, permits were obtained in less than 90 days, with the water main extension being approved in 24 hours. In addition, it was critical for the project to provide a pipeline alignment that avoided conﬂicts to the proposed park infrastructure and trees, optimized the section of pipes to be replaced, and minimized the impact to the systems during construction. Therefore, extensive and early coordination with the dierent project stakeholders was paramount for the success of the project.Key scope elements for this project include:• Replacement of over 1200 LF of 20-inch water main• Replacement of 850 LF of 30-inch water main• Expedited project delivery (Design 8 weeks, Permitting less 90 days with Water Extension Permit in 24 hrs.)• Detailed sequence of construction and ﬂow management during construction plan• Coordination with various project stakeholders including: City of Miami Beach Public Works Department, City of Miami Beach Parks and Recreation and CIP managers, Bayshore Park design consultants and permitting agencies44.1 - EXPANDED PROJECT PROFILES

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141EXPANDED PROJECT DESCRIPTION & SCOPE OF SERVICES: 300 Engineering provided engineering services for the design of a 36-inch Ductile Iron (DI) Main. The Miami Dade Water and Sewer Department required to upgrade the water system to increase water pressure and provide optimum ﬁre ﬂow protection. The purpose of this project was to improve water transmission system redundancy and increase system pressure around Medley, Doral, Miami Lakes, Hialeah and Hialeah Gardens The 10,500 LF water main runs along NW 106th Street from NW 107th Ave to the Intersection of NW 87th Avenue and NW South River Drive, within the Town of Medley. The Project also involved the design of approximately 300 LF of 54-Inch Steel Casing installed via micro-tunneling crossing Florida East Coast (FEC) Railway. The Project also involve approximately 70 LF of subaqueous canal crossing via Open Cut. Multiple trenchless technologies were considered for the railroad crossing including HDD and Jack & Bore. However, due to the requirements of FEC and high-water table, micro-tunneling was selected as the preferred option. Services provided included, but were not limited to design, permitting, cost estimating, preparation of technical speciﬁcations, detailed maintenance of trac plans, utility coordination, site inspections, scheduling, limited procurement, and limited construction support services. The Project required major coordination with Stakeholders including South Florida Water Management District, Town of Medley Police Department and Miami Dade Regulatory Economic Resources Department. A Detailed MOT was prepared to adjust for the requirements of the Town of Medley since NW 106th was allowed to be closed at nighttime only. Detours Plans were also prepared by 300 Engineering provided continuous transit to Police and Solid Waste Vehicles. Key scope elements for this project include:• Trenchless technologies evaluation • Micro tunneling design including a 54-inch casing• Subaqueous canal crossing design • Detailed MOT• Stakeholder coordination with multiple municipalities and permitting agencies44.1 - EXPANDED PROJECT PROFILES

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143EXPANDED PROJECT DESCRIPTION & SCOPE OF SERVICES: This Design Build project involved the design and installation of approximately 8,000 LF a 36-inch Diameter Sanitary Sewer Force Main project within the City of Doral for the Miami Dade Water & Sewer Department (WASD). The new 36-inch force main replaced an existing 24-inch CI force main required to reduce system pressures and increase capacity for future developments in the area. The jurisdiction of the roads encroached by the proposed force main include the Florida Department of Transportation (FDOT) and the City of Doral. In depth stakeholder coordination was of paramount importance due to the high-density urban environment which includes, but not limited to, residents, businesses, malls/shopping centers and emergency vehicles. The project includes tie-ins to existing 14 pump stations along the project corridor, including discharges of Miami International Mall and Dolphin Mall.300 Engineering also designed approximately 160 LF of 54-inch steel micro-tunneling underneath CSX Rail tracks. Due to location of existing utilities, the micro-tunnel was designed to a depth of approximately 15-ft. This included the structural design of launching and receiving shafts. Locating existing utilities via soft digs was vital on this area of the project. Permitting coordination was performed with the following agencies presiding over the installation of this force main, CSX, City of Doral, Florida Department of Environmental Protection (RER/DERM), DERM Tree Permit, FDOT, MDX, Miami-Dade Public Works and Waste Management Department (MDPWWMD).One key element of this project is stakeholder coordination, as construction will take place in a densely populated areas within the City of Doral. All trac detours, trac controls and others, throughout the project area were required and approved by the Miami-Dade County Department of Public Works, Trac Engineering Division (Trac Division), Florida Department of Transportation (FDOT), Miami-Dade Expressway Authority (MDX), City of Sweetwater and the City of Doral. Moreover, the project also included the preparation of a trac study including modeling and synchronization of trac signals. Another key objective of the project was to provide full pavement restoration of County owned right of way from NW 12th St to NW 25th St along NW 107th Ave. This included milling and overlay of existing asphalt and pavement stripping as per Memorandum of Understanding between WASD and DTPW. Key scope elements for this project include:• Replacement of 8,000 LF of force main • Trenchless technology design via installation of a 54-inch micro tunnel • Capacity upgrades for the sanitary sewer system in the project area• Design for the tie-in of 14 pump stations within the project area• Extensive coordination with project stakeholders and permitting agencies • Detailed trac management during construction analysis to minimize disruptions to densely populated residential areas 44.1 - EXPANDED PROJECT PROFILES

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145EXPANDED PROJECT DESCRIPTION & SCOPE OF SERVICES: 300 Engineering Group, P.A. (300 Engineering) was selected as part of the PMCM Team to prepare the Basis of Design Report (BODR) for the Rehabilitation/Replacement of 2.5 Miles of 48-Inch PCCP FM along Biscayne Canal between NW 57th Avenue and 32nd Avenue. This project required Miami-Dade Water and Sewer Department (WASD) to rehabilitate or replace the 48-Inch FM due to the lack of structural integrity. 300 Engineering provided engineering services for the development of a detailed BODR for the replacement of this critical force main. Services provided include, but were not limited to, As-built Review, Route alternatives evaluation, Utility Coordination, Cost Estimate, Hydraulic Modeling, Cost Estimate, Field Observations, Scheduling. The project included the following Engineering Analyses:Utility Coordination and Base MappingUtility coordination was conducted through Sunshine One Call 811 to obtain information on all utilities within the project area. As-builts from each utility were collected and reviewed. Conﬁrmation of public right-of-way was obtained using the information from the utility coordination, ﬁeld Inspections, as-builts, GIS data and plat records obtained through Miami-Dade County. A project Base Map was developed with the utility information obtained from each source.Material SelectionA material evaluation matrix was developed to select the best material for each of the proposed routes. The following nine (9) factors were considered: WASD and contractor experience and familiarity; connection to existing lines; pipe laying length and weight; pipe joint ﬂexibility; internal corrosion resistance/cathodic protection/ soil corrosivity; useful life span (Min. 50 years); failure characteristics; diameter requirements; construction cost.Route SelectionA series of alternatives were considered and evaluated. Feasibility and practicality constraints resulted in the reduction of these alternatives to four (4) possible routes. The selected routes were based on existing conditions, construction techniques, proposed pipe material, and required permitting agencies involvement. The objective was to minimize impacts to the environment and property stakeholders while addressing WASD needs and design criteria.The selected material as per the Pipe Material Evaluation Matrix was included in the Evaluation Matrix for each route. The following) factors were considered for the route selection: minimization of adverse trac impacts; minimize public agency coordination/permitting; impact to businesses and/or public facilities/ stakeholders; constructability; maintenance/accessibility; implementation schedule; hydraulic impact; minimize ROW or easement acquisition; minimize project cost. Key scope elements for this project include:• Utility coordination• Collection of existing right-of-way data• Identiﬁcation of preliminary pipe layouts for ﬁeld evaluation• Visual site inspection of existing above ground improvements, particularly those indicating the presence of underground utilities such as manholes, valve boxes, ﬁre hydrants, and pavement patches• Base map development• Detailed route analysis and selection• Material selection • Opinion of probable cost44.1 - EXPANDED PROJECT PROFILES

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147300 Engineering performed a GIS and as-built analysis to classify and determine the water mains that required replacement based on a criterion previously discussed with WASD. The criteria considered factors that aect the water quality and distribution in South Miami Heights such as pipe material, pipeline age and pipeline size. The Department also required that all water meters (water services) to be installed/relocated to the front of the properties, where the majority of existing homes are fed through a water main in the back.The following subtasks were performed: Utility Coordination and As-built Review Utility coordination was conducted through Sunshine One Call State of Florida, which provided contact information for the owners of existing utilities in the project area. 300 Engineering contacted the respective companies requesting as-built information and prepared a Tracking Log documenting all information received.An in-depth study of water main as-builts was performed in order to develop a comprehensive list of all existing mains in the project area. Each water main was analyzed and classiﬁed as per the replacement criteria, if applicable. Criteria approved by the Department included: Water Mains placed in service in 1960 or before, Water Mains with diameter equal or less than 6-Inches, Water Mains made of Asbestos Cement (AC), PVC, or Cast Iron (CI), Water Mains located in the rear of properties.Cadastral Support ServicesPreparation and drafting of the design drawings for the DBCP including key maps, proposed site plans, MOT and survey and borings controls.Quantities Take-o Veriﬁcation and Field Observation Support ServicesArcGIS was used to prepare a quantity take-o table reﬂecting the lineal feet of water mains to be replaced and the mains to remain. 300 Engineering used the Department’s replacement criteria in conjunction with WASD GIS information to develop the quantities take-o table.Field veriﬁcation of existing water meters and overall project area was conducted with WASD’s Meter Section. Coordination with WASD’s ITD/Customer Service in order to prepare a Water Meter Box Summary Table listing each properties water meter information and location in respect to the property. OPC and Overall Project Schedule300 Engineering prepared an OPC that included, but was not limited to: Mobilization Cost, Pipeline and Fitting Material Acquisition Cost, Pipelines and Fittings Installation Cost, Tapping Cost, Cutting and Plugging of Existing Mains Cost, Water Service Conversion from Rear to Front Cost, Fire Hydrant Installation Cost, Paving Repair and Resurfacing Cost, Dedicated Allowance Cost for Permits, M.O.T, Police, Electrical Grounding for Services, Environmental Hazard Removal/Remediation and Unforeseen Conditions. 300 Engineering prepared an overall project schedule including the following phases: Procurement / Bidding, Design, Permitting, Construction, and Project Close-out. Key scope elements for this project include:• Replacement of 149,807 LF of water mains• Installation of 2,800 water meters and service lines• Relocation of 1,943 water meters from the rear to the front of the property• Prioritization of assets for replacement• Detailed engineering analysis44.1 - EXPANDED PROJECT PROFILES

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TEAM EXPERIENCE:300 Engineering Group, P. A. PROJECT NAME/LOCATION: New Gravity system within Basin 1264 - Project S-3SCOPE OF SERVICES PROVIDED:Engineering & Design Services, Permitting Support, Bid & Award Services and Limited Engineering Services during ConstructionPROJECT OWNER:Miami Dade Water & Sewer Dept.REFERENCE CONTACT: Amaury Betancourt, PE, PhDE: Amaury.betancourt@miamidade.govP: 786-552-8030COMPENSATION FOR SERVICES:$649,000PROJECT START DATE: 01/2021PROJECT END DATE: 06/2022CONSTRUCTION COST: $9,900,000BRIEF PROJECT DESCRIPTION: Installation of 12,300 LF of Gravity Sewer (Septic to Sewer Conversion, 11,060 LF of Water Main and 1,300 LF of Force MainDGRAVITY SEWERCATEGORY:300 Engineering performed engineering design services for the construction of new gravity sewers for Basin 1264. This is a new basin which will eliminate over 180 septic tanks. The project proposes the installation of approximately 12,300 LF of gravity sewers and 1,300 LF of 8-Inch FM within Basin 1264–Project S-3 of the Green Tech Corridor. In addition, the project also proposes the installation of approximately 11,060 LF of 12-inch water main.The existing water system within the area was reviewed and found to be undersized and cannot provide adequate distribution and ﬁre protection service to the area. Therefore, 300 Engineering designed new 12-inch diameter water mains to replace the existing undersized water distribution system. WASD identiﬁed the need to extend both the current collection/transmission system and upsize certain parts of it within Basin 1264, which is in an area of unincorporated Miami-Dade County delimited by railroad tracks north of NW 74 St., NW 27 Ave, NW 71 St. as well as NW 67th St, and NW 35th Ave. The total 8-inch gravity main length proposed is approximately 9,070 LF and the total 10-inch gravity main length is about 3,330 LF. EXPANDED PROJECT DESCRIPTION & SCOPE OF SERVICES:44.1 - EXPANDED PROJECT PROFILES

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151EXPANDED PROJECT DESCRIPTION & SCOPE OF SERVICES: The Miami-Dade Water and Sewer Department (WASD) has identiﬁed the need to design a new pump station to replace Pump Station No. 0062 (PS-0062) which is located in the Northeast Quadrant of the intersection at NE 71st Street and NE 2nd Avenue in the City of Miami. The pump station serves a largely residential area with commercial properties located along major roadways. Due to anticipated increases in sewage ﬂow, WASD has identiﬁed PS 0062 for relocation and replacement with a higher capacity pump station. The new pump station will be located on a parcel acquired by WASD at 7120 NE 2nd Avenue, which is Northwest of the existing PS-0062. The project includes the design of a triplex dry-pit/wet well pump station, housing three 100HP pumps with a ﬂow rate of approximately 3,340 gpm and total dynamic head (TDH) of 73 feet with a dry well/wet well conﬁguration. The pump station will have a ﬁrm capacity of 3,340 gpm with a total capacity of 6,680 gpm. The total capacity is based on two operating pumps and one pump on standby.The new PS-0062 will connect to the sanitary sewer system in the project area via new gravity sewers and force mains to be installed along NE 2nd Avenue and 71st Street. The gravity sewer lines range between 8-inch and 30-inch in diameter and the force main is expected to be a 24-inch ductile iron pipe (DIP). 300 Engineering is providing engineering services to develop the project’s civil engineering, structural, plumbing and HVAC design, plans and technical speciﬁcations, as well as to provide maintenance of trac (MOT) plans, bid support services, permitting support, and limited construction administration services related to the site civil for the replacement of PS-0062, demolition of the existing PS-0062, installation of new 30-inch diameter ductile iron (DI) gravity main and new 24-inch diameter DI force main; structural design for the pump station building and process structures; plumbing design for the pump station; and HVAC design for the electrical room.Key scope elements for this project include:• Replacement and relocation of PS-0062• Increased sanitary sewer service capacity• Installation of new 30-inch sanitary sewer gravity main• Installation of new 24-inch force main• Detail civil design for pipeline installation including MOT and pavement restoration44.1 - EXPANDED PROJECT PROFILES

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153EXPANDED PROJECT DESCRIPTION & SCOPE OF SERVICES: As part of the Miami-Dade Water and Sewer Department’s Integrated Master Plan for Water, Wastewater, and Reclaimed Water, 300 Engineering was selected to provide various professional engineering services, such as planning, preliminary design, ﬂow projections, hydrogeological evaluations, among others, required to address comprehensive planning objectives for the County’s water and wastewater infrastructure. Some of the projects executed under this contract included: Basis of Design Reports for Water and Sewer Services for Un-sewered Commercial and Industrial Areas:300 Engineering was responsible for developing Basis of Design Repots (BODRs) for the sewer service extensions to commercial and industrial areas throughout the Commission Districts 8 and 9. In addition to sewer expansions, the projects also contemplated water transmission main upgrades to meet standards for commercial water distribution in locations where overlap with wastewater improvements were identiﬁed. District 8 improvements focused on the planning and preliminary design of a new pump station to serve a new commercial basin (with thirty-eight (38) new manholes with gravity mains totaling over 10,000 LF) providing over 25,000 LF of combined water and sewer infrastructure for the new basin and three (3) existing individual basins which would serve an additional one-hundred and twenty-seven (127) businesses. The eorts were centered on evaluating the best location for the new station by assessing the elevation requirements necessary to ensure gravity invert depths were sucient.District 9 improvements focused on extending sewer and water infrastructure for seven (7) individual basins with over forty-eight new manholes and over 22,900 LF of pipelines, for new water and sewer services. The analysis was focused on minimizing the need for new pump stations and minimizing the length of gravity sewers and force main extensions where possible.The development of the BODRs included data collection and planning with the compilation, analysis and organization of GIS data related to the water and sewer infrastructure, land use, zoning, record documents, utility atlas, parcels data, FDOT underground utility information, record and design documents, and other detailed information on existing underground utilities in the area. Topographic and environmental data such as LIDAR elevations, climate risk information, contaminated sites, available soil survey maps and hydraulic models of existing lift stations within the commercial corridor of interest were collected and reviewed. Gravity sewer invert calculations were performed for each service basin in which extensions were being proposed. Alternatives were analyzed and recommended routes were evaluated based on cost-eectiveness, constructability, and best design practices.Key scope elements for this project include:• Addressing comprehensive planning objectives for the sewer service extensions to commercial and industrial areas • Close coordination with municipality, utilities and regulatory agencies.• In the Planning, Engineering and Design of pump stations, our engineering team considered sea level rise projections through the planning tools developed and recommended by the SE Florida Climate Change Compact, including: Uniﬁed Sea Level Rise Projection for Southeast Florida, Region-wide and County-wide Sea Level Rise Inundation Vulnerability Assessments and USACE Sea Level Change Curve Calculator• Over 32,000 LF of gravity sewer extension44.1 - EXPANDED PROJECT PROFILES

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155EXPANDED PROJECT DESCRIPTION & SCOPE OF SERVICES: 300 Engineering is working with the City of Miami Beach for the replacement of two 30-inch force mains along the Flamingo Waterway. Both pipes have reached the end of their useful life and need to be replaced to minimize failure risks. The Flamingo Waterway is considered a protected land per the Army Corps of Engineers (USACE). One of the existing pipes was installed in 1937 and consists of an aerial 24-inch CI force main that exhibits excessive corrosion. The second force main consists of a 30-inch CI pipe that was installed in 1975 by a subaqueous crossing on the west side of the existing bridge. These two force mains are part of the booster pump station system PS-28 system which is located at the intersection of Pine Tree Drive and 28th Street. The project is located along Pine Tree Drive, between West 51st Street and West 47th Street, crossing the Flamingo Waterway. Pine Tree Drive, is owned by Miami-Dade County. 300 Engineering performed an engineering assessment to determine the best replacement method and the alignment of the proposed pipes. It was determined that a Horizontal Directional Drill (HDD) was the most adequate solution, the pipes will be installed centered along the bridge alignment, at least 12-feet below the piers. In addition, system reliability has been increased by the installation of a new pipe interconnection that allows switching ﬂows from one force main to the other, without the need of service interruptions in case of pipe failure. In addition, the discharge force main of PS-15 is to be relocated to the north end of the interconnection to ensure adequate sewer service in the case of pipeline failure.Approximately, 1300 LF of pipeline will be replaced by HDD. At the request of the City, 300 Engineering also included the design of a 16-inch new water main corridor for future improvements.Key scope elements for this project include:• Replacement of over 1300 LF of 30-inch force main via HDD for crossing a Florida waterway• Replacement of deteriorated pipelines that have reached the end of their useful life• Increased system reliability with new pipeline interconnection• Detailed engineering assessment to evaluate best replacement alternative, as well as pipeline alignment • Installation of corrosion resistant materials with the use of HDPE pipe44.1 - EXPANDED PROJECT PROFILES

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157EXPANDED PROJECT DESCRIPTION & SCOPE OF SERVICES: The City provides water and sewer to the Sunset Inland service area through a network of water mains, sewer mains, sanitary sewer pump stations and force mains. An 8-inch water main and an 8-inch force main (discharge side of PS-13) cross the Sunset Lake through an existing utility easement located between W 24th Street and W 25th Street. The existing force main crossing has experienced several failures in the recent past and is in need of replacement. In addition, the City has indicated the need to replace the old water main crossing as well. Due to alignment requirements for the pipeline replacement using trenchless technology (Horizontal Directional Drilling), the pipeline crossings will be replaced using a dierent 10-feet easement, located to the east of the existing crossing, this will require an extension of the existing force main.The force main replacement along W 23rd Street, W 27th Street and Sunset Drive will be designed for open trench installation. This portion of force main will be designed using C-900 PVC pipe. The HDD installation will be designed using HDPE pipeline. As part of this project, 300 Engineering is conducting an engineering assessment to optimize the length of pipe that can be installed using HDD pipe in order to minimize disruptions to the project area caused by open trench construction. In addition, the project will include pavement restoration of the entire right of way (ROW) aected by the pipeline installation. 300 Engineering and its team of subconsultants is providing full engineering services required for the adequate design of a subaqueous crossing, these include: detailed topographic survey and easement investigation, geotechnical services including rock coring and soil testing, bathymetric survey and benthic survey of Sunset Lake.Key scope elements for this project include:• Subaqueous installation of approximately 1,200 LF of 10-inch force main under Sunset Lake, between W 27th Street and W 23rd Street • Subaqueous installation of approximately 650 LF of 8-inch water main under Sunset Lake, between W 24th Street and W 25th Street • Force main extension along W 23rd Street and Sunset Drive, approximately 950 LF of 10-inch of force main • Force main extension along W 27th Street and Sunset Drive, approximately 1,200 LF of 10-inch of force main• Increased system resiliency with new pipeline sections built in corrosion resistant materials to withstand coastal environments44.1 - EXPANDED PROJECT PROFILES

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161Multiple construction methods, including Horizontal Directional Drilling (HDD) were evaluated to determine the best valued solution for the County. The crossing of I-75 will be constructed using micro-tunneling methodology, which hill have the launching and receiving shafts located on the west and east sides of the interstate highway I-75. These shafts are being designed to a target depth of approximately 40 feet below grade in order to properly and safely cross this high-trac interstate highway and meet the requirements of all regulatory agencies, primarily the Florida Dept. of Transportation (FDOT). Construction limitations of drive distance for micro-tunneling limited the separation of these shafts to appx. 500-ft, nearly the distance across I-75. Particular attention was dedicated to the location of these shafts in order to allow for proper design within the project’s construction limitations.In addition, on the easternmost end of the project, this 24-inch force main will cross an 80-foot-wide canal (Peter Pike’s Canal) to reach the point of connection of the project at NW 78 PL. Close coordination with the Miami-Dade County Regulatory and Economic Resources Department (RER) was conducted to properly assess all allowable possibilities of crossing this canal. Real time data from the surveyors and available plat information was used to design the crossing of this force main within the proper limits and design measures. The preferred design was an aerial crossing to facilitate the connection to the existing force main.The Geotechnical report revealed poor soil conditions, with sandy soils and loose Limerock, and semi-aggressive properties in the design strata. Therefore, the 24-inch force main will be poly-wrapped by an approved supplier and installed with special attention to surrounding utilities and the necessary precautionary measures to avoid any collapses. In the area of the canal crossing, soil conditions are also very poor with a non-fully stabilized embankment. Due to this instability, details of using rip raps on the canal embankment were incorporated into the design drawings with emphasis on the construction notes.In addition, the project also needed to consider recent developments in the area, which are altering the existing dedicated right-of-way limits for abutting properties, impact to nearby roadways, and RER owned canals. Close coordination with the proposed development stakeholders, RER, and WASD was required to properly assess the limits of these ROW lines, and limits of the dedicated easements.Key scope elements for this project include:• 3000 LF of 24-inch force main design • Upgrades to sanitary sewer service• Trenchless technology design for pipeline installation via micro-tunneling • Aerial crossing of an 800 LF wide waterway• Close coordination with multiple permitting agencies and project stakeholders including FDOT and Division of Environmental Resource Management (DERM) Water Control Section44.1 - EXPANDED PROJECT PROFILES

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165EXPANDED PROJECT DESCRIPTION & SCOPE OF SERVICES: BCC is providing professional services related to the City of Sunrise under a continuing contract for civil engineering services including schematic design, design development, and construction administration. Under this contract, BCC has been tasked to provide water modeling and engineering analysis for the installation of water mains, force mains and stormwater infrastructure.This project is located in approximately 303 acres in the City of Sunrise, Broward County, Florida, and is bounded by State Rd North University Drive to the west, County Road North Pine Island Road to the south, SW 20th Court to the east, and NW 29th Street to the north. Utilities infrastructure improvements include replacing aging 6” to 12” Polyvinyl Chloride (PVC) and asbestos water mains, upsizing existing 2” to 4” water mains, replacing 6” to 10” asbestos force mains, and designing exﬁltration trenches to address localized ﬂooding areas. Professional engineering services include preparing a Basis of Design Report to present the decision, assumption, and design parameters to develop 100% construction documents for the project; reviewing existing Geographic Information System (GIS) ﬁles, as-builts, topographic survey and geotechnical reports; providing utility coordination; evaluating existing conditions utilizing the Water GEMS Model; preparing permit application package for jurisdictional agencies; performing water modeling engineering analysis; and, providing design, permitting, and bidding assistance for the installation of water mains, force mains, and stormwater infrastructure.Key scope elements for this project include:• Hydraulic modeling of water and wastewater infrastructure• Engineering analysis for the upsizing of water main and force main• GIS based system analysis and modeling• Design of complimentary systems - Stormwater44.1 - EXPANDED PROJECT PROFILES

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167EXPANDED PROJECT DESCRIPTION & SCOPE OF SERVICES: 300 Engineering, as part of the Program Management team, assisted WASD in providing a comprehensive analysis of sewer system ﬂows and capacity to support the PSIP eorts to upgrade WASD’s sewer infrastructure, minimize the risk of sanitary sewer overﬂows, and reduce inﬁltration/inﬂow (I/). The capacity analysis for each PSIP project was based on a detailed study methodology encompassing use of WASD SCADA data, water use and land use planning data, coupled with InfoWater hydraulic modeling to quantify ﬂows in the system and identify existing and future capacity requirements for the 153 PSIP Pump Station basins. 300 Engineering’s approach helped inform WASD’s decisions on providing additional hydraulic capacity where needed and/or targeting sewer system rehabilitation to reduce I/I and supporting WASD’s compliance with the USEPA mandated Consent Decree, as well as other regulatory requirements.The project team used a systematic process that incorporated land use planning information, water use and ﬂow monitoring data, and design criteria for estimating wastewater ﬂows in the hydraulic model for WASD’s wastewater collection and transmission system. A dynamic hydraulic model of the sewer system was utilized which is based on data in WASD’s Geographic Information System (GIS) and then calibrated to ensure that it accurately depicted system performance during peak rain and dry season conditions. The model was used to assess each pump station project eciently by running scenarios to include the most cost-eective pump station upgrade option. 300 Engineering worked hand in hand to run the hydraulic model while emphasizing a reduction in system pressures and minimizing the impact of pump station upgrades to downstream pump stations. Through a thorough system knowledge of WASD’s sewer system and hydraulic model, the project team was able to reduce capital costs and operating costs while maximizing system eciency.The project Team has established an assessment protocol prior to the upgrade of any pump station which is out of compliance with the 10-hour NAPOT criteria and/or peak ﬂow criteria. It has been coined WISE Engineering, which stands for Wastewater Infrastructure Strategic Evaluation. Through coordination with the involved stakeholders, including divisions of the Miami-Dade Water and Sewer Department such as Planning, Pump Station Division, Wastewater Collection and Transmission Line Division, and PSCS, as well as monitoring of current and historical pump station operations, the Team optimizes the process of bringing pump station basins into compliance before their EPA Deadlines by proactively investigating options and considering alternative approaches. The project Team placed a heavy emphasis on their involvement in the entire pump station life cycle, from data collection and planning, through hydraulic modeling coordination, design, construction, and post-construction monitoring. By taking on this role throughout the project lifecycle, the project Team was able to become extensively familiar with projects, easily identifying any issues and ensuring that all completed projects meet the objectives and needs of the stakeholders.Key scope elements for this project include:• Extensive analysis of hydraulic data to accurately depict system performance during peak rain and dry season• Hydraulic model runs to deﬁne most cost-eective pump station upgrade option• Identiﬁcation of existing and future capacity requirements44.1 - EXPANDED PROJECT PROFILES

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169EXPANDED PROJECT DESCRIPTION & SCOPE OF SERVICES: 300 Engineering Group, P.A. (300 Engineering) sta was selected by Miami-Dade Water and Sewer Department (WASD) to provide engineering, planning, evaluation, analysis, and wastewater modeling services. WASD has a gravity sewer model which includes 1018 basins. The gravity sewer collection system (pipes only) was developed using interpolated invert elevations. While the gravity pipe network was incorporated into the overall countywide wastewater model, it was not properly operational at the moment. The computerized model, developed in InfoWater, was focused on the pressured system of pipes and pumps which was developed and calibrated using SCADA data and real-time pump on/o set points.As part of the continued development of the wastewater model in InfoWater, WASD wished to incorporate the gravity system into the model. However, WASD wanted to use a simpliﬁed but accurate methodology to expedite model development, reduce model run times, and minimize the associated level of eort. The proposed methodology incorporates two simplifying assumptions:• Use extrapolated invert elevations for the gravity sewer system pipes. The extrapolation methodology starts with the known pipe invert elevation at the wet well and extrapolates inverts upstream as a function of pipe length and diameter. Alternatively, inverts can be extracted from as-built information which is a time-consuming eort that will still result in some information gaps. • Use the gravity system stage-storage curve to route gravity basin inﬂows (design hydrographs) into the pump station wet well. The alternative is to simulate the gravity system in detail which requires an extensive eort to develop the system and will substantially increase model run times.Key scope elements for this project include:• Developed the detailed gravity model with as-built invert and rim elevations for Basins 183 and 237• Distribution of the billing records for basins 183 and 237.Updated to the unit hydrograph based on the Dry Weather Flow hydrograph provided by WASD for the two basins• Obtained and conﬁrmed pump curves, wet well inverts, pump on and o levels, pressure curves, and SCADA data for PS 183 and 237• Stage storage curves for the interpolated and as-built model were compared for both basins in order to highlight major dierences in data accuracy• Stage storage models for Basins 183 and 237 were created using both the interpolated model and the as-built model storage curves• Diurnal pressure patterns for both basins were obtained from WASD, applied to the interpolated model run, and increased until an overﬂow (or near overﬂow) condition was observed. This increased pressure pattern was used as a basis for all other model runs. • All model scenarios (Interpolated, As-Built, Interpolated Stage Storage, and As-Built Stage Storage) were run to obtain a history of wet well water levels, inﬂow, and outﬂow hydrographs. • Prepared the following comparison graphs/tables:• Interpolated stage storage versus as-built stage storage (and error histograms) for basins 183 and 237.• Inﬂow and outﬂow hydrographs at the wet well for basins 183 and 237 (comparing the four model scenarios outlined above).• Wet well water levels for basins 183 and 237 (comparing all four scenarios).44.1 - EXPANDED PROJECT PROFILES

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PROJECT DIRECTORFranklin A Torrealba, PE, ENV SP TRUSTED PROVIDER PROVENRESULTSMIAMIBEACH’SWITHKEY QUALIFICATIONSOVERVIEW:Mr. Torrealba has over 35 years of experience in program, project and construction management. He has managed locally over 500 projects from conception to completion. Mr. Torrealba has functioned in the capacity of Program Manager/CM, Contract Manager, Deputy Program Manager/CM, and Deputy Program Manager/Engineering Manager multimillion renewal, replacement and rehabilitation programs. He has spearheaded the design of 185 miles of water and wastewater pipelines ranging from 8 to 144-inch in diameter, and the construction of 45 miles of pipelines ranging 8 to 36-inch in diameter. Under these programs, he cumulatively managed the design and construction of over 150,000 LF of water and sewer mains, 500 pump stations, managed 1700 deliverables, and satisﬁed all United States Environmental Protection Agency (USEPA) consent decree settlement agreements and deadlines. In the process, he has assisted his municipal clients in avoiding millions of dollars in potential penalties. He has worked for multiple agencies, municipalities in South Florida and possesses a proven track record in delivering safe projects, under budget and on schedule.RELEVANT EXPERIENCE:W-2 WATER BOOSTER PUMP STATION REHABILITATION – ENGINEERING AND DESIGN SERVICES – PROJECT DIRECTOR – MIAMI BEACH, FL Mr. Torrealba is the Project Director for the engineering, design, permitting, bid support and engineering services during construction for the W-2 Water Booster Pump Station Rehabilitation project. The project includes: replacement and relocation of process piping and isolation valves (ranging from 12-inch to 24-inch in diameter), installation of new intake/discharge 24-inch water main, installation of new 3 ton crane and trolley system, structural modiﬁcation of the pump station building, replacement of three (3) pump and motors, hardening and resiliency upgrades (accessibility upgrades, ﬂood and impact protection pump station and electrical buildings envelope, upgrades to the ventilation and air conditioning system to comply with current building codes and replacement of on-site generator).BAYSHORE PARK WATER MAIN AND FORCE MAIN REPLACEMENT – ENGI-NEERING AND DESIGN SERVICES – PROJECT DIRECTOR – MIAMI BEACH, FL Mr. Torrealba is the Project Director for the engineering, design, permitting, bid support and engineering services during construction for the replacement of a 20-inch water main and 30-inch force main within the Bayshore Park project area. 300 Engineering developed and implemented an expedited project schedule in close coordination with the City to comply with the sensitive timeline. Under this project, 300 Engineering was able to develop 90% design drawings and technical speciﬁcations for the replacement of approximately 850 LF of 30-inch force main and 1,200 LF of 20-inch water main within 8 weeks. Moreover, permits were obtained in less than 90 days, with the water main extension being approved in 24 hours.PUMP STATION 1 REHABILITATION AND HARDENING – ENGINEERING AND DESIGN SERVICES – PROJECT DIRECTOR – MIAMI BEACH, FLMr. Torrealba is the Project Director for the engineering, design, permitting, bid support and engineering services during construction for the rehabilitation and hardening of the regional pump station PS-1. The project includes replacement of the four pump and motors, process piping, electrical equipment including VFDs, on-site generator, instrumentation & controls, and HVAC equipment. The project also includes the hardening of the pump station with hazard mitigation strategies for ﬂood, wind and impact protection.• Obtained over 2,000 local permits for water and wastewater projects• Never missed a regulatory deadline• Track record for delivering utility projects on time and under budget• Managed the design of over 185 miles of water and wastewater pipeline (8 to 144-inch in diameter)• Program manager for several South Florida Multimillion Programs• Managed the design, permitting and construction of over 500 pump stations in Miami-Dade County• Water/Wastewater Hydraulic Modeling ExpertiseEDUCATION:• MBA, Loyola University, New Orleans• BS Civil Engineering, University of New OrleansCERTIFICATIONS/ AWARDS• Professional Engineer (PE), Florida• NASSCO, PACP, LACP, MACP• PMSJ AIA CES• Envision Sustainability Professional• (ENV SP)• Storm water, Erosion and Sedimentation Control Certiﬁed InspectorYEARS OF EXPERIENCE35 years44.3 - EXPANDED KEY PERSONNEL RESUMES

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177RELEVANT EXPERIENCE - continued:PIPELINE SUBAQUEOUS CANAL CROSSING REPLACEMENT ALONG FLAMINGO WATERWAY – PROJECT DIRECTOR – MIAMI BEACH, FLMr. Torrealba is the Project Director for the engineering, design, permitting, bid support and engineering services during construction for the installation of two 30-inch FM subaqueous canal crossing under the Flamingo Waterway. 300 Engineering performed an engineering assessment to determine the best replacement method and the alignment of the proposed pipes. It was determined that a Horizontal Directional Drill (HDD) was the most adequate solution, the pipes will be installed centered along the bridge alignment, at least 12-feet below the piers. In addition, system reliability has been increased by the installation of a new pipe interconnection that allows switching ﬂows from one force main to the other, without the need of service interruptions in case of pipe failure. WATER MAIN AND FORCE MAIN REPLACEMENT ON SUNSET ISLANDS – PROJECT DIRECTOR – MIAMI BEACH, FLMr. Torrealba is the Project Director for the engineering, design, permitting, bid support and engineering services during construction for the installation of an 8-inch water main and 10-inch force main subaqueous canal crossings under Sunset Lake between Sunset Islands 2 and 3. The pipes will be installed using Horizontal Directional Drill (HDD). 300 Engineering is conducting an engineering assessment to optimize the length of pipe that can be installed using HDD pipe in order to minimize disruptions to the project area caused by open trench construction. In addition, the project will include pavement restoration of the entire right of way (ROW) aected by the pipeline installation. 300 Engineering, and its team of subconsultants, is providing full engineering services required for the adequate design of a subaqueous crossing, these include: detailed topographic survey and easement investigation, geotechnical services including rock coring and soil testing, bathymetric survey and benthic survey of Sunset Lake.$1.9B USEPA CONSENT DECREE MIAMI-DADE COUNTY - PROGRAM, DESIGN & CONSTRUCTION MANAGEMENT AND SUPPORT SERVICES – TASK MANAGER – MIAMI-DADE COUNTY, FLTask Manager for the Wastewater Collection and Transmission System (WCTS) Task. Mr. Torrealba assisted the Miami-Dade Water and Sewer Department providing Program and Construction Management Services Related to the Wastewater System Priority Projects, including WASD’s third Consent Decree with the United States Environmental Protection Agency (USEPA). Mr. Torrealba acted as the Task Manager for a total of ﬁfty-two (52) Force Mains and forty-one (41) Pump Station projects, responsible for the engineering, design management, permitting procurement, and construction management of these projects. $215MM PUMP STATION IMPROVEMENT PROGRAM (PSIP) MIAMI-DADE COUNTY – PROGRAM, DESIGN & CONSTRUCTION MANAGEMENT AND SUPPORT SERVICES – PROGRAM MANAGER – MIAMI-DADE COUNTY, FLProgram Manager for the upgrade of the Wastewater Collection and Transmission System (WCTS) including 153 pump stations and force mains projects. The program aims to bring into compliance 118 sewage pump stations that do not comply with the NAPOT and Peak Flow Criterion in addition to 35 force mains upgrades. This program is comprised of four main phases: 1) Planning and Engineering which includes the basis of design report development for pump station and force main projects; 2) Design Management of 8 Design Consultants; 3) Construction Management of multiple pump station and force main contractors through the County’s MCC 7040 procurement method; and 4) Inﬁltration and Inﬂow Management Program.GOVERNMENT CUT TUNNEL DESIGN-BUILD CRITERIA PACKAGE – PROJECT MANAGER – MIAMI-DADE COUNTY, FLMr. Torrealba was the Project Manager for the development of the Design-Build Criteria package for the subaqueous installation of a 54-inch Pre-stressed Cylindrical Concrete Pipe (PCCP) Force Main (FM) from Miami Beach to Virginia Key and a 20-inch Water main between Port Island and Fisher Island. The project allowed to increase water and sewer capacity to the City of Miami Beach and other neighboring communities.WASTEWATER TRANSMISSION SYSTEM HYDRAULIC COMPUTER MODEL - WASTEWATER GRAVITY SEWER MODELING – PROJECT MANAGER – MIAMI-DADE COUNTY, FLMr. Torrealba was the Project Manager for the incorporation of the County’s gravity system into the InfoWorks hydraulic model and the implementation of simpliﬁed methodologies to expedite the model development and calibration, reduce model run times, and minimize the associated level of eort. The gravity sewer model consisted of 1018 basins that were not properly incorporated into the InfoWorks model that was focused on the transmission portion of the system which was developed and calibrated using SCADA data and real-time pump on/o set points.A B C D E F G HEXPERTISE IN CATEGORIES:44.3 - EXPANDED KEY PERSONNEL RESUMES

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TECHNICAL ADVISOR & WATER & WASTEWATER HYDRAULLIC MODELING TEAM LEADFernando Miralles-Wilhelm,PhD, PE, BCEE, DWRE, FASCEKEY QUALIFICATIONSOVERVIEW:Dr. Miralles is a civil and environmental engineer with over 30 years of experience as a consultant, researcher and academic in the ﬁeld of water and wastewater infrastructure planning and assessments. He possesses specialized experience in modeling of water systems, including water supply and wastewater systems climate change and sea level rise impacts on water distribution and treatment system infrastructure, stormwater management and water quality control. Over his career, he has consulted internationally with USAID, IDB, and the World Bank on topics dealing with water system modeling, climate change, sustainability, and water infrastructure resilience. He has also been a member of the faculty at the Massachusetts Institute of Technology, Northeastern University, the University of Miami, Florida International University and the University of Maryland. He has been a Principal Investigator in over $300M in projects funded by US and international agencies. He has conducted and/or directed water system modeling and climate change projects in over thirty countries in the Americas, Africa and Asia.RELEVANT EXPERIENCE:MODEL DEVELOPMENT, CALIBRATION AND VALIDATION FOR WATER DISTRI-BUTION SYSTEM – PROJECT MANAGER – BOSTON, MAThis project analyzed possible impacts from sea level rise in the City of Boston, with particular focus on issues and areas of concern in its water distribution system. The water system was modelled using SWMM as a modeling tool. Work entailed development, calibration and validation of the model using a combination of old (> 100 years) data and SCADA. Speciﬁc issues that were evaluated using the developed model were impacts of potential sea driven coastal ﬂooding on ﬂow rates, depths and durations, alternatives and costs for adaptation measures.RELIABILITY STUDY OF WATER SUPPLY – PROJECT MANAGER – BREA, CA For the municipality of Brea, Dr. Miralles conducted an assessment of the state of water sources and distribution system. The project provided an assessment of operations of eight pumping stations and two water treatment plants in the city. The system was modeled using InfoWorks.ASSESSMENT OF WATER AND WASTEWATER SYSTEM IMPROVEMENTS – PROJECT MANAGER – LONG BEACH, CAWorking with the City of Long Beach, Dr. Miralles led the development of a model of the water and wastewater system using EPANET. The model was developed, calibrated and validate using SCADA, and used to assess a variety of system improvements and expansions, transferred to city sta with capacity building through training.SANITARY SEWER EVALUATION AND REHABILITATION – PROJECT MANAGER – FAJARDO, PR Dr. Miralles served as project manager for the evaluation and rehabilitation works of the sanitary sewer system of the municipality of Fajardo in Puerto Rico, working for the Agencia para el Financiamiento de Infraestructura (AFI). In this capacity, Dr. Miralles was responsible for the supervision of design and improvements to the existing rainfall-dependent inﬁltration and inﬂow (RDI/I) to the sanitary sewer sys-tems, including upgrades to the Luquillo wastewater treatment plant system. This project used a combination of SWMM and H2ONET as modeling tools. • Project Manager and Technical Lead for Water and Wastewater Modeling• Extensive expertise in master planning of water and wastewater systems• Technical Leader in development of climate change and sea level rise adaptation strategies• Hydraulic Modeling Expertise across a number of software platforms, including Innovyze products and InfoWorksEDUCATION:• BS, Mechanical Engineering• Universidad Simon Bolivar, Caracas, Venezuela, 1987• MS, University of California, Irvine CA, 1989• Ph.D. Water Resources• Massachusetts Institute of Technology (MIT), Cambridge MA, 1992CERTIFICATIONS/ AWARDS• Professional Engineer (PE), FloridaYEARS OF EXPERIENCE30 years44.3 - EXPANDED KEY PERSONNEL RESUMESTRUSTED PROVIDER PROVENRESULTSMIAMIBEACH’SWITH

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179RELEVANT EXPERIENCE - continued:WATER SUPPLY SOURCE RESTORATION, GUARAPIRANGA RESERVOIR – PROJECT MANAGER – SAO PAOLO, BRAZILDr. Miralles served as project manager for the design of the water and wastewater systems of the Guarapiranga reservoir near Sao Paolo, Brazil. This contaminated reservoir served as a water supply source a signiﬁcant fraction of the city’s pop-ulation. The project involved the conception and implementation of reservoir management strategies to enhance the water quantity and quality aspects of the water supply system, including the development of a model using InfoWater. This project was ﬁnanced by the World Bank.SUPPORT FOR INTEGRATED URBAN WATER PLANNING AND MANAGEMENT – TECHNICAL ADVISOR – MEXICO CITY, MEXICO Dr. Miralles served as advisor to the World Bank to develop a case study in integrated urban water planning/management (IUWP) for Mexico City’s water system (SACMEX) and other in-country stakeholders. This IUWP project had two major and complementary objectives: (i) improving the water supply system of Mexico City, and (ii) preventing urban ﬂooding. In achieving these two objectives, the urban water system needed to be analyzed in a comprehensive and integrated manner, given that it incorporates several distinct but coupled sources of water (surface and ground) and rapid changes in infrastruc-ture and operations. The project included the introduction of a InfoWater water systems model.RESILIENT URBAN WATER SUPPLY AND CLIMATE CHANGE ADAPTATION – PROJECT MANAGER – MONTEVIDEO, URUGUAYThis project funded by the Inter-American Development Bank (IADB) focused on an analysis of climate change adaptation for the water supply and distribution system in the Pantanoso section of Montevideo. The objectives of the study were to deﬁne, in terms of measurable quantitative variables, the vulnerability of the population served and the infrastructure assets to climate change in the sub-urban section, contribute to strengthen the capacity of the Intendencia de Montevideo to adaptively respond to climate change in terms of the development planning and reduce the vulnerability of the water supply system, and contribute to the establishment of guidelines for ”best practices” in adaptation to climate change and to the Bank’s eorts to classify, monitor and evaluate its investments in reducing the vulnerability due to climate change in the water and sanitation sectors in the LAC region.CLIMATE CHANGE IMPACTS ON GLACIER RETREAT AND MOUNTAIN HYDROLOGY – PROJECT MANAGER – QUITO, ECUADORThis project was carried out for the municipal water utility in Quito (EPMAPS) to analyze the implications of climate change, reﬂected on glacier retreat and drying of high mountain páramo ecosystems, and their implications for the water supply and distribution system of Quito. This work strengthened the capacity of EPMAPS and the river basin authorities to adap-tively respond to climate change in terms of their needs and vulnerability requirements, and deﬁne, in terms of measurable quantitative variables, the vulnerability of the water and sanitation sector in Quito to climate change for the case of water supply in the city. The project introduced a novel combination of a glacial hydrology model (Xanthos) with a water distribu-tion model (XP-SWMM).WATER SCARCITY AND ADAPTATION TO CLIMATE CHANGE – PROJECT MANAGER –TRUJILLO, PERÚThis project focused on the vulnerability of the city of Trujillo to water scarcity, induced by changing conditions in climate and urbanization/land use. The client was the municipality, and speciﬁcally Dr. Miralles worked to analyze the combined eects of climate/land use changes on the city’s water supply through modeling of a surface canal and through groundwa-ter using the Mike-SHE integrated hydrology and hydraulics system. The project also included strengthening the capacity of water and sanitation company SEDALIB in Trujillo and other City’s authorities to adaptively respond to climate change in terms of their needs and vulnerability requirements with respect to water scarcity and water security in a broader sense.A B C D E F G HEXPERTISE IN CATEGORIES:4.3 - EXPANDED KEY PERSONNEL RESUMES

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PROJECT MANAGERAna C Dvorak, MSc, ENV SPKEY QUALIFICATIONSOVERVIEW:Ms. Dvorak is experienced in planning design, assessment, simulation and evaluation of water, wastewater and reclaimed water distribution, collection and transmission systems; pump stations; water resources management; water quality analysis; stormwater infrastructure design; process control & instrumentation and SCADA systems. Ms. Dvorak is also experienced in project budgeting, scheduling, coordination of multidisciplinary teams, public outreach and stakeholder coordination. Ms. Dvorak has vast experience managing water and sewer infrastructure projects that involve hydraulic modelling, preliminary engineering and preparation of studies & reports, design services, permitting, bidding support, and engineering services during construction. Ms. Dvorak is currently the project manager for several Miami Beach projects including water main replacements, force main replacements, subaqueous installation of pipelines via HDD under Florida waters, water booster pump station upgrades and sanitary sewer pump station upgrades. Ms. Dvorak is recognized for developing trusting partnership with her clients and delivering exceptional client services.RELEVANT EXPERIENCE:BAYSHORE PARK WATER MAIN AND FORCE MAIN REPLACEMENT – ENGINEERING AND DESIGN SERVICES – PROJECT MANAGER – MIAMI BEACH, FLMs. Dvorak is the Project Manager for the engineering, design, permitting, bid support and engineering services during construction for the replacement of a 20-inch water main and 30-inch force main within the Bayshore Park project area. 300 Engineering developed and implemented an expedited project schedule in close coordination with the City to comply with the sensitive timeline, under this project 300 Engineering was able to develop 90% design drawings and technical speciﬁcations for the replacement of approximately 850 LF of 30-inch force main and 1200 LF of 20-inch water main within 8 weeks. Moreover, permits were obtained in less than 90 days, with the water main extension being approved in 24 hours.W-2 WATER BOOSTER PUMP STATION REHABILITATION – ENGINEERING AND DESIGN SERVICES – PROJECT MANAGER – MIAMI BEACH, FL Ms. Dvorak is the Project Manager for the engineering, design, permitting, bid support and engineering services during construction for the W-2 Water Booster Pump Station Rehabilitation project. The project includes: replacement and relocation of process piping and isolation valves (ranging from 12-inch to 24-inch in diameter), installation of new intake/discharge 24-inch water main, installation of new 3 ton crane and trolley system, structural modiﬁcation of the pump station building, replacement of three (3) pump and motors, hardening and resiliency upgrades (accessibility upgrades, ﬂood and impact protection pump station and electrical buildings envelope, upgrades to the ventilation and air conditioning system to comply with current building codes and replacement of on-site generator). PUMP STATION 1 REHABILITATION AND HARDENING – ENGINEERING AND DESIGN SERVICES – PROJECT MANAGER – MIAMI BEACH, FLMs. Dvorak is the Project Manager for the engineering, design, permitting, bid support and engineering services during construction for the rehabilitation and hardening of the regional pump station PS-1. The project includes replacement of the four pump and motors, process piping, electrical equipment including VFDs, on-site generator, instrumentation & controls, and HVAC equipment. The project also includes the hardening of the pump station with hazard mitigation strategies for ﬂood, wind and impact protection.• Water and wastewater systems planning and design expertise• SCADA systems assessment and implementation experience• Wastewater and water pump station evaluation and design experience• Experienced in project budgeting and scheduling• Experience in developing adaptation strategies and hardening measures to sea level rise in South Florida• Management of infrastructure projects including pipeline and pump station designs• Trenchless technologies and subaqueous crossings experience EDUCATION:• MSc Civil Engineering, University of Miami• BSc Chemical Engineering, Simón Bolívar University CERTIFICATIONS/ AWARDS• Envision Sustainability Professional (ENV SP)YEARS OF EXPERIENCE10 years44.3 - EXPANDED KEY PERSONNEL RESUMESTRUSTED PROVIDER PROVENRESULTSMIAMIBEACH’SWITH

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181RELEVANT EXPERIENCE - continued:PIPELINE SUBAQUEOUS CANAL CROSSING REPLACEMENT ALONG FLAMINGO WATERWAY – PROJECT MANAGER – MIAMI BEACH, FLMs. Dvorak is the Project Manager for the engineering, design, permitting, bid support and engineering services during construction for the installation of two 30-inch FM subaqueous canal crossing under the Flamingo Waterway. 300 Engineering performed an engineering assessment to determine the best replacement method and the alignment of the proposed pipes. It was determined that a Horizontal Directional Drill (HDD) was the most adequate solution, the pipes will be installed centered along the bridge alignment, at least 12-feet below the piers. In addition, system reliability has been increased by the installation of a new pipe interconnection that allows switching ﬂows from one force main to the other, without the need of service interruptions in case of pipe failure. WATER MAIN AND FORCE MAIN REPLACEMENT ON SUNSET ISLANDS – PROJECT MANAGER – MIAMI BEACH, FLMs. Dvorak is the Project Manager for the engineering, design, permitting, bid support and engineering services during construction for the installation of a 8-inch water main and 10-inch force main subaqueous canal crossings under Sunset Lake between Sunset Islands 2 and 3. The pipes will be installed using Horizontal Directional Drill (HDD). 300 Engineering is conducting an engineering assessment to optimize the length of pipe that can be installed using HDD pipe in order to minimize disruptions to the project area caused by open trench construction. In addition, the project will include pavement restoration of the entire right of way (ROW) aected by the pipeline installation. 300 Engineering, and its team of subconsultants, is providing full engineering services required for the adequate design of a subaqueous crossing, these include: detailed topographic survey and easement investigation, geotechnical services including rock coring and soil testing, bathymetric survey and benthic survey of Sunset Lake.WESTWOOD LAKES FACILITY, PS 536, AND PS 1310 HARDENING – PROJECT MANAGER – MIAMI-DADE COUNTY, FLMs. Dvorak is the Project Manager for the engineering and design services of the civil, architectural and structural disciplines for the Westwood Lakes Facility, PS 536, and PS 1310 Hardening. The project involves ﬂood, impact and wind protection for damage mitigation under severe weather events. The ﬁrst phase of the project included the preparation of a detailed preliminary design memorandum to evaluate hardening alternatives and select the best solution for each case. This evaluation also included a structural assessment of the PS integrity and deﬁnition of the design criteria for the selected hardening alternative.PS-0062 REPLACEMENT, GRAVITY MAIN EXTENSION AND FORCE MAIN INSTALLATION – PROJECT MANAGER – CITY OF MIAMI, FL Ms. Dvorak is the Project Manager for replacement and relocation of PS-0062, which includes upgrades to the sanitary sewer collection and transmission system with the installation of a new 30-inch gravity main, installation of a new 24-inch force main and replacement of an 8-inch gravity sewer main. 300 Engineering is responsible for the civil, structural, and HVAC disciplines of the project. The pump station serves a largely residential area with commercial properties located along major roadways. Due to anticipated increases in sewage ﬂow, WASD has identiﬁed PS 0062 for relocation and replacement with a higher capacity pump station. The new pump station will be located on a parcel acquired by WASD at 7120 NE 2nd Avenue, which is Northwest of the existing PS-0062.CITY OF CORAL GABLES PUMP STATION D ENGINEERING AND DESIGN SERVICES – PROJECT MANAGER – CITY OF CORAL GABLES, FLMs. Dvorak was the Project Manager for the engineering and design services for the upgrades of Pump Station D. The pump station has two (2) 50 HP pumps in a dry well – wet well conﬁguration. These pumps have reached the end of their useful life resulting in multiple O&M issues, including pumps leaking and clogging. The scope of the project includes design of a new wet well, valve vault, new submersible pumps, control panel, yard piping and site civil design. Hardening measures were incorporated in the design with SLR considerations and the design for the installation of a submersible panel and watertight hatches. Ms. Dvorak was also in charge of public outreach and coordination with the community. In addition, the City is interested in obtaining an Envision Award through the Institute of Sustainable Infrastructure (ISI) for this project. A B C D E F G HEXPERTISE IN CATEGORIES:4.3 - EXPANDED KEY PERSONNEL RESUMES

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PUMP STATIONSTEAM LEADReinaldo Rivera-Reyes, PEKEY QUALIFICATIONSOVERVIEW:Mr. Rivera-Reyes has over 45 years of experience in the design & construction ﬁeld for major infrastructure projects, with expertise in water & wastewater pump stations and pipelines, structures, roadways, bridges, aviation, and drainage facilities. He is a Professional Engineer with extensive experience in design and construction management for infrastructure projects with structural, mechanical, instrumentation & controls, HVAC, electrical, and civil components. He embraces modern principles and practices of civil engineering, especially in the areas of design, construction management and inspection services. Mr. Rivera-Reyes has also worked on emergency recovery projects in the aftermath of Hurricane Maria. He is also knowledgeable of infrastructure hardening with the evaluation, selection, design and implementation of hazard mitigation measures for ﬂood and high velocity winds protection. Mr. Rivera-Reyes is committed to safety and has proven to be successful at anticipating issues and implementing creative solutions.RELEVANT EXPERIENCE:PIPELINE SUBAQUEOUS CANAL CROSSING REPLACEMENT ALONG FLAMINGO WATERWAY – TECHNICAL ADVISOR – MIAMI BEACH, FLMr. Rivera-Reyes is the Engineer Of Record for the engineering, design, permitting, bid support and engineering services during construction for the replacement of a 20-inch water main and 30-inch force main within the Bayshore Park project area. 300 Engineering developed and implemented an expedited project schedule in close coordination with the City to comply with the sensitive timeline, under this project 300 Engineering was able to develop 90% design drawings and technical speciﬁcations for the replacement of approximately 850 LF of 30-inch force main and 1200 LF of 20-inch water main within 8 weeks. Moreover, permits were obtained in less than 90 days, with the water main extension being approved in 24 hours.W-2 WATER BOOSTER PUMP STATION REHABILITATION – ENGINEERING AND DESIGN SERVICES – ENGINEER OF RECORD – MIAMI BEACH, FL Mr. Rivera-Reyes is the Engineer of Record for the engineering, design, permitting, bid support and engineering services during construction for the W-2 Water Booster Pump Station Rehabilitation project. The project includes: replacement and relocation of process piping and isolation valves (ranging from 12-inch to 24-inch in diameter), installation of new intake/discharge 24-inch water main, installation of new 3 ton crane and trolley system, structural modiﬁcation of the pump station building, replacement of three (3) pump and motors, hardening and resiliency upgrades (accessibility upgrades, ﬂood and impact protection pump station and electrical buildings envelope, upgrades to the ventilation and air conditioning system to comply with current building codes and replacement of on-site generator). PUMP STATION 1 REHABILITATION AND HARDENING – ENGINEERING AND DESIGN SERVICES – ENGINEER OF RECORD – MIAMI BEACH, FLMr. Rivera-Reyes is the Engineer of Record for the engineering, design, permitting, bid support and engineering services during construction for the rehabilitation and hardening of the regional pump station PS-1. The project includes replacement of the four pump and motors, process piping, electrical equipment including VFDs, on-site generator, instrumentation & controls, and HVAC equipment. The project also includes the hardening of the pump station with hazard mitigation strategies for ﬂood, wind and impact protection.• Knowledge of City’s and County Codes, Ordinances and Permitting Process• Multidisciplinary Engineer• Engineer of Record for several water and wastewater infrastructure projects • Water, Sanitary and Stormwater Piping Construction inspections• Extensive experience in performing plans reviews and feasibility assessments• Experienced in performing ﬁeld visits, QA/QC, cost estimating and procurement services• Experienced in design, and project management• Experienced with County and State MOT requirements• Knowledge of Florida Building CodeEDUCATION:• BS Civil Engineering, University of Puerto RicoCERTIFICATIONS/ AWARDS• Professional Engineer (PE), Florida and Puerto Rico• RPA (Surveying Permanent Register) Puerto Rico• Stormwater Pollution Prevention Plan (SWPP) • Safety and OSHA TrainingsYEARS OF EXPERIENCE45 years44.3 - EXPANDED KEY PERSONNEL RESUMES

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183RELEVANT EXPERIENCE - continued:PIPELINE SUBAQUEOUS CANAL CROSSING REPLACEMENT ALONG FLAMINGO WATERWAY – ENGINEER OF RECORD – MIAMI BEACH, FLMr. Rivera-Reyes is the Engineer of Record for the engineering, design, permitting, bid support and engineering services during construction for the installation of two 30-inch FM subaqueous canal crossing under the Flamingo Waterway. 300 Engineering performed an engineering assessment to determine the best replacement method and the alignment of the proposed pipes. It was determined that a Horizontal Directional Drill (HDD) was the most adequate solution, the pipes will be installed centered along the bridge alignment, at least 12-feet below the piers. In addition, system reliability has been increased by the installation of a new pipe interconnection that allows switching ﬂows from one force main to the other, without the need of service interruptions in case of pipe failure. WESTWOOD LAKES FACILITY, PS 536, AND PS 1310 HARDENING – ENGINEER OF RECORD – MIAMI-DADE COUNTY, FLMr. Rivera-Reyes is the Engineer of Record for the engineering and design services of the civil, architectural and structural disciplines for the Westwood Lakes Facility, PS 536, and PS 1310 Hardening. The project involves ﬂood, impact and wind protection for damage mitigation under severe weather events. The ﬁrst phase of the project included the preparation of a detailed preliminary design memorandum to evaluate hardening alternatives and select the best solution for each case. This evaluation also included a structural assessment of the PS integrity and deﬁnition of the design criteria for the selected hardening alternative.PS-0062 REPLACEMENT, GRAVITY MAIN EXTENSION AND FORCE MAIN INSTALLATION – ENGINEER OF RECORD – CITY OF MIAMI, FL Mr. Rivera-Reyes is the Engineer of Record for replacement and relocation of PS-0062, which includes upgrades to the sanitary sewer collection and transmission system with the installation of a new 30-inch gravity main, installation of a new 24-inch force main and replacement of an 8-inch gravity sewer main. Mr. Rivera-Reyes is responsible for the civil and structural disciplines of the project. The pump station serves a largely residential area with commercial properties located along major roadways. Due to anticipated increases in sewage ﬂow, WASD has identiﬁed PS 0062 for relocation and replacement with a higher capacity pump station. The new pump station will be located on a parcel acquired by WASD at 7120 NE 2nd Avenue, which is Northwest of the existing PS-0062.CITY OF CORAL GABLES PUMP STATION D ENGINEERING AND DESIGN SERVICES – ENGINEER OF RECORD – CITY OF CORAL GABLES, FLMr. Rivera-Reyes was the Engineer of Record for the engineering and design services for the upgrades of Pump Station D. The pump station has two (2) 50 HP pumps in a dry well – wet well conﬁguration. These pumps have reached the end of their useful life resulting in multiple O&M issues, including pumps leaking and clogging. The scope of the project includes design of a new wet well, valve vault, new submersible pumps, control panel, yard piping and site civil design. Hardening measures were incorporated in the design with SLR considerations and the design for the installation of a submersible panel and watertight hatches. Mr. Rivera-Reyes was also in charge of public outreach and coordination with the community. In addition, the City is interested in obtaining an Envision Award through the Institute of Sustainable Infrastructure (ISI) for this project.CITY OF CORAL GABLES PUMP STATION “JOURNEY’S END” AND FORCE MAIN, DESIGN AND ENGINEERING SERVICES – ENGINEER OF RECORD – CORAL GABLES, FL Mr. Rivera-Reyes was the Engineer or Record for the Journey’s End Pump Station Upgrade and Force Main project. The project involves the design and construction for the upgrade of the Pump Station Journeys End which includes a new valve vault, new pumping equipment, new electrical control panel as well as ﬂood mitigation components. The project also involves the design and Construction of a new 4-Inch discharge force main of approximately 1,600 LF. Services provided by 300 Engineering include Engineering Assessment, Planning, Engineer of Record Services, Opinion of Probable Cost, Permitting, Procurement Support Services. A B C D E EXPERTISE IN CATEGORIES:4.3 - EXPANDED KEY PERSONNEL RESUMES

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PUMP STATIONS TEAM LEAD & MEPChen Li, PE, LEED APKEY QUALIFICATIONSOVERVIEW:Ms. Li has more than 30 years of experience in mechanical, electrical, instrumentation, controls, HVAC and ﬁre protection engineering for various governmental, industrial, aviation, rail, educational, institutional, and commercial facilities, including water and wastewater infrastructure facilities. With engineering proﬁciencies in both mechanical and electrical disciplines and extensive experience and knowledge in instrumentation & control engineering, Ms. Li has successfully completed multiple projects of various complexity. Her experience starts with preliminary engineering, design & development and continues through construction management. Ms. Li’s mechanical specialties include fuel and pneumatic piping distribution system, HVAC, plumbing and ﬁre protection systems for various scale of industrial, commercial, governmental, educational, institutional facilities. Ms. Li’s electrical specialties include design of power generation, distribution, motor control, lighting, and grounding, instrumentation, communication, and access control systems for industrial, commercial, and governmental facilities.RELEVANT EXPERIENCE:PUMP STATION 1 REHABILITATION AND HARDENING – ENGINEERING AND DESIGN SERVICES – ENGINEER OF RECORD – MIAMI BEACH, FLMs. Li is the Electrical and I&C Engineer of Record for the engineering, design, permitting, bid support and engineering services during construction for the rehabilitation and hardening of the regional pump station PS-1. The project includes replacement of the four pump and motors, process piping, electrical equipment including VFDs, on-site generator, instrumentation & controls, and HVAC equipment. The project also includes the hardening of the pump station with hazard mitigation strategies for ﬂood, wind and impact protection.CORAL GABLES PUMP STATION F ELECTRICAL UPGRADES – ENGINEER OF RECORD (EOR) – CORAL GABLES FLMs. Li served as EOR for the upgrades of Pump Station F located at 1551 Madruga Ave. This is a duplex submersible station with 30 hp pumps and an emergency generator. The existent electrical equipment was corroded and obsolete. Upgrades to the pump station included: new electrical generator, relocation of backup generation system, new power meter, main disconnect safety switch with fuses, Automatic Power Transfer Switch (ATS), control panel with main and emergency circuit breaker, pump motor connection box by wet well, all wiring, raceway and grounding system, new SCADA system, among others.ENGINEERING, DESIGN AND RELATED SERVICES FOR THE IMPROVEMENT – WASD PS D2-D2 – ELECTRICAL AND I&C ENGINEER OF RECORD (EOR)– MIAMI-DADE COUNTY, FLMs. Li acted as EOR for the Electrical, Telemetry, Instrumentation & Control, and Limited Construction Support Services for the design of the new WASD pump station D2-D-2 of located at 15100 NW 7th Avenue. This is a duplex station with 47 hp pumps.ENGINEERING, DESIGN AND RELATED SERVICES FOR THE IMPROVEMENT – WASD PS 0520 – ELECTRICAL AND I&C ENGINEER OF RECORD (EOR) – MIAMI-DADE COUNTY, FLMs. Li worked as EOR for the Electrical, Telemetry, Instrumentation & Control, and Limited Construction Support Services for the improvements of WASD’s PS0520 located at 13590 SW 62nd St. in Miami. This is a duplex station with 30 hp pumps. The project includes conversion of Dry Well/Wet Well station to fully submersible • Mechanical, Electrical and I&C design expertise for Water & Sewer Infrastructure• Assessment and design expertise in HVAC and Chiller Plants• Extensive experience in Power Generation and Distribution projects • I&C and SCADA Systems Design and Implementation• Fire Protection and Smoke Control design• Energy Management SystemEDUCATION:• MSc Mechanical Engineering, Florida International University• MSc Engineering Mechanics, University of Science and Technology of China, Hefei• BS, Engineering Mechanics, University of Science and Technology of China, HefeiCERTIFICATIONS/ AWARDS• *Professional Engineer Florida Mechanical Engineering, 1998• *Professional Engineer Florida Electrical Engineering, 2002• *Florida PE No. 52692• LEED Accredited Professional, 2008• NCEES No. 46827 Since 2011YEARS OF EXPERIENCE30 years44.3 - EXPANDED KEY PERSONNEL RESUMES

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185RELEVANT EXPERIENCE - continued:pump station. Coordination with FPL for new service and temporary disconnect of high voltage power lines. Duplex pump control panel design with portable emergency power connection, SCADA & instrumentation design with new pressure transmitter on discharge line, new well levels controller with secondary backup ﬂoat system, Arc Flash Study and Short-circuit analysis.ENGINEERING, DESIGN AND RELATED SERVICES– WASD PS0830 – ELECTRICAL AND I&C ENGINEER OF RECORD (EOR) – MIAMI-DADE COUNTY, FLMs. Li served as the EOR for the Electrical, Telemetry, Instrumentation & Control, and Limited Construction Support Services for the improvements of WASD’s PS 0830 located at 10451 SW 92nd St, Miami. This is a duplex station with 25 hp pumps. The project also includes the design of a new stand-by generator, Automatic Power Transfer Switch (ATS), control panel with main and emergency circuit breaker, pump motor connection box by wet well, all wiring, raceway and grounding system, new SCADA system, among others.PUMP STATION PS-319 – MECHANICAL ENGINEER SOUTH FLORIDA WATER MANAGEMENT DISTRICT (SFWMD) – WEST PALM BEACH, FLMs. Li served as Mechanical Engineer for the design of the extension of fuel supply, return, and backup fuel supply piping from the existing distribution system to the new generator buildings, and HVAC system of the new generator buildings.PUMP STATION G508 – SR. ELECTRICAL ENGINEER – SOUTH FLORIDA WATER MANAGEMENT DISTRICT – HENDRY COUNTY, FLMs. Li was the Senior Electrical Engineer and engineer during construction for design and construction of a large pump station that served as the main water supply structure to the wetlands treatment system that also performed a secondary role as a ﬂood control structure for adjacent properties. Pump conﬁguration consisted of both high ﬂow diesel pumps and low ﬂoor electrical pumps.OVERTOWN TRANSIT VILLAGE BUILDING SMOKE EVACUATION SYSTEM – MIMI DADE COUNTY ISD – ENGINEER OF RECORD – MIAMI DADE COUNTY, FLMs. Li provided engineering design, permitting, bid & award support, construction administration support & closeout services for the removal, disposal and replacement of the currently deteriorated roof ductwork and smoke dampers that serve the supply fans SF1 & SF2, replacement of the roof discharge ductwork that serve EPF-1 and EPF-2, as well as the louver ﬁlter racks at the roof mechanical room that were no longer ecient. The project also entailed a testing of the smoke evacuation system and stair pressurization systems. RAILWAY MAINTENANCE FACILITY – SENIOR MECHANICAL AND ELECTRICAL ENGINEER – WEST PALM BEACH, FLShe served as Senior Mechanical and Electrical Engineer for the Design & Built Railway Maintenance Facility including multiple buildings, and maintenance yards. The systems designed included interconnected compressed air generation and distribution system, HVAC systems, industrial equipment electrical & mechanical connections, electric utility incoming feeds, site & building power, indoor and outdoor lighting, wayside powers, ﬁre alarms and instrumentation & controls for the All Aboard Florida Rail Maintenance Facility in West Palm Beach, FL BROWARD COUNTY MAIN JAIL – SENIOR MECHANICAL AND ELECTRICAL ENGINEER –FORT LAUDERDALE, FLMs. Li acted as Senior Mechanical and Electrical Engineer leading a design team for the design of the replacement of four larger air handler units serving 8-story and approximate 160,000 sq. ft. ﬂoor areas of the maximum secured facility. She was lead engineer and Project Manager for the Smoking Control Recertiﬁcation of the Broward County Main Jail. She was Project Manager and lead engineer for the Air Distribution System Analysis for the four (4) air handler units serving the 4th ﬂoor air handler units in Broward County Main Jail. She was Project Manager and lead engineer for the Performance Evaluation of the HVAC System for the 4th ﬂoor air handler units in Broward County Main Jail. A EXPERTISE IN CATEGORIES:4.3 - EXPANDED KEY PERSONNEL RESUMES

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SSES and I/I TEAM LEADPaola Davalos, PE, ENV SPKEY QUALIFICATIONSOVERVIEW:Ms. Davalos has experience managing water and wastewater infrastructure projects including the design of wastewater pump stations, gravity mains, force mains and planning studies for expansions and upgrades of water and wastewater systems in South Florida. Ms. Davalos has been responsible for the engineering management and planning of over 100 wastewater pump stations, ranging from 5 to 100 HP in pump motor size. Ms. Davalos specializes in Sanitary Sewer Evaluation Survey (SSES) management and Inﬁltration & Inﬂow (I/I) analysis and monitoring. Ms. Davalos has extensive expertise in Pump Station Hydraulics, SCADA Data analysis and I/I investigation and reduction eorts.RELEVANT EXPERIENCE:$215M PUMP STATION IMPROVEMENT PROGRAM (PSIP) MIAMI-DADE COUNTY - PROGRAM, DESIGN & CONSTRUCTION MANAGEMENT AND SUPPORT SERVICES – DESIGN CONSULTANT PROJECT MANAGER – MIAMI-DADE COUNTY, FLDesign Consultant Project Manager and Engineering Manager for the upgrade of the Wastewater Collection and Transmission System (WCTS) including pump stations and force mains. Each pump station must be certiﬁed as capable of meeting a nominal average pump operating time (NAPOT) of less than or equal to 10 hours per day. The program aims to bring into compliance 153 sewage pump stations that do not comply with the NAPOT and Peak Flow Criterion. Ms. Davalos was responsible for the preliminary design of pump stations and force mains, including pump motor selection, hydraulic analysis, review of pump station requirements and appurtenances as well as the interpretation of SCADA Data for I/I analysis and monitoring. Ms. Davalos also managed multiple pump station and force main design projects. Her role included management of four design consultant ﬁrms, plans review, review of technical speciﬁcations, coordination with utilities, permitting and regulatory agencies, invoice processing, quality control of project deliverables, among others.SANITARY SEWER EVALUATION SURVEY (SSES) – NIGHT FLOW STUDY AND BASIN PRIORITIZATION – PROJECT MANAGER – CITY OF CORAL GABLES, FL Ms. Davalos served as Project Manager responsible for performing a system ﬂow evaluation in order to identify basins above the 5,000 GPDIM Inﬁltration and Inﬂow (I/I) threshold speciﬁed in the Miami-Dade County Code. 300 Engineering performed wet season night ﬂow monitoring by a combination of ﬁeld investigations, and analysis of the City’s Supervisory Control and Data Acquisition (SCADA) system data. Additionally, 300 Engineering analyzed the relationship between system-wide wastewater ﬂows and rainfall, groundwater and tidal elevations for the one-year period of 2019. 300 Engineering prepared the City’s Third Cycle Phase 1 and 2 SSES Report for submittal to the Miami-Dade County Department of Regulatory and Economic Resources (RER) Division of Environmental Resources Management (DERM). Additionally, 300 Engineering provided recommended priorities, timelines, tactics, initiatives, and the associated preliminary estimated costs to implement a phased I/I reduction program.CITY-WIDE SMOKE TESTING OF SANITARY SEWER SYSTEM – PROJECT MANAGER – CORAL GABLES. FL Ms. Davalos was the Project Manager for this project in which 300 Engineering provided smoke testing services for the City’s entire sanitary sewer system of approximately 65 miles of gravity mains as part of the SSES requirements of the Florida Department of Environmental Protection (FDEP) and the Miami-Dade County Department of Regulatory and Economic Resources (RER). • Expert in hydrograph and SCADA data analysis• Inﬁltration and Inﬂow Management Expertise• Focused on Cost-Eective Planning and Engineering• Experienced in Asset Management Systems• Expert in pump station hydraulic analysis and design• Highly skillful in force main assessment and evaluations• Experienced in the preparation of technical speciﬁcations• Specialized in Business Process Optimization using Lean MethodologyEDUCATION:• BS Environmental Engineering, Florida International University, 2014CERTIFICATIONS/ AWARDS• Professional Engineer, FL• Envision Sustainability Professional (ENV SP)• Lean Enterprise Institute – Practicing Lean Fundamentals in an Oce Environment• Associations: ASCE, WEFYEARS OF EXPERIENCE9 years44.3 - EXPANDED KEY PERSONNEL RESUMES

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187RELEVANT EXPERIENCE - continued:The project scope included identifying locations where smoke is observed which can be caused by structural damage in pipes or manholes, cross-connections with roof gutters, sewer cleanouts, leakage in laterals, area drains, and stormwater drain cross-connections. The ﬁeld team utilized methods to locate smoke leakage including: triangulating the defect with respect to the distance from two ﬁxed objects (house corners, power poles, ﬁre hydrant, etc.) and recording on a location sketch; sub-meter GPS coordinates; or recording the distance from the upstream manhole to a point perpendicular to the defect, as well as the distance left/right to the defect. In addition, the project included performing a visual inspection to the sanitary sewer manholes. INFLOW AND INFILTRATION (I/I) PLAN OF COMPLIANCE FOR NORTH BAY VILLAGE SEWER SYSTEM – PROJECT MANAGER – NORTH BAY VILLAGE, FLProject Manager for the generation of an I/I Plan of Compliance to assist in bringing the Village’s basins into compliance with the County code, in order to facilitate development within the Village and satisfy the RER/DERM requirements for I/I compliance. The main driver of this project was that the Village’s pump station basins were placed under INCOMPLETE (IN) Moratorium for being out of compliance with the standard for inﬁltration and ﬂow (I/I) according to the Miami-Dade County Code. As a result, no certiﬁcate of use/occupancy, or municipal occupational license for any project that will increase sewage ﬂows is allowed until the Village performs all required improvements, repairs, or upgrades required to bring the Basins into compliance. 300 Engineering developed a Plan of Compliance for the Village, in coordination with RER/DERM which included Night Flow Testing, Calculation of GPDP and allowable I/I per Basin, Water Consumption Analysis, Night Flow Isolation & Visual Manhole Inspections, Smoke Testing and subsequent regulatory reporting. 300 Engineering used ArcGIS ﬁeld maps, for data collection and integration with a GIS dashboard in order to help the Village make decisions, visualize trends, monitor status in real time, and inform their constituents. SANITARY EVALUATION SYSTEM SURVEY 3RD CYCLE REPORT (SSES) & SMOKE TESTING OF SANITARY SEWER SYSTEM – PROJECT MANAGER – SURFSIDE, FLProject Manager for the Smoke Testing of the Town’s sanitary sewer collection system as part of the SSES assessment required for compliance with Miami-Dade County Code. Additionally, 300 Engineering conducted Visual Manhole Inspections as part of the SSES assessment due to the susceptibility of manholes to structural defects and/or I/I. A Corrective Action Plan was developed as part of the SSES report including recommended priorities, timelines, tactics and initiatives, and the associated preliminary estimated costs for implementation. Driven by the need for a phased I/I reduction program with speciﬁc targets and deadlines, the following objectives were set for the Town’s I/I program: Prioritization Plan for I/I Reduction including Sanitary Manholes Repairs, CCTV Inspection of Gravity Mains, Inspection of Suspect Lateral Defects. The Corrective Action Plan included a lifecycle cost assessment, Savings Beneﬁt-to-Cost Ratio, Internal Rate of Return, and Payback Period for the proposed I/I investigation and rehabilitation measures.CITY OF CORAL GABLES PUMP STATION “JOURNEY’S END” AND FORCE MAIN, DESIGN AND ENGINEERING SERVICES –PROJECT MANAGER– CORAL GABLES, FL Ms. Davalos was the Project Manager for the Journey’s End Pump Station Upgrade and Force Main project. The project involves the design and construction for the upgrade of the Pump Station Journeys End which includes a new valve vault, new pumping equipment, new electrical control panel as well as ﬂood mitigation components. The project also involves the design and Construction of a new 4-Inch discharge force main of approximately 1,600 LF. Services provided by 300 Engineering include Engineering Assessment, Planning, Engineer of Record Services, Opinion of Probable Cost, Permitting, Procurement Support Services. A B C D E F G HEXPERTISE IN CATEGORIES:4.3 - EXPANDED KEY PERSONNEL RESUMES

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SSES AND I/I TEAMReynaldo Urquiola, CUCKEY QUALIFICATIONSOVERVIEW:Mr. Urquiola has over thirty-eight (38) years of experience managing the operations, maintenance, and construction of the Sewage Collection System and Wastewater Pumping Facilities for Miami-Dade Water and Sewer Department. Mr. Urquiola has worked on multiple pump station construction projects which vary in scope and complexity, such as: wet well improvement programs, asset management system implementation, submersible pump replacement programs, among others. Additionally, Mr. Urquiola has vast expertise in sewer collection systems, including ﬂow monitoring and Inﬁltration & Inﬂow (I/I) reduction programs.Mr. Urquiola’ s unparalleled knowledge of pump stations, collection systems and I/I quantiﬁcation and reduction measures makes him well suited to provide technical advisement for wastewater projects from the Operations and Maintenance perspective. He will utilize this experience to anticipate any potential issues early on in the design phase to ensure project eciency, performance, and reliability.RELEVANT EXPERIENCE:SANITARY SEWER EVALUATION SURVEY (SSES) – NIGHT FLOW STUDY AND BASIN PRIORITIZATION – TECHNICAL ADVISOR – CITY OF CORAL GABLES, FL Mr. Urquiola served as Technical Advisor responsible for performing a system ﬂow evaluation in order to identify basins above the 5,000 GPDIM Inﬁltration and Inﬂow (I/I) threshold speciﬁed in the Miami-Dade County Code. 300 Engineering performed wet season night ﬂow monitoring by a combination of ﬁeld investigations, and analysis of the City’s Supervisory Control and Data Acquisition (SCADA) system data. Additionally, 300 Engineering analyzed the relationship between system-wide wastewater ﬂows and rainfall, groundwater and tidal elevations for the one-year period of 2019. 300 Engineering prepared the City’s Third Cycle Phase 1 and 2 SSES Report for submittal to the Miami-Dade County Department of Regulatory and Economic Resources (RER) Division of Environmental Resources Management (DERM). Additionally, 300 Engineering provided recommended priorities, timelines, tactics, initiatives, and the associated preliminary estimated costs to implement a phased I/I reduction program.CITY-WIDE SMOKE TESTING OF SANITARY SEWER SYSTEM – TECHNICAL ADVISOR – CORAL GABLES. FL Mr. Urquiola was the Technical Advisor for this project in which 300 Engineering provided smoke testing services for the City’s entire sanitary sewer system of approximately 65 miles of gravity mains as part of the SSES requirements of the Florida Department of Environmental Protection (FDEP) and the Miami-Dade County Department of Regulatory and Economic Resources (RER). The project scope included identifying locations where smoke is observed which can be caused by structural damage in pipes or manholes, cross-connections with roof gutters, sewer cleanouts, leakage in laterals, area drains, and stormwater drain cross-connections. The ﬁeld team utilized methods to locate smoke leakage including: triangulating the defect with respect to the distance from two ﬁxed objects (house corners, power poles, ﬁre hydrant, etc.) and recording on a location sketch; sub-meter GPS coordinates; or recording the distance from the upstream manhole to a point perpendicular to the defect, as well as the distance left/right to the defect. In addition, the project included performing a visual inspection to the sanitary sewer manholes. • Wastewater Operations Expert• Experience managing the operation of pump stations with pumps from 3 to 900 HP• Expertise in SSES, CCTV, grouting, and repair of I/I • Project Manager for Cone of Inﬂuence, Night Flow Metering and Smoke Testing Projects• Responsible for the daily distribution of ﬂows between 3 wastewater treatment plants which treat nearly 300 MGD and a peak ﬂow of over 700 MGDEDUCATION:• South West Dade Senior High School, Miami Fl• RETS Technical Center, Miami, FL Applied Electronics TechnologyCERTIFICATIONS/ AWARDS• State of Florida Certiﬁed Underground Utility and Excavation (CUC)• Safe Handling and Use of Chemical Grouts• Certiﬁed Backﬂow Tester, Miami Florida• R.S. Means, Mechanical and Electrical Estimating.• R.S. Means, Managing Facilities Construction and Maintenance.• National Safety Council, Workzone Concepts Levels III• Installing Total Predictive Maintenance, University of Wisconsin.YEARS OF EXPERIENCE38 years44.3 - EXPANDED KEY PERSONNEL RESUMES

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189RELEVANT EXPERIENCE - continued:INFLOW AND INFILTRATION (I/I) PLAN OF COMPLIANCE FOR NORTH BAY VILLAGE SEWER SYSTEM – TECHNICAL ADVISOR – NORTH BAY VILLAGE, FLTechnical Advisor for the generation of an I/I Plan of Compliance to assist in bringing the Village’s basins into compliance with the County code, in order to facilitate development within the Village and satisfy the RER/DERM requirements for I/I compliance. The main driver of this project was that the Village’s pump station basins were placed under INCOMPLETE (IN) Moratorium for being out of compliance with the standard for inﬁltration and ﬂow (I/I) according to the Miami-Dade County Code. As a result, no certiﬁcate of use/occupancy, or municipal occupational license for any project that will increase sewage ﬂows is allowed until the Village performs all required improvements, repairs, or upgrades required to bring the Basins into compliance. 300 Engineering developed a Plan of Compliance for the Village, in coordination with RER/DERM which included Night Flow Testing, Calculation of GPDP and allowable I/I per Basin, Water Consumption Analysis, Night Flow Isolation & Visual Manhole Inspections, Smoke Testing and subsequent regulatory reporting. 300 Engineering used ArcGIS ﬁeld maps, for data collection and integration with a GIS dashboard in order to help the Village make decisions, visualize trends, monitor status in real time, and inform their constituents. SANITARY EVALUATION SYSTEM SURVEY 3RD CYCLE REPORT (SSES) & SMOKE TESTING OF SANITARY SEWER SYSTEM –TECHNICAL ADVISOR – SURFSIDE, FLTechnical Advisor for the Smoke Testing of the Town’s sanitary sewer collection system as part of the SSES assessment required for compliance with Miami-Dade County Code. Additionally, 300 Engineering conducted Visual Manhole Inspections as part of the SSES assessment due to the susceptibility of manholes to structural defects and/or I/I. A Corrective Action Plan was developed as part of the SSES report including recommended priorities, timelines, tactics and initiatives, and the associated preliminary estimated costs for implementation. Driven by the need for a phased I/I reduction program with speciﬁc targets and deadlines, the following objectives were set for the Town’s I/I program: Prioritization Plan for I/I Reduction including Sanitary Manholes Repairs, CCTV Inspection of Gravity Mains, Inspection of Suspect Lateral Defects. The Corrective Action Plan included a lifecycle cost assessment, Savings Beneﬁt-to-Cost Ratio, Internal Rate of Return, and Payback Period for the proposed I/I investigation and rehabilitation measures.$1.9B USEPA CONSENT DECREE MIAMI DADE COUNTY - PROGRAM, DESIGN & CONSTRUCTION MANAGEMENT AND SUPPORT SERVICES – SR. CONSTRUCTION MANAGER – MIAMI-DADE CUNTY, FLSr. Construction Manager for the upgrades of the Wastewater Collection and Transmission System (WCTS), including several major booster sanitary sewer pump station projects. Mr. Urquiola supervises the construction of the upgrades/rehabilitation of these pump stations including the replacement of pumps & motors, installation of new process and yard piping, electrical building upgrades to install new switchgear and VFDs, structural modiﬁcations, installation of new instrumentation & controls. Mr. Urquila assists in the commissioning, testing and start up activities of these pump stations. MIAMI-DADE WATER AND SEWER DEPARTMENT (WASD) PUMP STATION MAINTENANCE DIVISION – ASSISTANT MAINTENANCE SUPERINTENDENT – MIAMI-DADE COUNTY, FL Mr. Urquiola’s responsibilities included: Supervision of 53 employees to include 8 ﬁrst line Maintenance Supervisors involved in the maintenance and operations of over 1051 wastewater pump stations of varying sizes and capacities from 3 to 900 horsepower. He was responsible for the daily distribution of ﬂows between 3 wastewater treatment plants which treat nearly 300 MGD (Million Gallons per Day) and a peak ﬂow of over 700 MGD. Mr. Urquiola was also responsible for the collection of data and preparation of documentation to assure compliance of regulations set forth by the Department of Environmental Resources Management, Florida Department of Environmental Protection and the U.S. Environmental Protection Agency. He was responsible for preparing and managing a Divisional operations and maintenance budget A B C D E EXPERTISE IN CATEGORIES:4.3 - EXPANDED KEY PERSONNEL RESUMES

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WATER MAIN & FORCE MAIN TEAM LEADRafael J. Ballesteros, PEKEY QUALIFICATIONSOVERVIEW:Mr. Ballesteros has over 45 years of water and wastewater infrastructure engineering, design, permitting, management, procurement and construction. Mr. Ballesteros has extensive experience with the design of pipelines from 8 to 96-inches in diameter that brings maximum eciency in his design eorts. His experience covers the design of over 170 miles of water and wastewater pipelines and the construction of over 55 miles of pipeline construction. Responsible for the design of large concrete and ductile iron transmission mains as well as the development and implementation of Miami-Dade Water and Sewer standard speciﬁcations, rules and regulations. He has also served as the EOR for multiple PCCP pipelines and micro-tunneling projects in FDOT and Miami-Dade roadways. In his 30 years working with the Miami-Dade Water and Sewer Department, he was responsible for the design of large concrete and ductile iron transmission mains; coordinating and implementing Miami-Dade Water and Sewer Standards Speciﬁcation, rules and regulations. RELEVANT EXPERIENCE:16-INCH WATER MAIN ALONG NW 36TH STREET FROM CURTIS PARKWAY TO NW 42ND AVE NORTH OF MIAMI INTERNATIONAL AIRPORT – ENGINEER OF RECORD – MIAMI-DADE COUNTY, FLEngineer of Record for the replacement of an undersized 8-inch Cast Iron (CI) Water Main with a new 16-inch Ductile Iron (DI) Water Main. As part of the Agreement with the City of Miami Springs, the Miami Dade Water and Sewer Department is required to upgrade the water system to increase water pressure and provide optimum ﬁre ﬂow protection. The 8,900 LF water main will run along NW 36th Street from Curtis Parkway to NW 42nd Ave (N. Lejeune Rd). Services provided by 300 Engineering include but are not limited to: design, permitting, cost estimating, preparation of technical speciﬁcations, utility coordination, site inspections, scheduling, coordination with stakeholders (City of Miami Springs, FDOT, etc), procurement and construction support services.36-INCH WATER MAIN ALONG NW 106TH STREET FROM NW 107TH AVENUE TO THE INTERSECTION OF NW 87TH AVENUE AND NW SOUTH RIVER DRIVE - ENGINEER OF RECORD SERVICES – ENGINEER OF RECORD – MIAMI-DADE COUNTY, FLEngineer of Record for the replacement of the design of a 36-inch Ductile Iron (DI) Main. The Miami Dade Water and Sewer Department is required to upgrade the water system to increase water pressure and provide optimum ﬁre ﬂow protection. The 11,000 LF water main will run along NW 106th Street from NW 107th Ave to the Intersection of NW 87th Avenue and NW South River Drive, within the Town of Medley. Project involves the design of a micro-tunneling crossing Florida East Coast (FEC) Railway. Services provided by 300 Engineering includes, but are not limited to design, permitting, cost estimating, preparation of technical speciﬁcations, utility coordination, site inspections, scheduling, coordination with the Town of Medley, procurement and construction support services.DESIGN BUILD FOR THE INSTALLATION OF A 36-INCH FORCE MAIN WITH 54-INCH MICRO-TUNNEL ALONG NW 107 AVE FROM 7TH ST TO 25TH ST – ENGINEER OF RECORD – CITY OF DORAL, FLMr. Ballesteros is the Engineer of Record for the installation of a 36-inch Diameter Sanitary Sewer Force Main project consists on the construction of approximately 8,000 linear feet of 36-inch Ductile Iron Pipe (DI) sewer force main in the Central West Area, within the City of Doral. The proposed sanitary sewer force main is • Expertise in design and management of water and wastewater infrastructure projects with over 170 miles of pipeline design/rehabilitation experience (8-inch to 96-inch)• Former Utilities Liaison for Miami Dade Water & Sewer Department• Over 55 miles of pipeline construction experience • Created speciﬁcation and standards for water and wastewater distribution systems governed by the Miami Dade County Water and Sewer DepartmentEDUCATION:• BS, Civil Engineer Technology, Florida International University, Miami, FloridaCERTIFICATIONS/ AWARDS• Professional Engineer, FL• Supervisor Leadership and Management Certiﬁcation Program• Professional Certiﬁcate in Project Management• Miami Dade County Supervisor Certiﬁcation ProgramYEARS OF EXPERIENCE45 years44.3 - EXPANDED KEY PERSONNEL RESUMES

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191RELEVANT EXPERIENCE - continued:intended to replace an existing 24-inch force main as a method to reduce pressures and increase capacities for future developments in the area. The proposed project route starts south of NW 7th Street (Fontainebleau Blvd) and NW 107th Ave where it connects to an existing 36-inch diameter force main, then running North along NW 107th Ave from NW 7th Street (Fontainebleau Blvd) crossing under a CSX owned railroad, to NW 25th Street, where it will connect to 20-Inch and 24-Inch diameter force mains. CSX crossing includes a 36-Inch diameter sewer force main carrier pipe with a 54-Inch steel casing under an active (CSX) railway.24-INCH FORCE MAIN NW 170TH STREET SANITARY FORCE MAIN IMPROVEMENTS – ENGINEER OF RECORD – MIAMI-DADE COUNTY, FL Mr. Ballesteros is the Engineer of Record for the installation of 2,500 LF of 24-Inch FM along NW 170 St from NW 82 Ave to NW 75 Pl. The scope of the project was based on the need for the Miami Dade Water and Sewer Department (WASD) to improve the wastewater collection and transmission system (WCTS) capabilities by installing a 24-inch force main in an area of unincorporated Miami-Dade County along NW 170th St. Mr. Fernandez was directly responsible for all coordination eorts between WASD, local municipalities, and permitting agencies. The route of this new 24-Inch force main crosses the FDOT highway I-75 and MD-RER’s Peter Pikes Canal where special design conditions were made in order to satisfy both of these governing regulatory agencies. The trenchless construction method of micro-tunneling was chosen to cross the I-75 highway with sucient depth and separations as required by FDOT. An open-cut design was chosen to cross the canal while providing sucient depth, separations, and canal embankment stabilization as required by MD-RER. Services provided by Mr. Fernandez included, but were not limited to design, permitting, cost estimating, preparation of technical speciﬁcations, utility coordination, site inspections, scheduling, coordination with the WASD Sewer Operations, limited procurement and construction support services.BODR FOR THE REHABILITATION/REPLACEMENT OF 2.5 MILES OF 48-INCH PCCP FM ALONG BISCAYNE CANAL – ENGINEER OF RECORD – MIAMI-DADE COUNTY, FLMr. Ballesteros was the Engineer of Record for the preparation of a Basis of Design Report (BODR) for the Rehabilitation/Replacement of 2.5 Miles of 48-inch PCCP FM along Biscayne Canal between NW 57th Avenue and 32nd Avenue. This project required WASD to rehabilitate or replace the 48-inch FM due to the lack of structural integrity. 300 Engineering provided engineering services for the development of a detailed BODR for the replacement of this critical force main. The estimated construction cost is $22.5 M. As EOR, Mr. Ballesteros was responsible for Identiﬁcation of preliminary pipe layouts for ﬁeld evaluation, Base map development, Detailed route analysis and selection, Material selection and OPC.48-INCH FORCE MAIN INTERCONNECT IN THE CENTRAL EAST AREA (DOWNTOWN MIAMI) – SENIOR PROFESSIONAL ENGINEER – MIAMI-DADE COUNTY, FLAs Senior Professional Engineer, Mr. Ballesteros provided included identify Municipal jurisdictions, identify existing or required Right-of-Way, identify the points of connection of the proposed force main, determine its size (48-Inch) and determine the best route for the proposed force main in terms of constructability, to prepare an opinion of probable cost of the selected route, to determine a list of required permits, and to prepare a preliminary project schedule for 7,300 feet of 48-inch Water main in the Miami Downtown area. Performed utility coordination including requesting a design ticket through Sunshine State One Call of Florida, obtaining utility as-builts for the project area, ﬁeld reconnaissance, cost estimating, scheduling, and report writing. Prepared preliminary conceptual drawings showing all the utilities information and the proposed route on an aerial photograph. A B C D E EXPERTISE IN CATEGORIES:4.3 - EXPANDED KEY PERSONNEL RESUMES

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KEY QUALIFICATIONSOVERVIEW:Mr. Mathews has over 40 years of experience in the ﬁelds of water supply, treatment, distribution & sewer collection, having acquired expertise and knowledge in the areas of administration, management, & supervision of pipeline construction and maintenance. He has been involved in various pilot projects and eciency improvement programs, assisting in the development of long-range and short-range planning. During his career, he has coordinated many major emergency projects, including pre-disaster preparedness and recovery eorts. During his previous roles as Chief and Assistant Superintendent for Miami- Dade Water & Sewer Department Water Transmission and Distribution Division, he oversaw daily operations of the Division including: System Improvement & Relocation Section, Maintenance & Repair Section, Service Section, Support & Accountability Section, Data Management Unit, and Administration. Responsible for budgeting for the entire division including operation and maintenance along with numerous capital projects.RELEVANT EXPERIENCE:WASD’S 16-INCH WATER MAIN ALONG NW 36TH STREET FROM CURTIS PARKWAY TO NW 42ND AVE NORTH OF MIAMI INTERNATIONAL AIRPORT – TECHNICAL ADVISOR — MIAMI-DADE COUNTY, FLMr. Mathews served as Technical Advisor for the replacement of an undersized 8-inch Cast Iron (CI) Water Main with a new 16-inch Ductile Iron (DI) Water Main. As part of the Agreement with the City of Miami Springs, the Miami Dade Water and Sewer Department (WASD) was required to upgrade the water system to increase water pressure and provide optimum ﬁre ﬂow protection. The 8,900 LF water main ran along NW 36th Street from Curtis Parkway to NW 42nd Ave (N. Lejeune Rd). Services provided by the design team included, but were not limited to: design, permitting, cost estimating, preparation of technical speciﬁcations, utility coordination, site inspections, scheduling, coordination with stakeholder Miami-Dade Aviation Department (MDAD), City of Miami Springs, FDOT, procurement and construction support services. BAYSHORE PARK WATER MAIN AND FORCE MAIN REPLACEMENT – ENGINEERING AND DESIGN SERVICES – TECHNICAL ADVISOR – MIAMI BEACH, FLMr. Mathews is the Technical Advisor for the engineering, design, permitting, bid support and engineering services during construction for the replacement of a 20-inch water main and 30-inch force main within the Bayshore Park project area. 300 Engineering developed and implemented an expedited project schedule in close coordination with the City to comply with the sensitive timeline, under this project 300 Engineering was able to develop 90% design drawings and technical speciﬁcations for the replacement of approximately 850 LF of 30-inch force main and 1200 LF of 20-inch water main within 8 weeks. Moreover, permits were obtained in less than 90 days, with the water main extension being approved in 24 hours.W-2 WATER BOOSTER PUMP STATION REHABILITATION – SENIOR CONSTRUCTABILITY AND O&M QA/QC REVIEWS – ENGINEER OF RECORD – MIAMI BEACH, FL Mr. Mathews is the Senior Constructability and O&M QA/QC Reviewer for the engineering, design, permitting, bid support and engineering services during construction for the W-2 Water Booster Pump Station Rehabilitation project. This • Former Chief of WASD’s Water Transmission and Distribution Division• Pipeline construction expert with over 200 miles of water pipes installed/rehabilitated• Has executed multiple water system projects, including: improvement, relocation, maintenance, and repair• Experienced in budgeting capital improvement projects• Allowed vast amount of savings to Miami-Dade County through the successful implementation of leak detection and dual feed water main programs EDUCATION:• High school equivalency diploma; State of Florida, Department of Education (G.E.D)• Florida Department of Transportation Maintenance of Trac Course• Certiﬁed Competent Person-Sheeting and Shoring CERTIFICATIONS/ AWARDS• Water Distribution System Operator • Level 1• Class “A” C.D.L. Driver License with Tanker Endorsement• FSAWWA (Florida Section-American Water Works Association)• FWPCOA (Florida Water Pollution Control Operators Association)YEARS OF EXPERIENCE40 years44.3 - EXPANDED KEY PERSONNEL RESUMESWATER MAIN & FORCE MAIN TEAMDaniel T Mathews, ENV SP

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193RELEVANT EXPERIENCE - continued:booster pump station supplies drinking water to the north section of the City from two (2) 215 MG tanks. The project includes: replacement and relocation of process piping and isolation valves (ranging from 12-inch to 24-inch in diameter), installation of new intake/discharge 24-inch water main, installation of new three (3)-ton crane and trolley system, structural modiﬁcation of the pump station building, replacement of three (3) pump and motors, installation of a temporary skid mounted by-pass pump system to be used during construction, hardening and resiliency upgrades (accessibility upgrades, ﬂood and impact protection of the openings of the pump station building and electrical building, upgrades of the ventilation and air conditioning system to comply with current building codes and replacement of on-site generator). INSTALLATION OF 36-INCH DI FORCE MAIN IN NW 107TH AVE FROM NW 7TH ST TO NW 25TH ST – TECHNICAL ADVISOR – DORAL, FLThe Installation of a 36-inch Diameter Sanitary Sewer Force Main project consists on the construction of approximately 8,000 linear feet of 36-inch Ductile Iron Pipe (DI) sewer force main in the Central West Area, within the City of Doral. The proposed sanitary sewer force main is intended to replace an existing 24-inch force main as a method to reduce pressures and increase capacities for future developments in the area. The proposed project route starts south of NW 7th Street (Fontainebleau Blvd) and NW 107th Ave where it connects to an existing 36-Inch diameter force main, then running North along NW 107th Ave from NW 7th Street (Fontainebleau Blvd) crossing under a CSX owned railroad, to NW 25th Street, where it will connect to 20-Inch and 24-inch diameter force mains. CSX crossing includes a 36-inch diameter sewer force main carrier pipe with a 54-inch steel casing under an active (CSX) railway.INSTALLATION OF 36-INCH WATER MAIN ALONG NW 106TH – QA/QC AND CONSTRUCTABILITY REVIEWS – MIAMI-DADE COUNTY, FLQA/QC and Constructability Reviews for the design of a 36-inch Ductile Iron (DI) Main required by the Miami Dade Water and Sewer Department to improve water transmission system redundancy and increase system pressure around Medley, Doral, Miami Lakes, Hialeah and Hialeah Gardens. The 10,500 LF water main runs along NW 106th Street from NW 107th Ave to the Intersection of NW 87th Avenue and NW South River Drive, within the Town of Medley. The project involved the design of approximately 300 LF of 54-Inch Steel Casing installed via micro-tunneling crossing Florida East Coast (FEC) Railway. The project also involved approximately 70 LF of subaqueous canal crossingWATER DISTRIBUTION SYSTEM ASSESSMENT AND OPTIMIZATION – O&M EXPERT – CITY OF OPA-LOCKA, FL Mr. Mathews role under this project was as O&M Expert for the assessment and optimization of the City of Opa-Locka water distribution system. The City’s aging infrastructure experiences a high quantity of unaccounted-for water losses and system failures. In addition, the City was in need of bringing their operations into compliance with the Florida Department of Environmental Protection (FDEP) and the Florida Department of Health (FDOH). As a Level 1 Certiﬁed Water Distribution System Operator, Mr. Mathews provided on-call and on-site technical advising for compliance with FDEP and FDOH regulations and requirements in water main emergency scenarios that require reporting to FDOH.WASD WATER TRANSMISSION & DISTRIBUTION DIVISION – DIVISION CHIEF – MIAMI-DADE COUNTY, FLAs Division Chief, Mr. Mathews was responsible for supervise, coordinate, and plan numerous tasks and projects within the Water Distribution Division including both new construction and maintenance. Responsible for long range planning and budgeting of future projects regarding water and sewer pipeline construction projects. Ensured that the departmental policies and procedures are followed. Assisted in the ordering of equipment and materials that are needed to maintain the distribution system. Responsible for the coordination of various road projects with State, County and other entities that needed WASD utilities relocated or adjusted to complete their work. A B C D E HEXPERTISE IN CATEGORIES:4.3 - EXPANDED KEY PERSONNEL RESUMES

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GRAVITY MAIN TEAM LEADNicholas J. Fernandez, PEKEY QUALIFICATIONSOVERVIEW:Mr. Fernandez has nine (9) years of work experience in civil engineering. This experience carries across the ﬁelds of infrastructure engineering, project management, design, construction management, CAD, GIS, water and sewer systems, land development, storm water and drainage, roadways, utility coordination, cost estimates, scheduling, QA/QC, proposal preparation, ﬁeld inspections, permitting, project procurement and MOT. Mr. Fernandez has worked as a project manager various pipeline projects ranging from 4-Inch to 60-Inch in size. In addition, he worked for the Consent Decree (CD) PMCM program overseeing the design of over 40 pump stations and 50 pipeline projects, served as the project manager for the preparation of the Design Build Criteria Package (DBCP) for the Water Mains Replacement and serve conversion within the South Miami Heights (SMH) and North Miami Beach (NMB) Areas. He is also the Design Manager for WASD’s Design-Build 36-Inch FM along NW 107th Av. Mr. Fernandez has in-depth experience in design and management of water and wastewater pipeline projects, including the installation of several miles of gravity sewers.RELEVANT EXPERIENCE:NEW GRAVITY SYSTEM WITHIN BASIN 1264 – PROJECT MANAGER – MIAMI-DADE COUNTY, FLMr. Fernandez serves as the Project Manager for the design services of a new gravity sewer network for WASD’s Basin 1264. The project is located at unincorporated Miami-Dade County delimited by railroad tracks north of NW 74 St., NW 27 Ave, NW 71 St. as well as NW 67th St, and NW 35th Ave This new basin will eliminate over 180 septic tanks in the project area. The project proposes the installation of approximately 12,300 LF of gravity sewers and 1,300 LF of 8-inch FM within Basin 1264–Project S-3 of the Green Tech Corridor. In addition, the project also proposes the installation approximately 11,060 LF of 12-inch water main to provide adequate distribution and ﬁre protection service to the area.WASTEWATER & WATER SYSTEM IMPROVEMENTS WITHIN BASIN 0107 – PROJECT MANAGER – MIAMI-DADE COUNTY, FLMr. Fernandez serves as the Project Manager for the design services of a new gravity sewer network, new pump station discharge force main, and water distribution pipeline improvements within WASD’s Basin 0107. The project is located at unincorporated Miami-Dade County delimited by NW 78th St on the North, NW 75th St on the South, NW 10th Ave on the East, and NW 22nd Ave on the West. The upgraded basin will eliminate over 65 septic tanks and replace existing undersized infrastructure, in order to provide service to residential unsewered properties, as well as address the projected wastewater ﬂows associated to future commercial and industrial developments. The project proposes the installation of approximately 6,700 LF of 18 and 8-inch gravity sewers, and 70 LF of 12-inch force main within Basin 0107. In addition, the project also proposes the installation of approximately 7,700 LF of 12 and 8-inch water mains to provide adequate distribution and ﬁre protection service to the area.DESIGN BUILD FOR THE INSTALLATION OF A 36-INCH FORCE MAIN WITH 54-INCH MICRO-TUNNEL ALONG NW 107 AVE FROM 7TH ST TO 25TH ST – DESIGN MANAGER – CITY OF DORAL, FLMr. Fernandez is the Design Manager for the installation of a 36-inch Diameter Sanitary Sewer Force Main project consists on the construction of approximately 8,000 linear feet of 36-inch Ductile Iron Pipe (DI) sewer force main in the Central West Area, within the City of Doral. The proposed sanitary sewer force main is • Project Manager and Engineer of Record Expertise for multiple sanitary sewer projects• Engineer of Record for stormwater management projects• Highly knowledgeable in FDOT roadway speciﬁcations and procedures• Trenchless Technologies Expertise• Regulatory/Permitting expertise in roadway, stormwater, water and wastewater infrastructure• Expertise in Opinion of Probably Costs• Proﬁcient in the use of ArcGIS, AutoCAD, Primavera P6 SchedulesEDUCATION:• BS Civil Engineering, • Florida International University,• Miami, FL - 2012CERTIFICATIONS/ AWARDS• Professional Engineer (PE), Florida• NASSCO, PACP, LACP, MACP• FDOT-MOT Advanced CertiﬁcationYEARS OF EXPERIENCE9 years44.3 - EXPANDED KEY PERSONNEL RESUMES

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195RELEVANT EXPERIENCE - continued:intended to replace an existing 24-inch force main as a method to reduce pressures and increase capacities for future developments in the area. The proposed project route starts south of NW 7th Street (Fontainebleau Blvd) and NW 107th Ave where it connects to an existing 36-Inch diameter force main, then running North along NW 107th Ave from NW 7th Street (Fontainebleau Blvd) crossing under a CSX owned railroad, to NW 25th Street, where it will connect to 20-Inch and 24-Inch diameter force mains. CSX crossing includes a 36-Inch diameter sewer force main carrier pipe with a 54-Inch steel casing under an active (CSX) railway.GRAVITY SYSTEM EXTENSION WITHIN BASIN 1204 – PROJECT MANAGER – MIAMI-DADE COUNTY, FLMr. Fernandez is the Project Manager for the design services of a gravity sewer extension for WASD’s Basin 1204 to be able to expand the sanitary sewer services to commercial and industrial sites. The project is located along NW 79th St. from NW 11th Ct. to NW 7th Ave. The proposed gravity sewer consists of installing approximately 2,400 linear feet of 8-inch polyvinyl chloride (PVC) pipe that will eliminate over 29 septic tanks in the project area. In addition, the project also proposes the installation of approximately 2650 linear of a 12-inch ductile iron (DI) water main to enhance water distribution in the areas where sewer improvements are planned.FORCE MAIN REPLACEMENT WITHIN BASIN 0491 – PROJECT MANAGER – MIAMI-DADE COUNTY, FLMr. Fernandez is the Project manager for the design services of a force main system replacement for WASD’s Basin 0491. The project is located along Collins Avenue and Golden Beach Drive from Terracina Avenue until Navona Avenue. This force main will replace an existing 8-inch cast iron (CI) force main (FM) which has reached the end of its useful service life. The proposed replacement consists of installing approximately 7,170 linear feet of existing 8-inch CI FM from Pump Station (PS) 0491 and then south to manhole (MH) 0137 with a new 10-inch 6-inch polyvinyl chloride (PVC) FM. The proposed replacement will reduce pressures and improve the capacity system for future developments.24-INCH FORCE MAIN NW 170TH STREET SANITARY FORCE MAIN IMPROVEMENTS – PROJECT MANAGER – MIAMI-DADE COUNTY, FL Mr. Fernandez was the Project Manager for the installation of 2,500 LF of 24-Inch FM along NW 170 St from NW 82 Ave to NW 75 Pl. The scope of the project was based on the need for the Miami Dade Water and Sewer Department (WASD) to improve the wastewater collection and transmission system (WCTS) capabilities by installing a 24-inch force main in an area of unincorporated Miami-Dade County along NW 170th St. Mr. Fernandez was directly responsible for all coordination eorts between WASD, local municipalities, and permitting agencies. The route of this new 24-Inch force main crosses the FDOT highway I-75 and MD-RER’s Peter Pikes Canal where special design conditions were made in order to satisfy both of these governing regulatory agencies. The trenchless construction method of micro-tunneling was chosen to cross the I-75 highway with sucient depth and separations as required by FDOT. An open-cut design was chosen to cross the canal while providing sucient depth, separations, and canal embankment stabilization as required by MD-RER. Services provided by Mr. Fernandez included, but were not limited to design, permitting, cost estimating, preparation of technical speciﬁcations, utility coordination, site inspections, scheduling, coordination with the WASD Sewer Operations, limited procurement and construction support services.36-INCH WATER MAIN ALONG NW 106TH STREET FROM NW 107TH AVENUE TO THE INTERSECTION OF NW 87TH AVENUE / NW SOUTH RIVER DRIVE – PROJECT MANAGER – MIAMI-DADE COUNTY, FLProject Manager for the replacement of the design of a 36-inch Ductile Iron (DI) Main. The Miami Dade Water and Sewer Department is required to upgrade the water system to increase water pressure and provide optimum ﬁre ﬂow protection. The 11,000 LF water main will run along NW 106th Street from NW 107th Ave to the Intersection of NW 87th Avenue and NW South River Drive, within the Town of Medley. C D E EXPERTISE IN CATEGORIES:4.3 - EXPANDED KEY PERSONNEL RESUMES

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KEY QUALIFICATIONSOVERVIEW:Mr. Lovett is a wastewater collection and transmission systems expert and experienced project manager, including system Operations & Maintenance (O&M), Inﬁltration/Inﬂow (CCTV, Smoke Testing, Manhole Inspection, etc.), Flow/Rain/Groundwater monitoring, Capacity, management Operations & Maintenance (CMOM), Construction, and Electromagnetic Inspections. He has experience in sanitary sewer main operations, trenchless technologies and the successful implementation of Inﬁltration/Inﬂow (I/I) improvement programs which resulted in a reduction of over 125 million gallons per day in the conveyance and treatment of wastewater for Miami-Dade County. Mr. Lovett served for over twenty-three (23) years as the Chief for the Miami-Dade County’s Wastewater Collection and Transmission Line Division (WCTLD) managing all facets of the I/I Program and construction/repair/rehabilitation/maintenance of over 6,000 miles gravity man collection system and over 900 miles of force mains. He is fully familiarized with OSHA construction safety regulations. RELEVANT EXPERIENCE:WASD’S WASTEWATER COLLECTION AND TRANSMISSION LINE DIVISION (WCTLD) – DIVISION CHIEF – MIAMI-DADE COUNTY, FLHe was in charge of the wastewater collection system, including system O&M, I/I (CCTV, Smoke Testing, Manhole Inspection, etc.), Flow/Rain/Groundwater monitoring & analysis, Capacity, Management Operations & Maintenance (CMOM), Construction, and Electromagnetic Inspections. He was responsible for the operations, maintenance, planning, analysis, design and construction implementation of Miami-Dade’s I/I Program which resulted in a reduction of over 125 MGD (Million Gallons per Day) in the wastewater conveyance and treatment systems. This represents a cost avoidance of almost $2 Billion in a 20-year span. Mr. Lovett managed all facets of the I/I program and construction/repair/rehabilitation/maintenance of over 6,000 miles gravity collection system and over 900 miles of force mains. In addition, he was responsible for the following Sections as Chief of the Division:I/I Section: Over 90 I/I personnel total; 13 CCTVs screws, including 13 CCTV trucks and 13 vacuum-jet trucks; ﬂow monitoring crews with over 200 ﬂow meters; 9 pipeline repairs crews; 6 CCTV video evaluation personnel; 6 gravity main cleaning crews; 4 lateral investigation crews; and 6 grouting crews.Maintenance and Repairs Section: Over 100 maintenance/repairs personnel total; 9 pipeline repairs crews; 3 manhole repair crews; 6 trouble and investigation crews; and 4 lateral investigation crews.Administrative Section: included a total of 15 administration sta.$200MM INFILTRATION/EXFILTRATION/INFLOW (I/E/I) IMPROVEMENT PROGRAM – I/I SPECIALIST – MIAMI-DADE COUNTY, FL The Miami-Dade’s Sanitary Sewer I/E/I Program’s goal was to signiﬁcantly reduce the amount of ﬂow entering the wastewater collection/treatment system. The program provided sucient system capacity to meet growth requirement for land development, maximized the utilization of local businesses, and provided increased opportunities for minority participation in County’s contracts. The program was monitored by both state and federal agencies to determine compliance with negotiated contracts with Miami-Dade. As a result of a federal consent order ﬁled against Miami Dade County in 1992, It Mr. Lovett’s responsibility was to develop and implement a comprehensive Sanitary Sewer Evaluation Survey (SSES). This program required Miami-Dade to perform a complete an SSES on 100% of the collection system. • Installation, repairs, and replacement of 200+ miles of gravity sewers and force mains• Experienced manager of multiple Inﬁltration/Inﬂow Improvement Programs, such as Sanitary Sewer Evaluation Survey (SSES), Cured in Place Pipe (CIPP), Manholes Repairs and Dig & Replace• In Depth Knowledge of Trenchless Technologies• Track record for delivering projects on time and under budget• Flow/Rain/Groundwater Monitoring & Analysis• CCTV/Dye Testing/Night & Flow Isolation/Smoke Testing• I/I Cost Estimating• Developed the Cost-Eective Repair Selection Protocol (NAASCO/MDWASD)• Never missed a Regulatory DeadlineEDUCATION:• PhD. Underground, Construction and Tunneling, Colorado School of Mines, Golden, Co. (On-Going)• MS, Mining and Earth Systems Engineering, Colorado School of Mines, Golden, Co.• BS, Civil Engineering, Florida International University, Miami, FLCERTIFICATIONS/ AWARDS• Associate Equivalent, 1990YEARS OF EXPERIENCE43 years44.3 - EXPANDED KEY PERSONNEL RESUMESGRAVITY MAIN TEAMRod Lovett

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197RELEVANT EXPERIENCE - continued:As most of the close circuit tv (CCTV) inspection, smoke testing, and manhole inspection was completed in house, it was necessary to quickly develop an inspection protocol and hire, train and deploy personnel. Mr. Lovett led the development of an inspection and evaluation protocol which was then recognized as the standard for I/I programs, and the basis of the standard later developed by the National Association for Sewer Service Companies (NASSCO). The initial program required by the consent order was completed in 2002 resulting in a total I/I correction of almost 98 MGDs. A similar I/I program continues as required by Miami Dade County’s Volume Sewer Customer Ordinance and as of 2016, the total I/I correction was over 125 MGDs.$215MM PUMP STATION IMPROVEMENT PROGRAM (PSIP) MIAMI DADE COUNTY - PROGRAM, I/I, DESIGN & CONSTRUCTION MANAGEMENT AND SUPPORT SERVICES – I/I OPERATIONS EXPERT – MIAMI-DADE COUNTY, FLMiami-Dade’s I/I Operations Expert for the upgrade of the Wastewater Collection and Transmission System (WCTS) including pump stations (113) and force mains (34) pursuant to which each pump station must be certiﬁed as capable of meeting a nominal average pump operating time (NAPOT) of less than or equal to 10 hours per day. The program aims to bring into compliance 113 sewage pump stations that do not comply with the NAPOT and Peak Flow Criterion. This program is comprised of four main phases: 1) Planning and Engineering which includes the basis of design report development for pump station and force main projects; 2) Design Management of 8 Design Consultants; 3) Construction Management of multiple pump station and force main contractors through the County’s MCC 7040 procurement method; and, 4) Inﬁltration and Inﬂow Management which includes the management of 4 dierent contractors for Manhole, Sanitary Sewer Evaluation Survey (SSES), CIPP, and Dig and Replace (D&R) contracts.$1.9B USEPA CONSENT DECREE MIAMI DADE COUNTY - PROGRAM, I/I, DESIGN & CONSTRUCTION MANAGEMENT AND SUPPORT SERVICES – I/I OPERATIONS EXPERT – MIAMI-DADE COUNTY, FLMiami-Dade’s I/I Operations Expert for the Program which included gravity sewer system, pump stations and wastewater treatment plants. The Program included Program, I/I. Design, and Construction Management Services related to the Wastewater System Priority Projects, including Miami-Dade’s third Consent Decree with the United States Environmental Protection Agency (USEPA). The sewer system included a total of ﬁfty-two (52) Force Mains and forty-one (41) Pump Station projects, responsible for the I/I and engineering (including hydraulic modeling), design and construction of these projects. $60MM NEEDS ASSESSMENT PROGRAM (NAP)/NEIGHBORHOOD IMPROVEMENT – OPERATIONS MANAGER – MIAMI-DADE COUNTY, FLMiami-Dade’s Operations Manager for the water and sewer infrastructure improvement program to identify, plan, design, and construct water and sewer utilities within areas of special needs with the goal of stimulating the economy. The program included 40 separate water and sewer projects involving design and construction of 17,815 linear feet of pressurized sewer force main from 4-Inch to 12-Inch diameter; 91,451 linear feet of 8-Inch to 16-Inch pressurized water main; 39,000 linear feet of 8-Inch gravity sewer from 8-Inch to 12-Inch; and 6 pump stations.$17M COMPREHENSIVE LATERAL INVESTIGATION PROGRAM (CLIP) – PROJECT MANAGER – MIAMI-DADE COUNTY, FLORIDA – PROJECT MANAGER FOR BODR DEVELOPMENT – MIAMI-DADE COUNTY, FLProject Manager for this two-year, $17 million pilot program, which evaluated the eectiveness and costs of repairing public and private sewer laterals to reduce wastewater peak ﬂows during rain event. A total of 6,972 work orders were issued with 6,312 laterals inspected and tested, and 1,222 laterals repaired. From the 52 basins selected In addition, the SCADA system was utilized to estimate the pre-mainline repair, pre-CLIP and post-CLIP ﬂows and determine the eectiveness of testing and replacing sewer laterals.A B C D E EXPERTISE IN CATEGORIES:4.3 - EXPANDED KEY PERSONNEL RESUMES

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TRENCHLESS TECHNOLOGIESTEAM LEADGil Garcia, CGC, CCMKEY QUALIFICATIONSOVERVIEW:Gil Garcia has over thirty-three (33) years of experience in: Design, Construction, Project Management, Construction Management of water, and sewer collection and transmission systems; lift stations, boosters, Master stations; large diameter pipelines; wastewater treatment plants; among others. Mr. Garcia has substantial experience on multiple project delivery methods such as: DBB, D/B, CM at Risk, IPD, and PPP. Mr. Garcia is an expert in geotechnical engineering, underground construction and trenchless technologies, including Micro-tunneling and Horizontal Directional Drilling (HDD). He also possesses extensive experience on constructability reviews, value engineering, cost estimating, project scheduling, procurement, and operation and maintenance.RELEVANT EXPERIENCE:PIPELINE SUBAQUEOUS CANAL CROSSING REPLACEMENT ALONG FLAMINGO WATERWAY – TECHNICAL ADVISOR – MIAMI BEACH, FLMr. Garcia serves as Technical Advisor for the engineering, design, permitting, bid support and engineering services during construction for the installation of two 30-inch FM subaqueous canal crossing under the Flamingo Waterway. 300 Engineering performed an engineering assessment to determine the best replacement method and the alignment of the proposed pipes. It was determined that a Horizontal Directional Drill (HDD) was the most adequate solution, the pipes will be installed centered along the bridge alignment, at least 12-feet below the piers. In addition, system reliability has been increased by the installation of a new pipe interconnection that allows switching ﬂows from one force main to the other, without the need of service interruptions in case of pipe failure. $1.9B USEPA CONSENT DECREE MIAMI DADE COUNTY - PROGRAM, DESIGN & CONSTRUCTION MANAGEMENT AND SUPPORT SERVICES – CONSTRUCTION MANAGER – MIAMI-DADE COUNTY, FLConstruction Manager related to the Wastewater System’s Priority Projects, included in WASD’s third Consent Decree with the United States Environmental Protection Agency (USEPA) which includes projects related to Wastewater Treatment plants (WWTP) and to the Water Collection and Transmission Systems (WCTS). Mr. Garcia is a Construction Manager for the WCTS and WWTP priority projects, including improvements to pump stations, gravity lines, force mains and wastewater treatment facilities. One of the most notable projects is the upgrades of PS 0187, which included the replacement of four (4) 450 pumps & motors, new electrical equipment, replacement of on-site generator, replacement of plug and control valves. Mr. Garcia also led the system integration and commissioning of this major pump station.PORT OF MIAMI TUNNEL – CONSTRUCTION MANAGER – MIAMI-DADE COUNTY, FLConstruction of 4,100 LF of 40.8 ft diameter transportation tunnels under the Port of Miami. This project required extensive inter-disciplinary engineering knowledge and experience on Civil, Mining, Electrical, Mechanical, and System Integration. Some of Mr. Garcia’s responsibilities included assisting the contractor to properly install equipment such as: auger screw, conveyor belt, electric VFD motors, sensors, gauges, hydraulic, ventilation, ﬁre suppression, closed-circuit safety monitoring, and soil conditioning dosing systems. Mr. Garcia provided oversight to the pre-commissioning and testing which were performed at the factory, as well as the full • Extensive experience with trenchless methods for pipeline design and construction• Expert in construction and project management for wastewater collection and transmission projects• Expertise in alternative project delivery methods • Scheduling expertise in Primavera, Timeline, and Microsoft ProjectEDUCATION:• PhD. Underground, Construction and Tunneling, Colorado School of Mines, Golden, Co. (On-Going)• MS, Mining and Earth Systems Engineering, Colorado School of Mines, Golden, Co.• BS, Civil Engineering, Florida International University, Miami, FLCERTIFICATIONS/ AWARDS• Occupational Safety and Health Administrtion (OSHA)• General Contractor License – State of Florida (CGC)• Certiﬁcate on Construction Management (CCM)YEARS OF EXPERIENCE33 years44.3 - EXPANDED KEY PERSONNEL RESUMES

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199RELEVANT EXPERIENCE - continued:commissioning which was performed on-site. Of signiﬁcant importance, Mr. Garcia implemented and enforced the PMP which included: Safety Management, Change Management, Quality Control, and Risk Assessment Plans. Some of his daily tasks included holding progress and coordination meetings with contractor, project manager, owner, and other stakeholders.CHIMALHUACÁN TUNNEL – CONAGUA – PROJECT DIRECTOR – MÉXICO CITY Mr. Garcia directed the construction of about 11,875 ft. of 21-ft. dia. CSO tunnel and the rehabilitation of 250 CFS CSO Pump Stations. This project required close coordination with the design, procurement, and start-up of a 250 t self-climbing crane, a 200-t gantry crane, a TBM, high voltage power supply, step-down transformers, safety monitoring equipment, ventilation, and system integration. Mr. Garcia’s responsibilities included management of administrative, accounting, scheduling, and operations personnel, coordination with subcontractors and owner procured equipment. WESTERN WATER MAIN AND BOOSTER STATION – CONSTRUCTION MANAGER – ECCV DISTRICT, DENVER, COMr. Garcia provided construction management for the installation of about 73,000 ft. of 54, 48, and 36 in. dia. welded steel pipe 1,250 ft. of 48 in. HDD, a cathodic protection station, and a 25 MGD in-line booster station scheduled for completion on 8 months. Some of his responsibilities on this project were: inspection, QA/QC, RFI’s, shop drawings, progress schedule, pay requests, management of 3 contractors working side-by-side, and the recommendation to the Owner to implement an incentive bonus based on the number of change orders and early completion schedule.IMPROVEMENT OF THE WATER DISTRIBUTION SYSTEM – CONSTRUCTION MANAGER – CITY OF MIRAMAR, FLMr. Garcia was responsible for the inspection during the construction of approximately 44,000 feet of 6-inch diameter water distribution system including 500 feet of HDD. In addition, assisted and guided the SBE Contractor in the preparation of submittals, shop drawings, RFIs, safety recommendations, and miscellaneous tasks.SEWER INTERCEPTOR REPLACEMENT (PHASE 1B) – SR. FIELD ENGINEER – SAN JOSE, CAMr. Garcia worked as a Sr. Field Engineer for the design, manufacture, systems integration, packing and shipping, assembly, testing, pre-commissioning, operation and maintenance, and construction of 2,140 ft. of 84 in. dia. gravity interceptor that connected on one end to an existing pre-screening and structure and on the opposite end to the headworks of San Jose-Santa Clara Regional Wastewater Treatment Plant.NORTH DISTRICT TRANSMISSION SYSTEM IMPROVEMENTS – DIRECTOR OF ENGINEERING – MIAMI-DADE COUNTY, FL Mr. Garcia prepared the conceptual design, preliminary estimate, and performed the value engineering and constructability review for a proposed 21,000 ft. of 48 in. dia. force main from Master Pump Station 306 to the intersection of NW 2nd Avenue and 163rd Street. WASD’S PUMP STATION 301 – DIRECTOR OF ENGINEERING – MIAMI-DADE COUNTY, FLMr. Garcia inspected the existing mechanical, medium and low voltage electrical systems, instrumentation, controls, SCADA, and structural conditions of the station and provided recommendations to increase is pumping capacity to manage the projected wastewater ﬂows into the North District Wastewater Treatment Plant.SOUTHEAST SEWER COLLECTION SYSTEM – SR. PROJECT MANAGER – YORK AND DURHAM REGIONS, CANADA Mr. Garcia was the Sr. Project Manager for 49,000 ft. and 13.82 ft. dia. CSO interceptor which connected to a pre-treatment structure before it entered the wastewater treatment facility. Mr. Garcia provided a constructability review of the project and oversaw the project which had a very short completion schedule. The project included the procurement of 4 TBM, and the fabrication of concrete segments plus ordering custom-made structures and equipment which had a long-lead delivery schedule.TREN URBANO RIO PIEDRAS – RESIDENT TUNNEL ENGINEER – SAN JUAN, PUERTO RICODesign and construction of 6,000 feet subway that included: 2 open- cut ramps, 4 NATM tunnels, 15- 10’x10’ stack drifts tunnels, and underground station, 2 - 1,570 feet and 20.3-foot diameter tunnels, and replacement of the water distribution and sewage collection systems within the project area. A B C D E F G HEXPERTISE IN CATEGORIES:4.3 - EXPANDED KEY PERSONNEL RESUMES

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TRENCHLESSTECHNOLOGIES TEAMSteve CaneenKEY QUALIFICATIONSOVERVIEW:Mr. Caneen has over 43 years of contracting experience in tunneling and blasting techniques holding Operations and Executive Management positions. His lifetime of working underground has given him a unique understanding of a wide variety of subsurface conditions. He is recognized as an industry leader for Micro tunnel installation in the Country, having received peer recognition with a lifetime achievement award for microtunnel construction management. Mr. Caneen serves as 300 Engineering’s technical advisor for trenchless installations. Mr. Caneen has successfully completed the installation of over 180,000 LF of pipeline via micro tunneling up to 120-Inches, including tunneling in highly congested areas. As President of one of the nation’s original microtunneling specialty contractors, Mr. Caneen was directly involved with all equipment selection, design and modiﬁcation; employee safety and training; project assessment and estimating; contract negotiation; project management including establishment of budget and schedule. In addition to slurry microtunneling, Mr. Caneen has experience with other trenchless construction methods including conventional utility tunneling, auger boring, guided boring, horizontal directional drilling and a number of support of excavation methods used for vertical shaft construction.RELEVANT EXPERIENCE:MULTIPLE MICRO-TUNNELING PROJECTS COMPLETED:• JFK International Airport, NYC NY 8,000 LF 42-Inch RCP taxiway and runway crossings.• Salmon Bay Crossing Seattle WA 1,500 LF 38-Inch Steel. Two drives at + 30% grade.• Duwamish River Crossing Seattle WA 120-Inch RCP 100 feet deep.• Union Sanitary Sewer Freemont CA 8,000 LF 36-Inch Hobas FRPM.• City of Houston TX Sewer 3,000 LF 24-Inch VCP.• Nimitz Highway Honolulu HI 3,000 LF 54-Inch RCP.• Miami International Airport Miami FL 2,500 LF 30-Inch Steel taxiway and runway utility crossings.• City of Houston Sewer TX 7,600 LF 20-Inch VCP.• City of Fortaleza, Brazil 5,400 LF 30-Inch RCP.• City of Orlando FL 5,000 LF 36-Inch Hobas FRPM pressure pipe.• Water and Sewer Miami Dade FL 1,300 LF 38-Inch Steel CMAR.• Point West Commerce Miami Dade FL 1,000 LF 30-Inch Steel.• Miami International Airport Miami FL 1,000 LF 30-Inch Steel.• City of Warren OH 450 LF 42-Inch Steel raw water intake with underwater recovery of MTBM.• City of Lincoln NB 750 LF 78-Inch Hobas FRPM.• Baltimore County MD 800 LF 38-Inch Steel.• FDOT Miami FL 740 LF 72-Inch RCP three parallel drives less than one diameter separation and cover.• VDOT Springﬁeld VA 3,200 LF 42-Inch Steel.• Miami International Airport Miami FL 1,200 LF 38-Inch Steel runway crossing.• FDOT Broward County FL 630 LF 88-Inch Steel I 95 crossing design-build.• Decades-long business relationships with industry experts in North America, Europe, and Japan.• Team member on ﬁve Design-Build, four CMAR and two P3 procurements.• Team member on 2003 Trenchless Project of the Year: Design-Build Micro tunnel installation of 8,000 feet of 30-Inch sanitary sewer built in six months located in Old Town Alexandra, VA.• Microtunneling experience exceeds 180,000 feet of successful pipe installation including twelve projects requiring MTBM underwater recovery and a record-setting 700-foot radius horizontal curve installing 84-Inch RCP in 10-foot lengths.EDUCATION:• Humber College of Applied Arts and Technology, Honors Diploma Mining TechnologyYEARS OF EXPERIENCE43 years44.3 - EXPANDED KEY PERSONNEL RESUMES

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201RELEVANT EXPERIENCE - continued:• Orlando International Airport Orlando FL 1,660 LF 30-Inch steel taxiway crossing. • Potomac Yard Alexandria VA 8,000 LF 30-Inch VCP Project of the Year design-build.• City of Baltimore MD 500 LF 30-Inch Polycrete pipe.• FDOT Tampa FL 700 LF 60-Inch Polycrete pipe.• City of Baltimore MD 1,650 LF 24-Inch VCP.• Arlington National Cemetery VA 600 LF 48-Inch RCP.• City of Orlando FL 1,300 LF 66-Inch steel.• City of Atlanta GA 6,000 LF 24-Inch-36-Inch VCP design-build.• VDOT Alexandria VA 1,000 LF 42-Inch VCP design-build.• Hillsborough County FL 400 LF 60-Inch steel.• Suolk County VA 450 LF 42-Inch steel raw water intake with underwater recovery of MTBM.• City of Atlanta GA 1,300 LF 30-Inch VCP.• Arsenal Hill Power Shreveport LA 165 LF 30-Inch steel raw water intake with underwater recovery of MTBM.• City of Cocoa FL 1,000 LF 66-Inch steel.• City of Baton Rouge LA 4,100 LF 10-Inch-18-Inch VCP.• FDOT Tampa FL 1,000 LF 42-Inch-84-Inch RCP.• Tar Heel NC 460 LF 42-Inch steel raw water intake with underwater recovery of MTBM.• Turk Intake Texarkana, AR 180 LF 36-Inch steel raw water intake with underwater recovery of MTBM.• I595 Improvements Broward County FL 1,000 LF 48-Inch-72-Inch RCP P3.• Lake Rathbun Intake IA 36-Inchsteel raw water intake with underwater recovery of MTBM.• SAWS Intake Anderson SC 225 LF 36-Inch steel raw water intake with underwater recovery of MTBM.• USACE Empire LA 500 LF 42-Inch steel.• US41 Weirs Charlotte County FL 1,200 LF 60-Inch-84-Inch RCP less than one diameter of ground cover.• City of Bossier City LA 250 LF 42-Inch steel raw water intake with underwater recovery of MTBM.• Power Distribution Washington DC 500 LF 84-Inch RCP record 700-foot radius curve using 10-foot pipe CMAR.• FPL Transmission Port St. Lucie FL 600 LF 42-Inch Hobas FRPM.• City of Memphis TN 250 LF 84-Inch RCP raw water intake with underwater recovery of largest MTBM.• Paradise Intake TVA 355 LF 36-Inch steel raw water intake with underwater recovery of MTBM.• FDOT Port St. Lucie FL 700 LF 42-Inch steel.• Lake Hartwell Intake GA 500 LF 42-Inch steel raw water intake with underwater recovery of MTBM.• All Aboard FL Miami FL 250 LF 72-Inch steel.• Woodlawn Intake Smyrna TN 200 LF 36-Inch steel raw water intake with underwater recovery of MTBM.• Duke Energy Orlando FL 650 LF 36-Inch Hobas FRPM CMAR.• Orlando International Airport FL 2,100 LF 38-Inch steel taxiway crossing CMAR. C D E EXPERTISE IN CATEGORIES:4.3 - EXPANDED KEY PERSONNEL RESUMES

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WATER & WASTEWATER HYDRAULIC MODELING VICTOR HERREA, PEKEY QUALIFICATIONSOVERVIEW:Mr. Herrera has 18 years of combined experience in construction management and civil engineering design. He has experience in coastal design, land development, utility design, and program management/owner’s representative, for both public and privately held projects. In these roles, Mr. Herrera has been responsible for contract management, sub-consultant/contractor oversight, project scheduling, regulatory compliance and permitting, and design-build management. Mr. Herrera is a Senior Vice President with BCC and serves as the Infrastructure Operations Manager for the ﬁrm. He is responsible for management, proﬁtability, and direction of the ﬁrms sta, establishing and monitoring procedures and processes, adherence to corporate and company policies, project contractual terms and quality control procedures. Victor frequently serves as a Project Principal or Project Director for large or signiﬁcant projects and is responsible for making sure that BCC is providing the appropriate technical resources to assure delivery of quality service and products to our clients on time and within budget.RELEVANT EXPERIENCE:GOLF VILLAGE INFRASTRUCTURE IMPROVEMENTS – PROJECT PRINCIPAL – SUNRISE, FLBCC Engineering is providing water modeling engineering analysis, design, permitting and bidding services for the installation of water mains, force mains and stormwater infrastructure. The Project is located in the City of Sunrise, Broward County and bounded by N. University Drive (State Road), to the west by N Pine Island Road (County Road), to the south by SW 20th CT and to the north by NW 29th Street. The improvements involve design of water mains replacements of aging 6-inch to 12-inch PVC and asbestos pipes, upsizing existing 2-inch through 4-inch water mains, 6-inch through 10-inch asbestos force main replacement, and design of exﬁltration trenches to address localized ﬂooding areas. BCC is in charge of development of the Basis of Design Report to clearly present the decision, assumption, and design parameters to develop 100% construction documents for the project. BCC will review all existing GIS ﬁles, as-builts, topographic survey and geotechnical reports; provide utility coordination and evaluate existing conditions utilizing WaterGEMS Model. Prepare permit application package for jurisdictional agencies and provide bidding assistance.BONAVENTURE WATER SERVICE LINE AND WATER MAIN REPLACEMENT – PROJECT PRINCIPAL – SUNRISE, FLThe Project consist of the replacement of approximately 535 water service lines and upsizing the existing 2-inch to 4-inch water mains in the City of Weston within the Bonaventure Community. The project limits are form Saddle Club Rd to SW 5 Way from SW 169 Terr to Lake Tree Dr The City of Sunrise owns and maintains the public water services and public water mains located within this project. The project will consist of the installation of new realigned 1-inch water services from the existing or proposed water mains to the existing water meter, milling and resurfacing of the streets, sodding, concrete sidewalk and driveway restoration. SUNRISE SUNSET STRIP FORCE MAIN STUDY FROM LS 118 TO LS 101 – CIVIL ENGINEERING PRINCIPAL – SUNRISE, FLThe project involves hydraulic modeling of the existing 8-inch to 10-inch force main along Sunset Strip for upsizing and ﬂow redirection. Field investigations will be performed to locate and open the plug valves for full force main system analysis. The project is in the City of Sunrise in Broward County, along Sunset Strip from Lift Station 118 (located at Sunset Strip and NW 94 Way) to Lift Station 101 (located at Sunset Strip and NW 15 Street). The project area is mostly residential with some commercial properties. Tasks included data collection, ﬂow monitoring, and hydraulic modeling. • Water and wastewater hydraulic modeling expertise• Water system analysis including ﬁre ﬂow evaluation• Wastewater force main capacity analysis• Design-build expertise• Pipeline design expertiseEDUCATION:• BS in Civil Engineering, 2004, Florida State UniversityCERTIFICATIONS/ AWARDS• Professional Engineer:• Florida No. 71164, 2010• Alabama No. 30849, 2009• Georgia No. 047786, 2021• Texas No. 142487, 2021• Puerto Rico No. 28402, 2021• Pipeline Assessment Professional (PACP), Florida 06-16991YEARS OF EXPERIENCE18 years44.3 - EXPANDED KEY PERSONNEL RESUMES

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203RELEVANT EXPERIENCE - continued:SUNSET STRIP FORCE MAIN SECTION MODEL CALIBRATION – CIVIL ENGINEERING PRINCIPAL – SUNRISE, FL BCC Engineering, LLC (BCC) was previously selected to design the replacement work related to the Sunset Strip Force Main, and through a preliminary review of the computer model output, it was determined that more speciﬁc monitoring and an additional model simulation was necessary to reﬁne the selection and ensure proper function of the City’s system in conjunction with the improvements. BCC’s scope of work includes data collection, model network update, sewer system model calibration and validation, and an evaluation of the existing wastewater system performance.DESIGN-BUILD SERVICES FOR THE INSTALLATION OF A 48-INCH DIAMETER TRANSMISSION MAIN FOR “AREA N” – PROJECT PRINCIPAL – MIAMI-DADE COUNTY, FLDesign-Build services for the installation of approximately 8,800 linear feet of 48-inch diameter P.C.C.P. transmission water main along SW 117th Avenue to connect the County’s new 36-inch diameter water transmission main project at SW 152nd Street and SW 127th Avenue. The purpose is to enhance Miami-Dade WASD’s water service reliability and address water pressure deﬁciencies in the County’s southern service area. BCC’s scope of work included plan-proﬁle design of the 48-inch diameter water main, permitting through various agencies to allow construction, and coordination between WASD, the contractor, and various sub-consultants. INSTALLATION OF 12-INCH DIP WATER MAIN & SERVICE RECONNECTION IN SW 268 ST FROM WEST OF SW 139 AVE TO EAST OF SW 123 PL ” – PROJECT MANAGER – HOMESTEAD, FLThe project consists of approximately 7,000 linear feet of new 4-inch to 12-inch water main installation to replace existing cast iron and asbestos pipes, service connections, ﬁre hydrant removal and replacement, trench restoration, pavement restoration and pavement markings. Extensive design, coordination between MDWASD and Miami-Dade County Public Works Department, permitting, bidding and construction services for water main installation. SUNSET HARBOUR NEIGHBORHOOD IMPROVEMENTS – SENIOR PROJECT MANAGER – CITY OF MIAMI BEACH, FLThe City was experiencing stormwater drainage challenges in the Sunset Harbour neighborhood, which is one of the lowest-lying areas in the City. Performed ICPR drainage modeling and evaluation of the system to provide fast-tracked recommendations for both collection and stormwater pumping improvements to reduce ﬂooding in the neighborhood. The recommendations were approved by the City, the South Florida Water Management District (SFWMD), and Miami-Dade County Environmental Resource Management, and the drainage system improvements were completed in early 2015.SOUTH POINTE PARK PIER PROJECT – LEAD CIVIL ENGINEER AND DEPUTY PROJECT MANAGER – MIAMI BEACH, FLAs lead civil engineer and deputy project manager, Mr. Herrera was responsible for management of internal design groups and subconsultants in the development of a new design for South Pointe Park Pier valued at approximately $5M. In addition to managing the design team, Mr. Herrera is also responsible for client coordination and oversight of permitting eorts with multiple agencies.SPRINGTREE WELLFIELD MAINTENANCE IMPROVEMENT – LEAD CIVIL ENGINEER AND DEPUTY PROJECT MANAGER – CITY OF SUNRISE, FLThe Springtree wellﬁeld is located at the Bridges at Springtree Golf Club and supplies raw water to the Springtree Water Treatment Plant. The wells require regular maintenance and as such must be accessed by large utility trucks and heavy equipment. The current paths are too narrow and were not designed for heavy vehicles. The existing wells require purging during maintenance operations and need dedicated purge/drain lines not connected to the common raw water line to reduce cross-connection potential and provide adequate disposal. This project includes upgrades to the golf course pathway system and installation of independent purge/drain lines for each well. Other improvements include security fences and/or landscaping of areas adjacent to residential parking lots to improve security of the raw water supply assets and construction of two restroom facilities. A B C D E F G EXPERTISE IN CATEGORIES:4.3 - EXPANDED KEY PERSONNEL RESUMES

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PUBLIC OUTREACHTEAM LEADTere GarciaKEY QUALIFICATIONSOVERVIEW:Tere Garcia has over 30 years of experience in the ﬁelds of planning, public participation, governmental and media relations. Twenty-ﬁve of those years has been spent speciﬁcally in the public involvement ﬁeld concentrating on transportation and infrastructure projects. Her training as an architect and planner provides her a unique perspective to understand complex technical issues and have the ability to translate them into plain language for the public. Throughout her many years of experience, she has also established a network with state and local permitting entities. She also has standing relationships with community and civic organizations and residents associations, which provides her with the framework needed to accomplish this project. Ms. Garcia established all guidelines for public involvement for the Miami-Dade Expressway Authority for all phases of the projects, from planning, design, and construction. She works with MDX’s Communications Department in preparing their yearly communication plan, which includes devising media plans and communication strategies. Ms. Garcia also had oversight the 6- year contract with the Florida Department of Transportation, which included public involvement for over 100 design projects. Ms. Garcia has led the public outreach eorts with her team for the Miami-Dade Water and Sewer Department Pump Station Improvement Program which includes interagency coordination to assist in permitting and outreach to residential areas, industry, business, and multiple municipalities. RELEVANT EXPERIENCE:ARCH CREEK DRAINAGE BASIN OUTREACH METHODOLOGY– PUBLIC INVOLVEMENT SPECIALIST – MIAMI-DADE COUNTY, FLMs. Garcia led the public involvement eorts for the Miami-Dade Department of Regulatory and Economic Resources (RER) Oce of Resilience pilot program to test outreach methodologies for potential use in future Adaptation Action Areas. The project provided technical and outreach services to obtain input from residents on proposed ﬂood resilient solutions for the Arch Creek Drainage Basin in Miami-Dade. Ms. Garcia’s responsibilities included the preparation of promotional ﬂyers in English, Spanish, and Creole, meeting agenda, PowerPoint presentation, and leading the meeting and the polling survey on proposed ﬂood resiliency/adaptation alternatives. $215MM PUMP STATION IMPROVEMENT PROGRAM – PUBLIC OUTREACH DIRECTOR – MIAMI-DADE COUNTY, FLIn 2014, the Miami-Dade Water and Sewer Department (WASD) created a capital program dedicated to the assessment, rehabilitation, and improvement of its wastewater pump stations that were classiﬁed as “Out of Compliance” by the United States Environmental Protection Agency (USEPA). The Pump Station Improvement Program was completed in 2021 and it included 147 projects under its scope. BA under Nova Consulting formed part of the Program Management Team in charge of the Pump Station Improvement Program, and lead all the public outreach during the design and construction of each project. BA also provided the guidelines for enhancements of the pump stations and related street improvements. The BA team also assisted with permitting, research, and oversight of new or easements that need to be recorded or modiﬁed as well as interfaces with the dierent municipalities the program impacts. • Extensive public outreach in Miami Beach, including the Scott Rakow Youth Center, Sunset Harbor, City of Miami Beach Golf course, and the Cameo Theater Water system analysis including ﬁre ﬂow evaluation• In-depth knowledge of public outreach and public involvement eorts• Over 30 years of local experience in Miami-Dade County• Dedicated experience on transportation and public infrastructure projectsEDUCATION:• Master of Urban Planning, University of Puerto Rico, 1979• Master of Architecture, Tulane University, 1974• Bachelor of Architecture, Tulane University, 1974AFFILIATIONS• Board of Governors, Greater Miami Chamber of Commerce• Leadership Florida, SE Regional Council• Policy Advisory Council, Trust for Public LandYEARS OF EXPERIENCE30 years44.3 - EXPANDED KEY PERSONNEL RESUMES

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205RELEVANT EXPERIENCE - continued:PUMP STATION IMPROVEMENT PROGRAM I, - PUBLIC INVOLVEMENT AND DEVELOPMENT COORDINATOR. – MIAMI-DADE COUNTY, FL BA was part of the original Miami-Dade Water and Sewer Department Program Management Team during the ﬁrst Consent Decree forming part of the three engineering ﬁrms overseeing the program as the extension of the Department’s sta. During this program, more than 600 pump stations were evaluated. BA led the public outreach and developers” coordination program established to assist the public as well as the development community in coordinating existing and future development with the coming online of new improvements to provide new capacity avoiding a total building moratorium.WASD REGIONAL PUMP STATION CP-A LOCATION ANALYSIS REPORT – PLANNER AND PUBLIC INVOLVEMENT SPECIALIST – MIAMI-DADE COUNTY, FLBA assisted WASD with a location analysis to ﬁnd a suitable location that would meet critical needs and allow projected development identiﬁed by the Downtown Miami DRI and the Miami Corridor Inﬁeld Plan. As part of the eort, close coordination took place with the City of Miami Planning Department, the District Preservation Oce, the City Manager’s oce, and the Miami River Commission. BA made preliminary contact with impacted stakeholders and the various sites and coordinated these eorts with the City of Miami NET oces. Graphic representation of building facades, as well as zoning analysis, was prepared. PINECREST COMMUNITY CENTER MASTER PLAN –- PUBLIC INVOLVEMENT DIRECTOR – PINECREST, FLBA developed a Master Plan suitable for implementation of overextended phases as funding is allocated and/or the need for additional programming increases. In addition, BA lead a public outreach eort on behalf of the Village which included hosting three charrette-style Community Meetings, surveying residents, and collecting public input.MIAMI-DADE EXPRESSWAY AUTHORITY (MDX) – PUBLIC INVOLVEMENT DIRECTOR AND COMMUNICATIONS SPECIALISTS – MIAMI-DADE COUNTY, FLResponsible for developing strategies and overseeing all public involvement and community awareness programs throughout the master planning and ﬁnal design phases of MDX’s projects. This has included strategic and extensive community awareness campaigns to reach the impacted communities using workshops, presentations to elected ocials and Community Councils, open house, community meetings, speaker’s bureaus, fact sheets, newsletters, websites, PowerPoint presentations, and public hearings.MDX LONG RANGE MASTER TRANSPORTATION PLANS – PUBLIC INVOLVEMENT DIRECTOR– MIAMI-DADE COUNTY, FLMDX updated their Long Range Transportation Plan and identiﬁes new projects through a visioning process with its Board of Directors, transportation partners, and the public. MDX PROJECT DEVELOPMENT AND ENVIRONMENT STUDIES (PD&E) – PUBLIC INVOLVEMENT DIRECTOR– MIAMI-DADE COUNTY, FLMs. Garcia oversees and has led the public involvement programs for all Planning, Development & Environment Studies assuring that project activity complies with all federal and state public involvement guidelines and assists with the public aairs programs for the projects. SOUTH DADE NEIGHBORHOOD DEVELOPMENT CONCEPT PLANS (“THE MOSS PLAN”) – PROJECT DIRECTOR– MIAMI-DADE COUNTY, FLStrategic planning study for Miami-Dade County’s Oce of Community Development won Florida Chapter of the American Planning Association Award of Merit. Addresses redevelopment of 14 neighborhoods in South Dade damaged as a result of Hurricane Andrew. Working closely with County sta, successfully directed intense public participation campaign culminating in ﬁfty meetings with neighborhood residents and community-based as well as religious organizations. The Moss Plan pointed informational eorts in the right direction while transferring ownership of the plan to the communities involved. HEXPERTISE IN CATEGORIES:4.3 - EXPANDED KEY PERSONNEL RESUMES