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HomeMy WebLinkAboutGEI Consultants, Inc. Bid Document (11)RFQ 26-07-01 Continuing Professional Architectural and Engineering Consulting Services (CCNA) Prepared for The City of Sunny Isles Beach, Florida AUGUST 14, 2026 GEI Consultants | City of Sunny Isles Beach | RFQ 26-07-01 ii Cover Letter August 14, 2026 Procurement Department City of Sunny Isles Beach 210 Sams Avenue Sunny Isles Beach, FL 32168 Re: Letter of Interest for RFQ # 26-07-01 Continuing Professional Architectural And Engineering Consulting Services (CCNA) Dear Selection Committee, On behalf of GEI Consultants, Inc. (GEI), we are pleased to submit our qualifications in response to RFQ # 26-07-01 Continuing Professional Architectural And Engineering Consulting Services (CCNA) for Environmental / Coastal Engineering Services for the City of Sunny Isles Beach (City). GEI is a nationally recognized consulting firm with more than 55 years of experience and a team of over 1,800 professionals. We off er extensive capabilities in marine and waterfront engineering, including seawall design, planning, condition assessment and rehabilitation; coastal management; docks and piers; shoreline stabilization; and pumping station design. To best serve the City, GEI off ers: • Local Expertise with National Resources: Our West Palm Beach office provides in-depth knowledge of local conditions and regulations, supported by a nationwide team ranked among ENR’s Top 500 Design Firms (#83) and Top Water Firms (#12). • Comprehensive Marine Engineering Services: From planning and permitting to design, construction administration, and quality assurance/quality control, GEI delivers integrated solutions for waterfront facilities, seawalls, dredging, and resiliency planning. • Regulatory Experience: We work closely with agencies such as USACE, EPA, and Florida DEP to navigate permitting processes and reduce project delays. • Environmental Monitoring and Compliance: GEI delivers environmental monitoring, mitigation planning, habitat assessments, water quality evaluations, and environmental documentation to support marine and coastal projects from planning through construction. • Proven Experience: The GEI project team has successfully completed a wide range of waterfront and coastal projects throughout Florida and across the U.S., including seawall improvements, shoreline stabilization, and infrastructure upgrades. • Commitment to Resiliency and Sustainability: We incorporate living shorelines, coastal resilience strategies, and climate adaptation planning to support long-term community goals. We appreciate the opportunity to partner with the City of Sunny Isles Beach to deliver safe, resilient, and cost-eff ective marine engineering solutions. Please contact us at any time for additional information or clarification. Sincerely, GEI Consultants, Inc. Eric Rehwoldt, P.E., P.G. R. Jessica Turner, PG Vice President | Senior Consultant Atlanta Branch Manager | Senior Project Manager Authorized Representative Authorized Representative 1400 Centrepark Boulevard, Suite 601 3065 Akers Mill Road, Suite 235 West Palm Beach, FL 33401 Atlanta, GA 30339 Phone: 561.973.8396 | Email: erehwoldt@geiconsultants.com Phone: 470.890.3583 | Email:jturner@geiconsultants.com Company Information SECTION1 GEI Consultants | City of Sunny Isles Beach | RFQ 26-07-01 2 FIRM OVERVIEW Founded in 1970, GEI Consultants is a nationally recognized engineering and environmental consulting firm with more than 1,800 engineers, scientists, and technical specialists operating from over 60 off ices across North America. GEI provides integrated expertise in coastal and waterfront engineering, environmental and ecological sciences, geotechnical engineering, and water resources, allowing clients to address complex infrastructure and environmental challenges through a single, multidisciplinary team. GEI’s coastal and waterfront professionals understand the technical, environmental, and regulatory complexities associated with shoreline development and management. Our practice encompasses the full spectrum of services, including planning, engineering design, site investigations, wave and coastal process analyses, permitting, bidding support, construction administration, inspection, monitoring, rehabilitation, and long-term asset management. We routinely deliver solutions for seawalls, bulkheads, docks, piers, boat ramps, shoreline stabilization projects, dredging initiatives, navigation improvements, and other marine infrastructure. A key strength of GEI is the seamless integration of our coastal and waterfront expertise with our geotechnical, environmental, ecological, and water resources services. This multidisciplinary approach allows us to develop innovative, resilient, and cost- eff ective solutions that balance infrastructure performance, environmental stewardship, regulatory compliance, and long-term sustainability. For the City of Sunny Isles Beach, GEI combines the responsiveness and local knowledge of our South Florida team with the resources of a nationally recognized waterfront engineering practice. Our West Palm Beach off ice provides convenient access and familiarity with Florida’s coastal environment, permitting framework, and agency coordination requirements, while our national marine and waterfront specialists bring experience from complex coastal and waterfront projects across Florida and the United States. This combination positions GEI to provide the technical depth, regulatory expertise, and responsive client service needed to support the City’s waterfront infrastructure and long-term coastal resilience goals. Off ices across North America GEI Staff Off ices in South Region Years in Business 2025 EMR RatingWater Specialists Across the U.S ENR Top 500 Design Firms ENR Top Dams and Reservoir Firms ENR Top Water Firms ENR Top Water Supply Firms Legal Name: GEI Consultants, Inc. Founded: 1970 Headquarters Off ice: 100 Quannapowitt Parkway, Suite 300 Wakefield, MA 01880 Florida Off ice: 1400 Centrepark Boulevard, Suite 601 West Palm Beach, FL 33401 Website: www.geiconsultants.com Structure: Corporation Contact: Eric Rehwoldt, PE, PG O: 561.973.8396 | M: 561.800.7219 Email: erehwoldt@geiconsultants.com GEI CONSULTANTS, INC. | Florida Secretary of State Document No. F97000001073 Florida State Board - Professional Engineer’s Certificate No.: 8433; Date: 2/4/2000 Copy of proof of active State of Florida Registration with the Division of Corporations (Sunbiz.org) in the following section. GEI Consultants | City of Sunny Isles Beach | RFQ 26-07-01 3 Outstanding Litigation GEI Consultants, Inc. has no outstanding litigation that would threaten the viability of the firm or its ability to successfully perform this contract. GEI maintains the financial strength, staff ing resources, and operational capacity to fulfill all contractual obligations without interruption. History of Criminal or Civil Litigation (Five-Year Period) GEI has not been subject to any criminal proceedings during the five-year period immediately preceding this Request for Proposal. With respect to civil matters, GEI, like many professional consulting firms of its size and scope, may from time to time be named in civil proceedings in the ordinary course of business. None of these matters have materially aff ected the firm’s operations, financial condition, or ability to deliver professional services to its clients. Proof of Insurance Please see following page for Certificate of Liability Insurance. OUR COMMITMENT GEI is committ ed to helping the City of Sunny Isles Beach advance resilient, sustainable waterfront improvements that enhance quality of life, protect coastal resources, and support the community’s long-term vision. We will provide responsive service, technical excellence, and collaborati ve project delivery to develop practi cal soluti ons that meet regulatory requirements, maximize value, and create lasti ng benefi ts for residents and visitors. GEI Consultants | City of Sunny Isles Beach | RFQ 26-07-01 4 SHOULD ANY OF THE ABOVE DESCRIBED POLICIES BE CANCELLED BEFORE THE EXPIRATION DATE THEREOF, NOTICE WILL BE DELIVERED IN ACCORDANCE WITH THE POLICY PROVISIONS. INSURER(S) AFFORDING COVERAGE INSURER F : INSURER E : INSURER D : INSURER C : INSURER B : INSURER A : NAIC # NAME:CONTACT (A/C, No):FAX E-MAILADDRESS: PRODUCER (A/C, No, Ext):PHONE INSURED REVISION NUMBER:CERTIFICATE NUMBER:COVERAGES IMPORTANT: If the certificate holder is an ADDITIONAL INSURED, the policy(ies) must have ADDITIONAL INSURED provisions or be endorsed. If SUBROGATION IS WAIVED, subject to the terms and conditions of the policy, certain policies may require an endorsement. A statement on this certificate does not confer rights to the certificate holder in lieu of such endorsement(s). THIS CERTIFICATE IS ISSUED AS A MATTER OF INFORMATION ONLY AND CONFERS NO RIGHTS UPON THE CERTIFICATE HOLDER. THIS CERTIFICATE DOES NOT AFFIRMATIVELY OR NEGATIVELY AMEND, EXTEND OR ALTER THE COVERAGE AFFORDED BY THE POLICIES BELOW. THIS CERTIFICATE OF INSURANCE DOES NOT CONSTITUTE A CONTRACT BETWEEN THE ISSUING INSURER(S), AUTHORIZED REPRESENTATIVE OR PRODUCER, AND THE CERTIFICATE HOLDER. OTHER: (Per accident) (Ea accident) $ $ N / A SUBRWVDADDLINSD THIS IS TO CERTIFY THAT THE POLICIES OF INSURANCE LISTED BELOW HAVE BEEN ISSUED TO THE INSURED NAMED ABOVE FOR THE POLICY PERIOD INDICATED. NOTWITHSTANDING ANY REQUIREMENT, TERM OR CONDITION OF ANY CONTRACT OR OTHER DOCUMENT WITH RESPECT TO WHICH THIS CERTIFICATE MAY BE ISSUED OR MAY PERTAIN, THE INSURANCE AFFORDED BY THE POLICIES DESCRIBED HEREIN IS SUBJECT TO ALL THE TERMS, EXCLUSIONS AND CONDITIONS OF SUCH POLICIES. LIMITS SHOWN MAY HAVE BEEN REDUCED BY PAID CLAIMS. $ $ $ $PROPERTY DAMAGE BODILY INJURY (Per accident) BODILY INJURY (Per person) COMBINED SINGLE LIMIT AUTOS ONLY AUTOSAUTOS ONLY NON-OWNED SCHEDULEDOWNED ANY AUTO AUTOMOBILE LIABILITY Y / N WORKERS COMPENSATION AND EMPLOYERS' LIABILITY OFFICER/MEMBER EXCLUDED?(Mandatory in NH) DESCRIPTION OF OPERATIONS belowIf yes, describe under ANY PROPRIETOR/PARTNER/EXECUTIVE $ $ $ E.L. DISEASE - POLICY LIMIT E.L. DISEASE - EA EMPLOYEE E.L. EACH ACCIDENT EROTH-STATUTEPER LIMITS(MM/DD/YYYY)POLICY EXP(MM/DD/YYYY)POLICY EFFPOLICY NUMBERTYPE OF INSURANCELTRINSR DESCRIPTION OF OPERATIONS / LOCATIONS / VEHICLES (ACORD 101, Additional Remarks Schedule, may be attached if more space is required) EXCESS LIAB UMBRELLA LIAB $EACH OCCURRENCE $AGGREGATE $ OCCUR CLAIMS-MADE DED RETENTION $ $PRODUCTS - COMP/OP AGG $GENERAL AGGREGATE $PERSONAL & ADV INJURY $MED EXP (Any one person) $EACH OCCURRENCE DAMAGE TO RENTED $PREMISES (Ea occurrence) COMMERCIAL GENERAL LIABILITY CLAIMS-MADE OCCUR GEN'L AGGREGATE LIMIT APPLIES PER: POLICY PRO-JECT LOC CERTIFICATE OF LIABILITY INSURANCE DATE (MM/DD/YYYY) CANCELLATION AUTHORIZED REPRESENTATIVE ACORD 25 (2016/03) © 1988-2016 ACORD CORPORATION. All rights reserved. CERTIFICATE HOLDER The ACORD name and logo are registered marks of ACORD HIREDAUTOS ONLY 01/01/2027 X 10,000,000 11150 FINPA2650054 10,000,000 01/01/2027 A B 10,000,000 01/01/2027 X Arch Indemnity Insurance Company CONTRACTORS PROFESSIONAL AND 01/01/2026 CN102051728-GEI10-GAWUP-26- 1,000,000 24554 Christopher Freund 05/01/2027 NYC-012553466-01 01/01/2026 X 10,000,000 04/16/2026 X SIR - $500,000 0 01/01/2026 10,000,000 5,000 POLLUTION LIABILITY 5,000,000 X AGGREGATE 1,000,000 1,000,000 A Christopher.M.Freund@marsh.com 01/01/2027 05/01/2026 01/01/2026 30830 11PKG1998002 (AOS) EACH CLAIM 10,000 14WCI1998902 X US00064696LI26A SIR: $1,500,000 1,000,000 Convex (Lloyd's of London) 100 Quannapowitt Parkway, Suite 300 GEI Consultants, Inc Wakefield, MA 01880 5,000,000 Arch Insurance Company X 1166 Avenue of the Americas MARSH USA LLC. New York, NY 10036-2774 A 11PKG1998002 XL Insurance America, Inc. N West Palm Beach, FL 33401 GEI Consultants, Inc. (4400) 1400 Centrepark Blvd, Suite 601 01/01/2026 11CAB1998102 (MA) C 2,000,000 Comp / Coll Ded 973 401 5110 X X D 10,000,000 01/01/2027 GEI Consultants | City of Sunny Isles Beach | RFQ 26-07-01 5 LICENSES & REGISTRATIONS | GEI CONSULTANTS, INC. GEI CONSULTANTS, INC. Florida Secretary of State Document No.: F97000001073 Florida State Board - Professional Engineer’s Certificate No.: 8433; Date: 2/4/2000 GEI Consultants | City of Sunny Isles Beach | RFQ 26-07-01 6 LICENSES & REGISTRATIONS | GEI CONSULTANTS, INC. GEI Consultants | City of Sunny Isles Beach | RFQ 26-07-01 7 LICENSES & REGISTRATIONS | GEI CONSULTANTS, INC. GEI Consultants | City of Sunny Isles Beach | RFQ 26-07-01 8 LICENSES & REGISTRATIONS | GEI CONSULTANTS, INC. Following are copies of professional licenses for: Personnel Name Credential License No.State Exp Date Bonita, Giovanni Professional Engineer 71720 FL 2/28/2027 Bradley, Christopher Professional Engineer 67070 FL 2/28/2027 Bennett, Brooke Professional Geologist PG2803 FL 7/31/2028 Bragaia, Nicholas Professional Engineer 95611 FL 2/28/2027 Pepin, Alan Professional Engineer 104182 FL 2/28/2027 Rehwoldt, Eric Professional Engineer 91695 FL 2/28/2027 GEI Consultants | City of Sunny Isles Beach | RFQ 26-07-01 9 GIOVANNI BONITA LICENSES & REGISTRATIONS | GEI CONSULTANTS, INC. HOME CONTACT US MY ACCOUNT T H E O F F I C I A L S I T E O F T H E F L O R I D A D E PA R T M E N T O F B U S I N E S S & P R O F E S S I O N A L R E G U L AT I O N ONLINE SERVICES Apply for a License Verify a Licensee View Food & Lodging Inspections File a Complaint Continuing Education Course Search View Application Status Find Exam Information Unlicensed Activity Search AB&T Delinquent Invoice & Activity List Search LICENSEE DETAILS 9:52:31 AM 3/31/2025 Licensee Information Name:BONITA, GIOVANNI A (Primary Name) Main Address:35 8TH ST NE WASHINGTON District of Columbia 20002 County:OUT OF STATE License Information License Type:Professional Engineer Rank:Prof Engineer License Number:71720 Status:Current,Active Licensure Date:07/23/2010 Expires:02/28/2027 Special Qualifications Qualification Effective Civil 07/23/2010 Alternate Names View Related License Information View License Complaint 2601 Blair Stone Road, Tallahassee FL 32399 :: Email: Customer Contact Center :: Customer Contact Center: 850.487.1395 The State of Florida is an AA/EEO employer. Copyright ©2023 Department of Business and Professional Regulation - State of Florida. Privacy Statement Under Florida law, email addresses are public records. If you do not want your email address released in response to a public-records request, donot send electronic mail to this entity. Instead, contact the office by phone or by traditional mail. If you have any questions, please contact 850.487.1395. *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 email address which can be made available to the public. Please see our Chapter 455 page to determine if you are affected by this change. GEI Consultants | City of Sunny Isles Beach | RFQ 26-07-01 10 Melanie S. Griffin, SecretaryRon DeSantis, Governor STATE OF FLORIDA BOARD OF PROFESSIONAL ENGINEERS THE PROFESSIONAL ENGINEER HEREIN IS LICENSED UNDER THE PROVISIONS OF CHAPTER 471, FLORIDA STATUTES BRAGAIA, NICHOLAS JOHN Do not alter this document in any form. 500 N CONGRESS AVE LICENSE NUMBER: PE95611 EXPIRATION DATE: FEBRUARY 28, 2027 This is your license. It is unlawful for anyone other than the licensee to use this document. APT. 27 WEST PALM BEACH FL 33401 Always verify licenses online at MyFloridaLicense.com DEPARTMENT OF BUSINESS AND PROFESSIONAL REGULATION NICK BRAGAIA LICENSES & REGISTRATIONS | GEI CONSULTANTS, INC. GEI Consultants | City of Sunny Isles Beach | RFQ 26-07-01 11 LICENSES & REGISTRATIONS | GEI CONSULTANTS, INC. ALAN PEPIN Melanie S. Griffin, SecretaryRon DeSantis, Governor STATE OF FLORIDA BOARD OF PROFESSIONAL ENGINEERS THE PROFESSIONAL ENGINEER HEREIN IS LICENSED UNDER THE PROVISIONS OF CHAPTER 471, FLORIDA STATUTES PEPIN, ALAN DANIEL Do not alter this document in any form. 1 PROCTOR AVENUE LICENSE NUMBER: PE104182 EXPIRATION DATE: FEBRUARY 28, 2027 This is your license. It is unlawful for anyone other than the licensee to use this document. HUDSON MA 01749 Always verify licenses online at MyFloridaLicense.com DEPARTMENT OF BUSINESS AND PROFESSIONAL REGULATION GEI Consultants | City of Sunny Isles Beach | RFQ 26-07-01 12 Melanie S. Griffin, SecretaryRon DeSantis, Governor STATE OF FLORIDA BOARD OF PROFESSIONAL ENGINEERS THE PROFESSIONAL ENGINEER HEREIN IS LICENSED UNDER THE PROVISIONS OF CHAPTER 471, FLORIDA STATUTES REHWOLDT, ERIC BRUCE Do not alter this document in any form. 5326 LIBERTY LN LICENSE NUMBER: PE91695 EXPIRATION DATE: FEBRUARY 28, 2027 This is your license. It is unlawful for anyone other than the licensee to use this document. WESTLAKE FL 33470 Always verify licenses online at MyFloridaLicense.com DEPARTMENT OF BUSINESS AND PROFESSIONAL REGULATION LICENSES & REGISTRATIONS | GEI CONSULTANTS, INC. ERIC REHWOLDT GEI Consultants | City of Sunny Isles Beach | RFQ 26-07-01 13 LICENSES & REGISTRATIONS | GEI CONSULTANTS, INC. CHRISTOPHER BRADLEY GEI Consultants | City of Sunny Isles Beach | RFQ 26-07-01 14 LICENSES & REGISTRATIONS | GEI CONSULTANTS, INC. BROOKE BENNETT GEI Consultants | City of Sunny Isles Beach | RFQ 26-07-01 15 LICENSES & REGISTRATIONS | CONEMCO ENGINEERING, INC. GEI Consultants | City of Sunny Isles Beach | RFQ 26-07-01 16 LICENSES & REGISTRATIONS | CONEMCO ENGINEERING, INC. GEI Consultants | City of Sunny Isles Beach | RFQ 26-07-01 17 LICENSES & REGISTRATIONS | CONEMCO ENGINEERING, INC. March 12, 2024 Jose Compres Conemco Engineering, Inc. DBA Conemco Consultants 782 NW 42nd Ave., Unit #635 Miami, FL 33126 Approval Date: September 30, 2023 Small Business Enterprise - Architectural & Engineering (SBE-A&E) Expiration Date: September 30, 2026 Dear Jose Compres, Miami-Dade County Office of Small Business Development (SBD), has completed the review of your application and attachments submitted for certification. Your firm is officially certified as a Miami-Dade County Small Business Enterprise. The Small Business Enterprise (SBE) programs are governed by Sections 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 (3) years. However, to validate continuing eligibility, SBD may conduct random audit(s) within the three (3) year certification period. Failure to provide required documentation for a random audit will initiate the decertification process. At the time of expiration, your firm will submit a Re-certification Application at least one hundred and eighty (180) days, but not less than, ninety (90) days, prior to the end of the three (3) year certification term via the County’s web-based system, Business Management Workforce System (BMWS). This will ensure sufficient time for process by SBD. Failure to provide the re-certification application and required supporting documentation will initiate the decertification process. If at any time there is a material or business structure change in the firm including, but not limited to, ownership, officers, director, scope of work being performed, daily operations, affiliations(s) with other businesses or the physical location of the firm, you must notify this office within thirty (30) calendar days of the effective date of the change(s) via the BMWS. Notification should include supporting documentation. You will receive timely instructions from this office as to how you should proceed, if necessary. Failure to notify SBD of any changes may result in immediate action to decertify the firm. This letter will be the only approval notification issued for the duration of your firm’s three-year certification. If the firm attains graduation or becomes ineligible during the three-year certification period, you will be properly notified 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-Dade County’s SBD website: https://www.miamidade.gov/global/business/smallbusiness/home.page. The categories as listed below affords you the opportunity to bid and participate on contracts with Small Business Enterprise measures. It is strongly recommended that you register your firm as a bidder with Miami-Dade County. To register, you may visit: https://www.miamidade.gov/global/business/procurement/home.page. Thank you for your interest in doing business with Miami-Dade County. If you have any questions or concerns, you may contact our office at 305-375-3111 or via email at sbdcert@miamidade.gov. Sincerely, Jeanise Cummings-Labossiere Section Chief, Small Business Development CATEGORIES: (Your firm may bid or participate on contracts only under these categories) Melanie S. Griffin, SecretaryRon DeSantis, Governor STATE OF FLORIDA BOARD OF PROFESSIONAL ENGINEERS THE PROFESSIONAL ENGINEER HEREIN IS LICENSED UNDER THE PROVISIONS OF CHAPTER 471, FLORIDA STATUTES COMPRES, JOSE A Do not alter this document in any form. 782 NW 42ND AVE LICENSE NUMBER: PE65557 EXPIRATION DATE: FEBRUARY 28, 2027 This is your license. It is unlawful for anyone other than the licensee to use this document. UNIT 635 MIAMI FL 33126 Always verify licenses online at MyFloridaLicense.com SPECIAL INSPECTOR LIMITED NUMBER: 65557 DEPARTMENT OF BUSINESS AND PROFESSIONAL REGULATION JOSE COMPRES GEI Consultants | City of Sunny Isles Beach | RFQ 26-07-01 18 LICENSES & REGISTRATIONS | CONEMCO ENGINEERING, INC. GUIDO VAN MEEK GEI Consultants | City of Sunny Isles Beach | RFQ 26-07-01 19 LICENSES & REGISTRATIONS | CONEMCO ENGINEERING, INC. LICENSES & REGISTRATIONS | CONEMCO ENGINEERING, INC. ALEJANDRO ESTEVEZ GEI Consultants | City of Sunny Isles Beach | RFQ 26-07-01 20 Qualifications SECTION2 GEI Consultants | City of Sunny Isles Beach | RFQ 26-07-01 22 WHY GEI GEI is exceptionally qualified to provide Environmental and Coastal Engineering Services to the City of Sunny Isles Beach based on our specialized coastal expertise, Florida regulatory experience, multidisciplinary capabilities, and successful delivery of waterfront and resilience projects nationwide. With more than 55 years of experience, 1,800+ professionals, and a strong South Florida presence, GEI provides the technical depth and responsiveness required to support the City’s shoreline protection, coastal infrastructure, environmental stewardship, and resiliency initiatives. SCHEDULE OF PROPOSED SERVICES To best serve the City of Sunny Isles Beach for Discipline 6 – Environmental/Coastal Engineering, GEI off ers the full range of services identified in the RFQ, including: RFQ Requirement GEI Qualification Environmental studies, monitoring, and reporting Extensive experience conducting environmental assessments, monitoring programs, ecological evaluations, water quality studies, and environmental reporting for coastal and marine projects. Beach, marine, and intracoastal mitigation consulting Dedicated coastal and waterfront practice providing shoreline stabilization, living shorelines, beach nourishment support, habitat restoration, and coastal resilience planning. Marine engineering inspections and surveys In-house Association of Diving Contractors International, Inc. (ADCI)-certified engineer- divers, underwater inspections, structural assessments, hydrographic surveys, and condition evaluations of marine structures. Seawall consultation and coastal design Extensive experience evaluating, rehabilitating, and designing seawalls, bulkheads, revetments, breakwaters, docks, piers, and waterfront facilities. Coastal construction supervision and administration Full construction administration, QA/QC, contractor coordination, inspection, and construction observation services. Feasibility studies and resiliency evaluations Coastal vulnerability assessments, flood risk analyses, climate adaptation planning, engineering feasibility studies, and resiliency strategies. Regulatory permitting and agency coordination Proven experience obtaining permits and coordinating with United States Army Corps of Engineers (USACE), Florida Department of Environmental Protection (FDEP), Miami- Dade County Department of Environmental Resource Management (DERM), United States Environmental Protection Agency (EPA), and other regulatory agencies. Public Law 84-99 emergency recovery support Expertise in coastal damage assessments, shoreline restoration planning, emergency response support, and resilience funding strategies. Geotechnical coastal hazard assessment Access to in-house geotechnical engineers specializing in shoreline erosion, coastal foundations, waterfront structures, and subsurface investigations. Commitment to Sunny Isles Beach Sunny Isles Beach’s coastal setting requires specialized expertise in shoreline resilience, coastal storm risk reduction, waterfront infrastructure, environmental permitting, and adaptation to sea level rise. GEI’s Environmental and Coastal Engineering team brings experience supporting Florida coastal communities through seawall and waterfront structure assessments, shoreline stabilization and restoration, coastal resiliency planning, flood mitigation initiatives, environmental permitting, and the design of sustainable solutions that balance infrastructure needs with environmental stewardship. By combining Florida regulatory knowledge with nationally recognized coastal and waterfront engineering expertise, GEI off ers the City of Sunny Isles Beach a responsive and trusted partner capable of delivering comprehensive environmental and coastal engineering services that protect coastal resources, enhance community resilience, and support the City’s long- term waterfront goals. GEI Consultants | City of Sunny Isles Beach | RFQ 26-07-01 23 Florida and Regulatory Agency Experience GEI and its proposed key personnel have extensive experience delivering marine, coastal, waterfront, and resiliency projects throughout Florida for municipal, state, and federal clients. Our team has supported projects in Miami-Dade, Broward, Palm Beach, Volusia, Duval, St. Johns, and Hillsborough Counties, providing coastal engineering, shoreline stabilization, waterfront infrastructure design, permitting, construction support, and hazard mitigation services. This experience reflects the direct involvement of GEI staff while employed by GEI or predecessor firms and provides immediately transferable expertise in Florida regulatory requirements, coastal processes, and cost-eff ective project delivery. Florida Coastal and Regulatory Experience of Key Personnel Nick Bragaia has extensive experience supporting Florida coastal and environmental agencies, including Miami-Dade County DERM and FDEP. As coastal engineering consultant to Miami-Dade County, he assisted with management of the County's beach program, which oversees approximately 13 miles of shoreline. He developed integrated coastal models to evaluate currents, waves, and sediment transport, designed off shore breakwaters to address shoreline erosion, and provided hydrologic, hydraulic, and water quality modeling in support of the Biscayne Bay Water Quality Improvement Program. Mr. Bragaia also coordinated with FDEP's Bureau of Beaches and Coastal Systems on permitting for beach nourishment and shoreline stabilization projects throughout South Florida and supported the USACE Jacksonville District on a beneficial sediment reuse study and plan of action for Naval Air Station Key West. Florida Department of Transportation (FDOT) Experience Bridge Fender Replacement Designs, Dade and Palm Beach Counties, Florida (2019-2020) GEI served as geotechnical and structural design consultant for bridge fender replacement projects at the William Powell Bridge in Miami-Dade County and the Blue Heron Bridge in Palm Beach County. The projects were completed in accordance with FDOT standards and included structural and geotechnical analyses, preparation of design drawings and calculations, and construction-phase engineering support. GEI's composite pile and fender system was submitted as a value-engineered alternative and selected by FDOT, providing a durable and cost-eff ective solution. Representative Florida Coastal Experience GEI personnel have provided engineering services for a broad range of Florida waterfront and coastal infrastructure projects, including: • Indian Creek seawall replacement, City of Miami Beach • Municipal seawall rehabilitation projects in Boca Raton • Port Everglades and Tampa Harbor dredging and sand bypass projects • USACE beach nourishment and inlet maintenance projects • Marina and waterfront facility inspections • Shoreline stabilization and bulkhead rehabilitation projects • Construction-phase monitoring along the Intracoastal Waterway, Atlantic coastline, and navigable inlets These projects required coordination with FDEP, USACE, FDOT, United States Federal Emergency Management Association (FEMA) and local municipalities and demonstrate GEI's familiarity with Florida-specific permitting requirements, vessel-impact loading, coastal hazards, scour and erosion, sea-level rise considerations, and waterfront construction challenges. GEI Consultants 1400 Centrepark Boulevard, Suite 601 West Palm Beach, FL 33401 561.973.8396 GEI Consultants | City of Sunny Isles Beach | RFQ 26-07-01 24 • Austal USA • Pearlson & Pearlson, Inc. • Chesapeake Shipbuilding Corporation • Boston Harbor Shipyard & Marina • Ports America Chesapeake • Chelsea Piers Management • Hy-Line Cruises, Inc. • ACK Marine & General Contracting LLC • Coastal Marine Construction • Arthur Kill Terminal, LLC • Brooklyn Navy Yard Development Corporation • Community Offshore Wind, LLC • Atlantic Subsea, Inc. • Accudock • Canadian Granite Marine Corp. • CITGO Petroleum Corporation • Cold Spring Harbor Laboratory • Avangrid • Con Edison •Kinder Morgan •Dominion Energy •Valero Terminaling and Distribution •New Leaf Energy, Inc. •Greenskies Renewable Energy •AES Energy Storage, LLC •Retail Properties of America, Inc. •Element Solutions (formerly Alpha Metals) •Bayvest Industrial Development Ltd. •Delta Air Lines, Inc. •Titanium Metals Corporation (TIMET) •Hubbell Incorporated Commercial Clients Founded in 1970, GEI has built more than 55 years of experience delivering professional engineering and environmental services to a diverse range of clients across North America. Over that time, GEI has cultivated hundreds of long-standing client relationships spanning waterfront and marine, energy and utilities, industrial, real estate, aviation, and beyond. The clients listed here are a representative sample of that extensive portfolio. GEI’s commitment to personalized service, technical excellence, and a collaborative partnership model has been the foundation of those relationships for more than five decades, and continues to drive successful delivery across every market GEI serves. Regulatory Agency Experience GEI maintains a long history of supporting federal and state regulatory agencies through coastal engineering, water resources planning, environmental compliance, permitting, hydraulic modeling, infrastructure design, and construction support services. Representative experience of this team includes: •NAS Key West Beneficial Sediment Reuse Study, Florida – Support to the USACE Jacksonville District to evaluate sediment reuse opportunities and beneficial use alternatives. •Soo Locks New Lock Construction, Michigan – Geotechnical instrumentation, materials testing, civil and structural engineering, and construction support for a major USACE navigation infrastructure project. •USACE Water Management Implementation Support – Enterprise water management systems, reservoir operations support, and modernization of water resources management tools. •Programmatic Water Control Manual Updates, California – Hydrologic and hydraulic analyses, environmental compliance, and stakeholder coordination for flood-risk management projects. •HEC-RAS Development Support – Advancement of hydraulic modeling tools used by USACE for floodplain and bridge analyses. GEI's Florida and regulatory experience reflects a consistent ability to obtain permits, manage regulatory coordination, maintain cost control, perform hazard and risk analyses, and deliver resilient waterfront infrastructure solutions for public-sector clients. This experience is directly applicable to supporting the City's coastal and waterfront engineering needs. SECTION Staff ing 3 Principal in Charge | GEI Eric Rehwoldt, PE*, PG Key Project Team | GEI Marine Structural Russell Titmuss, PE Alan Pepin, PE* Kevin Ang, PE Marine Inspection / Rehabilitation Matt Kehoe, PE Daniel Robbins, PE William Green, PE Marine Geotechnical & Ground Improvement Eric Rehwoldt, PE*, PG Giovanni Bonita, Ph.D, PE*, PG Paul Landers, PE Dredging & Coastal Management Ben Spratford Rooni Mathew, Ph.D, PE Katlin Walling, PE Kevin Buruchian Nicholas Bragaia, PE*, ENV SP Subconsultant Project Support | Conemco Civil Land Development Civil Design (Drainage, Water/Wastewater) Construction Inspections Mechanical/Electrical/Plumbing Jose Compres, PE* Guido Van Meek, PE* Marieli Ferreiras, PE Alejandro Estevez, PE* Project Manager | GEI Nicholas Bragaia, PE*, ENV SP ORGANIZATIONAL CHART | GEI’S MARINE AND WATERFRONT ENGINEERING EXPERTS * Denotes Florida Licensed Professional Engineer / Professional Geologist GEI provides specialized environmental, coastal, and waterfront engineering services for public agencies, backed by more than 50 years of experience supporting coastal infrastructure and shoreline resilience projects. Our multidisciplinary team integrates coastal, civil, structural, environmental, and geotechnical expertise to address the technical, regulatory, and constructability challenges associated with Florida's marine environments. For the City of Sunny Isles Beach, GEI offers comprehensive services including environmental monitoring and mitigation, environmental studies and reporting, shoreline stabilization, seawall assessment and rehabilitation, coastal engineering design, permitting support, marine inspections, underwater engineering, hydrographic and bathymetric surveying, coastal modeling, construction administration, and feasibility evaluations for waterfront and intracoastal projects. Our extensive experience with coastal processes, environmental compliance, marine infrastructure, sea level rise adaptation, and multi-agency permitting enables us to deliver resilient, cost-effective solutions that support the City’s ongoing and future environmental and coastal engineering needs. Workload Share: • GEI will serve as the Prime Consultant and will perform more than 30% of the total contract work. GEI will self-perform the majority (approximately 85%) of the professional services required under this contract, including project management, environmental, coastal, engineering, permitting, and geotechnical services. • As a subconsultant, Conemco is anticipated to perform approximately 15% of the contract work. • GEI will not utilize a geotechnical design subconsultant, as all geotechnical services will be provided by our in-house team. Permitting & Natural Resources Paul Jansen Melinda Mohamed Dan Guth Kristin Connell Environmental Services Jessica Turner, PG Brooke Bennett, PG* Christopher Bradley, PE* GEI Consultants | City of Sunny Isles Beach | RFQ 26-07-01 26 KEY PERSONNEL Nick Bragaia, PE, ENV SP Project Manager Waterfront & Coastal Engineer/ Project Manager Eric B. Rehwoldt, PE, PG Client Manager | Marine Geotechnical & Ground Improvement Senior Consultant, Vice President Eric Rehwoldt leads GEI’s West Palm Beach off ice with over 36 years of experience in geotechnical and geoenvironmental engineering, specializing in structure monitoring and coastal resilience projects. Kevin Ang, PE Marine Structural Engineering Senior Waterfront Engineer, Project Manager Kevin Ang is a structural engineer with over 12 years of experience in waterfront and marine design, bridge design, and building design. He specializes in managing interdisciplinary project teams and delivering complex projects under challenging schedules. Giovanni Bonita, Ph.D, PE, P.G. Marine Geotechnical Engineering & Ground Improvement Senior Vice President Dr. Giovanni Bonita brings 26 years of expertise in geotechnical and geostructural engineering, tunneling, and foundation systems for complex infrastructure projects. He has served as Engineer of Record for major dam rehabilitation and deep excavation projects. Kevin Buruchian Dredging & Coastal Management Senior Waterfront Engineer, Diver Kevin Buruchian has over 17 years of experience in waterfront engineering, marine facility inspection, and the design and rehabilitation of piers, bulkheads, marinas, and seawalls. Nick Bragaia, PE will serve as Project Manager for the City’s on-call environmental and coastal engineering services. Mr. Bragaia is a Florida-licensed Professional Engineer with more than eight years of professional experience specializing in coastal and waterfront engineering, marine infrastructure, and resiliency planning. He holds a Master of Science in Civil/ Coastal Engineering and a Bachelor of Science in Ocean Engineering, providing a strong technical foundation for complex marine projects. His is also an Envision Sustainability Professional (ENV SP), reflecting his commitment to incorporating sustainability, resilience, and long-term community benefits in the planning and design of coastal and waterfront infrastructure projects. As a Project Manager, Mr. Bragaia has successfully led multidisciplinary teams through feasibility studies, planning, permitting, detailed design, and construction support for public-sector coastal and marine projects. His management experience includes serving as lead coastal engineer and task manager for large, multi-agency eff ort s such as Miami-Dade County’s coastal engineering and shoreline management program, where he coordinated modeling, permitting, and design activities across approximately 13 miles of managed shoreline. He has also led dredge readiness planning, seawall replacement and shoreline protection projects, and flood resiliency studies for municipalities and federal agencies. Mr. Bragaia is experienced in managing schedules, budgets, and stakeholder coordination while maintaining clear communication with clients and regulatory agencies. His ability to translate complex technical analyses into practical, constructible solutions supports informed decision-making and timely project delivery. His background in coastal modeling, permitting strategy, and resilience-focused design makes him well suited to support the City’s infrastructure needs. GEI Consultants | City of Sunny Isles Beach | RFQ 26-07-01 27 Personnel & Qualifications GEI brings together a highly experienced, multidisciplinary team dedicated to delivering innovative and integrated solutions for environmental and coastal projects. Our professionals include: • Florida-Registered Professional Engineers and Geologists. • Specialists in water resources, geotechnical, structural, and environmental engineering for comprehensive project support. • Engineer-Divers (ADCI Certified) providing underwater inspections and condition assessments. • Experts in coastal engineering, environmental science, geology, ecology, and fisheries biology, off ering holistic approaches to complex waterfront challenges. This depth of expertise allows GEI to address every aspect of coastal infrastructure, from planning and design to inspection and rehabilitation, with precision and eff iciency. Please find full resumes in Appendix A. Kristin Connell Permitting & Natural Resources Senior Project Manager – Natural Resources Kristin Connell has nearly 20 years of experience in wetlands permitting, habitat assessment, and regulatory coordination for infrastructure and coastal projects. William Green, PE Marine Inspection / Rehabilitation Waterfront Engineer, Diver William Green is a waterfront engineer and ADCI-trained diver with experience in marine facility inspections, structural assessments, and design support for piers, wharves, and waterfront structures. Jessica Turner, PG Environmental Services Senior Environmental Consultant Jessica Turner is a senior environmental consultant and Professional Geologist with more than 26 years of experience in environmental due diligence, site assessment, remediation, brownfield redevelopment, and regulatory compliance for complex infrastructure and redevelopment projects. Brooke Y. Bennett, PG, PMP Environmental Services Senior Geologist Brooke Bennett is a Florida Licensed Professional Geologist and certified Project Management Professional with more than 15 years of experience managing hydrogeologic investigations, groundwater and surface water assessments, environmental remediation programs, and multidisciplinary teams supporting water resources, infrastructure, and environmental projects. Christopher Bradley, PE Environmental Services Senior Environmental Consultant Christopher Bradley is a Florida Licensed Professional Engineer, environmental engineer, and senior project manager with over 30 years of extensive experience leading environmental investigations, site characterization, remedial design, and long-term environmental compliance programs for utility, railroad, and industrial clients. Dan Guth Permitting & Natural Resources Senior Environmental Scientist Dan Guth is a water quality specialist with over 15 years of experience in aquatic life criteria development, National Pollutant Discharge Elimination System (NPDES) permitting, and regulatory support for complex environmental projects. Paul Jansen Permitting & Natural Resources Senior Project Manager Paul Jansen has more than 30 years of experience leading the design and implementation of complex environmental remediation and sediment management projects for industrial and public-sector clients. Matthew J. Kehoe, P.E. Marine Inspection / Rehabilitation Waterfront Practice Leader Matthew Kehoe has 18 years of experience in waterfront facility inspections and rehabilitation, specializing in underwater inspections and mooring system design. He is an ADCI-certified diver and has led numerous inspection projects for ports and terminals. Paul D. Landers, P.E. Marine Geotechnical Engineering & Ground Improvement Senior Project Manager Paul Landers has 26 years of geotechnical engineering experience focused on deep foundations, ground improvement, and temporary shoring systems. He is known for innovative solutions and quality control in complex infrastructure projects. Rooni Mathew, Ph.D, PE Coastal Management Senior Waterfront Resources Engineer Rooni Mathew is an expert in hydrodynamic and sediment transport modeling for climate resiliency and flood defense projects. He has 24 years of experience applying advanced numerical models for coastal and riverine systems. Melinda Mohamed Permitting & Natural Resources Ecologist, Project Coordinator Melinda Mohamed is an ecologist with over 15 years of experience in biological resource assessments, environmental permitting, and construction compliance for infrastructure and restoration projects. GEI Consultants | City of Sunny Isles Beach | RFQ 26-07-01 28 Alan D. Pepin, PE Marine Structural Engineering Waterfront Engineer, Diver Alan Pepin has 16 years of experience in waterfront engineering, including inspections and design of marine structures such as piers, bulkheads, and berthing facilities. He also manages large-scale terminal rehabilitation projects. Daniel B. Robbins, P.E. Marine Inspection / Rehabilitation Senior Project Manager, Diver Daniel Robbins is a civil engineer with 16 years of experience in waterfront inspections and design, including specialized concrete repair and rehabilitation projects. He has served as resident engineer for major pier and bulkhead projects. Benjamin S. Spratford Coastal Management Coastal Resources Specialist, Project Manager Benjamin Spratford has 11 years of experience in coastal project management and permitting, with expertise in living shorelines and beach nourishment projects. He is a Commercial Drone Pilot, and also manages offshore wind and energy infrastructure permitting. Russell J. Titmuss, PE Marine Structural Civil Engineer, Project Manager, Senior Structural Engineer Russell Titmuss has over 40 years of experience in waterfront and coastal engineering, specializing in structural design of piers, wharves, and marinas. He has managed numerous large-scale marine infrastructure projects. Katlin Walling, PE Dredging & Coastal Management Senior Coastal Engineer Katlin Walling is a coastal engineer with more than 10 years of experience in shoreline stabilization, flood protection, living shorelines, and offshore wind and submarine cable projects. Subconsultants Conemco Engineering, Inc. DBA Conemco Consultants: Alejandro Estevez, PE Electrical Engineering & Power Systems Electrical Engineering Director Alejandro Estevez is an electrical engineer with over 10 years of experience leading electrical design, power quality analysis, and infrastructure upgrades for utility, municipal, and large-scale commercial facilities. Marieli P. Ferreiras, PE Civil & Structural Engineering Civil Engineer Designer Marieli Ferreiras is a civil engineer with eight years of experience providing civil and structural design, inspections, and project coordination for municipal and infrastructure projects. Guido Van Meek, PE Civil Engineering & Construction Management Civil Engineering Director Guido Van Meek is a senior civil engineer with over 50 years of experience leading civil infrastructure design, construction management, and utility projects for public and private clients. Jose A. Compres, PE Structural & Civil Engineering Structural Engineering Director Jose Compres is a structural engineer with more than 30 years of experience in the design, inspection, and rehabilitation of public infrastructure, pump stations, seawalls, and municipal facilities. GEI Consultants | City of Sunny Isles Beach | RFQ 26-07-01 29 Crandon Marina - Seawall Replacement Structural Plans Belle Meade Island GEI Consultants | City of Sunny Isles Beach | RFQ 26-07-01 30 TEAM SUPPORT | SUBCONSULTANTS Conemco Engineering, Inc dba Conemco Consultants 10392 W State Road 84 Unit 107 Davie, FL 33324 Contact: Jose A. Compres, PE, President 888.536.1536 | info@conemco.com Conemco will support GEI with their Civil Land Development; Civil Design (Drainage, Water/Wastewater); Construction Inspections; and Mechanical/Electrical/Plumbing expertise. Founded in 2008 in Miami, Florida, Conemco Engineering, Inc. (DBA Conemco Consultants) is a multidisciplinary engineering firm with over 17 years of experience providing engineering design, inspection, and construction support services to public and private clients throughout South Florida. The firm off ers integrated services in Wastewater and Stormwater Engineering, Civil and Structural Engineering, and Construction Engineering and Inspection (CEI). Conemco supports projects from planning through construction and closeout, delivering technically sound solutions that meet regulatory requirements while maintaining schedule and budget objectives. Extensive experience with municipal agencies and permitting authorities enables eff icient coordination and compliance. Conemco’s Wastewater and Stormwater Engineering services include planning, modeling, permitting, and design of drainage systems, pump stations, and infrastructure improvements focused on flood mitigation, resiliency, and climate adaptation. Civil engineering services include site development, grading and drainage, roadway and utility coordination, and permitting support, with an emphasis on constructability and long-term performance. The firm also provides comprehensive CEI services, including construction inspection, quality assurance, documentation, contractor coordination, and project closeout support. Since 2008, Conemco has supported numerous municipalities and Miami- Dade County Water and Sewer Department (WASD), working regularly with regulatory agencies such as Miami-Dade DERM, South Florida Water Management District (SFWMD), and USACE. Notable projects include construction inspection for the rehabilitation of the historic Chemical House Building at the Hialeah Water Treatment Plant; civil and electrical design for the Flamingo Childcare Facility in Miami Beach; seawall replacement design and inspections at Crandon Marina in Key Biscayne; structural and civil design for The Oaks Townhouses in Fort Lauderdale; and fully coordinated structural, civil, and MEP engineering services for luxury residential developments at Belle Meade Island in Miami. GEI Consultants | City of Sunny Isles Beach | RFQ 26-07-01 31 CURRENT AND ESTIMATED PROJECT WORKLOAD GEI maintains a robust capacity to manage current and future project workloads through strategic resource planning, organizational depth, and flexible staffing. Our approach to workload management includes the following key components. Current Workload Management GEI is committed to providing the City of Sunny Isles Beach with a dedicated and responsive project team led by Project Manager Nick Bragaia and Principal in Charge Eric Rehwoldt, who will serve as the City’s primary points of contact and will oversee all task assignments. Our South Florida-based professionals have the capacity and availability to support the City’s environmental, coastal, and marine engineering needs while maintaining consistent communication and prompt response times. Resource Allocation and Flexibility GEI’s core Sunny Isles Beach team includes experienced coastal engineers, environmental scientists, marine specialists, and permitting professionals who are familiar with Florida’s coastal environment and regulatory requirements. This local team will lead day-to-day project delivery, providing continuity and direct access to key decision-makers throughout each assignment. Organizational Structure and Support In addition to our dedicated local staff, the City will have access to GEI’s nationwide network of coastal, marine, environmental, geotechnical, and infrastructure specialists. This depth allows us to quickly augment the project team with additional expertise whenever specialized technical support, accelerated schedules, or expanded resources are required. Staff Availability and Commitment Nick Bragaia and the assigned GEI team are committed to prioritizing task orders issued under this contract. By maintaining a dedicated project team and drawing upon additional subject matter experts as needed, GEI can provide reliable support, timely execution, and continuity across multiple concurrent assignments. Adaptive Resource Management As project demands evolve, GEI can seamlessly supplement the core project team with experienced engineers, scientists, surveyors, permitting specialists, and marine professionals from across our organization. This flexibility allows us to scale resources to meet changing project needs while maintaining consistent project leadership and client service. Five-Year Capacity Planning GEI anticipates maintaining the personnel and technical resources necessary to support Sunny Isles Beach throughout the contract term. Our approach combines a dedicated local project team with the strength of a national practice, providing the City with both responsive day-to-day support and access to specialized expertise whenever needed. Projected Availability of Key Environmental and Coastal Engineering Roles Role Availability Marine Structural 35-45% Marine Inspection & Rehabilitation 50-65% Marine Geotech / Ground Improvement 30-40% Environmental Services 40-55% Bathymetric Survey 60-75% Coastal Management 40-55% Shoreline Management 45-60% Approach / Methodology SECTION4 33 SUITABILITY OF METHODOLOGIES AND APPROACHES FOR ACHIEVING ASSIGNED TASKS Understanding Project Needs and Objectives: GEI’s methodology for delivering environmental, coastal, and marine engineering services is founded on collaboration, technical excellence, responsiveness, and practical implementation. We recognize that each assignment for the City of Sunny Isles Beach presents unique operational, environmental, regulatory, and budgetary considerations. Our approach begins with understanding project objectives, site constraints, permitting requirements, stakeholder needs, and long-term asset performance goals to develop solutions that are technically sound, cost-eff ective, and aligned with the City’s priorities. Structured Delivery Process: For each task assignment, GEI follows a structured process that includes site assessment, planning and feasibility evaluation, alternatives analysis, permitting and regulatory coordination, design development, construction support, and post-construction evaluation. This methodology allows us to identify practical solutions that minimize risk, control costs, and maintain project schedules. Integrated Multidisciplinary Expertise: Through successful delivery of coastal, environmental, and waterfront projects across Florida and throughout the United States, GEI has developed a proven approach to supporting municipalities, public agencies, and private owners with responsive, multidisciplinary engineering services. Our multidisciplinary team includes coastal engineers, environmental scientists, marine structural engineers, geotechnical engineers, hydrographic surveyors, ecologists, and permitting specialists who work together to address both engineering and environmental considerations. This integrated approach is particularly valuable in coastal communities such as Sunny Isles Beach, where resiliency, environmental stewardship, regulatory compliance, and public safety are closely connected. Responsive Support and Rapid Problem Resolution: A key component of our methodology is proactive communication and rapid response. Marine infrastructure challenges can arise unexpectedly due to storm events, shoreline erosion, structural deterioration, vessel impacts, or regulatory concerns. GEI maintains the technical expertise and resources needed to quickly assess conditions, prioritize issues, and develop practical recommendations that restore functionality while supporting long-term resilience objectives. Lifecycle Asset Management and Fiscal Stewardship: GEI also emphasizes lifecycle asset management and fiscal responsibility. Rather than focusing solely on immediate repairs, we evaluate facilities based on their remaining service life, maintenance history, vulnerability to coastal hazards, and future operational needs. When appropriate, we develop phased implementation strategies that address immediate concerns while establishing a roadmap for future improvements, allowing the City to eff ectively balance capital and maintenance expenditures over time. Permitting and Regulatory Coordination: Equally important is our permitting and environmental compliance strategy. GEI routinely coordinates with agencies including FDEP, DERM, USACE, and other regulatory authorities to streamline reviews and reduce potential project delays. By incorporating permitting requirements early in project development, we help avoid redesigns, expedite approvals, and maintain project momentum. Experience with Federally Authorized Shore Protection Projects: The GEI Project Team has extensive experience delivering services to municipalities with shorelines that fall under a federally authorized shore protection project. GEI’s Project Manager was responsible for unifying the entirety of DERM’s managed shoreline from monument R-7 to R-74 under a singular permit authorization. This large beach design and permitting eff ort allowed for flexibility in upland sand sourcing and enabled the County to respond quickly to emergency truck-haul nourishment events triggered by passing storms. This eff ort required extensive coordination with the USACE regulatory team to confirm compliance with the Miami-Dade County Beach Erosion Control and Hurricane Protection Project. Emergency Coastal Response and Recovery Services: Additionally, the GEI Project Team has delivered numerous FEMA emergency berm nourishment projects aft er a federally declared storm event. This experience well positions GEI to assist Sunny Isles and respond quickly to any coastal management emergency event. Delivering Resilient Coastal Solutions for Sunny Isles Beach: Ultimately, GEI’s approach combines technical expertise, practical engineering judgment, environmental stewardship, and responsive client service to deliver resilient, sustainable, and cost-eff ective solutions that support the City of Sunny Isles Beach’s coastal infrastructure, environmental resources, and long-term community goals. GEI Consultants | City of Sunny Isles Beach | RFQ 26-07-01 Innovation Resilient materials, adaptive design, advanced modeling Cost Control Phasing, value engineering, accurate estimating Risk Reduction Early permitting, constructability reviews, hazard planning GEI Consultants | City of Sunny Isles Beach | RFQ 26-07-01 34 OVERALL ORGANIZATION TO COMPLETING THE PROJECT GEI organizes every project around a dedicated Project Manager who serves as the City’s primary point of contact and is responsible for overall project delivery. This structure provides clear accountability, streamlined communication, and consistent oversight from project initiation through completion. For this contract, Project Manager Nick Bragaia will be supported by a multidisciplinary team that may include coastal engineers, marine structural engineers, environmental scientists, geotechnical engineers, permitting specialists, hydrographic surveyors, Geographic Information System (GIS) specialists, ecologists, and construction support personnel, depending on the specific needs of each assignment. This team structure allows us to bring the appropriate expertise to every task while maintaining eff icient project execution. Key responsibilities are organized as follows: · Project Manager: Overall coordination, client communication, schedule and budget management, and contract administration. · Technical Lead: Engineering analysis, design development, and technical oversight. · Environmental and Permitting Lead: Agency coordination, environmental compliance, and permit acquisition. · QA/QC Reviewer: Independent review of project deliverables to maintain quality and consistency. · Support Specialists: Surveying, GIS, coastal modeling, hydrographic services, ecological evaluations, geotechnical services, and construction support, as needed. This organization allows GEI to leverage both local resources and the capabilities of our nationwide coastal and waterfront practice, providing Sunny Isles Beach with responsive service and access to specialized expertise whenever required. ABILITY TO MEET DESIRED TIMELINES AND DEADLINES GEI maintains a strong track record of delivering projects on schedule through proactive planning, resource management, and continuous progress monitoring. Our ability to meet deadlines is driven by disciplined project controls, experienced project managers, and a firmwide commitment to schedule accountability. At the outset of every task assignment, GEI works with the City to establish project objectives, key milestones, review periods, permitting requirements, and anticipated deliverable dates. These milestones become the foundation for schedule management throughout project execution. Our schedule management tools and procedures include: · Critical Path Method (CPM)-based scheduling. · Milestone-driven work plans. · Weekly project and resource planning meetings. · Ongoing workload monitoring and resource allocation. · Early identification of schedule risks and constraints. · Recovery planning when schedule adjustments become necessary. · Routine schedule updates and progress reporting to City staff . A significant advantage of GEI’s approach is our ability to access additional personnel across multiple off ices and technical practices when workloads increase or accelerated schedules are required. This flexibility allows us to maintain project momentum, address unforeseen issues, and meet critical deadlines without compromising quality. We also recognize that permitting activities oft en represent the longest schedule component for coastal projects. As a result, we prioritize early agency coordination and permit preparation to keep projects moving eff iciently and reduce regulatory delays. GEI is committed to delivering engineering services that consistently meet cost control and schedule management standards. Our expertise in waterfront and marine engineering projects reflects this dedication, supported by a proven track record of accurate construction cost estimation, schedule adherence, and disciplined cost management. Assess: Condition assessments, site constraints, risks Strategize: Phasing, cost control, permitting path Design: Constructability- focused marine design Permit: Early agency coordination Construct: Construction admin, inspections, QA/QC Support: Long-term asset planning GEI Consultants | City of Sunny Isles Beach | RFQ 26-07-01 35 WORK PLAN EXPLAINING HOW GEI WILL MEET ESTABLISHED DEADLINES GEI has more than 30 years of experience delivering on-call and continuing services contracts for municipalities, ports, transportation agencies, and waterfront owners. Through these contracts, we have successfully managed a wide variety of coastal, environmental, marine, and waterfront assignments ranging from planning studies and inspections to permitting, design, and construction administration. This experience has taught us the importance of flexibility, responsiveness, and disciplined project controls, as individual task orders often vary significantly in scope, complexity, and schedule requirements. Because this is an on-call continuing services contract, the specific projects, scopes, and schedules are not yet known. GEI’s work plan is therefore designed to be scalable and adaptable, allowing us to efficiently respond to each assignment while maintaining consistent communication, schedule management, budget control, and quality assurance. Although the level of effort and specific activities will vary by task order, our typical project delivery framework follows the phased approach outlined below. Phase 1: Project Initiation and Coordination ·Conduct project kickoff meeting with City staff. ·Confirm project objectives, scope, schedule, and communication protocols. ·Review available data, previous studies, and existing conditions. ·Develop a detailed project schedule and action plan. Phase 2: Site Assessment and Data Collection ·Perform field investigations, inspections, surveys, or environmental assessments as needed. ·Collect and validate technical data. ·Identify permitting requirements and constraints. ·Evaluate existing conditions and project risks. Phase 3: Alternatives Evaluation and Preliminary Design ·Develop and analyze project alternatives. ·Evaluate feasibility, constructability, and lifecycle costs. ·Incorporate resiliency, sustainability, and regulatory considerations. ·Provide recommendations for City review and input. Phase 4: Design Development and Permitting ·Advance selected alternatives into detailed design. ·Prepare permit applications and supporting documentation. ·Coordinate with regulatory agencies and address review comments. · Update cost estimates and project schedules as design progresses. Phase 5: Final Design and Procurement Support ·Complete final plans, specifications, and construction documents. ·Support bidding and procurement activities. ·Respond to contractor questions and prepare addenda as required. Phase 6: Construction Support and Project Closeout ·Provide construction administration and observation services. ·Review submittals, RFIs, and change requests. ·Prepare progress reports and final project documentation. ·Support project closeout and record drawing preparation. Throughout all phases, project progress is reviewed internally on a weekly basis, and schedule updates are provided to City staff to maintain transparency and facilitate timely decision-making. Risk Type GEI Action City Benefit Permitting delays Early agency coordination Shortened review cycle Construction conflicts Early constructability reviews Fewer change orders Budget escalation Phased design & estimating Predictable costs Schedule Risk Identification & Mitigation Matrix GEI Consultants | City of Sunny Isles Beach | RFQ 26-07-01 36 COST CONTROL GEI employs a comprehensive cost management process that begins during project planning and continues through design, permitting, bidding, and construction. Our objective is to provide the City with accurate, reliable cost information that supports informed decision-making and minimizes the potential for budget overruns. For each assignment, we develop Opinion of Probable Construction Costs (OPCCs) and update estimates at key project milestones, typically at the 30%, 60%, 90%, and 100% design stages. Cost estimates are developed using historical bid data, recent contractor pricing, vendor quotations, and current market conditions. Because waterfront construction costs can fluctuate significantly based on material availability, contractor workloads, marine equipment requirements, and regulatory constraints, GEI regularly consults with marine contractors and suppliers to maintain current pricing information. GEI has established a strong track record of delivering construction cost estimates within approximately 10% of actual construction costs by utilizing: • Multi-stage cost estimating throughout project development. • Continuous refinement of cost databases based on recent projects and bid results. • Constructability reviews and contractor input. • Evaluation of material availability and schedule impacts. • Value engineering analyses that identify opportunities to reduce costs without compromising project objectives, durability, safety, or regulatory compliance. Internally, project budgets are tracked using GEI’s enterprise project management and accounting system, which provides weekly updates on labor expenditures, subconsultant costs, budget status, and project forecasts. This allows project managers to identify potential budget concerns early and communicate recommended adjustments before impacts occur. PROCEDURES FOR MANAGING COMPLAINTS AND NOTIFYING THE CITY’S PROJECT MANAGER GEI is committed to responsive service and open communication. Any concern, comment, complaint, or service issue is treated as a high priority and addressed promptly through a documented resolution process. Upon receipt of a concern, the Project Manager will immediately acknowledge the issue, document the relevant facts, evaluate the circumstances, and coordinate with appropriate team members to develop a resolution strategy. If the matter affects project scope, quality, schedule, budget, safety, or regulatory compliance, the City’s Project Manager will be notified promptly. GEI’s complaint resolution process includes: 1. Immediate acknowledgment of the concern. 2. Documentation and internal review of the issue. 3. Investigation by project leadership and technical staff. 4. Communication with the City’s Project Manager regarding findings. 5. Development of corrective actions and implementation plan. 6. Follow-up to verify satisfactory resolution. 7. Documentation of lessons learned to prevent recurrence. Our philosophy is to address concerns proactively before they become larger issues. Open communication, rapid response, and transparency allow us to resolve challenges efficiently while maintaining positive working relationships and minimizing project impacts. Through this structured and collaborative approach, GEI will provide Sunny Isles Beach with responsive project management, reliable technical expertise, effective communication, and high-quality Environmental and Coastal Engineering services that support the City’s immediate needs and long-term resilience goals. Bid Comparison & Lessons Learned Cost Estimating & Control Design Adjustments Contractor Market Check 30/60/90% Estimates Concept Cost Check GEI Consultants | City of Sunny Isles Beach | RFQ 26-07-01 37 1 2 3 4 5 6 7 Plan the Work: Develop a work plan with the City and the GEI Team to achieve agreed-upon objectives and quality, including scope, schedule, budget, technical work, and work products. Execute the Work: According to the plan, with changes as appropriate as the work progresses. Maintain a record of changes, including the basis for the changes. Document the Work: Create appropriate records of relevant information to document the work, including explorations, tests, analyses, recommendations, work products, sources of data, references, and communications. Check the Work: Document, by a qualified independent person, the accuracy of the work including methodology, data, calculations, and presentation of results. This documentation will be available to the City. Review the Work: Perform an independent review of the work plan, work execution, results, recommendations, and documents by a qualified reviewer of the GEI Team. Deliver High Quality Documents: Documents that are accurate, clear, concise, complete, and reflect the GEI Team’s and the City’s general format and appearance expectations. Maintain Open Communications: Keep the City and project team informed of progress, changes, issues, budget, schedule, and results through timely, documented and regularly scheduled communications. THE SEVEN ELEMENTS OF GEI’S QA/QC PROCESS QUALITY CONTROL / QUALITY ASSURANCE GEI maintains a formal Quality Management Program designed to promote technical accuracy, document consistency, regulatory compliance, and successful project delivery. Quality assurance begins at project initiation and continues through design, permitting, construction, and project closeout. Our QA/QC procedures include: • Senior technical oversight throughout project execution. • Independent quality reviews by experienced professionals not directly involved in document preparation. • Discipline-specific technical reviews. • Constructability and coordination reviews. • Verification of compliance with applicable codes, standards, and permitting requirements. • Final QA/QC reviews prior to submission of deliverables to the City or regulatory agencies. These procedures help minimize revisions, reduce project risks, improve permit approval success rates, and support efficient project delivery. By combining strong project controls, cost management, schedule monitoring, and formal QA/QC procedures, GEI consistently delivers high-quality projects that meet client expectations for budget, schedule, and performance. References SECTION5 GEI Consultants | City of Sunny Isles Beach | RFQ 26-07-01 39 GEI provides the following representative project references demonstrating experience similar in size and scope to the City of Sunny Isles Beach’s anticipated marine engineering needs. These projects demonstrate permitting success, budget accuracy, cost control, and hazard analysis, and include municipal and coastal work within the last five (5) years (or ongoing). 1. Massachusetts Port Authority (Massport) Project: Conley Terminal Modernization (Berths 10, 11, 12 & Gate Facilities) Client Address: Massachusetts Port Authority One Harborside Drive, Suite 200S East Boston, MA 02128 Primary Contact: Chet Myers, Project Manager (617) 568-3661 chmyers@massport.com Contract Duration: 2017 – Ongoing Design Fee: $13,950,000 Construction Cost: ~$150,000,000 (on budget) Services Provided: •Marine terminal planning and design •Berthing, bulkheads, fender & mooring systems •Dredging and contaminated sediment management •Regulatory permitting (USACE, state & federal agencies) •Construction administration and inspection Performance Highlights: •Successful multi-agency permitting •Construction delivered on budget •Extensive hazard analysis (deep-draft vessels, contaminated soils, structural capacity) •Award-winning coastal infrastructure program 2. Village of Asharoken, New York Project: Asharoken Seawall Rehabilitation Client Address: Village of Asharoken 1 Asharoken Avenue Northport, NY 11768 Primary Contact: Greg Letica, Mayor (631) 261-7098 gletica@asharokenny.org Contract Duration: 2021 – Ongoing Grant Funding Secured: FEMA HMGP: >$1.2M NYSDOT: ~$1.0M Services Provided: •Emergency seawall assessment and stabilization •Hazard mitigation grant applications •Seawall replacement design and permitting •Benefit-cost analysis and funding support Performance Highlights: •Protection of critical sole-access roadway •Successful federal and state permitting •Cost-effective, resilience-focused solutions •Demonstrated municipal coastal hazard expertise 3. Town of Sandwich, Massachusetts Project: Sandwich Historic Boardwalk Reconstruction Client Address: Town of Sandwich 130 Main Street Sandwich, MA 02563 Primary Contact: Sam Jensen, Assistant Town Engineer 508.833.8000 Contract Duration: 2018–2024 Construction Cost: $3.25M Services Provided: •Structural inspection and assessment •Timber boardwalk replacement design •Sea level rise and coastal resilience analysis •ADA-compliant public access design •Environmental and regulatory permitting •Public outreach coordination •Construction documents and phase services Performance Highlights: •Permitting success in sensitive coastal habitat •Historic preservation with improved safety and access •Resilient design for storms and sea level rise •On-schedule delivery with town coordination GEI Consultants | City of Sunny Isles Beach | RFQ 26-07-01 40 GEI Consultants | City of Sunny Isles Beach | RFQ 26-07-01 41 Conley Terminal Modernization South Boston, Massachusetts | Massachusetts Port Authority GEI has supported Massport in multiple projects to modernize Conley Terminal including the New Berth 10, Berths 11 and 12 Rehabilitation and Upgrade and the New Gate Processing Facilities. GEI led a multi-disciplinary team to design berthing facilities to accommodate the new Panamax-size vessels. These new vessels were anticipated upon the completion of the upgrades for the Panama Canal and the deepening of the existing ship access channels leading into Conley Terminal by the U.S. Army Corps of Engineers. Previous studies indicated that the existing Ship to Shore (STS) cranes were not capable of servicing the larger vessels. An initial concept design study identified a location with higher air draft available and prepared concept design options for a new Berth 10. Eff ort included investigation of air draft limitations; evaluation of future container ship sizes; container crane requirements to service the larger ships; berth length and draft requirements; conceptual layouts; identification of regulatory impacts; and development of probable construction costs. GEI performed design and assisted Massport throughout the permitting phase. The proposed site presented a number of issues including very restricted berth widths and contaminated soils on site. Dredging included removal of light non-aqueous phase liquid (LNAPL) contaminated soils, historic fills, and rock removal. The design phase included design of a steel pipe pile supported concrete deck, steel pile supported crane rail beam, dredge design including blasting for rock removal, and upgrading electrical service to Conley to accommodate the additional load from the new STS cranes. GEI led the team producing the bid and construction documents, was responsible for the design of all pier structure elements, and provided construction phase services and site inspection. GEI led a second project team to rehabilitate and upgrade Berths 11 and 12. The proposed deepening of the vessel berths required modifications to existing Berth 11 to allow dredging. GEI performed design and assisted with permitting. The design included a DATES 2017-Ongoing FEES GEI Fee: $13,950,000 Construction Fee: $150M The Berth 10 project was awarded at $88M, approximately 12% below the Engineer’s Estimate of $100M. This reduced cost is primarily attributable to the selected contractor already being mobilized on site for the Berths 11 and 12 project, allowing mobilization eff iciencies to be reflected in the bid. Similarly, the New Gate project bid of $33.5M came in below the Engineer’s Estimate of $41M, while the Berths 11 and 14 project was awarded at $25.8M, closely aligning with the Engineer’s Estimate of $26.6M. Projects were delivered ahead of schedule and under budget. CLIENT REFERENCE CHET MYERS 617.568.3661 chmyers@massport.com One Harborside Drive, Ste 200S E. Boston, MA 02128-2909 KEY ELEMENTS • Management of Interdisciplinary Team • Above & Below Water Inspection • Marine Facilities Design • Fender & Mooring Systems • Environmental Stewardship • Hydrographic Survey • Dredging Design • Regulatory Approvals • Construction Documents • Public Project Bidding Including Filed Sub Bids GEI Consultants | City of Sunny Isles Beach | RFQ 26-07-01 42 Conley Terminal Modernization Continued from previous page toe stabilization wall at the face of the berth, complete fender replacement at Berths 11 and 12, installation of a new inshore bulkhead, replacement of 300 timber piles, construction of six lateral load resistance platforms, concrete surface repairs and dredging to 50 foot depth including rock removal. GEI is currently leading a team to plan, design, and implement the construction of the new terminal gate processing facilities at Conley Terminal to allow more eff icient processing of container traff ic and increase the capacity of the terminal. The new gate facilities are a key component of the terminal masterplan and GEI lead the multi consultant team to design and construct the project. The project includes the new gate facilities and repair of the severely deteriorated bulkheads along Berths 16 and 17. Repair of the bulkheads was essential to provide a stable foundation and allow construction of the new in-gate on this underutilized portion of the terminal. Due to the significant diff erence in type of construction and to enable earlier construction start, the project was divided into a number of phases - the first phase was rehabilitation of the bulkheads at Berths 16 and 17, the second phase was construction of the infrastructure for the gate complexes and the third phase will focus on procurement and installation of the gate equipment. GEI provided above and underwater structural assessments (timber piles, concrete deck, and timber bulkhead), geotechnical investigation, project management, and design. Phase I construction is now complete, and Phase II is currently under construction. PROJECT AWARDS 2023 National Brownfields Conference Phoenix Award 2023 Grand Conceptor Award for Engineering Excellence, American Council of Engineering Companies of Massachusetts 2022 Project of the Year, Engineering News Record New England 2022 James D.P. Farrell Award for Brownfields - Remediation Project of the Year 2022 Infrastructure Project Award, Construction Management Association of America, New England Chapter 2022 Project Excellence Award, Coastal, Oceans, Ports & Rivers Institute 2021 Environmental Improvement Award of Merit, American Association of Port Authorities - Conley Terminal Modernization Program Soil Reclamation & Reuse Initiatives 2020 Engineering Award of Merit, American Association of Port Authorities Facilities PROJECT OUTCOMES Innovation: Developed phased berth and gate facility designs that accommodated Post-Panamax vessels while maintaining uninterrupted terminal operations. Cost Savings: Early concept evaluation and value-engineered structural solutions helped control construction costs on a multi-hundred-million-dollar program. Risk Reduction: Proactive geotechnical investigations, contaminated sediment planning, and multi-agency coordination reduced construction risk and permitting uncertainty on a highly constrained waterfront site. GEI Consultants | City of Sunny Isles Beach | RFQ 26-07-01 43 GEI Consultants | City of Sunny Isles Beach | RFQ 26-07-01 44 Asharoken Seawall Rehabilitation Project Village of Asharoken | Northport, NY Starti ng in 2021, GEI began assisti ng the Village of Asharoken with emergency repairs to its severely degraded seawall that provides protecti on to Asharoken Avenue, the sole source of egress for a large part of the Asharoken community and the enti rety of the Town of Hunti ngton Eaton’s Neck community. Following this initi al work, GEI partnered with the Village to secure the grant funding to complete design of the seawall’s replacement. As part of this grant funding eff ort, GEI prepared numerous federal grant applicati ons to complete the design and permitti ng of the seawall’s replacement, including a FEMA Hazard Miti gati on Grant Program (HMGP) Project Scoping/Advanced Assistance Applicati on. The Village was awarded more than $1,200,000 to support design, permitti ng, and bid support to reconstruct the seawall. GEI also helped prepare an applicati on for capital improvements funding through Congressman Suozzi’s offi ce to repair and reconstruct the seawall. The Village received a $1,000,000 award of federal funds through the NYS Department of Transportati on to complete these improvements. Following grant award, the Village issued a Request for Proposals to retain a qualifi ed waterfront engineering fi rm to design and permit the seawall replacement. GEI responded and was awarded the project in 2024 to complete design, permitti ng, future grant assistance, and bid solicitati on of the seawall replacement. Additi onally, at the request of the Village, GEI was tasked with the design of a beach nourishment along with three (3) groin structures fronti ng the seawall replacement. The northernmost groin structure was located near an infl ecti on point in the shoreline which was backed by a coastal bluff . Due to this, GEI opti mized the groin design to reduce the quanti ty of armor stone required, saving ti me and budget during constructi on. This would provide a dry beach buff er fronti ng the seawall replacement to provide enhanced storm protecti on and resilience to the Project Area. GEI is currently working to progress the nearshore nourishment and groin design. Permit applicati ons have been submitt ed, and several permits have already been received. The design of the project is ongoing. GEI has also begun working with the Village to apply for future federal constructi on funding and perform benefi t-cost analyses to help fund the physical replacement of the seawall. DATES 2021-Ongoing Emergency repairs and initi al assistance began in 2021. Design, permitti ng, and bid solicitati on are ongoing. The project is progressing according to the planned phases, with design and permitti ng underway and constructi on pending future funding. FEES Original Budget: The Village was awarded over $1.2M through FEMA and $1M through NYS Department of Transportati on for design, permitti ng, and reconstructi on. A subsequent FEMA grant of $12M was awarded for design, permitti ng, and bid support. Constructi on has not yet commenced; actual costs will be determined upon project completi on. CLIENT REFERENCE GREG LETICA, MAYOR Village of Asharoken 631.261.7098 gleti ca@asharokenny.org KEY ELEMENTS• FEMA Grant Funding • Storm Damage Response • Assessment and Feasibility Study • Permitti ng and Regulatory Coordinati on • Coastal Engineering • Geotechnical Engineering • Seawall Replacement Design • Coastal Structure Design • Beach Nourishment Design • Design Opti mizati on and Value Engineering GEI Consultants | City of Sunny Isles Beach | RFQ 26-07-01 45 GEI Consultants | City of Sunny Isles Beach | RFQ 26-07-01 46 dhe down oĨ ^Ăndwich soƵŐht to ĂdǀĂnce the desiŐn oĨ Ă reƉlĂceŵent strƵctƵre to reďƵild its iconic ϭ͕ϱϬϬͲĨootͲlonŐ ^Ăndwich BoĂrdwĂlŬ while ŵĂintĂininŐ its historic looŬ Ănd chĂrĂcter. 'E/ hĂs ďeen Ăn inteŐrĂl ƉĂrtner in deǀeloƉinŐ Ă sĂĨe͕ resilient͕ ͲcoŵƉliĂnt ďoĂrdwĂlŬ. dhe Ɵ ŵďer ďoĂrdwĂlŬ wĂs Į rst ďƵilt in ϭϴϳϱ Ănd ŵost recentlLJ reconstrƵcted in ϭϵϵϮ. Ō er ŵĂnLJ LJeĂrs oĨ weĂtherinŐ Ănd coĂstĂl storŵ iŵƉĂcts͕ the deteriorĂted strƵctƵre reƋƵired reƉlĂceŵent to iŵƉroǀe sĂĨetLJ͕ ensƵre  coŵƉliĂnce͕ Ănd Ɖroǀide increĂsed resiliencLJ ĂŐĂinst ĨƵtƵre coĂstĂl storŵs. 'E/ deǀeloƉed Ă rĂnŐe oĨ ĂlternĂƟ ǀes͕ inclƵdinŐ ƉotenƟ Ăl rĂisinŐ oĨ the ďoĂrdwĂlŬ eleǀĂƟ ons. 'E/ hĂs ďeen inǀolǀed in Ăll ĂsƉects oĨ the Ɖroũect͛s deǀeloƉŵent͕ Ĩroŵ iniƟ Ăl sƵrǀeLJ Ănd insƉecƟ on throƵŐh reŐƵlĂtorLJ ĂƉƉroǀĂls͕ desiŐn͕ Ănd constrƵcƟ on oǀersiŐht.  ŬeLJ ĂsƉect oĨ this Ɖroũect wĂs the considerĂƟ on oĨ rĂisinŐ this historic strƵctƵre to redƵce the iŵƉĂcts oĨ ĨƵtƵre storŵs Ănd seĂ leǀel rise. 'E/ Ăssisted with the ƉƵďlic oƵtreĂch Ănd enŐĂŐeŵent reƋƵired to Ɖresent conceƉtƵĂl ŵodiĮ cĂƟ ons Ănd oďtĂin consensƵs. 'E/ worŬed with the down to ĂdǀĂnce the recoŵŵended conceƉtƵĂl desiŐn throƵŐh ƉreliŵinĂrLJ desiŐn͕ reŐƵlĂtorLJ ĂƉƉroǀĂls͕ Į nĂl desiŐn͕ constrƵcƟ on docƵŵents͕ Ănd ďid ƉhĂse serǀices. ReŐƵlĂtorLJ coordinĂƟ on Ɖroǀed esƉeciĂllLJ coŵƉledž Őiǀen the ďoĂrdwĂlŬ͛s sensiƟ ǀe locĂƟ on Ăcross Dill reeŬ Ănd the sĂlt ŵĂrsh hĂďitĂt. onstrƵcƟ on ďeŐĂn in sƵŵŵer ϮϬϮϯ Ănd wĂs coŵƉleted in sƉrinŐ ϮϬϮϰ. 'E/ Ɖroǀided constrƵcƟ on ĂdŵinistrĂƟ on serǀices throƵŐhoƵt. DATES ϮϬϭϴ Ͳ ϮϬϮϰ CLIENT REFERENCE ^D :EE^EE͕ P.E. down EnŐineer ϱϬϴ.ϴϯϯ.ϴϬϬϬ ϭϬϬ RoƵte ϲ͕ ^Ăndwich͕ D ϬϮϱϲϯ KEY ELEMENTS • ďoǀe Ănd hnderwĂter /nsƉecƟ on • BoĂrdwĂlŬ ReƉlĂceŵent • diŵďer PileͲ^ƵƉƉorted ^trƵctƵre • esiŐninŐ Ĩor ^eĂ >eǀel Rise • oŵŵƵnitLJ EnŐĂŐeŵent • ReŐƵlĂtorLJ Perŵiƫ nŐ •  oŵƉliĂnce • onstrƵcƟ on PhĂse ^erǀices AWARDS • ϮϬϮϱ Proũect chieǀeŵent wĂrd Ĩor /nĨrĂstrƵctƵre͕ D Eew EnŐlĂnd hĂƉter Sandwich Historic Boardwalk Reconstruction Sandwich, Massachusetts | Client: Town of Sandwich GEI Consultants | City of Sunny Isles Beach | RFQ 26-07-01 47 Bridge Fender Replacement Designs Dade and Palm Beach Counties, Florida Bedford Technology (now Tangent Materials) and M&J Construction Two fender replacement projects located in South Florida. The William Powell Bridge is located in Dade County and crosses Key Biscayne. The Blue Heron Bridge is located in Palm Beach County and crosses the Intracoastal Waterway. The existing fenders were removed and replaced with new composite piles and fenders made of recycled plastic and fiberglass materials. GEI was responsible for the geotechnical design of the piles and the structural design of the fender system. The analysis and design of the bridge fender systems followed the FDOT Structures Design Guide Volume 1 Section 3.14.D using the computer program, FB- Multipier, developed by the Bridge Software Institute at the University of Florida. This design procedure confirms that the fender system is capable of satisfying the energy requirements identified by the designer for vessel impacts. The process involves the following steps: • Determine the minimum tip elevation for a single pile based on a scour condition which can achieve the maximum pile moment capacity. • Perform a linear analysis to calculate the loading that will satisfy the required energy capacity of the entire fender system. • Perform a non-linear analysis for the fender piles to confirm that the loading results in an acceptable internal bending moment. • Check that the calculated maximum deflection will not encroach on the bridge structure. • Size the terminus piles so that the 3-pile cluster has an acceptable flexural stiffness. • Design fender wale plates so they can transfer shear and moment across the joints. The design of the composite pile and fender system was performed for the supplier of the materials and submitted as a value-engineered alternate system. The system was selected by FDOT. GEI prepared full design drawings and calculation packages submitted to FDOT for their approval and then for construction of the system. GEI also provided engineering support during construction. This involved submittal and RFI reviews and providing calculations of as-built conditions to confirm the design intent was satisfied. DATES 2019-2020 CLIENT REFERENCE Available upon request KEY ELEMENTS • Bridge Fender and Pile Design • FB-Multipier Design • Construction Drawing Generation • Construction Support GEI Consultants | City of Sunny Isles Beach | RFQ 26-07-01 48 Additional Project Experience GEI: Trusted Partner for On-Call Environmental and Coastal Engineering Services Delivering Dependable, Cost-Effective Solutions for Critical Waterfront Facilities GEI off ers a superior quality of service in marine and waterfront engineering through its extensive experience with on-call contracts for both public agencies and private industry. The firm’s knowledgeable team has successfully delivered a wide range of services, including facility inspections, structural assessments, design and rehabilitation of marine terminals, and regulatory compliance for complex maritime environments. GEI’s collaborative approach and commitment to technical excellence are demonstrated by decades-long partnerships with clients such as CITGO and Massport, where the firm has provided dependable, cost-eff ective solutions for critical marine infrastructure. By leveraging a structured process and a deep bench of experts, GEI consistently delivers high-quality, client- focused results that support uninterrupted service and modernization of waterfront facilities, making the firm a reliable partner for on-call marine engineering needs. Project Highlight: Massport Waterfront Facilities On-Call Engineering Services Client: Massachusetts Port Authority (Massport) Location: Boston Harbor, Massachusetts | Duration: 2009 – Ongoing GEI has served as Massport’s on-call waterfront engineering consultant since 2009, providing inspection, assessment, design, and construction support services for marine facilities throughout Boston Harbor, including Flynn Cruiseport, Conley Terminal, Boston Fish Pier, Mystic Pier 1, and Logan Airport docks. Services include above- and below-water inspections, structural assessments, fender and mooring system evaluations, pile repair design, dredging support, and construction inspection. GEI has supported routine maintenance, emergency response, and capital improvement projects, including ferry terminal design and permitting, helping Massport maintain safe, compliant, and reliable waterfront operations. Additional Waterfront & Environmental On-Call Contracts • Massachusetts Port Authority (Massport) – On-Call Maritime Services • Massachusetts Bay Transportation Authority (MBTA) – On- Call Water Transportation GEC • Boston Planning and Development Agency – Maritime House Doctor Contract • South Jersey Port Corporation – On-Call Marine Engineering, Civil Engineering, Geotechnical Engineering, and Certified Diving Services • Port of Philadelphia (PhilaPort) – On-Call Marine Engineering, Civil and Structural Engineering, Planning and Environmental Services • Town of North Hempstead, NY – On-Call Waterfront Consultant Services • Ports America Chesapeake/Seagirt Marine Terminal, Baltimore, MD – On-Call Waterfront Consultant Services • Avangrid – On-Call Port Engineering Services • CITGO Petroleum – Northeast On-Call Maritime Engineering • Massachusetts Port Authority (Massport) – Environmental and Geotechnical On-Call Services • Santa Clara Valley Water District – On-Call Environmental Planning and Permitting Services • El Dorado Irrigation District – On-Call Environmental Study Services • El Dorado Irrigation District – Capital Improvement Program Environmental Services On-Call • Northern Colorado Water Conservancy District – On-Call Environmental Support Services • Town of Hot Sulphur Springs, CO – On-Call Engineering and Environmental Services • Sacramento Municipal Utility District (SMUD) – Environmental and CEQA On-Call Support Services GEI Consultants | City of Sunny Isles Beach | RFQ 26-07-01 49 St. Augustine Upland & Marina Redevelopment St. Augustine, FL | Confidential Client GEI staff performed a site investigation that allowed segregation of the sediment and off ered a beneficial reuse, rather than disposal of the sediment. This solution saved the client $1M. This had been a manufactured gas plant (MGP) site in operation since 1885. It is a Region IV former Superfund Site, and marsh removal was performed under ACOE Dredge and Fill Permit. The location on the San Sebastian River in the historic downtown St. Augustine site necessitated public and city government involvement. 85K tons of tar-impacted soil and sediment was removed in 2001 with 22 million gallons of groundwater treated and 2.2 acre wetland restoration. The project encompassed deep excavations in tidally influenced marsh. When a developer purchased the property in 2005, GEI led an innovative investigation and EPA negotiations that allowed a layered approach for dredging of an additional 85k tons (70% impacted) of sediment to construct an 85-slip marina basin to -8.9 National Geodetic Vertical Datum (NGVD) and dredging of sediment for access to the river’s navigable channel. The remediation proceeded in horizons which allowed segregation of material for disposal and beneficial reuse (~ 25,000 tons) saving the client over $1M in transport and disposal costs. Over-excavation at floor of basin was performed to -13 NGVD and basin elevation restored to -8.9 NGVD by capping with a combination of sand cap and sand/geo-membrane combination cap. Scour calculations in support of capping remedy was provided in the work plan to EPA. The EPA has provided no further action certification for soil and sediment. Ongoing annual groundwater monitoring and reporting and negotiations with EPA and FDEP are underway to secure an NFA for groundwater to close out the site. DATES 2000-Ongoing KEY ELEMENTS • Feasibility (EE/CA) bathymetry, design, contracting, oversight, groundwater monitoring • Work under Corps permits, beneficial re-use of sediments GEI Consultants | City of Sunny Isles Beach | RFQ 26-07-01 50 Design and Engineering Services for the Final Assembly 2 Site Mobile, Alabama | Austal USA GEI provided design and engineering services for the new Final Assembly 2 (FA2) site at the Austal USA shipyard in Mobile. This expansion project will incorporate an approximately 12-acre parcel into Austal’s existing shipyard facility, adding a new three-bay ship assembly hall (Bays 7, 8, and 9) and a new waterfront shiplift complex. Upland site improvements include a heavy load platform with adequate capacity to support the operation of Self-Propelled Modular Transporter (SPMT) units, and a new 200,000-square- foot metal frame building. Waterfront improvements will include a new steel bulkhead and two pile-supported structures for the operation of a new Pearlson Shiplift system measuring approximately 470 feet by 110 feet. Dredging of the new ship basin will also be required to achieve the required depths for the new facility. • The GEI team designed the following major elements on a fast-tracked schedule: • Site utility design to support sanitary sewer, fire water, and domestic water • Site stormwater management design for the FA2 site and proposed parking area and roadway • Geotechnical analysis and design for the waterfront structures • Foundation and ground improvement design for the FA2 building and associated apron areas • Structural and geotechnical analysis and design for the building foundations and structural slab • Structural analysis and design of the new steel sheet pile bulkhead, relieving platform, shoreline revetment, transfer bridge, and pile-supported piers to support the operation of a new Pearlson Shiplift system • Dredging design to accommodate a deep basin for the shiplift platform, access channel from the navigation channel into the basin, and adequate depth for berthing along the southern pier. DATES 2022-2025 CLIENT REFERENCE ETHAN BATTISTON Pearlson & Pearlson, Inc. 12805 SW 84th Avenue Road, Miami, FL 33156 (984) 239-7356 EthanBattiston@pearlson. com KEY ELEMENTS • Vessel Assembly Facility • Heavy Load Platform • Upland Site Development • Utility and Stormwater Management Design • Foundation and Ground Improvement Design to Support New Assembly Building • Steel Sheet Pile Bulkhead • Relieving Platform • Pile-Supported Piers • Shoreline Revetment • Transfer Bridge • Dredging Design GEI Consultants | City of Sunny Isles Beach | RFQ 26-07-01 5151 The Town Dock is a public recreation facility located in Port Washington, NY along the eastern shoreline of Manhasset Bay. The site provides public access for parking while serving as a popular location for fishing and tourism. The structure also supports multiple floating dock platforms for use as kayak launches, tour boat mooring, and harbor police boats. In Summer 2015, GEI’s waterfront engineers (formerly of Rising Tide Waterfront Solutions) were invited by the Town of North Hempstead to perform a comprehensive evaluation of the facility’s condition and develop recommendations for structural rehabilitation and maintenance in response to damages sustained during Superstorm Sandy. This initial scope of work comprised of an above and below water inspection of the facility, a Phase 1 environmental site assessment, review of existing bathymetric survey data, and soil borings with a full geotechnical report. Through committed eff orts and careful coordination with Town off icials, GEI staff completed these services before the year’s end. Acknowledging the value of the detailed reports regarding the damages that the structure sustained during Superstorm Sandy, the Town retained GEI’s staff to further assist with application for FEMA grant funding, and FEMA obligated funding for the in-kind replacement of Town Dock. In 2019, Rising Tide was short-listed as a preferred firm to lead the FEMA-funded replacement design eff ort and was ultimately awarded work as a subconsultant to the prime consultant to manage the waterfront-specific aspects of the design. Since joining GEI, the same staff have engaged as the Agent to the Town of North Hempstead requesting authorization from federal and state regulatory agencies for the replacement of the steel sheet pile bulkhead and will continue to serve as the design team’s representative throughout the construction process. GEI is currently serving the Town as a waterfront subconsultant responsible for the permitting and design necessary to reconstruct the bulkhead along with redesigning the dock space north of the dock and nourishing the southern coastal stone protection. We anticipate the project to enter contractor solicitation and construction in 2026. Key challenges have included: • Comprehensive reporting with repair recommendations, FEMA CEF presentation, and funding solicitation • Geotechnical, Topographic, and Ground Penetrating Radar (GPR) studies • Assessment of the Cathodic Protection System, where present, with location provided through drone study DATES 2015-Ongoing Initial evaluation and reporting began in 2015. FEMA grant funding and design phases have been ongoing since 2019. Construction is anticipated to begin in 2026. The project is progressing according to the anticipated schedule, with GEI providing comprehensive engineering and permitting services to support a seamless transition to construction FEES Estimated $19.6M construction budget. The project is currently in the bid phase; actual construction costs are not yet available. CLIENT REFERENCE ROBERT FAZIO Deputy Commissioner of Public Works 516.739.6710 KEY ELEMENTS • Storm Damage Response • Comprehensive Field Investigation • Permitting and Regulatory Coordination • Coastal Engineering • Steel Sheet Pile Bulkhead Design • Construction Phase Services PROJECT OUTCOMES Innovation: Integrated FEMA-compliant resiliency criteria with constructible seawall and pier designs tailored to public access and community use. Cost Savings: Strategic use of in-kind replacement and phased implementation supported grant compliance while minimizing local capital burden. Risk Reduction: Early condition assessments, hazard mitigation planning, and stakeholder coordination reduced exposure to storm damage and funding risk. Town Dock Bulkhead and Docks Town of North Hempstead | Port Washington, NY GEI Consultants | City of Sunny Isles Beach | RFQ 26-07-01 52 Harbor Hills Seawall and Pier Town of North Hempstead | Great Neck, NY Nestled along the coast of Great Neck, Harbor Hills Park off ers a wonderful view of Little Neck Bay and provides waterfront access for the local community. In addition to stunning views, the facility also supports several upland features, including swimming pools, playgrounds, and public restrooms. Substantial damage caused by Superstorm Sandy prompted the Town of North Hempstead to take action to restore this vital community asset. GEI’s waterfront engineers were retained by the Town to serve as the prime consultant leading a multi-disciplinary team tasked with the replacement and storm hardening of the Harbor Hills Park Seawall and Pier. Successful execution required a multi-phase approach to address the various project demands. Early phases included producing an initial assessment of the waterfront asset conditions, successfully soliciting FEMA grants to obligated project of funds, and successfully applying for regulatory permits and local permits. Progressing through design, construction commenced in summer 2021, targeting completion later that year. GEI staff coordinated among the Town, community, and selected contractor to produce a final product that met the community’s goals without compromising budget or schedule. Key challenges included: • Actively involving and coordinating with representatives from the local community, Town Board, and Nassau County • Permitting in an environmentally sensitive area • Producing designs that are aesthetically pleasing, economically constructible, and storm resilient DATES 2018-2021 The project was initiated in 2018, with construction commencing in summer 2021 and targeted for completion later that year. Actual Schedule: Construction was completed in 2021, within the anticipated timeframe. FEES Estimated $4M construction budget. CLIENT REFERENCE ROBERT FAZIO Deputy Commissioner of Public Works 516.739.6710 KEY ELEMENTS • FEMA Funding • Storm Damage Response • Comprehensive Field Investigation • Permitting and Regulatory Coordination • Steel Sheet Pile Bulkhead Design • Construction Phase Services GEI Consultants | City of Sunny Isles Beach | RFQ 26-07-01 53 Resilient Infrastructure - Coastal Flood Protection Bridgeport, CT | Connecticut Department of Housing (CT DOH) DATES ϮϬϭϴ Ͳ ϮϬϮϮ KEY ELEMENTS • Peer reǀiew oĨ ΨϱϬ ŵillion &^ • EdžƉert coĂstĂl enŐineerinŐ ŐƵidĂnce on leǀeeͬ hƵrricĂne ďĂrrier desiŐn stĂndĂrds͕ inclƵdinŐ storŵ sƵrŐe Ănd wĂǀe criteriĂ Ĩor deterŵininŐ &^ crest eleǀĂƟ on • ProĨessionĂl Ădǀice Ănd ŐƵidĂnce on Ɖrocesses Ĩor h^E P> ϴϰͲϵϵ ĂcceƉtĂnce Ănd &ED >eǀee ccreditĂƟ on • 'eotechnicĂl Ănd ŐeostrƵctƵrĂl desiŐn reǀiew Ĩor concrete Ň oodwĂll Ănd closƵre strƵctƵre eleŵents • VE worŬshoƉ Ănd VE reƉorts to idenƟ ĨLJ ƉotenƟ Ăl desiŐn chĂnŐes Ănd relĂted cost sĂǀinŐs • onstrƵctĂďilitLJ reǀiew Ănd recoŵŵendĂƟ ons on ƵƟ litLJ relocĂƟ ons • ost esƟ ŵĂtes Ĩor ĂnnƵĂl oƉerĂƟ nŐ Ănd ŵĂintenĂnce Ĩor the coŵƉleted &^ dhe ^tĂte oĨ onnecƟ cƵt is ĂdǀĂncinŐ the ƉroƉosed oĂstĂl &lood eĨense ^LJsteŵ ;&^Ϳ to enhĂnce Ň ood resilience Ănd Ɖrotect the ^oƵth End coŵŵƵnitLJ in the itLJ oĨ BridŐeƉort. dhe Ɖroũect inclƵdes rĂisinŐ Ă seŐŵent oĨ hniǀersitLJ ǀenƵe͕ instĂllinŐ sheet ƉilinŐ Ănd Ň oodwĂlls͕ Ănd constrƵcƟ nŐ Ăn internĂl drĂinĂŐe sLJsteŵ desiŐned to ŵĂnĂŐe storŵwĂter dƵrinŐ coĂstĂl storŵ eǀents. 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GEI Consultants | City of Sunny Isles Beach | RFQ 26-07-01 54 Bellport Municipal Dock Reconstruction Incorporated Village of Bellport | Bellport, NY The Bellport Municipal Dock is located on the west coast of Bellport Bay in the Village of Bellport, NY. Originally constructed circa 1920, the facility comprises an earth-filled pier supporting a parking facility, marina, beach, and the Village Yacht Club. Initially contracted to perform a comprehensive inspection of the bulkhead to classify the damage conditions relating to Superstorm Sandy, GEI’s scope was expanded to leading all aspects of the project’s development and execution. Acting as the Village’s agent, our waterfront engineers managed the solicitation of grant funds from FEMA to redesign, permit, and reconstruct the damaged pier system, comprised of the perimeter bulkhead, site/civil, and MEP pier components. FEMA obligated funding for the project in 2017. GEI is currently retained as the prime consultant to analyze the structure, design the in-kind replacement of the pier, and provide necessary construction oversight and FEMA coordination. The construction project was authorized and awarded in mid-2019, with work commencing later that year and completed in early 2020. Key aspects of the design and construction administration included preparing multi-discipline technical documents, implementing appropriate stormwater management elements adhering to the Village’s MS4 master plan, developing and monitoring an eff ective Stormwater Pollution Prevention Plan (SWPPP) for erosion control, and managing the conversion of the FEMA project classification from a Replace In-Kind to an Improved Project that utilized composite materials to substantially extend serviceable life while reducing maintenance cost. GEI continues to support the Village of Bellport as a primary consultant for all waterfront projects and FEMA funding coordination. Key challenges included: • Navigating the FEMA grant process to appropriate funding • Active participation in public outreach and response • Multi-disciplined design work, including stormwater conveyance • Coordinating winter construction to restore community access in Spring 2020 DATES 2015-Ongoing On schedule. CLIENT REFERENCE KATIE MEHRKENS Deputy Clerk Incorporated Village of Bellport 631.286.0327 x19 deputyclerk@bellportvillage. gov KEY ELEMENTS • Above and Below Water Inspections • Hydrographic Survey • FEMA Funding Solicitation • Waterfront Analysis and Design • Solicitation and Construction Administration PROJECT OUTCOMES Innovation: Converted a FEMA “replace-in-kind” project into an improved project using durable materials to extend service life and reduce maintenance. Cost Savings: Optimized design updates during permitting achieved long-term operational savings without increasing the approved construction budget. Risk Reduction: Close coordination with FEMA, regulators, and contractors minimized delays and guided regulatory compliance throughout construction. GEI Consultants | City of Sunny Isles Beach | RFQ 26-07-01 55 Cold Spring Harbor Historical Seawall Rehabilitation Cold Spring Harbor, NY | Cold Spring Harbor Laboratory GEI provided complete turnkey design, permitting, and construction phase services to rehabilitate an existing 925-linear-foot historical seawall at Cold Spring Harbor Laboratory. The existing sandstone block seawall experienced frequent damage and chronic deterioration due to its age and its location along the harbor front. A few sections of the seawall collapsed over time; some repairs had been made, and additional repairs were needed. Stormwater runoff from the upper portion of the campus runs downhill, discharging to the harbor through and over the wall during heavy rainstorms. The high-water table behind the seawall and localized springs were also problematic. This recurrent action caused further instability to the wall, since the hydraulic flow carries the fines from the backfill through the open joints of the stone. The seawall is subjected to daily tidal fluctuation and wind-driven wave energy during coastal storms, and the wall commonly overtopped during severe coastal storms. GEI worked to repair the seawall quickly and prevent any further deterioration; in addition, to off set future sea level rise, GEI recommended that the wall be raised as high as possible without changing its character or significantly increasing the cost of repair. The historical character of the wall was maintained while repairs were made. GEI performed the following services: Field investigation and verification of site conditions; regulatory review and permitting; 30%/60%/100% design; bidding and construction phase services. Construction was completed in December of 2022. DATES 2022 Original Schedule: Project began in 2022, with construction targeted for completion by December 2022. Actual Schedule: Construction was completed in December 2022, on schedule. FEES Original Budget: $385,000 (contract value for seawall rehabilitation). Actual Budget: $385,000 (delivered within the original contract value) CLIENT REFERENCE STEVE MONEZ Chief Facilities Off icer Cold Spring Harbor Laboratory 516.367.8488 KEY ELEMENTS • Subsurface Investigations • Wall Stability Analysis • Geotechnical Engineering • Permitting and Regulatory Coordination • Coastal Engineering • Seawall Repair Design • Construction Phase Services GEI Consultants | City of Sunny Isles Beach | RFQ 26-07-01 56 DATES 2021-Ongoing CLIENT REFERENCE ED PARRISH, PE Engineering Department Town of Huntington 631.351.3151 KEY ELEMENTS • Assessment and Feasibility Study • Permitting and Regulatory Coordination • Coastal Engineering • Bulkhead Repair Design • Construction Phase Services Woodbine Marina is located on the North Shore of Long Island in the Village of Northport, with a berth capacity of approximately 46 slips and a range of services that complement dockage, including shore power, ship-to-shore water, and a pump-out station. The marina has historically provided access to shopping and restaurants in the Village, along with off -street parking and a comfort station; however, operation of the facility ceased due to concerns over structural integrity. Since commencing work in December 2021, GEI has successfully operated as the prime consultant to obtain all regulatory permits to replace the existing structure with a “build in-front” composite wall that will substantially reduce maintenance costs and prolong the serviceable life of the facility. The project is currently progressing into final design and contractor solicitation. The success of this project has thus far relied upon two key factors: (1) recognizing Woodbine Marina as a social and economic driver for the Village of Northport; and (2) tailoring our approach to meet the design intent through active partnering with the Town of Huntington. Construction is scheduled for the fall of 2025 or spring of 2026. Key challenges have included: • Permitting in an environmentally sensitive area, expedited to obtain permits in time for the next boating season • Actively involving and coordinating with representatives from the Town of Huntington • Acquiring detailed information to prepare accurate estimates for the permitting and design of bulkhead repairs/replacement Woodbine Marina Bulkhead Reconstruction Town of Huntington | Northport, NY GEI Consultants | City of Sunny Isles Beach | RFQ 26-07-01 57 Public Beach Storm Damage Assessment and Coastal Infrastructure Design East Beach, Port Je erson, New York | Client: Village of Port Je erson The Village of Port Je erson’s shoreline su ered significant beach erosion and structural damage due to multiple State-of-Emergency storm events (November 2009, March 2010, December 2010, Hurricane Irene, Superstorm Sandy, and Tropical Storm Isaias). These severe storm events have occurred in recent years with greater frequency and severity. GEI was the primary environmental consultant assisting the Village through the damage assessment phase and served as the lead coordinator with FEMA and the New York State O ice of Emergency Management. GEI developed multiple FEMA project worksheets and site restoration concept plans, oversaw topographic and bathymetric survey e orts, and completed tidal wetland permitting for immediate measures to restore sites for public safety. The resultant damage from these events required reconstruction of the existing rip- rap revetment protecting the East Beach parking lot and recreation facility. The in-kind reconstruction was completed in 2014. Immediately a er, significant erosion occurred along the western end of the revetment and blu toe of slope, exacerbated by multiple nor’easters. GEI developed a design to secure the section of Village Beach Road and associated drainage structures in threat of becoming exposed and undermined, as well as provide safe access to the public beach. This design included an extension of the rock revetment and sheet piling to the blu and construction of a concrete access ramp. DATES 2012-Ongoing KEY ELEMENTS • Assessment and Feasibility Study • Coastal Engineering Design • Structural Engineering • Environmental Permitting • Construction Phase Services GEI Consultants | City of Sunny Isles Beach | RFQ 26-07-01 58 Arverne Nature Preserve Design and Dune Restoration Far Rockaway, New York | NV5 (formerly RBA Group) GEI designed a 35-acre nature preserve in the Rockaways on the southern tip of Queens, New York. The Far Rockaway community was devastated in 2012 during Hurricane Sandy and has been slowly rebuilding and incorporating improved coastal resiliency measures. GEI was retained by The RBA Group (now NV5) to provide specialized ecological restoration and landscape architectural services related to endangered and threatened species protection, dune restoration, and boardwalk reconstruction design for New York City Economic Development Corporation and New York City Department of Parks and Recreation (NYCDPR). The Arverne Central Park Preserve was designed to provide educational outreach for the public with its Nature Center and 1.5-mile Loop Trail. The park also maintains an important wildlife corridor, enhances native maritime communities (including rare Maritime Grassland), and supplements the protective natural buff er for nesting shorebirds such as the endangered piping plover and least terns. GEI assisted with development of the concept design and agency approval process through NYC Department of Housing Preservation and Development (HPD), NYCDPR, and the NYC Arts Commission. GEI prepared the landscape restoration drawings and technical specifications, with special consideration for protection of critical nesting habitats for endangered and threatened birds, rare plants, and on-site sensitive areas within the coastal erosion hazard zone. The project included an intensive invasive species management program designed to restore the natural diversity of five distinct maritime communities. GEI also provided construction support services to the design team through the review of sand submittals and shop drawing reviews while project construction was underway. The project was constructed in five phases and completed in 2017. DATES 2014-2017 Project initiated in 2014, with construction planned in five phases and targeted for completion in 2017 (3-year duration) All phases were completed in 2017, on schedule FEES Original Budget: $40,000 (final design fee for GEI’s services) Actual Budget: $40,000 (delivered within the original contract value) CLIENT REFERENCE DOMENICA STAZIAK Senior Project Manager (646) 253-8566 KEY ELEMENTS • Sustainable shoreline design • Public waterfront access • Habitat restoration and enhancement design • Endangered & threatened species investigation & protection plan • Coordination with multi- City and State agencies • Community outdoor education facility GEI Consultants | City of Sunny Isles Beach | RFQ 26-07-01 59 Big Rock Wetland Restoration Douglaston, New York | Douglas Manor Association The Big Rock Wetland Restoration project provides coastal resiliency to six acres of tidal wetlands and upland adjacent area on Long Island. GEI was retained by the Douglas Manor Association and Douglas Manor Environmental Association to provide permitting, design, and assistance with public outreach and education eff orts to restore the tidal marsh, wetland functions, and transitional habitat, threatened by coastal erosion, as well as the ecological diversity and aesthetics impacted by invasive species. Located in the coastal boundary of the New York City Waterfront Revitalization Program, the project is subject to coastal policy review in addition to permitting with NYDEC, USACE, and NYDOS. Following an initial legislative grant, the non-profit organization, Save the Sound, was successful in securing several other grants to further the design and implementation of this project. This community-based project is comprised of several partners including the Alley Pond Environmental Center, Udalls Cove Preservation Committee, New York City Parks Department, Hofstra University, the Billion Oyster project, New York City Audubon, local residents, and GEI. GEI’s Huntington Station off ice has provided permitting and design assistance, and assisted the damage mode and eff ects analysis with public participation eff orts supplying collected project data and a PowerPoint presentation with narrative for science, technology, engineering, and mathematics school curriculum and public education. Project topography, within the 6-acre project site, varies widely and is subject to a full-range of erosive forces. The northern segment at the mouth of Little Neck Bay is steep with the exposed headland experiencing high energy wind and wave action. The mid-section is characterized by a steep embankment between the marsh and Douglas Road. A live cribwall will provide a hybrid structural alternative to a classic retaining wall, which will prevent the roadway collapse along the steep mid-section bank. The shorefront boulders along Memorial Park have caused erosive scour and impacted the adjacent marsh and upland. These boulders deflect wave energy during storms to the Udalls Cove waterway rather than dissipating it as a marsh or naturally vegetated, more gently sloped area could. The tidal marsh once degraded and eroded along the mid-section is being restored to improve coastal resiliency against the eff ects of sea level rise, and minimize local flooding while mitigating the adverse impacts on wetland structure and function. The regrading of the shorefront utilizing bioengineering techniques to provide slope stabilization at the wetland/upland interface will enable marsh migration and increase tidal flushing. An oyster sill wave brake installed along the shoreline will provide a substrate for oyster reef generation and increases water quality by reducing the impacts of nutrient loading from groundwater sources. The project area transitions into a tidal and somewhat protected southern segment near Udalls Cove, which is a documented horseshoe crab (Limulus polyphemus) spawning habitat. The removal of the invasive common reed (Phragmites australis) throughout the project site will increase biodiversity. The replanting of native intertidal and high marsh plants will restore wildlife habitat for shorebirds, fish, crustaceans, and shellfish while increasing the aesthetics of the area. DATES 2019 - Ongoing CLIENT REFERENCE KATIE FRIEDMAN Director of New York Ecological Restoration Programs Save the Sound 914.38.3140 x 203 kfriedman@savethesound.org 1385 Boston Post Road, 2nd Floor Larchmont, NY 10538 KEY ELEMENTS • Design Charrette • Public Meeting • Initial Design • Prepare Project Plan and Field Sampling Procedures • Wetland Permitting • Tidal Marsh Restoration • Landscaping Plan • Shoreline Stabilization • Invasive Species Management • Bioengineered Bank Stabilization • Hydrologic and Water Quality Monitoring • Topographic Survey, Including Wetland Boundary • Erosion and Sediment Control Plan • Agency Meetings and Consultation • Long Island Sound Futures Fund (LISFF) Grant Application • Final Design GEI Consultants | City of Sunny Isles Beach | RFQ 26-07-01 60 Brant Rock Seawall Stabilization Marshfield, MA | Town of Marshfield GEI worked with the Town of Marshfield to develop durable long-term solutions for stabilizing and reconstructing its severely deteriorated seawall system. GEI provided engineering services for the investigation and design of repairs to the seawall at Brant Rock in Marshfield, MA. This seawall had severe deterioration of the concrete and an area of collapsed wall resulting from a 2015 storm. The initial project scope was for an investigation including condition survey, wave analysis, and development of alternatives for repairs and upgrades to the existing seawalls. The study then progressed to the design of long-term repairs and upgrades to the wall based on GEI’s recommendations. This included obtaining the necessary regulatory approvals and providing final construction documents. Regulatory approval was obtained, and construction of the first phase was performed in 2018. GEI assisted the Town with preparing and filing grant applications to obtain design and construction funding for this project. The final design of Phase 1 included 570 linear feet of concrete seawall, which included 200 linear feet of rip rap armor stone to protect the toe of wall during high wave energy events. Wall height was also increased by 3.5 feet to provide improved flood protection to residents. The second phase included an additional 600 linear feet of seawall. Phase 2 construction was completed in 2022. DATES Phase 1 Completed: 2018 Phase 2 Completed: 2022 CLIENT REFERENCE ROD PROCACCINO Town Engineer 781.834.5561 rprocaccino@ townofmarshfield.org 870 Moraine Street Marshfield, MA 02050 KEY ELEMENTS • Condition Survey • Wave Analysis • Site Investigations • Design of Seawall • Regulatory Applications • Construction Documents • Bid Phase Services • Construction Phase Services GEI Consultants | City of Sunny Isles Beach | RFQ 26-07-01 61 Chelsea Piers: Piers 59, 60, and 61 New York, NY | Chelsea Piers Management The Chelsea Piers Sports & Entertainment Complex is a 28-acre waterfront sports village located between 17th and 23rd Streets along the Hudson River in Manhattan. Situated on Piers 59, 60, and 61, the Complex supports a variety of sports, dining, and professional facilities and serves as a major resource for public recreation and waterfront access. Understanding the historical nature of the piers’ construction, Chelsea Piers has retained the services of GEI’s waterfront engineers to furnish a suite of consulting services as part of a comprehensive maintenance plan for the facility’s waterfront assets. Working collaboratively with Chelsea Pier’s team of contractors, engineers, and facility managers, the GEI team’s primary services for this client have included underwater inspections of submerged components— including over 12,000 timber pile locations—and reviewing recently installed construction and repairs for quality control and adherence to design specifications. In addition, GEI staff developed a customized database application that tracks the historical conditions and repair status of each pile element supporting piers 59, 60, and 61. This database exports to Google Earth to graphically depict everything from condition grades to construction progress. Key challenges have included: • Comprehensive underwater inspection of over 12,000 pile elements to determine current levels of deterioration in comparison to historic findings of previous inspection eff orts • Flexible scheduling of underwater inspections on an on-call basis to review construction activities and meet critical project milestones • Coordination among multiple contractor, engineer, and management entities DATES 2016-Ongoing CLIENT REFERENCE MICHAEL BRAITO Senior Vice President, Chelsea Piers braitm@chelseapiers.com KEY ELEMENTS • Underwater Inspection • Construction Support • Waterfront Facility Management • Database Management GEI Consultants | City of Sunny Isles Beach | RFQ 26-07-01 62 Flood Mitigation Seawall Design at Lawrence High School Cedarhurst, New York | Mark Design Studios Architecture, P.C. The Lawrence High School campus was severely flooded when neighboring Mott’s Creek overflowed during Superstorm Sandy; flood levels reached eight feet in many locations, causing extensive damage throughout the school. To prevent the recurrence of a similar future event, the school district secured FEMA funding to transform the campus into a community management center during future storm events, to upgrade the entire facility to prevent overtopping and improve flood resiliency, and to design and install a new campus-wide protective seawall. GEI is providing design, permitting, and construction phase services for the construction of a perimeter flood wall around the entire campus, inclusive of passive flood gates, strategic drainage, and emergency generators and pumps. Although constructing a perimeter seawall would help prevent overtopping during a 500-year storm event, additional measures were required to discharge accumulated rain and water percolated from sub-grade sandy soil throughout the site. GEI performed a groundwater hydrology and hydraulic study to evaluate site flooding due to a combination of groundwater discharge, rainfall, and tidal action. Pumps were needed to lift internally accumulated water over the seawall to minimize flooding on the campus. The location of the seawall had to be coordinated with the proposed relocation of existing campus features and infrastructure to minimize impacts on existing shoreline resources. During GEI’s site walk-throughs, we observed the presence of a low and high salt marsh community along the shoreline, which added complexity to the regulatory review and approval process. GEI prepared the following environmental permit application packages for regulatory agency submittal: USACE Section 401 and Section 10, Rivers and Harbors Act; NYSDEC Excavation and Fill in Navigable Waters, Tidal Wetlands, and 401 Water Quality Certification; NYSDOS Consistency Review; and Village of Lawrence Flood Damage Prevention. The design is now complete and awaiting the start of construction. DATES 2019-Ongoing Design is complete; construction is in progress FEES Original Budget: $13,000,000 (construction cost); GEI fees: $413,000. Actual Budget: Construction is ongoing; final costs to be confirmed upon completion CLIENT REFERENCE MICHAEL MARK, AIA Principal Mark Design Studios Architecture 516.827.0240 KEY ELEMENTS • FEMA Grant Funding • Sea Level Rise and Resiliency • Comprehensive Field Investigation • Hydrology and Hydraulics • Permitting and Regulatory Coordination • Seawall Design • Coastal Engineering • Geotechnical Engineering • Construction Phase Services Innovation: Incorporated sea-level rise projections, groundwater modeling, and integrated pump systems into a campus-wide flood protection solution. Cost Savings: Early hydraulic analysis informed final wall alignment and drainage strategy, avoiding costly post-construction modifications. Risk Reduction: Comprehensive flood vulnerability assessment and permitting strategy protected a critical public facility from future storm events. GEI Consultants | City of Sunny Isles Beach | RFQ 26-07-01 63 Living Shorelines Pilot Project Brunswick and Yarmouth, Maine | Maine Department of Marine Resources GEI worked as the lead engineering consultant for the Living Shorelines Pilot Project undertaken collaboratively by the State of Maine Department of Marine Resources, Maine Geological Survey, Casco Bay Estuary Partnership, and other partner agencies as part of a regional Living Shoreline initiative funded by the National Oceanic and Atmospheric Association (NOAA). The project involved design, regulatory assistance, construction oversight, and long-term monitoring of Living Shoreline installations at three sites on Casco Bay: • An eroding marsh located on property owned by the Maine DIF&W in the Town of Brunswick. The property is on upper Maquoit Bay adjacent to the Wharton Point Boat Launch. • An eroding marsh located on the Maquoit Bay Conservation Lands property that is jointly owned by the Town of Brunswick and Brunswick-Topsham Land Trust. The property is on western Maquoit Bay. • A highly unstable coastal bluff located on Lane’s Island, an undeveloped, conserved island in the Town of Yarmouth near the mouth of the Royal River that is owned by Maine Coast Heritage Trust. GEI worked closely with the project partners to develop Living Shoreline treatment designs aimed at identifying low-cost solutions to shoreline erosion that beneficially reuse onsite and/or natural materials such as downed logs, bagged oyster shells, and native plantings, in combination with biodegradable (coconut fiber) bagging material or synthetic baskets. Construction of the three sites were completed in 2020, followed by a three-year monitoring program to monitor the eff icacy of the diff erent installations in curtailing erosion; assess the impacts of the treatments on surrounding habitats and survivability of the installations in Maine’s harsh winter climate; and compare and contrast synthetic vs. biodegradable installations at Wharton Point and Maquoit Bay Conservation Lands. DATES Design, Permitting, and Construction 2019-2020 Monitoring Program 2020-2022 Construction and monitoring were completed as planned by 2022 FEES Original Budget: $83,000 (GEI fee) Actual Budget: $83,000 (delivered within original contract value) CLIENT REFERENCE KATHLEEN LEYDEN Director, Maine Coastal Program 207.287.3144 kathleen.leyden@maine.gov Maine Department of Marine Resources State House Station 21 Augusta, ME 04333 KEY ELEMENTS • Site Assessment • Living Shoreline Design • Regulatory Assistance • Construction Oversight GEI Consultants | City of Sunny Isles Beach | RFQ 26-07-01 64 Salem Wharf Cruise Ship Access Salem, Massachusetts | City of Salem GEI was retained by the City of Salem to provide consulting services for the development of the Blaney Street site for commercial marine development. GEI was tasked to develop the site adjacent to the newly constructed Salem Wharf to accommodate Coastal Cruise Ships. The Salem Wharf facility was designed to be the center point of the City of Salem’s Maritime facilities with Cruise ship access, ferry boat ADA access, commercial fishing marina, waterfront harborwalk, and upgraded parking lot. The Cruise Ship Access was an expansion of the previous project to develop a revised plan based on current needs and market conditions. GEI lead a team of subconsultants to perform the design of an approximately $400,000 proposed expansion for the City of Salem. The major elements programmed into the facility include vessel berthing for: visiting vessels/tall ships, excursion vessels, coastal cruise ships, off shore supply vessels. The project included reconstruction/expansion of the existing timber pier structure to provide a safe, accessible infill structure to allow passenger off loading via a mobile access ramping system. The deck infill consisted of a concrete deck supported by a steel substructure transferring load to the existing seawall, bulkhead and timber pier. The Timber pier was modified to accommodate the new concrete infill. The existing mooring dolphins were modified to accommodate floating foam fenders. GEI was responsible for the overall project management as well as for all marine/waterfront engineering design and planning elements for the redevelopment of the Blaney Street Site including the Cruise Ship Access. Regulatory approvals obtained included Order of Conditions, MA DEP Chapter 91 License and WQC. USACE permitting included Environmental Assessments, archaeological investigations and agency review including review by MA Coastal Zone Management, NOAA and NMFS. Construction of the most recent phase of the project has now been completed. DATES Project began in 2006; completed in 2017, on schedule FEES $12 million (Salem Wharf Expansion); $400,000 (Cruise Ship Access, Phase 1). Completed on budget CLIENT REFERENCE KATHLEEN WINN Planning & Community Development 978.619.5684 120 Washington Street Salem, MA 01970 KEY ELEMENTS • Project Management • Planning • Feasibility • Site Development • Passenger Access System • Pier Improvements • Fender Improvements • Permitting GEI Consultants | City of Sunny Isles Beach | RFQ 26-07-01 65 Saquatucket Marina Reconstruction Harwich, Massachusetts | Town of Harwich GEI was selected by the Town of Harwich for reconstruction design of their existing recreational marina at Saquatucket Harbor. The Town of Harwich was seeking to reconstruct their existing 190-slip marina accommodating recreational berths plus 14 commercial vessels, 4 charter vessels, and 4 passenger vessels. The project consisted of the following: • Construction of an all new floating dock marina • 28,000 square feet of floating dock with 240 piles • Maintenance dredging of 7,500 cubic yards • Improvement dredging (deepening within existing footprint) to -8 feet mean low water (MLW) of 17,100 cubic yards • Construction of a new ADA-compliant access to the ferry and other passenger vessels Main walkway floats were constructed of concrete for improved stability and to provide a protected route for the main utilities within the marina. All other floats are comprised of timber or composite decking to maintain a similar appearance to the existing marina. The float system is protected against ice damage by a bubbler system. GEI was responsible for facility assessment, marina reconfiguration design, preliminary design, obtainment of local, state, and federal regulatory approvals, final design, and construction documents. The project was completed in 2018 and is now in service. DATES 2018 Completed on schedule FEES Original Budget: Engineer’s estimate: $7.0 million Actual Budget: Bid price: $7.2 million; total project cost: $8.5 million CLIENT REFERENCE JOHN RENDON Harbormaster Town of Harwich 508.430.7532 KEY ELEMENTS • Site Assessment • Marina Float System Evaluation • Development of Alternative Layouts • Final Marina Reconfiguration • Dredging • ADA-Compliant Access • Passenger Vessel Landing • Wave Loading • Mooring System Design • Regulatory Approvals • Construction Documents Innovation: Reconfigured marina layout using wave and mooring analyses to improve vessel safety and ADA-compliant public access. Cost Savings: Phased design development and accurate dredging quantities resulted in bids closely aligned with the engineer’s estimate. Risk Reduction: Early coordination with permitting agencies and harbormaster staff reduced schedule risk and supported a smooth construction phase. GEI Consultants | City of Sunny Isles Beach | RFQ 26-07-01 66 Municipal Fish Pier Rehabilitation Rockland, Maine | City of Rockland The Rockland Fish Pier is an essential piece of Rockland’s working waterfront. The Fish Pier supports commercial fishing vessels from Rockland and beyond as a location for loading of gear and bait, unloading of catch, short-term tie-up for repairs, and other critical water-dependent uses. GEI worked with the City of Rockland to improve functionality of the pier through structural upgrades to the pier and dredging of the adjacent harbor. Water depths around the existing pier were insuff icient to support use through the full tide range by the fleet of vessels that use the facility. In the first phase of the project, completed in 2022-2023, dredging was performed on the north and south sides of the pier to improve water depth to a design depth of 9 feet mean lower low water (MLLW). Approximately 3,000 cubic yards of sediment was dredged by mechanical methods and transported to the federally licensed Rockland Disposal Site for ocean disposal. An additional 325 cubic yards of rock was removed in shallow areas near small craft floats to improve access at low tide. In addition, there are several structural issues with the pier that impact the ability of fishermen to eff ectively use the structure. The pier deck surface was in poor condition and has issues with recurring potholes. The fender pile system was also in poor condition. In 2023-2024, a second phase was undertaken that consists of replacement of 73 fender piles, 5 floating camels, 4 ladders, and repair to damaged wales and chocks within the fender system. Future phases will also address needs for repairs to the pier deck and utility systems. GEI’s scope of work included condition assessment, hydrographic survey, design for multiple phases of the project, permitting for structural repairs and dredging, and construction administration services. DATES 2020-2024 Original Schedule: Phase 1 dredging: 2022–2023; Phase 2 fender system replacement and repairs: 2024 Actual Schedule: Phase 1 completed in 2023; Phase 2 completed in 2024 FEES Phase I: $600,000 CLIENT REFERENCE TOM LUTTRELL City Manager City of Rockland 207.593.0636 tluttrell@rocklandmaine.gov KEY ELEMENTS • Dredging • State and Federal Permitting • Hydrographic Survey • Condition Assessment • Pier Upgrades • Utility Upgrades • Fender System Design • Seawall Reconstruction • Planning for Phased Implementation Contract Forms SECTION6 RFQ # 26-07-01 CONTINUING PROFESSIONAL ARCHITECTURAL AND ENGINEERING CONSULTING SERVICES (CCNA) Page 36 CITY OF SUNNY ISLES BEACH 18070 Collins Ave. | Sunny Isles Beach, FL 33160 305.792.1707 | sibfl.net | Purchasing@sibfl.net DELIVER TO: City of Sunny Isles Beach DemandStar.com REQUEST FOR QUALIFICATIONS SECTION 6 BID SUBMITTAL FORMS OPENING: 11:00 A.M. 8/4/2026 PLEASE QUOTE PRICES F.O.B. DESTINATION, LESS TAXES, DELIVERED IN CITY OF SUNNY ISLES BEACH, FLORIDA NOTE: City of Sunny Isles Beach is exempt from all taxes (Federal, State, and Local). Bid price should be less all taxes. Tax Exemption Certificate furnished upon request. Issued by: Procurement Department Date Issued: 7/7/2026 This Bid Submittal Consists of Pages 36-43 Sealed bids are subject to the Terms and Conditions of this Request for Proposal and the accompanying Bid Submittal. Such other contract provisions, specifications, drawings or other data as are attached or incorporated by reference in the Bid Submittal, will be received at the office of the City Clerk at the address shown above until the above stated time and date, and at that time, publicly opened for furnishing the supplies or services described in the accompanying Bid Submittal Requirement. RFQ # 26-07-01 CONTINUING PROFESSIONAL CONSULTING SERVICES FOR ARCHITECTURAL AND ENGINEERING SERVICES (CCNA) Proposer Name: ________________________________________ Commodity Code(s): SUBMIT YOUR PROPOSAL ON DEMANDSTAR.COM FAILURE TO SIGN PAGE 35 OF SECTION 6 BID SUBMITTAL WILL RENDER YOUR BID NON-RESPONSIVE GEI Consultants, Inc. (GEI) RFQ # 26-07-01 CONTINUING PROFESSIONAL ARCHITECTURAL AND ENGINEERING CONSULTING SERVICES (CCNA) Page 37 CITY OF SUNNY ISLES BEACH 18070 Collins Ave. | Sunny Isles Beach, FL 33160 305.792.1707 | sibfl.net | Purchasing@sibfl.net SECTION 6 BID SUBMITTAL FOR: ACKNOWLEDGEMENT OF ADDENDA INSTRUCTIONS: COMPLETE PART I OR PART II, WHICHEVER APPLIES PART I: LIST BELOW ARE THE DATES OF ISSUE FOR EACH ADDENDUM RECEIVED IN CONNECTION WITH THIS BID Addendum #1, Dated Addendum #2, Dated Addendum #3, Dated Addendum #4, Dated Addendum #5, Dated Addendum #6, Dated Addendum #7, Dated Addendum #8, Dated PART II: NO ADDENDUM WAS RECEIVED IN CONNECTION WITH THIS BID PROPOSER NAME: AUTHORIZED SIGNATURE: DATE: TITLE OF OFFICER: 8/7/2026 8/11/26 GEI Consultants, Inc. (GEI) 7/10/26 7/20/26 7/22/26 7/23/26 7/28/26 7/29/26 8/3/26 Vice President Addendum #9, Dated 8/10/26 RFQ # 26-07-01 CONTINUING PROFESSIONAL ARCHITECTURAL AND ENGINEERING CONSULTING SERVICES (CCNA) Page 38 CITY OF SUNNY ISLES BEACH 18070 Collins Ave. | Sunny Isles Beach, FL 33160 305.792.1707 | sibfl.net | Purchasing@sibfl.net 6.3 ACKNOWLEDGEMENT FORM NAME OF COMPANY: ___________________________________________ (Name of Proposer Submitting RFQ) CHECK DISCIPLINES YOU ARE APPLYING FOR: 1-ARCHITECTS ____ 2-LANDSCAPE ARCHITECTS____ 3-GENERAL CIVIL ENGINEERS____ a.PLEASE INDICATE IF YOUR FIRM HAS A SUB-CONSULTANT FOR: MECHANICAL, HVAC & PLUMBING ENGINEERS___ b.PLEASE INDICATE IF YOUR FIRM HAS A SUB-CONSULTANT FOR: STRUCTURAL ENGINEERING SERVICES ___ 4-ELECTRICAL ENGINEERS___ 5-SURVEYORS AND MAPPING____ 6-ENVIRONMENTAL / COASTAL ENGINEERING____ a.PLEASE INDICATE IF YOUR FIRM HAS A SUB-CONSULTANT FOR: GEOTECHNICAL 7-TRANSPORTATION / TRANSIT / TRAFFIC ENGINEERING____ 8-CONSTRUCTION ENGINEERING AND INSPECTION (CEI) SERVICES____ GEI Consultants, Inc. (GEI) X SERVICES N RFQ # 26-07-01 CONTINUING PROFESSIONAL ARCHITECTURAL AND ENGINEERING CONSULTING SERVICES (CCNA) Page 39 CITY OF SUNNY ISLES BEACH 18070 Collins Ave. | Sunny Isles Beach, FL 33160 305.792.1707 | sibfl.net | Purchasing@sibfl.net QUESTIONNAIRE MUST BE INCLUDED WITH FIRM’S PROPOSAL Proposer must list projects of similar project scope fulfilling the following qualification requests: 1. List Project Management Personnel. Personnel cannot be changed without written approval. Assigned Project Manager: 1.2 Principal-in-Charge: 2. How many years has your organization been in business as a Consultant? 3. List current workload. 4.Is the Proposer subcontracting any part of this work? If so, give details to major key sub- Consultant’s name, address, phone number and type of work to be performed. Also, indicate the percentage of the total work to be performed by the sub-Consultant. 5. The business is a (sole proprietorship) (partnership) (corporation) and name of owner: Eric B. Rehwoldt, PE, PG Nicholas Bragaia, PE, ENV SP 56 GEI Consultants, Inc. is a corporation as part of the employee-owned GISI Consulting Group Yes. GEI will utilize one major subconsultant to supplement specialized services under this contract. Conemco Engineering, Inc. dba Conemco Consultants. Contact: Jose A. Compres, PE, President 10392 W. State Road 84, Unit 107, Davie, FL 33324 Phone: 888.536.1536 Services to be Performed: Civil land development; Civil engineering design (drainage, water and wastewater); Construction inspection services; Mechanical, electrical, and plumbing (MEP) engineering support; Additional civil and structural engineering support, as needed. Estimated Percentage of Total Work: Approximately 15% of the total contract work. GEI is currently managing environmental, coastal, waterfront, and infrastructure projects throughout Florida and nationwide. Through our staff of more than 1,800 professionals and established resource management practices, we maintain sufficient capacity to successfully support the City of Sunny Isles Beach while meeting existing project commitments. RFQ # 26-07-01 CONTINUING PROFESSIONAL ARCHITECTURAL AND ENGINEERING CONSULTING SERVICES (CCNA) Page 40 CITY OF SUNNY ISLES BEACH 18070 Collins Ave. | Sunny Isles Beach, FL 33160 305.792.1707 | sibfl.net | Purchasing@sibfl.net 6. Has your company ever been debarred or terminated for default on a government contract? 7.Proposer must list any exceptions taken to the terms and condition in this RFQ. 8. Describe the Proposer’s attributes, which make the Proposer best-suited for this project. 9.Proposer is a Certified Minority Business: Yes _______ No_______ 10. Specify address of Proposer’s designated office where the majority of work on projects will be performed: 11.Consultant’s volume of work performed for the City of Sunny Isles Beach as a consultant and as a sub-consultant – currently and previously. END OF SECTION No X 1400 Centrepark Blvd., Suite 601, West Palm Beach, FL 33401 GEI is exceptionally qualified to support the City of Sunny Isles Beach through its extensive experience in environmental and coastal engineering, shoreline protection, seawall rehabilitation, marine inspections, permitting, and coastal resilience. Our team has a proven track record navigating complex regulatory requirements and delivering responsive, cost-effective solutions that protect waterfront infrastructure and support long-term community resilience. GEI has not yet performed work for the City of Sunny Isles Beach. Please refer to Section 8, page 71 of the statement of qualifications for our response to this questions. RFQ # 26-07-01 CONTINUING PROFESSIONAL ARCHITECTURAL AND ENGINEERING CONSULTING SERVICES (CCNA) Page 42 CITY OF SUNNY ISLES BEACH 18070 Collins Ave. | Sunny Isles Beach, FL 33160 305.792.1707 | sibfl.net | Purchasing@sibfl.net BID SUBMITTAL FORM RFQ # 26-07-01 CONTINUING ARCHITECTURAL AND ENGINEERING SERVICES The undersigned Proposer proposes and agrees, if this Bid is accepted, to enter into a Contract with the City of Sunny Isles Beach to perform and furnish all Services as specified or indicated in the Contract Documents for the Contract Price and within the Contract Time indicated in this Bid and in accordance with the other terms and conditions of the Contract Documents. The Proposer accepts all of the terms and conditions of the Advertisement or Request for Qualifications and Instructions to Proposers, including without limitation those dealing with the disposition of Bid Security. This Bid will remain subject to acceptance for 90 days after the day of Bid opening. The Proposer agrees to sign and submit the Contract and other documents required by the Bidding Requirements within ten days after the date of the City’s Notice of Award via Commission approval. In submitting this Bid, the Proposer represents, as more fully set forth in the Contract, that: ▪The Proposer has familiarized himself/herself with the nature and extent of the Contract Documents, Work, site, locality, and all local conditions and Law and Regulations that in any manner may affect cost, progress, performance, or furnishing of the Work. ▪The Proposer has given the City written notice of all conflicts, errors, discrepancies that it has discovered in the Contract Documents and the written resolution thereof by City is acceptable to the Proposer. ▪This Proposal is genuine and not made in the interest of or on behalf of any undisclosed person, firm or corporation and is not submitted in conformity with any agreement or rules of any group, association, organization, or corporation; the Proposer has not directly or indirectly induced or solicited any other Proposers to submit a false or sham Bid; the Proposer has not solicited or induced any person, firm or corporation to refrain from Bidding; and Proposer has not sought by collusion to obtain for itself any advant age over any other Proposers or over the City. The City and the successful Proposer will establish completion times for each individual Work Item and the successful Proposer agrees that the work will be completed within the time frames agreed upon and stipulated in the Notice to Proceed. Proposer Name: _____________________________________________________________________________ Street Address: _____________________________________________________________________________ Mailing Address (if different): _____________________________________________________________________________ Telephone No. _______________________________Fax No. _________________________ Email Address: _______________________________FEIN No. __/__-__/__/__/__/__/__/__ GEI Consultants, Inc. (GEI) 1400 Centrepark Blvd., Suite 601, West Palm Beach, FL 33401 Same as above. 561-973-8396 N/A erehwoldt@geiconsultants.com 0 4 2 4 6 8 3 4 8 RFQ # 26-07-01 CONTINUING PROFESSIONAL ARCHITECTURAL AND ENGINEERING CONSULTING SERVICES (CCNA) Page 43 CITY OF SUNNY ISLES BEACH 18070 Collins Ave. | Sunny Isles Beach, FL 33160 305.792.1707 | sibfl.net | Purchasing@sibfl.net *“By signing this document the bidder agrees to all Terms Signature: __________________________________________________________________ (Signature of authorized agent) Print Name: _________________________ Title:_________________________________________ THE EXECUTION OF THIS FORM CONSTITUTES THE UNEQUIVOCAL OFFER OF PROPOSER TO BE BOUND BY THE TERMS OF ITS PROPOSAL. FAILURE TO SIGN THIS SOLICITATION WHERE INDICATED ABOVE BY AN AUTHORIZED REPRESENTATIVE SHALL RENDER THE PROPOSAL NON-RESPONSIVE. THE CITY MAY, HOWEVER, IN ITS SOLE DISCRETION, ACCEPT ANY PROPOSAL THAT INCLUDES AN EXECUTED DOCUMENT WHICH UNEQUIVOCALLY BINDS THE PROPOSER TO THE TERMS OF ITS OFFER. Eric B. Rehwoldt Vice President SECTION No Contingent Fees 7 GEI Consultants | City of Sunny Isles Beach | RFQ 26-07-01 69 SECTION Exceptions 8 GEI Consultants | City of Sunny Isles Beach | RFQ 26-07-01 71 EXCEPTIONS Regarding the added “Delay Damages” (Liquidated Damages) language in Section 2 – General Terms and Conditions of the RFQ, GEI Consultants, Inc. requests an exception to this provision. Design professionals do not have the same level of control over project scheduling and completion as contractors; therefore, contractor-style liquidated damages are not appropriate. GEI will work proactively with the Client to mitigate any potential delays related to design or planning deliverables and proposes the following markups and alternative language in place of the provision as currently written: GEI Consultants | City of Sunny Isles Beach | RFQ 26-07-01 72 Why GEI Comprehensive Marine Engineering Expertise - Full lifecycle services from planning through construction administration Coastal Resilience and Climate Adaptation - Living shorelines, sea-level rise planning, and nature-based solutions Regulatory Excellence - Extensive experience with EPA, USACE, and Florida DEP permitting processes Integrated Multidisciplinary Approach - Combined marine, geotechnical, environmental, and structural engineering Local Presence with National Resources - West Palm Beach off ice supported by 1,800+ professionals nationwide Advanced Modeling and Technology - Coastal modeling, hydrographic surveys, and drone mapping capabilities Advanced Underwater Capabilities - ADCI-certified divers and specialized inspection technologies Proven Project Delivery - Strong track record of on-time, on-budget project completion Small Business Enterprise Partnership - Certified SBE collaboration with Conemco for local participation Quality Management Systems - Rigorous QA/QC processes and cost control methodologies AAPPENDIX Resumes Nick Bragaia, PE, ENV SP Waterfront Engineer/Project Manager Nick Bragaia is a waterfront engineer/project manager whose professional experience involves work on a wide variety of interdisciplinary engineering projects. Nick’s background is rooted in coastal engineering with an emphasis on metocean analysis, port/waterfront infrastructure, and flood resiliency projects. He is experienced in the planning and design of coastal protection structures (revetments, groins, etc.) as well as nature-based solutions. His experience spans leading the feasibility studies and front-end planning through detailed design plans, and stakeholder engagement activities. PROJECT EXPERIENCE Asharoken Shoreline Protection, Village of Asharoken, Asharoken, NY. The Village of Asharoken, located on Long Island Sound, has a stretch of shoreline fronted by an aging seawall and deteriorated revetment. There has been significant beach erosion and loss of material causing wave processes to affect the upland areas. Provided coastal engineering services to design a system of three (3) rock groins along with beach fill fronting this stretch of shoreline. This nearshore system was integrated into a new seawall design that was also delivered by GEI to the Village. PREVIOUS PROJECT EXPERIENCE Miami-Dade County Coastal Engineering Services, Miami-Dade County RER-DERM, Miami, FL. The Miami-Dade County Division of Environmental Resources Management (DERM), Department of Regulatory and Economic Resources (RER) required services to provide coastal modelling, planning, permitting, and design services to help the County actively manage its shorelines and coastal resources. Managed a team of coastal professionals that assist the County with the management of approximately 13-miles of sandy shoreline encompassing 2 tidally influenced navigation inlets. Coastal engineering services provided included numerical modelling, beach nourishment design/permitting, and inlet sediment management studies. Led the coastal team and successfully obtained a unified truck haul beach nourishment permit for the entirety of the 13-mile Project area. This enabled the County to efficiently execute beach nourishment Projects over the entirety of the managed shoreline. Managed the design of an offshore reef breakwater system to alleviate an erosional hotspot area susceptible to coastal storm risks. The design of this reef breakwater system employed a combination of numerical and physical wave tank modelling to optimize the design. Town of Palm Beach Mid-Town Seawall Replacement, Town of Palm Beach Public Works, Palm Beach, FL. Supported the Town’s Project that is working on the Design, Permitting and Bid Phase Services associated with replacement of an aging section of existing seawall fronting the Atlantic Ocean to provide storm protection for Ocean Boulevard, which serves as the hurricane evacuation route for this segment of the Island. The Project comprises approximately 2,700 linear feet of seawall protecting Ocean Boulevard along a very popular public beach in the heart of the Town. Provided coastal engineering services to understand the design environmental conditions at the site. Conducted a wave scour assessment to provide a design scour depth that the new sheet pile seawall must accommodate. Additionally, estimated the extreme water levels at the site to inform the top of wall elevation. Led the subsurface field evaluations tasked with the identification of existing toe protection features and rock groin tie-in locations to minimize conflict risks during the construction of the new seawall. Matheson Hammock Seawall Replacement, Miami-Dade Parks, Recreation, and Open Spaces (PROS), Miami, FL. There was a need for the replacement of 675 linear feet of sea wall on the upland side of a marina to mitigate sea level rise and sunny day flooding events that limit public enjoyment of this iconic Miami park. This is step one by the client to ensure protection of the 630-acre Matheson Hammock Park located along the western shoreline of Biscayne Bay. The historic park includes a 243-slip marina, restaurant, large wading lagoon and beach, mangrove trails, and numerous historic buildings and structures constructed of Miami’s oolitic limestone. Currently, the project is in the pre-construction phase, with permits submitted to the respective agencies for review and approval. Critical EDUCATION M.S., Civil/Coastal Engineering Old Dominion University B.S., Ocean Engineering, University of Rhode Island INDUSTRY/GEI EXPERIENCE 8 years/<1 year REGISTRATIONS & LICENSES Professional Engineer, FL No. 95611 Professional Engineer, VA No. 0402070208 TRAINING AND CERTIFICATIONS Institute for Sustainable Infrastructure - Envision Sustainability Professional (ENV SP) No. 28727 Transportation Worker Identification Credential (TWIC) No. 30724275 PROFESSIONAL AFFILIATIONS Member American Society of Civil Engineers (M.ASCE) Secretary of Coasts, Oceans, Ports, Rivers Institute (COPRI), South Florida Chapter Chair of Environmental and Water Resources Institute (EWRI), ASCE - Palm Beach Chapter AWARDS Recipient of the 2024 YMG Engineer of the Year Award from ASCE Palm Beach Chapter GEI Consultants | City of Sunny Isles Beach | RFQ 26-07-01 74 challenges include conflicts with a historic building and utilities, planning accommodations for future park projects, and considering alternatives within grant funding limitations. Developed a hydrodynamic model to identify overland flood pathways throughout the Project Site. This information was used to inform the best wall alignment that maximized protection of the site from coastal storm surges. Hurricanes Matthew & Irma FEMA Berm Restoration, St. John’s County, St. John’s County, FL. The passing of Hurricane Matthew in 2016 along with Hurricane Irma in 2017 caused significant coastal erosion throughout segments of shoreline in St. John’s County located in north-eastern Florida. The county obtained FEMA funding to construct a beach fill project to recover the sand losses sustained throughout these storm events. Provided coastal engineering services including the analysis of 20 years of historic shoreline positional data to quantify shoreline movement trends throughout the 20.2- mile Project Area. Provided analysis on the sediment samples obtained throughout the foreshore and nearshore zones to visualize typical grain size distributions along each shoreline reach. Additionally, assisted in the formation of a Joint Coastal Permit (JCP) application, providing input on how the design of the beach fill project will not alter the coastal processes or navigational practices native to the Project. Naval Air Station (NAS) Key West Dredge Readiness Plan, USACE Jacksonville District, Key West, FL The Key West Harbor Channel is historically a low shoaling channel due to natural hardbottom and limited sediment sources. Shoaling material typically consists of rock, sands, and silt. Led a team tasked with formulating a Dredge Readiness Plan for the USACE and Naval Air Station (NAS) Key West. The work involved an analysis of the historical shoaling rates of the channel, an investigation into nearby receiver sites, and a multicriteria analysis to rank sites based on stakeholder provided metrics. The final Plan outlined required short term actions for dredge readiness with estimated costs and timelines, and recommendations for material placement and management over the long term (present to 50 yrs) that incorporates beneficial use of dredge material (BUDM). Port Everglades Harbor Monitoring – Dredging & Beach Nourishment, SOL Engineering (end client: USACE Jacksonville District), Port Everglades, FL. Port Everglades located in Fort Lauderdale, FL underwent maintenance dredging of approximately 200,000 cy of sediment to maintain appropriate depths to accommodate deep-draft container ships, gas carriers, and cruise ships that the port serves. Worked with the field team that provided in-water sampling services to collect water quality samples and provide turbidity monitoring throughout the pre-dredge, during-dredge, and post-dredge phases. Beach nourishment on the shoreline adjacent to the port was observed and monitored throughout the sand placement activities. Assisted in the data collection, analysis, and subsequent reporting deliverables throughout the project lifecycle. Lake Worth Inlet Sand Transfer Plant Integrity Assessment, Town of Palm Beach Dept. of Public Works, Palm Beach, FL. The Town of Palm Beach, in cooperation with Palm Beach County, owns and operates a fixed sand transfer plant located at the northern border of Palm Beach barrier Island. The plant is tasked with diverting sediment that accretes on the northern jetty of Palm Beach Shores to south of the southern jetty to mitigate downdrift beach erosion. Assisted in the field asset management assessment of the Plant inclusive of all mechanical and structural components necessary to its operation. The objective of the project was to locate an obstruction in one of the discharge lines. make a determination of the overall condition of the plant and recommend any alternatives that could be implemented to ensure continuous sand replenishment of the shoreline adjacent to the southern jetty. Town of Palm Beach Reach 2 Sand Forepassing, Town of Palm Beach Dept. of Public Works, Palm Beach, FL. In January 2022, the Palm Beach Harbor Maintenance Dredging and Bypassing Project commenced dredging operations within the federal navigation channel. Approximately 400,000 CY of material were placed south of the inlet to restore the shoreline and supplement sand bypassing around the inlet. A portion of this material was forepassing to the Reach 2 segment of the shoreline which encompasses ~1,800 linear feet along northern Palm Beach Island. Supported the Town by providing regulatory and construction oversight of the forepassing operations. This forepassing effort helped enhance the resiliency of the coastal system to provide a buffer from coastal storm risks.. Curry Hammock State Park Tidal Connections Restoration, Florida Department of Environmental Protection (FDEP), Marathon, FL. Curry Hammock State Park is located along U.S. Highway 1/Overseas Highway (U.S. 1), Marathon, Monroe County, Florida. Curry Hammock State Park is located between Florida Bay to the north and the Atlantic Ocean to the south. During the development of this area and the construction of U.S. 1 during the last century (early 1900s), the historical tidal connections between the Florida Bay and the Atlantic Ocean were filled in. The tidal restoration project aims to restore the historical tidal connections at the two sites by re-establishing circulation between the surface waters of the Atlantic and Florida Bay. Provided coastal modeling and engineering services to design the tidal restoration structure and quantify the benefits to the water quality of the park. Constructed a calibrated 2D hydrodynamic model to quantify the flow rates and flushing times associated with the different design options to select the most effective alternative. Based on the modelled water currents and wave conditions, also provided calculations to inform the sizing of rock armor protection for the adjacent shorelines. Village of Indian Creek Seawall Assessment, Village of Indian Creek Public Works, Miami, FL. The Village is a man-made island located north of Miami Beach and along the eastern extents of northern Biscayne Bay. The island encompasses ~250 acres, a private golf club, residential homes, and ~13,800 LF of mixed shorelines (the majority of which are seawalls). The Village Police station is situated on the Miami Beach barrier island and contains ~375 LF of shoreline (seawall). Provided a review of the top of wall GEI Consultants | City of Sunny Isles Beach | RFQ 26-07-01 75 Nick Bragaia, PE, ENV SP requirements for the surrounding local municipalities and counties. Estimated the extreme water surface elevations around the island and calculated the freeboard of several seawall elevations when compared to various storm return intervals considering sea level rise. A recommendation on the top of wall elevation was made that would provide protection to the upland properties. Savannah Harbor Expansion Project – Sediment Basin Evaluations, USACE Savannah District, Savannah, GA. The Savannah Harbor Expansion Project (SHEP) deepened the Savannah Harbor federal navigation channel from a depth of -42 feet to -47 feet. Deepening will produce substantial economic benefits by enabling larger and more heavily loaded vessels to call on the harbor with fewer tidal delays. Deepening only accounted for half of SHEP; the other half included a range of environmental mitigation projects designed to mitigate the negative water quality impacts of deepening. Led the hydrodynamic and water quality modelling evaluations to determine the effectiveness of constructing a sediment basin weir structure within the estuary. Impacts of the weir construction on Dissolved Oxygen (DO) trends were investigated. Additionally, the modelled hydrodynamics and water quality parameters were compared to ecological thresholds to develop a habitat suitability index for local fisheries of interest. Atlantic Intracoastal Waterway Sediment Investigation, USACE Savannah District, Intracoastal Waterway throughout FL, GA, and SC. The USACE Savannah district required services related to sand investigations within the intracoastal waterway throughout coastal Florida, Georgia, and South Carolina. Worked with the field team tasked with the vibracore collection of sediment samples at over 20 locations throughout the state. These sediment cores were evaluated for potential beneficial reuse applications for nearby Projects. City of Fort Lauderdale Storm Water Asset Management and Vulnerability Assessment, City of Fort Lauderdale, Fort Lauderdale, FL. The city of Fort Lauderdale, FL is interested in developing a comprehensive GIS based database containing stormwater assets throughout the city limits. Stormwater Inlets, manholes, weirs, outfalls, and other control structures that are tributary to two pump stations are of particular interest. Provided field condition assessment, survey, and instrument installation services at over 1,400 stormwater structure locations. Examples of data collected at each structure included X,Y,Z location, connectivity, flow direction, and condition. Assisted with the installation and subsequent operation and maintenance of two flow meters and rain gauges at two primary pump stations to monitor the fluctuations and seasonality of rainfall and stormwater flow. This information will be used to inform a predictive asset management plan to prioritize assets at risk of failure or under performance during critical times. Additionally, an assessment of the City’s major stormwater outfalls was conducted to inform the current condition of these structures and their vulnerability of failure under future climate conditions. This information was used by the City to inform their Capital planning and improvements budgets in the short to medium term. Sunset Marina Flushing Study, Confidential Client, Key West, FL. A private marina in the Florida Keys is proposed by a local developer. The marina will be constructed using floating concrete docks with finger piers suitable for small to medium sized recreation vessels. To ensure the proposed marina does not diminish the natural tidal flushing of the surrounding area, a residence time study was required. Provided hydrodynamic modelling oversight of flushing scenarios to quantify the time required to dissipate a non- decaying tracer within the marina footprint. Multiple model runs under various environmental scenarios were performed to quantify the sensitivity of the flushing times relative to the conditions. The proposed marina demonstrated the ability to adequately flush a hypothetical tracer in the time required by the state regulatory agency. Titusville Railroad West Muck Estimation, Brevard County, Indian River Lagoon, Titusville, FL. Parts of the Indian river lagoon located in Brevard County, FL have experience significant deposits of muck with various physical and chemical compositions that is undesirable for the surrounding ecosystem of lagoon. Brevard County required field vibracoring activities to collect samples throughout the muck deposit areas and characterize the composition, extents, and volume of the muck substrate. Provided data analysis and produced figures delineating the extents of the muck deposits along with estimates of the muck cubic yardage necessary to inform follow-on muck removal activities. PRESENTATIONS AND PUBLICATIONS Shoreline Characterization of San Clemente Island Using a Regional Wave Model presented at the Florida Shore and Beach Preservation Association (FSBPA) Technical Conference held February 5-7, 2025. Sediment Basin Modeling and Habitat Suitability Index Evaluation for the Savannah Harbor Expansion Project (SHEP) presented at the SE Tri-Regional Joint Engineer Training Symposium (JETS) hosted by the Society of American Military Engineers (SAME) on June 25-27, 2024. Curry Hammock State Park Tidal Restoration Project presented at the Florida Shore and Beach Preservation Association (FSBPA) Technical Conference held February 7-9, 2024. Miami-Dade County Coastal Management Program presented at the American Society of Civil Engineers (ASCE), Coastal, Oceans, Ports, & Rivers (COPRI), South Florida Chapter Luncheon on November 3, 2023. Miami-Dade County Coastal Modeling, Planning, and Beach Management presented at the Florida Shore and Beach Preservation Association (FSBPA) Technical Conference held February 1-3, 2023. Atlantic Intracoastal Water Way (AIWW) – Beneficial Sediment Reuse presented at the Florida Shore and Beach Preservation Association (FSBPA) Technical Conference held February 2-4, 2022. GEI Consultants | City of Sunny Isles Beach | RFQ 26-07-01 76 Nick Bragaia, PE, ENV SP Eric B. Rehwoldt, PE, PG Senior Consultant, Vice President Eric Rehwoldt is a Geological Engineer and Vice President in GEI’s West Palm Beach office with over 36 years of consulting experience across diverse public and private market sectors. Eric is a licensed Professional Engineer and Professional Geologist in multiple U.S. states, with project experience spanning numerous U.S. regions— including Florida, Texas, California, Nevada, and the Mid-Atlantic—as well as more than 50 countries worldwide. His expertise includes geotechnical, geological, geostructural, and geoenvironmental engineering, engineering geophysics, as well as automated instrumentation monitoring and structure condition surveys. Technical specialties include: Geotechnical site characterization studies; Rock and soil slope engineering/stabilization design and construction; Foundation/ earthwork design and construction; Monitoring Plan development for automated vibration and structure movement monitoring systems; and Pre- and post-construction structure condition surveys. Eric has supported a wide range of project development and construction types, including coastal and waterway resilience, U.S. embassy complexes, federal and military facilities, highways, canals, rail, ports, airports, stadiums, mining and mine subsidence mitigation, quarries, landfills, dams, institutional campuses, and commercial buildings. Eric brings a collaborative, results-driven leadership style to both internal operations and client-facing project teams. He champions innovation, market foresight, sound business and ethical practices, and strong engineering judgment to effectively manage client relationships and project risk. PROJECT EXPERIENCE USACE Beach Erosion Control and Hurricane Protection Project, Bal Harbour Beach Renourishment 2025, Miami-Dade County, FL: Structural Inspection/Evaluation Engineer (SI/EE) responsible for managing pre- and post-construction structure inspections and implementation of the Vibration Control Program during re-construction of the beachfill template in accordance with USACE (Jacksonville District) specifications. The Vibration Control Program involved structural inspections and vibration measurements for 20 high- rise hotel and condominium complexes and related civil structures adjacent to the beach renourishment project. Also served in role as Vibration Control Specialist – Alternate and developed the Vibration Control Plan for the project. Port Everglades Sand Bypass Project, Excavation of Sand Trap and Rubble Shoal, Broward County, FL: Structural Inspection/Evaluation Engineer (SI/EE) and Vibration Control Specialist (VCS) responsible for reviewing and sealing pre- and post- construction structure condition surveys and reports, the Vibration Control Plan, and monthly vibration monitoring summary reports in accordance with Broward County project specifications. The project included clam-shell excavation/dredging of transported sand from the Port Everglades inlet with coquina limestone bottom. Dredge spoils were deposited in marine containment areas offshore from the condominium complexes in the Atlantic Ocean. Structure surveys and vibration monitoring were conducted at existing condominium towers, parking structures, recreational pool and tennis facilities, and existing rock jetties and revetments adjacent to the project. USACE FY25 Indian River Inlet Nourishment, Sussex County, DE: Professional Engineer (PE) responsible for reviewing and sealing the Structural Monitoring Plan (SMP) and weekly vibration summary reports in accordance with USACE (Philadelphia District) project specifications/requirements. The project included dredging at the mouth of the Indian River at the Atlantic Ocean and depositing sand hydraulically onto the beaches north of the Indian River inlet. Adjacent structures protected included bridges and park facilities. PREVIOUS PROJECT EXPERIENCE Instrumentation Monitoring and Structure Surveys FDOT SR 400 (I-4) and Daryl Carter Parkway Interchange Project, Orange County, FL: Project manager and Specialty Engineer of Record for structure inspections/ survey and vibration monitoring for major interchange upgrade project in Orlando, Florida. Structures inspected and monitored included two fly-over bridges connecting transition EDUCATION M.S., Geological Engineering, University of Nevada, Reno, 1989 B.S., Geology, University of California, Los Angeles, 1985 INDUSTRY/GEI EXPERIENCE 36 years/<1 year REGISTRATIONS & LICENSES Professional Engineer, FL No. 1695; CA, DC, DE, GA, MD, MI, NJ, NV, PA, SC, TX, VA, WV Professional Geologist, VA, PA PROFESSIONAL AFFILIATIONS American Council of Engineering Companies (ACEC), Metro Washington Chapter; Board Member (2006 to 2013), Past President and Fellow American Society of Civil Engineers (ASCE), Member American Institute of Professional Geologists (AIPG), Member Florida Shore and Beach Preservation Association (FSBPA), Member Florida Transportation Builders Association (FTBA), Member Pile Driving Contractors Association (PDCD), Member Society of American Military Engineers (SAME), DC/South Florida Post, Member GEI Consultants | City of Sunny Isles Beach | RFQ 26-07-01 77 roads to Interstate 4 (I-4), the Daryl Carter Parkway overpass bridge, and private structures adjacent to the project construction ROW. As many as eight unattended vibration monitors were used at the project site to monitor existing structures in accordance with the Florida Department of Transportation (FDOT) specification standard Section 108 – Monitor Existing Structures. USACE Shore Protection Project, Mid and South Reaches Renourishment 2023, Brevard County, FL: Structural Inspection/Evaluation Engineer (SI/EE) responsible for managing pre- and post-construction structure inspections and implementation of the Vibration Control Program in accordance with USACE (Jacksonville District) project specifications. The Vibration Control Program involved structural inspections and vibration measurements for as many as 300 buildings adjacent to the beach renourishment project. Also served in role as Vibration Control Specialist – Alternate and developed the Vibration Control Plan for the project, utilizing as many as 23 vibration monitors during beachfill construction activities. USACE FY23 Murrells Inlet Maintenance Dredging, Georgetown County, SC: Structural Inspection/ Evaluation Engineer (SI/EE) responsible for managing pre- and post-construction structure inspections. Vibration Control Specialist (VCS) responsible for implementation of the Vibration Control Program and development of the Vibration Control Plan. Structure surveys and instrumentation monitoring were in accordance with USACE (Charleston District) specifications for the project. The Vibration Control Program involved structural inspections and vibration measurements at as many as 120 buildings adjacent to beach renourishment project. USACE Tampa Harbor Maintenance Dredging, Egmont and Mullet Key Channel Cuts, Hillsborough County, FL: Structural Inspection/Evaluation Engineer (SI/ EE) responsible for managing pre- and post-construction structure inspections, and development and implementation of the Vibration Control Program in accordance with USACE (Jacksonville District) project specifications. The Vibration Control Program involved structure inspections and vibration measurements at historic park structures adjacent to the Egmont Key beachfill template. USACE Big Fishweir Creek Aquatic Ecosystem Restoration Project, Duval County, FL: Structural Inspection/Evaluation Engineer (SI/EE) responsible for managing pre- and post-construction structure inspections, as well as development and implementation of the Vibration Control Program, in accordance with USACE (Jacksonville District) project specifications. The Vibration Control Program involved structural inspections and vibration measurements at several waterside residences and seawall structures adjacent to the dredge cut. Hurricanes Matthew & Irma FEMA Berm Restoration Project, St. Johns County, FL: Principal Engineer responsible for managing pre-construction structure inspections and implementation of the Vibration Control Program involving structural inspections and vibration measurements at buildings adjacent to the truck-haul berm restoration project. Structure inspections and Vibration Control Program were conducted in accordance with requirements of St. Johns County (Owner). Indian Creek Seawall Replacement Project, City of Miami Beach, FL: Project Manager and Professional Engineer responsible for developing a vibration monitoring plan (VMP) and performing pre-construction structural surveys for replacement of the existing seawall on the east side of Indian Creek from the 41st Street Bridge south to 26th Street in the City of Miami Beach. Pre-construction surveys were performed on adjacent commercial and residential structures using digital still imagery. The VMP included vibration measurements at the structures adjacent to the project for determining compliance with specified vibration limits established for the project to minimize the potential for vibration damage and defense of claims should they arise using remote acquisition for vibration monitoring. USACE Shore Protection Project, Segment III Beach Renourishment 2020-2021, Broward County, FL: Approved Structural Inspection/Evaluation Engineer responsible for managing pre-construction structure inspections and implementation of the Vibration Control Program in accordance with USACE (Jacksonville District) project specifications. The Vibration Control Program involved structural inspections and vibration measurements at buildings adjacent to beach renourishment project. FDOT SR-822/Sheridan Street Over Intracoastal Waterway Bridge, Broward County, FL: Project Manager and Principal Engineer responsible for the implementation of the Monitor Existing Structures Program in accordance with Florida Department of Transportation standard specification Section 108. Pre-construction surveys were performed on the existing Sheridan Street bascule bridge and adjacent civil and municipal structures using digital still imagery. The Vibration and Settlement Monitoring Program (VSMP) involved vibration measurements at the mast arm of the existing bridge during sheet pile driving operations to determine compliance with specified vibration limits established for the project to minimize the potential for vibration damage using remote acquisition for vibration monitoring. The VSMP also included monitoring relative movement of the existing bridge and adjacent structures using a remote Automated Motorized Total Station (AMTS) survey system to confirm that structure movements are limited to within the FDOT section 108 criteria. USACE Beach Erosion Control and Hurricane Protection Project, Beach Renourishment – Bal Harbor 2021 and 2025, Miami-Dade County, FL: Approved Structural Inspection/Evaluation Engineer responsible for managing pre-construction structure inspections, as well as development and implementation of the Vibration Control Program in accordance with USACE (Jacksonville District) project specifications. The Vibration Control Program involved structural inspections and vibration measurements at buildings adjacent to beach renourishment project. GEI Consultants | City of Sunny Isles Beach | RFQ 26-07-01 78 Eric B. Rehwoldt, PE, PG Beach Nourishment and North End Structural Stabilization Project, Town of Longboat Key, FL: Principal Engineer responsible for implementation of the Vibration Control Program involving structural, pre- construction and post-construction inspections, and vibration measurements at structures adjacent to the beach fill and groin construction project for determining compliance with vibration limits established for the project; utilized remote acquisition of vibration monitoring and provided weekly vibration summaries. Wildflower Seawall Replacement Project, Boca Raton, FL: Specialty Engineer responsible for the implementation of the Monitor Existing Structures Program in accordance with Florida Department of Transportation specification section 108; pre-construction and post-construction surveys were performed on adjacent residential structures, a seawall and a bridge, using digital still and UAS imagery; Vibration Monitoring Program involves measurements at the structures adjacent to the project for determining compliance with specified vibration limits established for the project to minimize the potential for vibration damage and defense of claims should they arise; utilized remote acquisition of vibration monitoring. PRESENTATIONS AND PUBLICATIONS Rehwoldt, E.B., Hastings, P.T., Deane, J.A., “Monitoring for Protection of Existing Structures from Adjacent Construction” Quarterly Meeting of the ASCE Geo-Institute Miami-Dade Chapter, Miramar, Florida, March 5, 2025. Rehwoldt, E.B., “Pay a Little Now, or Maybe a Lot Later! FDOT Section 108 Pre-Construction Inspections and Vibration Monitoring”, 2024, ASCE Florida Section Annual Conference 2024, Bonita Springs, Florida, July 2024. Rehwoldt, E.B., “Stirred, Not Shaken! Beach Renourishment Vibration Control and Documentation in Staging Areas,” Florida Shore and Beach Preservation Association (FSBPA) National Conference on Beach Preservation Technology 2024, St. Augustine, Florida, February 2024. Rehwoldt, E.B., “Pay a Little Now, or Maybe a Lot Later! Section 108 Pre-Construction Inspections & Vibrations”, 2023 Florida Transportation Builders Association (FTBA) Construction Conference, Orlando, Florida, February 2023. Rehwoldt, E.B., “Steeper is Cheaper: Danger Falling Rock!” Geohazards Impacting Transportation in the Appalachian Region, 16th Annual Technical Forum, Knoxville, Tennessee, August 2016. Rehwoldt, E.B. and Martin, R.E., “Evaluation Of Landslides In Reservoir Above Proposed 165m High Dam, Pervari, Turkey”, 2010 USSD Conference, Sacramento, CA, April 2010. Martin, C.D., Rehwoldt, E.B., Gall, V. “Estimating Lateral Support Pressure for Rock Cuts at Washington-Dulles International Airport Extension”, 1st Canada-US Rock Mechanics Symposium, University of Alberta, Vancouver, BC, May 2007. Bonita, G., Rehwoldt, E.B., and Dunscomb, M.H., “Geophysical Testing for Voids Causes by Non-Compacted Backfill” in Proceedings of the 39th Symposium on Engineering Geology and Geotechnical Engineering, Butte, Montana, pp. 197-205, May 2004. Englert C.M., Rehwoldt E., Gomez J.E., Cadden A.W. “The Dulles International Airport Expansion. A Challenge in Deep Excavation Design and Construction”, Fifth International Conference on Case Histories in Geotechnical Engineering, April 2004. Rehwoldt, E.B. and Reed, R.E., “Characterization of Karst Systems for a Highway Widening Study in Warren County, Virginia” in Proceedings of the 52nd Highway Geology Symposium, Cumberland, Maryland, May 2001. Rehwoldt, E.B., Matheson, G.M., and Dunscomb, M.H., “Electrical Explorations” in Civil Engineering: Focus on Geo- Environmental Engineering, published by the American Society of Civil Engineers, Vol. 69, No. 10, pp. 2A-7A, October 1999. GEI Consultants | City of Sunny Isles Beach | RFQ 26-07-01 79 Eric B. Rehwoldt, PE, PG Kevin Ang, PE Senior Waterfront Engineer, Project Manager Kevin Ang is a Senior Waterfront Engineer/Project Manager at GEI. He is a structural engineer with over 12 years of professional experience spanning multiple disciplines within the engineering industry. Kevin’s experience includes waterfront and marine design, bridge design, building design and the management of interdisciplinary project teams. Kevin has comprehensive knowledge of engineering principles, design standards, and building codes. He has also demonstrated an exceptional ability to deliver projects with condensed schedules and challenging criteria. PROJECT EXPERIENCE Final Assembly 2, Austal, Mobile, AL. As the Waterfront Structural Lead, provide marine engineering, value engineering, assistant project management, and bid support services for the construction of a new final assembly ship facility. Kevin is leading all the design efforts for the waterfront structures; ship lift piers, transfer bridge, bulkhead, relieving platform as well as the upland structural elements; apron, cradle, and building slabs/foundations. Additionally, Kevin coordinates tasks, schedules, and inter-disciplinary items within GEI’s design team as well as externally with subconsultants and the client. Kevin is currently leading a team of seven people in the design providing guidance, coordinating design tasks, and reviewing all calculations and bid documents. Davie Shipyard Modernization, Lévis, QC, Canada. As the Waterfront Structural Lead, provide marine engineering, value engineering, assistant project management, and bid support services for the modernization of an existing ship building facility. The scope for this project includes the construction of a new vessel launch pad and several new ship assembly buildings. Additionally, significant upland improvements to support the operations and workflow of the facility are being done. Kevin is leading all the design efforts for the waterfront structures; launch pad and bulkhead. Additionally, Kevin is leading the design efforts for the new building slabs and foundations. Lastly, Kevin coordinates tasks, schedules, and inter-disciplinary items within GEI’s design team as well as externally with subconsultants and the client. Kevin is currently leading a team of three people in the design providing guidance, coordinating design tasks, and reviewing all calculations and bid documents. Lawrence High School Seawall Design, Lawrence Union Free School District, Cedarhurst, NY. As the Project Engineer and Lead Designer, provided marine engineering, bid support, and construction administration services for the construction of a new seawall around the perimeter of the high school property to protect the school from future storms. Finalized the design of the seawall which is comprised of steel sheet pile and a concrete seawall integral with the steel sheet pile. In addition to preventing flood overflow over the concrete seawall, the steel sheet pile extends well below finished grade to prevent seepage underneath the concrete seawall. The seawall was designed for a 500-yr water level and wave heights along with the projected sea-level rise in the coming 100 years. Coordinated concrete pump house design with the new drainage system for the high school. Answered questions during the bid phase and will provide construction administration when construction begins. This includes regular site visits to ensure installation of steel sheet pile and concrete follows the bid documents, review submittals, and providing solutions to unforeseen conditions. East Beach Bluff Stabilization, Village of Port Jefferson, Port Jefferson, NY. As the Project Engineer and Lead Designer, provided marine engineering, bid support, and construction administration services for the construction of two bulkhead walls to stabilize a 100 ft tall bluff at the Waterview Clubhouse. The bluff stabilization is occurring in two phases. Phase 1 involves the construction of a bulkhead wall at the toe of the bluff, re-grading the bluff to restore the bluff slope, and installation of slope stabilizing plantings and plant terraces. Phase 2 will involve the construction of a new bulkhead wall at the crest of the bluff to protect the existing clubhouse building from undermining and further erosion of the bluff. Provided EDUCATION B.S., Civil Engineering, Stevens Institute of Technology, May 2009 INDUSTRY/GEI EXPERIENCE 12 years/1 year REGISTRATIONS & LICENSES Professional Engineer, NJ No. 24GE05253700 TRAINING & CERTIFICATIONS OSHA 30 TWIC PROFESSIONAL AFFILIATIONS American Society of Civil Engineers GEI Consultants | City of Sunny Isles Beach | RFQ 26-07-01 80 GEI Consultants | City of Sunny Isles Beach | RFQ 26-07-01 81 Kevin Ang, PE construction support and administration services for phase I including submittal review, site visits to ensure construction follows bid documents, and providing solutions to in-field conditions. Finalized the design and bid documents for phase II and will provide the same services as phase I during the bid and construction phase. New Training Ship (NSMV) Pier Upgrades, State University Construction Fund (SUCF SUNY), Throggs Neck, NY. As the Project Engineer and Lead Designer, provided marine engineering services associated with the upgrade and rehabilitation of the existing Olivet Pier at SUNY Maritime in order to support the berthing, mooring, and upgraded utility services for the new NSMV training ship. Involved with initial site investigations, permitting applications/documents, design development from concept to construction documents, and provided bid and construction phase services. Small portions of the existing pier are to be removed and replaced with new mooring and berthing dolphins. These dolphins are designed to be structurally separate from the existing pier. The dolphins are comprised of large diameter steel pipe piles and concrete caps with mooring bollards as well as super cone fenders with panels. Additionally, the rest of the existing pier is to be rehabilitated including concrete pile encasements for deteriorated piles, top deck and underdeck repairs. Lastly, utility services for the new NSMV training ship had to be coordinated with the ship builder, SUCF SUNY, the MEP engineer, and all the upgrades/repairs. All of the stated work was submitted and approved by the required environmental agencies; New York State Department of Environmental Conservation (NYSDEC) and United States Army Corps of Engineers (USACE). As the Project Engineer, prepared all required cut/fill calculations, project narrative, applications, and documents. This work was completed on an expediated schedule to meet the proposed launching date of the new ship. East River Esplanade Reconstruction, NYC Parks (NYCDPR), Manhattan, NY. Project Engineer and Lead Designer for the reconstruction of existing low-level platforms, bulkheads, and waterfront infrastructure supporting the East River Esplanade along the East River in Manhattan, NY. The new platform is a high-level platform comprised of prestressed precast concrete planks founded on rock socketed steel pipe piles. Due to the platform construction changing from a low-level to high-level structure, a new concrete bulkhead is required to maintain adjacent grade and support of the FDR roadway. The proximity of the FDR required extensive coordination with design, construction feasibility, lane closures and the NYCDOT. Lastly, the top side aesthetic and grading required coordination between the NYCDPR, Landscape Architect, Civil Engineer, and the PDC. All the stated work was submitted and approved by the required environmental agencies; New York State Department of Environmental Conservation (NYSDEC) and United States Army Corps of Engineers (USACE). As the Project Engineer, prepared all required cut/fill calculations, project narrative, applications, and documents. Homeport II, NYC Economic Development Corporation (NYCEDC), Manhattan, NY. Project Engineer and Lead Designer for the construction of a new homeport facility for the NYC ferry fleet. The homeport would provide a facility for the ferries to port and moor overnight, refuel, hook up to upland water and electricity, and maintenance. The homeport comprised of approximately 25 slips; about 21 slips were comprised of large monopiles with donut fenders and mooring rings and the remaining 4 slips comprised of floating docks. Additionally, two piers were designed to support a large travel lift that would lift the ferries out of the water for more extensive maintenance and cleaning. Involved in the design of the entire facility; utility platform and elevated maintenance walkway, monopiles at all slips, and the travel lift pier substructure/superstructure. Coordinated all utility, civil, and architectural requirements between multiple consultants with the marine structural scope. All the stated work was submitted and approved by the required environmental agencies; New York State Department of Environmental Conservation (NYSDEC) and United States Army Corps of Engineers (USACE). Giovanni Bonita, Ph.D, PE, PG Senior Vice President Dr. Bonita is a Senior Vice President with GEI. His experience is in the areas of geotechnical and geostructural engineering, tunneling, hydrogeology, geophysics, groundwater and seepage, karst geology, and geologic mapping. Dr. Bonita has over 26 years of experience with complex underground structures, cutoff walls, underpinning, retaining systems, ground improvement, protection of adjacent structures, geological and geophysical investigations, and deep foundations. He has extensive expertise with temporary and permanent slurry, soil mix, secant, soldier pile and lagging, and soil nail walls for dams, historic buildings, structures with deep foundations, access shafts, transit systems, tunnels, and tall buildings. Dr. Bonita has used traditional and advanced analytical techniques to recommend and design excavation and ground improvement methods and foundation systems for major high-profile private and public works projects with difficult engineering challenges. Dr. Bonita has also served as the Engineer of Record for several large dam design and rehabilitation projects. Dr. Bonita is currently an Adjunct Faculty member in the Civil Engineering Department at Catholic University in Washington, DC, and he is the past Chairman of the Slurry Wall Committee for the Deep Foundations Institute. PROJECT EXPERIENCE Brickell CitiCenter, Miami, FL: Served as Engineer of Record and Senior Designer for a unique basement soil mix DSM plug to control water flow and uplift into a deep excavation. Work included evaluation of soil properties, mix designs, and soil mix data, 3D numerical analysis of the soil and construction conditions, evaluation of the uplift pressures on the DSM plug, design of Auger Cast Pile foundation and tiedown system to support structures, and evaluation of foundation systems. The Brickell CitiCenter project, which encompasses four city blocks is the largest plan area of deep excavation in Miami to date. Jade Signature, Miami, FL: Served as Engineer of Record and Senior Designer for a basement soil mix DSM plug to control water flow and uplift into a deep excavation for a 52 story tower. Also served as the EOR for a 36-foot-deep gravity DSM bulkhead wall and a 30-foot cantilever soil mix and structural beam SOE wall. Work included evaluation of soil properties, mix designs, and soil mix data, 3D numerical analysis of the soil and construction conditions, evaluation of differential settlement and cracking potential of the DSM plug, evaluation of the uplift pressures on the DSM plug, design of foundation and Auger Cast Pile and tiedown systems, and evaluation of foundation systems. The Jade Signature project is the deepest excavation in Miami to date. Royal Palms, Boca Raton, FL: Served as Engineer of Record for a basement soil mix DSM plug to control water flow and uplift into a deep excavation. Also served as the EOR for a 20-foot cantilever DSM and beam SOE wall. Work included evaluation of soil properties, mix designs, and soil mix data, 3D numerical analysis of the soil and construction conditions, evaluation of differential settlement and cracking potential of the DSM plug, evaluation of the uplift pressures on the DSM plug, design of and Auger Cast Pile and tiedown systems, and evaluation of foundation systems. The Royal Palms project is the deepest excavation in Palm Beach County to date. Center Hill Dam, Cookeville, TN: Served as GEI’s technical lead, Senior Project Manager, and Engineer of Record for a seepage barrier wall cutoff project in karst geology. Responsible for technical proposal, technical oversight of all engineering, cost and budget analyses, management of large contingency of field staff, implementation of a rigorous quality control system established by USACE, civil works and platform construction, and an upstream extension of the dam. Initial technical work involved the design and implementation of a large exploration and testing program, including unconfined compression testing, pressure and water testing (including packer and hydrojack testing, detailed geologic mapping, including discontinuities using ISM criteria, fracture and bedding plane discontinuities, and upstage and grouting for the assessment of the feasibility of karst seepage and a cutoff wall system. Technical responsibilities involved the design and oversight of the installation of a EDUCATION Ph.D., Civil Engineering, Virginia Tech M.S., Civil Engineering, Virginia Tech M.S., Hydrogeology, University of Kentucky B.A., Geology, Franklin & Marshall INDUSTRY/GEI EXPERIENCE 26 years/15.5 years REGISTRATIONS & LICENSES Professional Engineer, FL No. 71720; VA No. 040203689; DC No. 900650; GA No. PE046456; KY No. 27617; LA No. 39780; MD No. 27970; NC No. 044220; NE No. E-16340; NY No. 86834; OH No. PE.86501; PA No. 077722; TN No. 112059; TX No. 136018; WV No. 017987; NV No. 028390; Nova Scotia Canada No. M12729 Professional Geologist, NH No. 00083 PROFESSIONAL AFFILIATIONS American Society of Civil Engineers Deep Foundations Institute – Soil Nail and Tieback Committee Member Deep Foundations Institute – Slurry Wall Committee Member Association of Groundwater Scientists and Engineers National Groundwater Association GEI Consultants | City of Sunny Isles Beach | RFQ 26-07-01 82 380-foot-deep secant pile and slurry wall cut off wall system through the earthen embankment and rock limestone and dolomite units below the dam. Secant piles were 5 feet in diameter and slurry walls ranged from 3 feet to 7 feet thick. Slurry walls ranged from 3 to 7 ft in diameter and were 250 to 380 feet deep. Center Hill Dam was defined by the USACE as a Megaproject and as the highest priority of any of the high hazard dams in the United States at the time of construction. Canton Dam, Canton, OK: Served as GEI’s in house consultant and senior reviewer for the design of spillway channel walls and a downstream cutoff wall for an auxiliary spillway being built through the right abutment to pass the probable maximum flood. Performed detailed technical reviews and oversight of the design submittals for slurry walls supported with permanent tiebacks and worked with design and construction team to accelerate the schedule and move quickly through the review cycles, reducing to seven months the time required to get final approval from the U.S. Army Corps of Engineers and break ground. LA Outfall Tunnel, Los Angeles, CA: The Joint Water Control Pollution Plant (JWPCP) Effluent Outfall Tunnel involved the construction of a new tunnel from the inland wastewater plant in the City of Carson to the existing ocean manifold structure at Royal Palms Beach. The 18 ft diameter tunnel was designed without an intermediate shaft. Served as the Project Executive and provided oversight of the design of the 55 ft diameter 115 ft deep unbraced single launch shaft. The design of the shaft accommodated earth and water loading conditions, jacking and penetration forces, multiple penetrations, formwork stresses, and imbalanced loading. The shaft was constructed using slurry walls and an unreinforced tremie slab excavated and placed under water. The slurry walls were analyzed and designed using 3D finite element methods due to the geometry effects and imbalanced loading. . DC Clean Rivers CSO Project Division A - Blue Plains Tunnel Washington, DC: Provided advisory geostructural review and review for the Program Consulting Organization for the design of the deep access and retrieval shafts for the tunnel boring machine. The shafts were constructed using slurry wall techniques. Additional responsibilities included the review of instrumentation performance, movement of adjacent structures, and the quality control of field activities, and various construction management related services. Enhanced Nitrogen Removal Facility (ENRF), Blue Plains Wastewater Treatment Plant, Washington DC: Served as the technical lead for the design and construction of a structural slurry wall constructed for the facility. The slurry wall acted as a temporary and permanent earth support and water cutoff for the new Nitrogen Removal Facility. Provided the oversight of a full set of field activities during the construction, including excavation, concrete placement, slurry design and management, and slurry wall construction. Both the ENRF and the Blue Plains Tunnel project at the Blue Plains Wastewater Treatment Plant were noted in a feature article of ENR on October 10, 2011. I395 Capitol Crossing, Washington, DC: Project involved the air rights closure and construction of a tunnel for a former recessed roadway through a densely congested and urban area. Oversaw collection of data used for the design of earth retention and foundation structures that would be used to support the excavations and multilevel below ground parking and office structure. Provided senior oversight for the geotechnical work and the development of design parameters for the use in the design and construction of slurry walls, shallow foundations, and deep foundations. Performed design analysis for the permanent slurry walls used to support the existing roadway, design analysis of large footings and combined mats, lateral load analysis on columns, including blast and impact loads, and the analysis of the impact of potential movements on sensitive historical structures. Performed assessments of the impacts of dewatering and excavation on adjacent structures and provided recommendations for enhancements of instrumentation plans. Performed independent stability assessments of SOE systems, including global stability analyses related to large scale site movement. Also performed assessments of loadings of tower cranes and of bridge girders to accommodate construction activities. Columbia University Manhattanville Development, New York, NY: Served as lead engineer for the trench stability and design of a bentonite-water slurry support system for the slurry wall support of excavation for a two city block mixed use addition to the Columbia University campus. Analyzed the polymer slurry support of approximately 100 drilled shafts from Phase I of the project with diameters of six to eight feet and depths up to 180 feet. Reviewed the planned slurry mix, means and methods for both the bentonite-water and polymer slurry systems, and provided recommendation for measures to control shaft stability. Managed the on-site quality assurance (QA) of the slurry supported trench operations during construction as part of the NYC special inspection process, and provided guidance and recommendations to control trench stability, including trench design, surcharge loading, and water elevation control. Through this oversight and interaction with the client, trench stability issues were eliminated on the remaining portions of the Phase I and essentially all the Phase II work. Robinson Terminal South, Alexandria, VA: Served as the Engineer of Record for the design of a reinforced deep soil mix wall that served as a water cutoff and excavation support system. These soil mix walls allowed for the construction of a deep below grade parking structure directly adjacent to the Potomac River. Challenges include soft ground conditions, a high-water table, plastic clays, urban fill and contaminated soils, movement control of adjacent structures and utilities, GEI Consultants | City of Sunny Isles Beach | RFQ 26-07-01 83 Giovanni Bonita, Ph.D, PE, PG and the integration of a Federal Emergency Management Agency flood wall into the proposed construction. Provided Quality Assurance oversight during the construction of the cutoff wall, including a review of construction records related to the cutoff wall, instrumentation installation and performance, and compliance related to the design documents and criteria. District Wharf DC Phase 2, SW Washington, DC: Served as the Engineer of Record for a combined geotechnical and environmental investigation program for the construction of five new commercial and residential buildings. The proposed development includes a combined below grade parking structure located directly adjacent to the Washington Channel waterway and crosses over the WMATA Green Line Metro Tunnel. The parking structure was designed using a combined system of Rigid Inclusions and shallow foundations. Oversaw a comprehensive geotechnical in-situ investigation program on the land and in the water to provide design recommendations for a new bulkhead, several fixed and floating pier structures, and the proposed building. Performed a detailed numerical impact assessment to assess the impact of the proposed structure and excavation on the tunnels. Performed the design of the cutoff wall and support of excavation system for a multilevel below-grade parking structures adjacent to and above the WMATA tunnel and adjacent to the Washington Channel. Served as the Engineer of Record for the support of excavation (SOE) system for the portions of the structure adjacent to the WMATA ZOI. Oversaw a detailed numerical analysis of an existing DCWater Sewer running through the site to assess the impacts of the proposed excavation and development on the critical sewer and a subsequent jet grout support system to minimize movement during the construction. Serving as the Engineer of Record for a comprehensive monitoring system inside the WMATA tunnel, within the WMATA ZOI, and on adjacent structures and components of the SOE system. Wolf Creek Dam, Jamestown, KY: Served as GEI’s technical lead, Senior Project Manager, and Engineer of Record for a large investigative drilling and grouting project in limestone and dolomite karst geology. Responsible for technical proposal, cost and budget analyses, management of large contingency of field staff, and implementation of a rigorous quality control system established by the U.S. Army Corps of Engineers (USACE). Technical work involved an exploration and testing program, including unconfined compression testing, pressure and water testing, including packer and hydrojack testing, detailed geologic mapping, including discontinuities, fracture and bedding plane discontinuities using ISM criteria, installation of instrumentation, and upstage and downstage grouting for the assessment of the feasibility of karst seepage and a cutoff wall system. Wolf Creek Dam was defined by the USACE as a Megaproject and as the top priority of any of the high hazard dams in the United States prior to the remedial work. McMillan Reservoir Redevelopment, Washington, DC: Served as Engineer of Record for the design of excavation support system for a large development project on the site of a historical reservoir. Oversaw design of a soldier pile and lagging support of excavation wall and a detailed bracing system for excavation purposes adjacent to sensitive elements associated with the existing water distribution system. Designs incorporated construction considerations for the demolition of historical unreinforced concrete filter structures and the preservation of above and below grade water retention structures, sand filters, and storm water management structures. Ft. McNair Seawall Repair, Ft. McNair, SW Washington, DC: Served as the Engineer of Record for geotechnical and geostructural design of a timber pile foundation system for the rehabilitation of a failed section of an existing sea wall. The design work included a preconstruction exploration program, an assessment of an existing timber pile foundation system, and the design of a new timber pile and cap support system. Work involved the development of field investigation program, the oversight of design and the preparation of design packages, and the preparation of construction documents for bidding and implementation. All work was reviewed and approved by the U.S. Army Corps of Engineers. DC Clean Rivers CSO Project Division Z – South Capitol Street MOS, DC, and Pump Station, Washington, DC: Served as Engineer of Record for a sheet pile, soil nail, and soldier pile and lagging support of excavation system for construction of an outfall, diversion chamber, and pump stations. Design responsibilities included the oversight of all design work for deep sheet pile walls and internal bracing systems. Responsibilities also included the design oversight of sinking caissons, ground improvement for tunneling access and retrieval shafts. Also served as the Instrumentation Engineer of Record for the installation, data collection, and reporting of instrumentation, as well as the generation of construction impact assessments of critical existing utilities and structures. Blue Plains Wastewater Treatment Plant Enhanced Nitrogen Removal Facilities – Contract 2, Washington, DC: Senior Project Manager for design of excavation support for proposed influent tunnel access shafts. The system consisted of braced jet grout walls through sand and a soil nail walls in clay. Oversaw the construction of all design calculations for jet grout walls, bracing and soil nail walls. SELECTED PUBLICATIONS Bonita, G. et al (ed). Guidelines for Selecting Cutoff Wall Systems, Deep Foundations Institute, 2021, 73p. Onorato, G., Bonita, G., “Curing Stress Effects on Soil-Mixed Properties”, Deep Foundations Magazine, July/August 2020, Pgs. 97-101. Onorato, G., Bonita, G., Effects of Curing Stresses on the Mechanical Properties of Soil-Cement Mixed Materials” Proceedings Deep Foundations Institute (DFI 45) Conference, October 2020. GEI Consultants | City of Sunny Isles Beach | RFQ 26-07-01 84 Giovanni Bonita, Ph.D, PE, PG Kevin D. Buruchian, EIT Senior Waterfront Engineer/Diver Mr. Buruchian has worked exclusively in waterfront projects since joining GEI Consultants Inc., where he has gained experience in coastal engineering and waterfront issues associated with facility inspections, material conditions and design of marine structures. Mr. Buruchian has also spent a couple of years as a project manager/engineer at a marine construction firm where he was able to balance engineering and construction techniques to meet the clients’ needs. His experience also includes the above and underwater inspection of marine facilities and design of steel bulkheads, timber piers and wharfs as well as concrete and stone seawalls and revetments. Other relevant experience also includes performance of wind/wave analysis to develop design wave conditions; as well as the performance of topographic surveys and overseeing geotechnical investigations. He brings a wide variety of resources to each project. PROJECT EXPERIENCE Saquatucket Marina, Harwich, MA. Project Engineer, oversaw the design and construction for the reconstruction of the Town’s Recreational Marina at Saquatucket Harbor. The reconstruction project for the marina project called for the complete removal of the existing deteriorated marina and the rebuild of the facility with an updated layout and expansion of approximately 8 slips. The new marina supports ADA passenger ferries, a commercial fishing fleet and a growing recreational fleet of boats. The new marina was dredged to provide safe passage of the vessels throughout the facility. All new main walkways were constructed of concrete floats and all submains and fingers were timber topped with topical hardwood. The marina was designed to meet the increased flood levels projected for the site. All new utilities were installed including water, fire, electrical and telecommunications to provide the most benefits to the marina customers. The Project consisted of permitting, design, bid phase support and construction oversight including resident engineering. The project was completed 2018. Harwich Wychmere Town Dock, Commercial Pier and Bulkhead Reconstruction, Harwich, MA. Served as Project Engineer. Oversaw all elements of the design, and construction for the reconstruction of the Town’s commercial pier at Wychmere Harbor. The reconstruction project for the replacement-in-kind construction project called for the complete removal of the existing pier and deteriorated bulkheads and the rebuild of the facility essentially within the same footprint with the new bulkhead being installed just outshore of the existing wall. The new pier was constructed with timber pile foundation, concrete pile caps and a concrete deck. The pier deck height was raised to accommodate the higher tides and reduce the times of overtopping during storm surges and spring tides. Services included investigation of site, design of reconstruction, preparation of construction documents, assisting the Town in the bidding and award and providing construction phase oversight. The project was completed July 2015 and in full operation. Salem Wharf, Final Design, City of Salem, MA. Project Engineer and performed design of lateral and vertical load analysis for the marine terminal facility including pile supported concrete pier, wave attenuator, passenger vessel docking facilities, small cruise ship docking facilities, commercial vessel berthing and dredging. Developed structural design elements including vessel mooring and fender design, shoreline retaining walls and pedestrian boardwalk. Developed the vessel and wave loading criteria for the pier, vessels mooring and floating barge structures. Served as resident engineer during the first phase of construction of the pier currently under construction. Provincetown Marina Reconstruction, Provincetown, MA. Managing Project Engineer oversaw the Construction of the Provincetown Marina at Macmillan Wharf in Provincetown, MA. The project included the removal and reconstruction of the 50-slip marina, and installation of a 600-foot-long wave attenuation floating dock system. The existing marina was damaged in a storm and the replacement was funded via a Federal Emergency Management Agency grant. As the construction project Engineer, responsible for EDUCATION B.S., Civil Engineering, University of New Hampshire INDUSTRY/GEI EXPERIENCE 17 years/15 years REGISTRATIONS & LICENSES OSHA 10 hour Construction Course Transportation Worker Identification Credential (TWIC) FHWA – NHI Underwater Bridge Inspection PADI Certifications - 2010 Open-Water Scuba Diving Dry Suit Diver USCG Master Captain License 50 Ton Master Inland 50Ton OUPV Near Coastal USACE Contractor Quality Management GEI Consultants | City of Sunny Isles Beach | RFQ 26-07-01 85 management of all submittals, requests for information, and contractors’ payment applications, running weekly progress meetings and mitigating project cost overruns, and claims. The project was completed on time and on budget in 2019. Trap Dock Reconstruction, Chatham, MA. Project Engineer oversaw all the design and construction for Trap Dock Reconstruction at the Chatham Trap Dock. The reconstruction project for the Town of Chatham called for complete removal, and reconstruction of a new modern fishing pier designed to meet and exceed climate resiliency as well as suit the needs of the local fishermen. The new pier was design with a tropical hardwood greenheart pile foundation, concrete deck with stainless steel hardware and composite bulkheads and fendering to maximize the longevity of the new structure, as well as limit the impact to the adjacent environment. University of Massachusetts Boston, Harborwalk & Shoreline Stabilization Project, Boston, MA. Project Engineer responsible for the site inspection and design of shoreline stabilization for the connection of the Boston Harborwalk between the JFK Library and Old Harbor Park. Performed the wave and wake analysis incorporating sea level rise to design the shoreline protection. Fort Point Road and Fore River Avenue Seawalls, Weymouth, MA. Project Engineer participated in the investigation and assessment of these aging seawalls and revetments on the Fore River. Effort included wave analysis, development of design waves, assessment of overtopping impacts, armor stone sizing and design of new revetments and seawalls. Wild Harbor Bulkhead, Falmouth, MA. Project Engineer and performed design of this steel bulkhead replacing an existing deteriorated timber bulkhead in Wild Harbor, Falmouth. The proposed bulkhead was a cantilever design and the analysis included an assessment of the impacts of scour on bulkhead stability. MassDevelopment - Jodrey Pier Commercial Marina Expansion, MA. Project included inspection, assessment and design of expansion of commercial marina and fender system repairs for an existing pier. Project Engineer and performed inspection of the existing floats and pier fender system, design of marina expansion as well as the fender system improvements that included fender pile replacement with Greenheart piles and new timber camels. Rhode Island Fast Ferry, North Kingstown, RI. Project Engineer developed design parameters for this new ferry dock including wave analysis and assessment of the impacts on the proposed ferry berth. Effort included development of design waves, assessment of breakwater overtopping and wave load analysis on the shoreline structures. Morris Island Cut Dredging, Chatham, MA. Project Engineer and performed hydrographic survey and eel grass survey at Morris Island Cut and developed survey plans. Based on survey findings, performed dredge design and estimation of dredge volumes to develop project plans suitable for regulatory applications. Bass River Dredge Study, Beverly, MA. Project Engineer to perform a hydrographic survey in accordance with U.S. Army Corps of Engineers/ Massachusetts Department of Conservation & Recreation waterways standards for hydrographic surveys, gathered input from river stakeholders and reviewed historic data. New Bedford State Pier Emergency Repairs, New Bedford, MA. Project Engineer oversaw all the design and construction for the inspection, design and construction of the Emergency Repairs of the New Bedford State Pier East and South Wharfs. This project was performed to restore the piers structural capacity for import/ export operations for the 2019 season. 14. MacMillan Wharf Facility Assessment, Provincetown, MA. Project Engineer/Diver participated in the above and underwater investigation and assessment of Provincetown’s commercial waterfront facilities including assessment of concrete piers, passenger vessel berthing barge, float system, fender system and mooring fixtures. Island-wide Underwater Inspections, Bermuda. Project Engineer/Diver for the inspection of the underwater foundation elements of many of the island’s bridges, ferry landings and offshore beacons. The information accumulated in the investigation was presented in reports to the Ministry of Works and Engineering. Massachusetts Port Authority, Moran Terminal Repair, Charlestown, MA. Project Engineer/Diver evaluating the current condition and determining the effort required to rehabilitate the facility to a functional level. Developed the vessel loading criteria and determination of requirements for the lateral design. Efforts for the project included performance of above and underwater inspection and assessment of the pier’s 2000-foot perimeter concrete structural slab and steel pile foundation. The investigation included determination of improvements required to achieve the original live loading as well as reduced live loading scenarios of the 50+ year old pier along with the estimated construction costs. Project is now in construction of recommended repairs and upgrades. Jordan Pier, Dartmouth, MA. This project included inspection, assessment and design of repairs for an existing pier exposed to significant waves. Served as the Project Engineer and performed inspection of the existing pier, oversight of rock coring and analysis and assessment of the pier. Performed wave analysis and design of repairs including rock anchors to stabilize the existing structure. Effort also included the preparation of construction documents. GEI Consultants | City of Sunny Isles Beach | RFQ 26-07-01 86 Kevin D. Buruchian, EIT Kristin Connell Senior Project Manager - Natural Resources Kristin Connell is a Senior Project Manager of Natural Resourcesat GEI. She has over a decade of experience completing and coordinating federal, state, and local wetlands permitting in Connecticut and Massachusetts. Additionally, Ms. Connell has field and leadership experience in wetland delineation, wildlife habitat assessment, and other field data collection. PROJECT EXPERIENCE Confidential Client, Southern Connecticut. Served as the project manager to coordinate engineering and contractor services to meet state and federal permitting needs for several large coastal dredging projects. Certain efforts required coordination of biological assessments, essential fish habitat assessments, and compliance with the migratory bird treaty act. Congress Street Flood Mitigation Project, Avangrid/United Illuminating, Bridgeport, CT. Managed coastal resource permitting and related construction oversight. Maintained clear communication with regulators, the client, and contractors to continue forward progress and maintain project timelines. Flood Mitigation Project, Bridgeport, CT. Managed coastal resource permitting and related construction oversight. Maintained clear communication with regulators, the client, and contractors to continue forward progress and maintain project timelines. Potter Hill Mill, Westerly, RI. Served as wetland delineator, habitat assessor, and peer reviewer at a former mill site proposed for demolition and reuse as a public park. Natural Resource Assessment, Westerly, RI. Served as wetland delineator, habitat assessor, and peer reviewer at a former mill site proposed for demolition and reuse as a public park. Eversource Transmission Upgrades, Statewide, MA. Completed wetland delineations along right of ways and access roadways. Observed installation of temporary roadways and completed erosion and sedimentation inspections. Provided oversight for the installation of a permanent water crossing as well as post-construction wetland monitoring and associated reporting. Utility Transmission Upgrades, Statewide, MA. Completed wetland delineations along right of ways and access roadways. Observed installation of temporary roadways and completed erosion and sedimentation inspections. Provided oversight for the installation of a permanent water crossing as well as post-construction wetland monitoring and associated reporting. Love’s Travel Stop, Willington, CT. Served as the Environmental Consultant of record for post-construction vernal pool and water quality monitoring. Effort included staff oversight for vernal pool species identifications, benthic macroinvertebrate collection, trouble shooting in-situ monitoring equipment, and review of quarterly and annual reports. Vernal Pool Monitoring, Willington, CT. Served as the Environmental Consultant of record for post-construction vernal pool and water quality monitoring. Effort included staff oversight for vernal pool species identifications, benthic macroinvertebrate collection, trouble shooting in-situ monitoring equipment, and review of quarterly and annual reports. NEPA Part 50 Environmental Assessment, Newport, RI. Project manager responsible for environmental and social impact assessment of a historic building rehabilitation and new construction for a school. Required coordination with interested parties to address historical building concerns and tribal coordination for earthwork. EDUCATION M.A., Biology, Central Connecticut State University B.S., Animal Science and Biological Science, The University of Vermont Graduate Certificate, Soil Science, The University of Massachusetts INDUSTRY/GEI EXPERIENCE 21 years/2 years PROFESSIONAL AFFILIATIONS Connecticut Association of Wetland Scientists GEI Consultants | City of Sunny Isles Beach | RFQ 26-07-01 87 William H. Green III, PE Waterfront Engineer / Diver (ADCI) William Green is a waterfront engineer / diver with experience in residential / commercial structural design on inland and waterfront structures. PROJECT EXPERIENCE Facility Inspection, PhilaPort Pier 122, Philadelphia, PA. Performed an inspection of precast prestressed concrete piles and steel piles above and below water. The data gathered was used to give a structural assessment of the facility to the client. (2024) Facility Inspection, South Jersey Port – Camden – Berth 1, Camden, NJ. Performed an above / below water inspection of a timber framed low-level relieving platform where a portion had collapsed. The purpose of the inspection was to clearly define repair limits surrounding the collapse and evaluate the capacity of the remaining structure. (2024) Post Construction Inspection, Massachusetts Maritime Academy, Bourne, MA. Performed an underwater inspection of the newly refurbished pier at Mass Maritime to ensure it is in compliance with GEI’s drawings before construction was closed out. (2024) Facility Inspection, Brooklyn Cruise Terminal, New York, NY. Performed an inspection on multiple elements above and below water at the Brooklyn Cruise Terminal in Brooklyn NY, including but not limited to revetments, steel sheet pile bulkheads, timber piles, and concrete encased timber bulkheads. The data gathered was given to the primary contractor, Colliers Engineering & Design. (2024) Facility Inspection, Conley Shipping Terminal – Berth 17, Boston, MA. Performed an above and below water inspection of multiple elements of Berth 17 in the Conley Terminal. Inspection elements included timber piles, concrete decking, mooring fixtures and steel piles. The data gathered was used to evaluate the wharf for a submarine commencement ceremony and determine what repairs are required to host the submarine. (2024) Mooring Analysis, Kiewit / Austal Shipyard, Mobile, AL. Performed mooring analyses for a proposed ship lift in Mobile Alabama. Criteria for mooring was strict due to the high risk of hurricanes in the area. The mooring analysis estimated loads the structure will be exposed to given the weather conditions and ship characteristics. The output loads were used as a basis of design for the ship lift. (2024) Facility Inspection, Erie Basin, New York, NY. Performed an inspection on multiple elements above and below water at the Erie Basin in Brooklyn, NY including but not limited to revetments, steel sheet pile bulkheads, timber piles. The data gathered was used to provide repair recommendations to the client. (2023) Facility Inspection, Seagirt Marine Terminal, Baltimore, MD. Performed an above water / below water inspection on a concrete low level relieving platform. The data gathered was used to give a structural assessment of the facility to the client. (2023) Facility Inspection, Boston Harbor Islands, Boston, MA. Performed above water / below water inspections of the ferry landing structures at Grape, Bumpkin, Lovells, Gallops, Georges, Spectacle, Peddocks, and Little Brewster Islands. The ferry landings included timber pile and concrete pile supported piers, barges, gangways, revetments, and retaining walls. The data gathered was used to give a structural assessment of the facilities to the client. (2022) Cost Estimation, Newburyport Wharf, Newburyport, MA. Provided a cost estimate for a full bulkhead / wharf replacement to the Town of Newburyport MA so they can secure FEMA funding. (2022) Fender Design, Massachusetts Maritime Academy, Bourne, MA. Designed a fender system as part of the larger pier renovation project. Performed calculations to determine the size of the fender required to withstand the applied ship loading and performed calculations to ensure the fender itself has sufficient capacity to withstand these loads. (2022) EDUCATION M.S., Structural Engineering, University of Massachusetts, Amherst B.S., Civil Engineering, University of Massachusetts, Amherst A Entry Level Diver Tender, Minnesota School of Diving INDUSTRY/GEI EXPERIENCE 5 years/3 years REGISTRATIONS & LICENSES Professional Engineer, MA TRAINING AND CERTIFICATIONS OSHA 10 CPR/AED & First Aid Entry Level Diver / Tender (ADCI) FAA Part 107 Certified (Drone) GEI Consultants | City of Sunny Isles Beach | RFQ 26-07-01 88 EDUCATION M.S., Geology, Georgia State University B.S., Earth and Atmospheric Sciences, Georgia Institute of Technology INDUSTRY/GEI EXPERIENCE 26 Years / 3 Years REGISTRATIONS & LICENSES Alabama Professional Geologist, #1651 Georgia Registered Professional Geologist, PG001964 Tennessee Licensed Professional Geologist, #6343 Texas Licensed Professional Geoscientist, Geology, #15285 TRAINING & CERTIFICATIONS OSHA 40-Hr HAZWOPER Certification PROFESSIONAL AFFILIATIONS Georgia Brownfield Association, Events and Education Committee Co- Chair Institute for Georgia Environmental Leadership (IGEL) Class of 2023 Atlanta Geological Society Jessica Turner, PG Senior Environmental Consultant Jessica Turner is a senior project manager who brings 26 years of combined experience in environmental consulting, regulatory oversight, and oilfield and utility industries. Jessica has extensive experience with real estate due diligence, Brownfield redevelopment, impacted site assessment and remediation projects regulated under RCRA, CERCLA, and state cleanup programs, and vapor intrusion assessment and mitigation. She has an excellent track record of providing outstanding customer service for clients, producing high quality technical documents, and meeting project deadlines. PROJECT EXPERIENCE Rome-Floyd County Development Authority (RFCDA), US EPA Brownfields Community- Wide Assessment Grant, GA. Project manager responsible for implementation of $500,000 assessment grant including Phase I and II ESAs, hazardous building materials surveys (asbestos and lead-based paint), community engagement, and cleanup and reuse planning. Responsible for managing grant schedules, site eligibility determinations and EPA reporting requirements. Preparation of Voluntary Remediation Program application to address lead- impacted surface soils from historic leaching lead-based paint applied to the exterior walls of former warehouses. Confidential Real Estate Developer, 200+ Acres of Land, Nashville, TN. Managed the Phase I and Phase II ESAs of a former dairy cattle farm with a concentrated animal feed operation (CAFO). Soil samples collected for analysis of metals, ammonia, nitrate/nitrite, and phosphorus did not identify elevated concentrations, allowing for the redevelopment to proceed as planned. Raceway, Former Gas Station, Kingston, TN. Groundwater and vapor intrusion investigation at a former UST facility. Developed the remediation design for achieving risk based cleanup levels for future commercial use documented in the Risk Analysis Report (RAR) submitted to TDEC. Confidential Pipeline Client, Pipeline Terminal Facilities, NC, TN, and VA. Project Manager responsible for overseeing the Phase II ESA soil and groundwater investigations at pipeline terminal facilities to establish baseline conditions prior to property transfers. Blue Water Development Corp., Jellystone Campground, KY. Managed the Phase I and Phase II ESAs of a RV campground with expansion plans. Historic natural gas wells were identified with no documentation regarding waste disposal practices during their development, use and abandonment. Geophysical surveys and soil sampling were conducted to evaluate these potential historical impacts. Confidential REIT Entities, Mobile Home Parks, Nationwide. Managed multiple Phase I and Phase II ESAs of mobile home communities across the country. Identified RECs included gasoline, diesel, and heating oil USTs/ASTs, maintenance facilities, and clandestine drug labs (CDLs). Confidential Petroleum Pipeline Client, Warehouse Facility, Austell, GA. Project Manager responsible for the soil and groundwater investigation and preparation of a Prospective Purchaser Corrective Action Plan (CAP) for a commercial Brownfield redevelopment project with impacts from former automotive and equipment maintenance activities. Delineated, excavated, and disposed of metals-impacted soil to meet non-residential future use criteria. Prepared the Compliance Status Report (CSR) demonstrating compliance for future commercial use. Confidential REIT Entity, Agricultural and Wooded Parcels, Nationwide. Conducted numerous Phase I and Phase II ESAs of large agricultural and wooded parcels. Identified potential concerns included pesticide storage, farm equipment maintenance operations, cattle dip tanks, crude oil pipelines, wells, and bulk storage tanks, former orchards, application of biosolid fertilizers with potential PFAS, and adjoining/nearby manufacturing facilities. GEI Consultants |City of Sunny Isles Beach |RFQ 26-07-01 89 GEI Consultants |City of Sunny Isles Beach |RFQ 26-07-01 90 Jessica Turner, PG Confidential Bank Client, Automotive Dealership Portfolio, Wichita, KS. Managed Phase I and Phase II ESAs of three car dealerships assessing impacts of former ASTs and USTs, automotive maintenance operations, and historic oil wells. Identified petroleum-impacted groundwater from a former oil production well. Trammel Crow Residential, Alexan 880 Apartments, Atlanta, GA. Project Manager responsible for coordinating soil remediation and vapor mitigation system installation for a mixed-use Brownfield redevelopment project with impacted soil and groundwater from historic onsite and o-site sources. Prepared the CSR and Cost Certification for submittal to Georgia EPD. US Army, Fort Gillem, Forest Park, GA. Regulatory oversight of CERCLA soil, groundwater, and vapor intrusion site investigation and remediation activities in preparation for redevelopment through BRAC. Impacted areas included two hazardous waste landfills, former mustard bomb disposal area, multiple UST sites, former motor pool facility, multiple fleet maintenance and storage buildings, and a wastewater treatment plant. Confidential Pulp and Paper Manufacturing Clients, Solid Waste Landfills, IN, VA, ON. Project Manager responsible for routine monitoring and reporting for methane and groundwater, leachate collection, and landfill cap inspections and implementation of necessary O&M activities for five closed permitted solid waste landfills in Indiana, Virginia, and Ontario, Canada. PRESENTATIONS We Bought What? One Development Authority’s EPA- Funded Accelerated Assessment of a 132-Acre Property, J. Turner, 2025 National Brownfields Conference, Chicago, IL, August 5, 2025. Case Study: We Bought What? Rome-Floyd County Development Authority’s EPA-Funded Accelerated Assessment of a 132-Acre Property, J. Turner, M. Kendrick, D. Hayes, and S. Gugolz, Georgia Brownfields Association (GBA) Seminar Panel Discussion, Atlanta, GA, April 16, 2025. Complex Brownfield Projects, Turner, J. and Horwitz, S., Georgia Brownfield Association (GBA) Seminar Presentation, Atlanta, GA, April 9, 2024. Brownfield Corrective Action with Revised Risk Reduction Standards, Turner, J. and Alexander, S., GBA Workshop Presentation, April 23, 2019. Former Gulf Ordnance Plant Assessment, Aberdeen, MS and Krog Street Redevelopment, Atlanta, GA, Turner, J., Southeast Brownfields Workshop Poster Presentation, November 7-8, 2017. EDUCATION B.A., Geology, University of Kentucky INDUSTRY/GEI EXPERIENCE 16 Years / 12 Years REGISTRATIONS & LICENSES Professional Geologist, FL No. 2803 Professional Geologist, NC No. 2334 Professional Geologist, GA No. 2162 Professional Geologist, VA No. 002270 Project Management Professional, No 2212559 TRAINING & CERTIFICATIONS OSHA 40-Hour HAZWOPER Training OSHA 8-Hour HAZWOPER Refresher OSHA HAZWOPER Supervisor Training Adult First Aid-CPR-AED PROFESSIONAL AFFILIATIONS National Groundwater Association, Member Groundwater Professionals of North Carolina, Member Association of Environmental & Engineering Geologists, Member Brooke Y. Bennett, PG, PMP Senior Geologist Brooke Bennett is a geologist and certified Project Management Professional with over 15 years of consulting experience in environmental and hydrogeologic investigation and remediation. She has specialized in management and implementation of complex subsurface investigations and multi-disciplinary teams for a variety of industries including former manufacturing plants (MGP), railroad facilities, active and former industrial/ manufacturing sites and private commercial interests. Her experience has included evaluations of various surface and subsurface media types with teams to serve client’s environmental, geotechnical, and water resources needs. Her focus is on eective management, eicient data collection, and innovate data analysis and data presentation. PROJECT EXPERIENCE Natural Spring Sites, Private Water Supply Company, Georgia, Texas, and South Carolina. Project Manager and Geologist assessing natural spring water locations for bulk bottling operations at various sites in the South. Projects consisted of site reconnaissance to identify potential spring sources and assessment activities to understand water quantity, water quality, and sustainability. Additional project activities include aquifer testing to establish identity to spring sources and collect necessary data for evaluation of aquifer transmissivity, specific yield, and production well design in compliance with State, FDA, and AWWA standards. Former Dry Cleaning Facility, Borden Dairy of Florida, LLC, Winter Haven, FL. Project Geologist for a groundwater investigation of elevated chlorinated VOCs at a former dry cleaning facility located on an active dairy processing and bottling plant. Performed assessment of current subsurface geologic and hydrogeologic conditions including groundwater delineation and quarterly monitoring under FDEP guidelines. Natural Spring Sites, Private Water Supply Company, Georgia, Texas, and South Carolina. Project Manager and Geologist assessing natural spring water locations for bulk bottling operations at various sites in the South. Projects consisted of site reconnaissance to identify potential spring sources and assessment activities to understand water quantity, water quality, and sustainability. Additional project activities include aquifer testing to establish identity to spring sources and collect necessary data for evaluation of aquifer transmissivity, specific yield, and production well design in compliance with State, FDA, and AWWA standards. Waterfront Redevelopment, PN Homan, Washington, D.C . Geologist assisting with due diligence and environmental assessments supporting a multi-phase waterfront redevelopment project along the Washington Channel. Activities included groundwater sampling, NPDES permit support, environmental assessments, and regulatory coordination. Former Manufactured Gas Plant Site, City of Alexandria, Alexandria, VA. Project Geologist evaluating MGP-related sediment impacts within the Potomac River to support remedial design and bid package development. Conducted sediment investigations, data gap analyses, conceptual site model refinement, and remediation planning. Allied Paper/Portage Creek/Kalamazoo River Superfund Site, Plainwell and Otsego, MI. Senior Geologist assisting a program to provide remedy for 10 miles of the Kalamazoo River impacted PCB in sediment and floodplain soils as part of a Consent Decree. Assisting multidisciplinary team with pre-design investigation activities, quality assurance/quality control, and field optimization procedures. Responsible for development and maintenance of electronic field data forms for all aspects of data collection, field data quality, training of field sta, and leading investigation strategy of one of the three program subareas. Former Manufactured Gas Plant Site, Major Southeastern Utility, Elizabeth City, NC. Project Geologist for multi-phase remedial investigation and remedial design of a former MGP facility located in Coastal Plains North Carolina adjacent to a hardwood wetland. GEI Consultants |City of Sunny Isles Beach |RFQ 26-07-01 91 GEI Consultants |City of Sunny Isles Beach |RFQ 26-07-01 92 Brooke Y. Bennett, PG, PMP Activities included delineation of soil, sediment, and groundwater impacts, wetland evaluation support, ecological risk assessment coordination, and remedial planning. Chesapeake Propane Site, Dominion Energy, Chesapeake, VA. Geologist assisting remedial design activities of a former MGP waste site planned for redevelopment as open space. Performed data gap analysis, groundwater characterization, and aquifer evaluations supporting dewatering system design. Active Manufacturing Facility, Stanadyne Corporation, Washington, NC. Project Manager/Geologist for ongoing remedial investigation activities involving chlorinated solvent impacts at an active manufacturing facility. Activities have included groundwater investigations, remediation strategy development, water supply well replacement, and surface water sampling coordination with regulators. Fiber Manufacturing Facility, Ansonville, NC. Senior Geologist supporting ongoing remediation through a large- scale groundwater pump-and-treat system consisting of extraction wells, air stripping, granular activated carbon treatment, and NPDES discharge compliance. GEI also conducted source area investigations, soil remediation design, construction oversight, and post-remediation monitoring. Proposed Power Plant Facility, Private Developer, New Jersey. Project Manager assisting a development team with groundwater permitting for a proposed power plant facility in the New Jersey Highlands Region. Tasks included evaluation of water supply wells, aquifer testing, well redevelopment, capacity assessments, and NJDEP permitting support. Former Manufactured Gas Plant, Major Northeast Utility, NY. Geologist performing environmental data evaluation across multiple sites following observations of NAPL impacts in an adjacent waterway. Activities included analysis of environmental data and development of 2D and 3D models to evaluate contaminant migration pathways to sediments. Various Asphalt, Textile, and Dry Cleaning Facilities, Multiple Cities, NC. Conducted groundwater and surface water investigation and monitoring activities. Responsibilities included environmental data management, groundwater modeling, contaminant migration evaluation, and remediation performance assessments. Active Quarry, 3M Pittsboro, NC. Project Geologist leading hydrogeologic investigations to determine season high water table and groundwater conditions supporting stormwater detention basin design. Activities included water-level monitoring, slug testing, and evaluation of subsurface hydraulic conditions. Former Manufactured Gas Plants, Major Northeast Utility, Elizabeth and Flemington, NJ. Geologist assisting remedial investigations and remedial action activities involving MGP-related constituents and NAPL. Activities included groundwater investigations, DNAPL delineation, hydrogeologic assessments, remediation planning, and regulatory reporting. HUD Part 58 Environmental Assessments, City of Durham Department of Community Development, Durham, NC. Project Manager for environmental assessments conducted in accordance with HUD environmental review requirements and ASTM Phase I ESA standards. Evaluated various environmental conditions including brownfields, soil vapor concerns, and groundwater impacts. Former Manufactured Gas Plant Site, Ameren Services, IL. Geologist assisting program management services for a large MGP remediation program. Activities included investigation review, remediation planning, contractor oversight support, bid package preparation, and remediation audits. Groundwater Monitoring, Former Railroad Fuel Rack Site, Norfolk Southern Corporation, Monroe, VA. Geologist for a semiannual groundwater monitoring program involving groundwater sampling, LNAPL gauging, data evaluation, reporting, and support of site closure activities. Former Railroad Site, Norfolk Southern Corporation, Lenoir City, TN. Project Geologist assisting remedial action activities following development of a sinkhole within an infiltration basin. Activities included geophysical investigations, groundwater evaluations, subsurface characterization, and sinkhole stabilization oversight. Remedial Investigations, Former Manufactured Gas Plant Sites, Duke Energy, High Point and Salisbury, NC. Geologist and field team leader supporting remedial investigations involving soil and groundwater impacts. Responsibilities included monitoring well installation, groundwater sampling, data analysis, and regulatory reporting. Site Investigation, Active Petroleum Refinery, Western Refining, Yorktown, VA. Sta Geologist conducting soil and groundwater investigations at an active refinery facility. Activities included site characterization, groundwater sampling, remedial action support, air monitoring, data interpretation, and regulatory reporting. EDUCATION B.S., Environmental Engineering, North Carolina State University B.A., Political Science, North Carolina State University INDUSTRY/GEI EXPERIENCE 30 Years / 15 Years REGISTRATIONS & LICENSES Professional Engineer, FL No. 67070 Professional Engineer, NC No. 026525 TRAINING & CERTIFICATIONS 40-Hour OSHA HAZWOPER Christopher Bradley, PE Senior Environmental Consultant Christopher Bradley provides experience in environmental services to a variety of clients, with a focus in utility and railroad sectors. Mr. Bradley is an environmental engineer and senior project manager of programs and projects that require environmental investigation, site characterization, remedial design, bid, procurement; oversight and management of long-term obligations including liability cost estimating, insurance recovery, and external reporting. Mr. Bradley is a Vice President at GEI. leading multidisciplinary environmental projects and supports clients with strategic, technical, and regulatory solutions tailored to their project objectives. PROJECT EXPERIENCE Former Manufactured Gas Plant Remedial Design and Onsite Management, Confidential Client, FL. Site Manager responsible for remedial design, contracting, onsite construction management, and stakeholder and regulatory (State and Federal) interaction. Remedial measures included extensive shoring with sheetpile, dewatering by wellpoints, river coerdam construction, excavation/disposal of 70,000 tons of impacted material, and site restoration. Former Manufactured Gas Plant (MGP) Program Management, Confidential Client, Multiple Sites, GA & FL. Responsible for program management of a former MGP site group of sites located in Florida and Georgia. Responsibilities included management of information and communications of multiple consultants working on developing budgets, semi-annual update of liabilities for internal and external reporting, communications to the Public Service Commission, monthly reporting, scheduling, and a resource to aid client with technical, stakeholder, and regulatory issues. Active Fish Camp Rail Facility, Confidential Client, FL. Project Manager responsible for permitting and local stakeholder relations related to all aspects of fueling over-water fueling facilities, stormwater conveyance, contracting and oversight of floating dock installation, and additional facility upgrades. Former Manufactured Gas Plant (MGP) Site Remedial Investigation and Implementation, Confidential Client, NC. Project Manager responsible for remedial investigation and remedial action activities to delineate impacts in soil, groundwater, surface water, and sediments at the former MGP site, including wetland properties downgradient of the site and an adjacent creek. Onsite remediation included dewatering and excavation supported by benching, sloping, and modular shoring. Osite impacts did not require active remediation as concluded in the human health risk assessment and a levels 1through 3 ecological risk assessment. Mr. Bradley’s duties also included regulatory, legal, and stakeholder relations, technical oversight, preparation of engineering estimates, liability cost estimating and insurance recovery support, strategy development, and providing information related to the site for client internal and external reporting. Currently the site is in a period of post-remediation groundwater monitoring with monitored natural attenuation the likely remedy with property-use restrictions recorded in deed notices. Canal and Wetlands Former Manufactured Gas Plant (MGP), Confidential Client, Valdosta, SC. Project Manager responsible for remedial design, contracting, and implementation of a soil and sediment removal action to address coal tar residuals, canal and wetland restoration, management of a groundwater monitoring program land treatment site, and design, installation, and operation of a groundwater remediation system. Also served as Site Manager during previous onsite excavation, transport, and disposal of 60,000 tons of MGP impacted soils. Expedited Site Remediation Under the North Carolina Department of Environment and Natural Resources Registered Environmental Consultant Program, Confidential Client, NC. Project Manager responsible for an expedited remediation project at an electric utility’s former service center, with project completion and No Further Action status achieved. Remediation consisted of excavation and o-site disposal of 4,000 tons of GEI Consultants |City of Sunny Isles Beach |RFQ 26-07-01 93 GEI Consultants |City of Sunny Isles Beach |RFQ 26-07-01 94 Christopher Bradley, PE contaminated, non-hazardous soil and debris; site restoration; and establishment of Land Use Restrictions. Completion of the project has enabled sale of the property for redevelopment to proceed. Former Manufactured Gas Plant Program Management, Confidential Client, Elizabeth, NJ. Program Manager responsible for all phases remediation of a 24-acre former manufactured gas plant. Remedies implemented to date include excavation supported by dewatering, in situ solidification, and capping at this active gas operations facility. Responsibilities include oversight of remediation planning, design, permitting, and procurement, liability cost estimating, insurance recovery support responsible to provide remedy selection and cost input expertise based on liability reporting, client communications, and senior management of construction activities. Former Manufactured Gas Plant Site Interim Removal Action, Confidential Client, NJ. Project manager responsible for completion reporting related to an Interim Removal Action, development of a post-remediation groundwater monitoring program, investigation of an adjacent stream, reporting, and regulatory and client communications. Former Manufactured Gas Plant Onsite Management, Confidential Client, Greenville, SC. Project Engineer responsible for site supervision and operation of screening and transport of onsite soil/tar mixture to a steam generating station for co-burning in a utility boiler. Active Rail Facilities, Confidential Client, TN & SC. Project Manager responsible for National Pollutant Discharge Elimination System site-specific and General Storm Water discharge permit review, 32 site inspections, notice of intent and notice of termination application, writing Storm Water Pollution Prevention Plans, preparing and conducting Pollution Prevention Training, ongoing compliance, best management practice evaluation and recommendations, and annual Team meetings. Petroleum Refinery Interim Measures Closure of Two Solid Waste Management Units (SWMUs), Confidential Client, Yorktown, SC. Project Engineer responsible for design and implementation of interim measures closure of two SWMUs, performed Phase II soils investigation required by a Resource Conservation and Recovery Act (RCRA) consent order, and developed program and served as Health and Safety Oicer during multimedia RCRA facility investigation. Active Wood Treating Facility, Confidential Client, Florence, SC. Project Engineer responsible for quarterly performance monitoring, operation and maintenance of groundwater containment/dense nonaqueous phase liquids product recovery system, monitoring progress of bioremediation, closure of the land treatment site, an evaluation of an on-site wastewater treatment plant, and design, installation, and operation of a groundwater remediation system. Active Hunting and Recreation Camp Fueling Operation Rail Facility, Confidential Client, Dorchester, SC. Project Manager responsible for upgrade and replacement of all components of gasoline and diesel fueling facility. Former Fueling Site Closure Rail Facility, Confidential Client, VA.Project Manager responsible for ongoing groundwater and passive barrier monitoring designed to be protective of an adjacent creek. Mr. Bradley successfully negotiated a year-to-year reduction in monitoring requirements followed by ultimately gaining No Further Action status. Daniel Guth Senior Professional / Water Quality Specialist Daniel Guth is a senior professional in GEI’s Raleigh, NC office. Mr. Guth is a water quality specialist with over 15 years of experience including ecotoxicological studies, review and development of water quality criteria for the protection of aquatic life, assisting with NPDES permit review and permit applications, habitat assessments, aquatic life surveys, analysis of data and report preparation. One area of technical expertise is the development and basis of aquatic life criteria for Clean Water Act compliance, including the development and updating of toxicity databases, criteria derivation and modification, site-specific criteria development, and the use and development of metals bioavailability models, such as the biotic ligand model for derivation of site-specific metals criteria. In addition to the work in the private sector, Mr. Guth has experience in the public sector as a NPDES permit writer for Region 8 of the Environmental Protection Agency. During this time, Mr. Guth drafted NPDES permits in accordance with the Clean Water Act, federal regulations, and state water quality standards for facilities located on Tribal Lands, Lands of Exclusive Federal Jurisdiction, and Federal facilities. PROJECT EXPERIENCE MS4 Permit Compliance, University of California, Riverside, Riverside, CA. Assisted in the development of a dry weather Facility-specific Bacteria Reduction Plan (FBRP) to comply with Phase II Small Municipal Separate Storm Sewer System Permit requirements. Completed a site characterization and evaluated if, when, and where water from dry weather events could leave the campus. This information was used to evaluate whether MS4 discharges have the potential to reach downstream impaired waters. Technical Support for CDPS Permit - Data Review, Cripple Creek and Victor, Cripple Creek, CO. Reviewed concentrations of organic and inorganic parameters, Whole Effluent Toxicity (WET) test results, and basic WET chemistry to identify toxicants contributing to effluent toxicity observed in WET test failures. Summary report provided recommendations for further monitoring of specific parameters and test manipulations to conclusively identify toxicants. Site-Specific Cadmium and Zinc Criteria, Resurrection Mining, Temkin, Wielga & Hardt LLP, Leadville, CO. Drafted a Use Attainability Analysis to identify appropriate cadmium and zinc criteria for Segments 8a and 8b on Iowa Gulch. Proposed site-specific standards based on data from a multi-year biomonitoring effort to identify resident fish and invertebrate species. Resulting site-specific standards received full support from regulators and were adopted by the Colorado Water Quality Control Commission in 2019. Multi-Model Approach to Identify Cause of Effluent Toxicity, Tri-State Generation & Transmission Association, Inc., Rifle, CO. Developed an approach using Biotic Ligand and Salinity-Toxicity Relationship models to identify the toxicant(s) causing whole effluent toxicity test failures. Results from this innovative multi-model approach were used to establish treatment goals and proposed modifications to the existing treatment methods. Reasonable Potential of Aluminum Using the Bioavailable Method, North American Coal, Ackerman, MS. Assisted in the adoption of a site-specific adoption of the aluminum criteria using the EPA’s 2018 multiple linear regression (MLR) method and incorporated the use of the aluminum bioavailability method to support a finding of no reasonable potential. Mississippi Department of Environmental Quality reviewed the findings and removed aluminum limits from the facilities NPDES permit. Development of Copper Biotic Ligand Model-based Site-specific Standards for the Big Thompson River, Mott McDonald, Denver, CO. Worked to develop a Biotic Ligand Model- based, site-specific, copper standards for the Big Thompson River in Estes Park, CO. Provided testimony at the Colorado 303(d) hearing in response to the WQCD’s proposed listing of impaired segments. Assisted with data review, drafted technical reports, and helped inform strategy for additional issues related to water quality. EDUCATION M.S., Master of Science, Environmental Science, University of Colorado B.S., Zoology, Colorado State University INDUSTRY/GEI EXPERIENCE 16 years/11 years TRAINING AND CERTIFICATIONS HAZWOPER certified CPR certified PROFESSIONAL AFFILIATIONS Society of Environmental Toxicology and Chemistry: Member 2013 – 2022 Inclusive Diversity Group, Member 2021 – 2022 Rocky Mountain Chapter of the Society of Environmental Toxicology and Chemistry: Member 2013 – 2022 Board Member 2017 – 2022 North American Metals Council: Selenium Work Group Member 2016 – 2022 GEI Consultants | City of Sunny Isles Beach | RFQ 26-07-01 95 Arkansas River Site-Specific Selenium and Use Attainability Analysis, City of Pueblo, Pueblo, CO. Provided a review of fish species composition, including historic and current records, instream habitat conditions. Prepared written testimony for a proposed reclassification of the lower Arkansas River, Colorado, as well as development of ambient-based selenium criteria for three different stream segments. These ambient selenium standards were adopted by the Colorado Water Quality Control Commission. Molybdenum Aquatic Life Water Quality Criteria Development, Vranesh and Raisch, LLP, Boulder, CO. Development of appropriate aquatic life water quality molybdenum (Mo) standards for the state of Colorado. Efforts to develop a Mo standard included a literature search and data screening to ensure tests adhered to the appropriate methodology. Final acute and chronic criteria followed standard focused on the use of standard EPA criteria derivation methodology. Fort St. Vrain Water Supply Survey, Xcel Energy, Pueblo, CO. Completed an investigation and evaluated the appropriateness of a water supply use designation assigned to Segment 3 of St. Vrain Creek in Longmont, Colorado. The analysis included the identification of domestic wells within 200 feet of St. Vrain Creek and established the likelihood of a hydrologic connection between the wells and St. Vrain Creek. NISP Water Quality Effects Analysis, ERO Resources Corporation, Denver, CO. Assisted with evaluation for the potential for direct and indirect water quality impacts related to different water supply alternatives in the Poudre River Watershed. This analysis was part of the Supplemental Draft Environmental Impact Statement for the Northern Integrated Supply Project (NISP) and included a water quality assessment of over 100 regulated constituents representing 43 surface water and 8 ground water sites longitudinally distributed over 60 river miles. Clear Creek Water Quality Standards, MillerCoors Brewing Company, Golden, CO. Participated in the development of site-specific water quality standards for Clear Creek. Project included evaluation of the existing water quality database for the presence of outliers and potential data gaps, as well as a review of potential new toxicity data. The site-specific standards were adopted by the Colorado Water Quality Control Commission. Chloride Aquatic Life Water Quality Criteria Review and Update, Vranesh and Raisch, LLP, Boulder, CO. Reviewed and completed a toxicity database update based on a literature review of the hardness and sulfate-based chloride aquatic life criteria currently applied in Illinois, Iowa, and Indiana. Evaluated whether the hardness and sulfate-based criteria would be appropriate for use in Colorado. Metals Criteria Review for Use in NPDES Discharge Permit, MineWater LLC, Alma, CO. Led field effort to identify sampling locations in multiple drainages and obtain access to private property. Field sampling includes backpack electrofishing for population estimates, field fish identifications, collection of benthic invertebrates using multiple sampling techniques, and habitat evaluations. Drafted an evaluation of existing stream metals standards and estimated revisions to the existing metals standards based on anticipated resident species. Biomonitoring Support and Selenium Bioaccumulation Modeling, Seneca Coal Company, Peabody Energy Subsidiary, Hayden, CO. Development of regulatory responses for a Notice of Violation and corresponding biomonitoring necessary to address selenium compliance and associated stream classifications on several tributaries to the Yampa River near Hayden, CO. Compiled a selenium database of invertebrate, fish, and periphyton tissues, sediment, and water column concentrations and modeled selenium transport through the food web. Emergency Environmental Permitting for Dam Reconstruction, Big Elk Meadows Association, Lyons, CO. Performed field investigations related to wetlands and sensitive habitats, as well as supported all associated environmental permitting through FEMA and U.S. Army Corps of Engineers, Omaha District prior to construction. Additionally, we completed acquisition of a NWP 27 for the restoration of each reservoir to replace aquatic habitat as a result of flood impacts. GEI Consultants | City of Sunny Isles Beach | RFQ 26-07-01 96 Daniel Guth Paul C. Jansen Senior Project Manager Paul Jansen specializes in leading design teams from the feasibility stage through design, remediation, and closure for a variety of clients with a focus on refining, railroads, utilities, and manufactured gas plant sites and has developed an expertise in-situ solidification treatability, pilot testing, and implementation of ISS remedies and sediment-dredge-cap remedies. Mr. Jansen joined GEI in 2011 and is responsible for overall project delivery of remediation projects (quality, schedule and budget) and to provide technical design leadership; contracting support; constructability reviews; third party reviews; project change order negotiations; and conflict resolution for subcontracts and client contracts. PROJECT EXPERIENCE Hunts Point Site F In-Situ Solidification (ISS) Remedy, New York City Economic Development Corporation, Bronx, NY (Current). Senior consultant and reviewer for the design and implementation of 160,000 cubic yards of purifier waste and coal tar ISS, cutoff wall, and landfill cover system estimated at approximately $35 M construction cost. Challenges include work adjacent to the Bronx River and the nation’s largest food distribution center. Alexandria Former Manufactured Gas Plant, City of Alexandria, VA. Senior consultant for a pre-design-investigation and design lead for a remedial dredge and reactive cap project on the Potomac River located near active utilities in an urban setting. Worked with the City to revise the conceptual site model of the outgoing consultant, revise the work plan that had been accepted by the state, and navigate through multiple levels of internal client, regulator, and stakeholder review. Florida Avenue Former Manufactured Gas Plant, South Jersey Gas Company, Atlantic City, NJ. Senior consultant and reviewer for in-situ solidification (ISS) treatability program, ISS design, and engineering oversight for building demolition and 100,000 cubic yards coal tar impacted site. Beach Thorofare, South Jersey Gas, Atlantic City, NJ. Senior consultant and strategist for the alternative analysis for in-situ solidification of sediments verse dredge options for an approximate 75,000 cubic yards 25 feet deep manufactured gas plant impacted sediment profile. Senior reviewer of associated treatability study. New Bedford Former Manufactured Gas Plant, Eversource, New Bedford, MA. Senior consultant/reviewer for in-situ solidification treatability and bucket mixing design of former gas holders for an excavation, solidification, and cover remedy. The work was completed in 2017. Boston Harbor Berth 10 Expansion, Massachusetts Port Authority, Boston, MA (2017- 2018). Senior consultant and environmental strategist for an integrated soil and sediment impacted nonaqueous phase liquids in-situ solidification (ISS) and bulkhead design for a new wharf extension and ISS of submerged sediment embayment and channel dredging of impacted sediment required to deepen the berth. Hunts Point Site D Alternatives Analysis and Area A Construction Support, New York City Economic Development Corporation, Bronx, NY (Current). Senior consultant and reviewer for treatability study, preliminary design concept and alternatives analysis and costing for Site D purifier waste and coal tar impacted site. Bid support, senior construction management and engineering support for Area A remediation work completed in 2018. Washington Manufactured Gas Plant (MGP) Site Design and Construction Management, FirstEnergy Corporation, Washington, NJ. Senior consultant for a former MGP site located in Washington Borough, NJ for a shallow excavation and ISS bucket mixing project including treatability study work plans, specifications, bid review, contractor selection, change order review, mentoring of owner’s field staff, and quality assurance/quality control. EDUCATION B.S., Construction Engineering and Management, University of Wisconsin, Madison INDUSTRY/GEI EXPERIENCE 32 years/9 years TRAINING AND CERTIFICATIONS OSHA 40-hour Hazardous Waste Safety Training Course (1992) OSHA 8-hour Site Supervisors Course OSHA Annual 8-hour Refresher Course Annually (2015) AWARDS Author and corporate recipient of American Council of Engineering companies of North Carolina, 2003 Honor Awards for “Remediation and Restoration of a Former Coal Gas Plant” GEI Consultants | City of Sunny Isles Beach | RFQ 26-07-01 97 Former WPS Marinette Manufactured Gas Plant Site, WEC Energy Group, Marinette, WI (2018). Third party review of another consultant’s remedial design work plan and pre-design investigation approach on this Superfund Alternative Site involving principal threat waste, excavation adjacent to critical infrastructure, and technical impracticability arguments. Nyack Former Manufactured Gas Plant Site, Confidential Client, Nyack, NY (2012 to 2015). Design lead and project manager for an $8 million in-situ solidification and dredge and cap remedy involving intertidal ISS in the Hudson River, jet grouting at bedrock, cofferdam design, USACE permitting, turbidity monitoring, living shoreline restoration, and closure reporting. Gastown Former Manufactured Gas Plant (MGP) Site, National Fuel Gas, Tonawanda, NY (2013 to 2016). Design lead for the in-situ solidification (ISS) portion of the remedy including ISS to depths of 22 feet below ground, coordination with geotechnical design and building preservation, secant wall ISS applications, off-site river cofferdam design, and contractor-engaged design-bid-build delivery. Estimated project value $13 M. Project Manager and Technical Consultant, Former Manufactured Gas Plant Site, Orlando, FL (Current). Client representative on a five-company PRP, US EPA-led CERCLA site serving as both technical consultant and project manager reviewing all aspects of design, contracting, and remediation including shallow excavation, barrier wall design, ISS remedies, and complex groundwater investigations in the Upper Floridan aquifer. Hurricane and Storm Damage Reduction Project, Anselmi & DeCicco, Port Monmouth, NJ (2016-2017). Senior consultant for a multidisciplinary design using in-situ solidification ground improvement to support temporary works under a U.S. Army Corps of Engineers value engineering proposal involving cofferdams, anchored walls, diversion channels, and poor soil conditions. Pilot Demonstration of Sediment In-Situ Solidification (ISS), Electric Power Research Institute (EPRI), Springfield, MA (2013 to 2015). ISS technology lead, co-author of the Remedial Measure Work Plan and principal investigator for in-situ solidification of manufactured gas plant-impacted sediments in the Connecticut River using an auger rig on a barge to depths of 33 feet. Former Manufactured Gas Plant Site, Sanford, FL (2001 to 2011). Project Manager and Technical Consultant representing the client on a multi-party PRP, US EPA-led CERCLA site involving a 150,000 cubic yard 30-foot-deep ISS project including treatability testing, design oversight, construction inspections, sediment remediation, stream restoration, and resolution of stakeholder conflicts. Former Petroleum Storage and Trans-shipment Facility, Barrier Wall Installation, Norfolk Southern Corp., Jacksonville, FL. Design lead and senior construction manager for installation of a high-density polyethylene interlocking sheet pile barrier wall designed to prevent migration of weathered diesel fuel to the St. Johns River. As part of this remedy a former free product recovery trench was abandoned and backfilled, and the site was restored. Senior reviewer of the remedial action completion report and led successful efforts to achieve no further action status. Former Manufactured Gas Plant, Augustine, FL (1999 to 2011). Design and implementation lead for two phases of design and remediation spanning over 10 years for soil excavation and sediment dredging and capping in the San Sebastian River. Phase I consisted of a $7 M, 85,000-ton source removal project for a deep excavation and dredge and cap project for U.S. Environmental Protection Agency led remediation. Environmental Services at Black Falcon Terminal, Massachusetts Port Authority, Boston, MA. Senior in- house consultant for assessment and remediation activities related to the identification of sediments with elevated concentrations of polychlorinated biphenyls. Responsibilities included developing remediation strategies and cost estimates, dewatering and treatment options, preparing specifications, and designs for the selected remedy. Conley Fuel Terminal, South Boston, MA (2013 to 2015). Design lead and technical consulting for a $1.8 M rotary mixed (Lang Tool) in-situ solidification project to address residual nonaqueous phase liquid in a former freight terminal planned to be converted to a park. Electric Utility Power Plant, Engineering Support, Palatka, FL. Provided engineering support for stack sampling and velocity measurements for coal burning effluent stacks and sulfur dioxide scrubbers. GEI Consultants | City of Sunny Isles Beach | RFQ 26-07-01 98 Paul C. Jansen Matthew J. Kehoe, PE Waterfront Practice Leader Matthew Kehoe is a waterfront practice leader with over 18 years of practical leadership, management, and engineering experience specializing in projects relating to waterfront facilities. Matt is a professional engineer and ADCI certified commercial diver with expertise in waterfront structure condition assessment and construction support. In addition, his experience includes the design of repairs for deteriorated structures, including the development of mooring and fender systems. His keen communication skills focus on developing positive relationships with clients, architects/engineers, local authorities, and contractors while delivering cost-effective results. PROJECT EXPERIENCE Waterfront Inspection Waterfront Inspections for Various Clients in the US Northeast, including the NYC Economic Development Corporation (NYCEDC), Hudson River Park Trust (HRPT), the NYC Department of Park and Recreation (NYCDPR), and various Towns and Villages: Project Manager and Inspection Team Leader. Provided various waterfront services as part of planned improvements to waterfront properties. Key Facilities Inspected: Port Washington Town Dock, Stepping Stones Lighthouse, Bellport Municipal Dock, NYC East River Esplanade, Manhattan Heliport, Pier 40, Rockaway Beach Bulkhead, Manhattan Cruise Terminal, Brooklyn Bridge Park and World’s Fair Marina. Underwater Bridge and Waterway Inspections and Bathymetric Surveys: Project Manager & Inspection Team Leader. Performed for clients consisting of both state agencies and privately operated facilities. Work performed for public entities included inspections and surveys in compliance with either the FHWA-NHI standards or the superseding state program. The general scope of work comprised performing underwater inspections of bridge substructure units, examining channel profiles for scour and elevation changes, and leading survey teams conducting bathymetric surveys using multi-beam and echoscope technologies. Key Bridge Inspections and Channel Surveys: TBTA Verrazzano-Narrows Bridge, TBTA Throgs Neck Bridge, TBTA Cross Bay Bridge, PANYNJ Newark Airport Misc. Bridges, Phillips 66 Bayway Refinery Dams and Bridges, NYC Anchorage Channel Dredging (NYC Water Siphons and Buckeye Pipeline), USCG Station Shinnecock Access Channel, Stepping Stones Lighthouse, World’s Fair Marina, Village of Bellport Marina. Port and Terminal Facility Condition Assessments: Project Manager and Inspection Team Leader. Performed assessments for public and private agencies that manage maintenance for container and bulk carriers, passenger ships and recreational vessel facilities; domestically and internationally. Key Port Facilities Inspected: The Port of Baltimore Seagirt Marine Terminal, The Port Authority of New York & New Jersey, The Port of Los Angeles, Port of Redwood City, Chelsea Piers NYC, Wax Marina, and Glen Cove Marina. US Navy OCONUS and CONUS Facility Condition Inspections: Inspection Team Leader. Performed inspections for the Naval Facilities Engineering Command (NAVFAC) in support of naval and other military installations within the continental United States and internationally. Key US Navy Installations Inspected: Pearl Harbor Naval Shipyard, CNIC Naval Base Guam, Naval Support Facility Diego Garcia, Naval Amphibious Base Little Creek, the Atlantic Undersea Test and Evaluation Center (AUTEC), Naval Support Activity Annapolis, Naval Air Station Patuxent River, Military Ocean Terminal Sunny Point and Naval Weapons Station Earle. MOTEMS and Energy Facility Condition Inspection and Assessments: Inspection Team Leader. Performed inspections for various waterfront energy facilities and oil terminal operators, including facilities requiring inspections in compliance with California Building Code Chapter 31, Appendix F – “Marine Oil Terminal Engineering and Maintenance Standards.” Key Facilities Inspected: Con Edison Pier 98, Con Edison Farragut Substation, Con Edison Hudson Avenue, Con Edison Sherman Creek, ExxonMobil Bayonne, Shell Deer Park Marine Terminal, Phillips 66 Bayway, Phillips 66 Richmond, Plains American Pipeline EDUCATION B.S., Civil Structural Engineering, Manhattan College INDUSTRY/GEI EXPERIENCE 18 years/10 years REGISTRATIONS & LICENSES Professional Engineer, NY No. 098246; NJ No. 500200; DE No. 002006; MD No. 053034; CA No. 081527 TRAINING & CERTIFICATIONS ADCI Air Dive Supervisor Certification FHWA-NHI Safety Inspection of Bridges FHWA-NHI Underwater Bridge Inspection Transportation Worker ID Credential (TWIC) Confined Space 8-hour Entrant & Supervisor OSHA 30-Hour Construction Safety IANTD Advanced Open Water TDI Advanced Nitrox Gas Diver TDI Nitrox Gas Blender DAN Advanced Oxygen & First Aid DAN Hazardous Marine Life Training Automated External Defibrillator SERE 101 Level B Anti-Terrorism Level 1 Awareness IACET Asbestos Awareness AHA Blood Borne Pathogens Smith System Driving FAA sUAS Pilot (Part 107 GEI Consultants | City of Sunny Isles Beach | RFQ 26-07-01 99 Richmond, US PowerGen Narrows, US PowerGen Gowanus, and Astoria PowerGen. Rehabilitation Engineering & Construction Support Services Brooklyn and Manhattan Cruise Terminal Piers 12, 88, 90 and 92 Construction Duration Inspections, New York, NY: Inspection Team Leader. Performed for Construction Managers contracted by the NYC Economic Development Corporation, the scope of services included performing above and underwater special inspections to monitor and verify the construction. In addition to repairs to the deck soffit, the project included encasing pile clusters and individual piles supporting Brooklyn Cruise Terminal and Manhattan Cruise Terminal Piers. Phillips 66 Bayway Refinery Steamer Docks Resident Engineering Services, New York, NY: Inspection Team Leader. Performed for a private client, the scope included full- time resident engineering services and performing above and underwater special inspections relating to the rehabilitation of the deteriorated concrete pile foundation, framing system and the installation of a sacrificial cathodic protection system. Project required facilitating proactive and effective communication between the Construction Manager and Contractors, and the ability to designate and develop revised designs as needed in response to unforeseen conditions. East 34th Street Underwater Construction Inspections, New York, NY: Inspection Team Leader. Performed for the construction manager contracted by the NYC Economic Development Corporation, the scope of services included performing above and underwater special inspections to monitor and verify the construction while implementing a specially designed Microsoft Access database. In addition to repairs to the concrete framing and seawall fascia, the construction comprised encapsulating individual timbers piles and installing a sacrificial cathodic protection system. Project required facilitating proactive and effective communication between the Construction Manager and Contractors. GEI Consultants | City of Sunny Isles Beach | RFQ 26-07-01 100 Matthew J. Kehoe, PE Paul D. Landers, PE Senior Project Manager Paul Landers has 26 years of experience as a geotechnical engineer focused on the design and construction of projects in the transportation, water and wastewater treatment, environmental, commercial, and military markets. He has extensive experience with the design of deep foundations, ground improvement systems, protection of adjacent structures, and temporary shoring systems. His key strengths include developing innovative solutions to challenging problems and quality control reviews. PROJECT EXPERIENCE Bridge Fender System Analysis, Multiple Projects in Lake, Volusia, Miami-Dade, and Palm Beach County, FL: Analysis and design of bridge fender systems following the Florida Department of Transportation Structures Design Guide Volume 1 Section 3.14.D using the computer program, FB-Multipier, developed by the Bridge Software Institute at the University of Florida. This design procedure confirms that the fender system is capable of satisfying the energy requirements identified by the designer for vessel impacts. Design was provided for value-engineered alternate bid systems representing the material supplier of fiber reinforced polymer piles and components. Scope ranged from preliminary/concept analysis, through final design submissions and plan set preparation. Construction engineering was also provided to confirm as-built conditions satisfied the required design intent. National Capitol Seawall Rehabilitation, HDR Engineering, Washington, DC: Served as the lead geotechnical engineer for the design of replacement seawalls around the eastern portion of the Tidal Basin. Designed and oversaw the subsurface investigation that included traditional soil borings along with CPT and DMT testing. Ground monitoring instruments, including inclinometers, nested piezometers, ground monitoring points, and borehole extensometers, were installed in the boreholes in the Tidal Basin as well as in the borehole drilled in West Potomac Park. Provided pile design and seawall design recommendations to the design team. Also provided constructability reviews for the deep foundations which consisted of micropiles socketed into the bedrock. Helped the team prepare the RFP for the design/build contract. District Wharf DC Phase 2, Wharf Development Group, Washington, DC: Project manager for this multi-year contract which involved the combined geotechnical and environmental investigation programs for the construction of five new commercial and residential buildings sitting on a combined below grade parking structure located directly adjacent to the Washington Channel waterway and crossing over and adjacent to the WMATA Green Line Metro Tunnel. Also managed the geotechnical investigations in the water to provide design recommendations for a new bulkhead and several fixed and floating pier structures. Developed geotechnical design recommendations for the building foundations and the maritime structures. The building foundations consisted of shallow foundations bearing on rigid inclusion ground improvement in the two-level parking garage and shallow foundations bearing directly on native soils in the three-level parking garage. Managed the design of the support of excavation system used for permitting and construction supporting the Washington Channel, a 9-foot diameter DC Water outfall pipe, and adjacent structures. Assisted in the implementation and assessment of an instrumentation system installed and monitored by GEI for the WMATA tunnels, the SOE system, adjacent structures, groundwater levels, ground vibrations, utility monitoring points, inclinometers, and strain gages. RiverRenew Combined Sewer Outfall Program, AlexRenew Enterprises, Alexandria, VA: Project manager overseeing a multi-year contract consisting of the subsurface investigation program, development of geotechnical and environmental data reports, the development of project technical specifications, and the protection of adjacent structures. This project involves the design and construction of new deep tunnels to collect combined sewer overflow from the four main outfall structures in the City of Alexandria. Historic geotechnical and environmental information was collected and compiled into a common gINT enterprise database as well as a GIS database. A 3D subsurface model was developed based on all EDUCATION B.S., Civil Engineering, Virginia Polytechnic Institute & State University Coursework, Geotechnical Engineering, Virginia Tech INDUSTRY/GEI EXPERIENCE 26 years/9 years REGISTRATIONS & LICENSES Professional Engineer, VA. No. 0402038983 TRAINING & CERTIFICATIONS 10-Hour OSHA Safety GEI Consultants | City of Sunny Isles Beach | RFQ 26-07-01 101 information collected. This information was used to design the subsurface investigation program for the tunnels and shafts which consisted of over 10,000 feet of soil borings. Drilling and sampling methods included; continuous SPT, Shelby tubes, Pitcher Sampling, PMT, and sonic drilling. Electronic field forms were created to collect soil boring information, gas data, drilling quantities, and daily field reports and move this data in near real-time to a cloud-based enterprise database. Lab testing included; index testing, strength testing with ring shear, direct shear, and triaxial, permeability, consolidation, corrosivity, and soil abrasivity. Lab data was also stored in the cloud-based database. Data visualization tools were then built in multiple software systems to allow for statistical analyses to be performed to develop baseline contractual properties. Data was summarized in Geotechnical and Environmental Data Reports (GDR) and (EDR) and was used as the basis for developing the Geotechnical Baseline Report (GBR). Technical specifications were developed to define the scope of the design/build project. Fort McNair Seawall Repair Design, DSS Services, Inc., Washington, DC: Performed a subsurface investigation to assess the subsurface information in the area where a portion of the seawall along the Washington Channel was failing. The seawall ultimately failed and was removed from the area. GEI then performed the design of timber piles to support the replacement stacked stone block gravity retaining wall. Zahnisers Marina Improvements, Safe Harbor Marina, Solomon’s Island, MD: Managed our marine design team to perform a wind and wave study of the proposed marina modifications to determine dock pile layout and loading. Developed marina management recommendations for storm events. Performed lateral pile design for the dock piles based on the storm loading conditions. DC Clean Rivers Project Division D – JBAB Overflow and Diversion Structures, Washington, DC: Design reviewer for the design of a sheetpile wall system that served as the temporary support of excavation system for near surface structures surrounding the previously constructed JBAB Drop Shaft. These structures consisted of a diversion structure over the Potomac Outfall Sewer, and an overflow structure and an odor control chamber for the JBAB Drop Shaft. Supported the construction of the shoring system through responding to RFIs and developing field design changes. Oronoco Bay Remedial Design, City of Alexandria, VA: Managed this sediment dredging and capping project under direct contract with the City of Alexandria (City). Our team assessed existing sediment investigation information, collected new sediment samples, and provided an alternative dredging and capping approach of contaminated alluvial river sediments at an outfall structure in the Potomac River. Our revised design model assessing the contaminant transport allowed for a revised design which greatly simplified the dredging and capping while meeting the required remediation of the contaminants. Windmill Hill Living Shoreline, City of Alexandria, VA: Managed our role in assessing the geotechnical aspects of a living shoreline construction project. We designed a ground improvement system using wick drains and controlled filling to mitigate settlement and potential for mud waves during construction. We also performed settlement monitoring during construction to ensure that settlement was stabilized to allow for the newly planted shoreline vegetation to remain in the proper tidal range. Long Bridge Project, Alexandria, VA and Washington, DC: The Long Bridge Project will construct a new, two- track railroad bridge crossing the Potomac River next to the existing Long Bridge, creating a four-track corridor. A new bike-pedestrian bridge will also be constructed as part of the mitigation to the National Park Service (NPS) parkland and will span the Potomac River and George Washington Memorial Parkway, connecting Long Bridge Park directly to East and West Potomac Parks. Provided technical peer review on behalf of CSX for both the north and south packages of retaining wall and foundation design packages to ensure compliance with AASHTO and AREMA codes and the project technical requirements. GEI Consultants | City of Sunny Isles Beach | RFQ 26-07-01 102 Paul D. Landers, PE Rooni Mathew, Ph.D, PE Senior Waterfront Resources Engineer Rooni Mathew is a Senior Water Resources Professional. He is a subject matter expert in the numerical modeling of hydrodynamics, sediment transport and contaminant fate and transport for problems of climate change resiliency, sediment management, flood defense, infrastructure development, contaminated sediments, etc. Mr. Mathew has developed and applied 1-, 2-, and 3-dimensional models using Delft3D, (model-based and incremental knowledge engineering, environmental fluid dynamics code, extended control model, etc. in coastal, estuarine, lacustrine, and riverine settings. Mr. Mathew has extensive experience in the consulting industry performing multidisciplinary and technically challenging projects for planning-level assessments and to support engineering design. Mr. Mathew is experienced with various aspects of the project life-cycle—concept development, field sampling, feasibility study, and engineering design. Mr. Mathew regularly presents technical information for technical and non-technical stakeholders via reports, publications, and presentations. PREVIOUS PROJECT EXPERIENCE Contaminated Sediment Management for the Newark Bay Superfund Site, Cooperating Parties Group and U.S. Environmental Protection Agency, Newark, NJ: Project manager and technical lead responsible for development and application of hydrodynamic, wave, sediment transport, and contaminant transport models (using the extended control model and route cause analysis model frameworks) for a remedial investigation and feasibility study assessing contaminated sediment management alternatives. Designed targeted and efficient field sampling programs and performed data analyses in support of conceptual site model development. Presented work products at conferences and to various stakeholders. Scour Protection and Sediment Stability for the Portland Harbor Superfund Site, U.S. Environmental Protection Agency, Portland, OR: Authored guidance document for incorporating climate change resiliency in scour protection design. Developed and implemented methodology for assessing climate change impacts (sea level rise and hydrological change) on sediment stability. Applied a hydrodynamic model (using the Delft3D model framework) to assess sediment stability under the current and future climate. Contaminated Sediment Management for the Newtown Creek Superfund Site, U.S. Environmental Protection Agency, New York, NY: Conceived and implemented data analyses and numerical modeling for assessing sediment and contaminant source control measures, and for independent assessment of third-party work products. Provided oversight of third-party hydrodynamic, sediment transport, and contaminant transport modeling (using the Environmental Fluid Dynamics Code model framework) designed to assess the feasibility of contaminated sediment management alternatives. National Lakes Sedimentation Assessment, Ireland Environmental Protection Agency, Ireland: Developed and implemented innovative approaches to estimate sedimentation rates in approximately 800 lakes in Ireland. Analytical lake-scale mass balance approaches and numerical watershed-scale approaches investigated and implemented. Results were used to identify lakes with high sedimentation issues. Sediment Scour Protection for Hunters Point, U.S. Navy, San Francisco, CA: Applied hydrodynamic and wave models (using the model-based and incremental knowledge engineering model framework) to characterize currents and waves during extreme events, including future climate change impacts at Hunters Point in San Francisco Bay. Model results were used to support the design of an armor layer for capping contaminated sediments. Achieved cost-effective and timely project completion by proposing use of pre-existing third- party model application. Contaminated Sediment Management for the Lower Passaic River Superfund Site, Cooperating Parties Group, Newark, NJ: Project manager and technical lead for development of hydrodynamic, sediment transport, and contaminant transport models (using the extended control model and route cause analysis model frameworks) for EDUCATION Ph.D., Sediment Transport, Delft University of Technology, Netherlands M.S. Civil and Environmental, Duke University B.E., Civil Engineering, University of Pune, India INDUSTRY/GEI EXPERIENCE 24 years/1 year REGISTRATIONS & LICENSES Professional Engineer, NY No. 107633 PROFESSIONAL AFFILIATIONS American Society of Civil Engineers GEI Consultants | City of Sunny Isles Beach | RFQ 26-07-01 103 a remedial investigation and feasibility study assessing contaminated sediment management alternatives. Designed targeted and efficient field sampling programs and performed data analyses in support of conceptual model development. Ensured project success by conceptualizing and implementing original formulations for fine sediment transport and morphological modeling. Presented work products at conferences and to various stakeholders and published in scientific journals. Navigation Channel Deepening Impacts Assessment for Coos Bay, U.S. Army Corps of Engineers, Coos Bay, OR: Supported the development and application of coastal hydrodynamic, wave, and sediment transport/morphological models (using the Delft3D model framework) of Coos Bay. The modeling efforts were part of the environmental impact assessment associated with the proposed deepening of the existing navigation channel. The models were used to estimate future sedimentation and maintenance dredging rates, as well as the fate of dredged material placed at an offshore disposal site. Navigation Channel Sediment Management for Buenaventura Bay, Port of Buenaventura, Buenaventura, Colombia: Led the feasibility study to address sedimentation issues at the Port of Buenaventura. Responsibilities included the development of a data collection program, analysis and review of various datasets, development of conceptual site model, and development of a numerical hydrodynamic and sediment transport model (using the Delft3D model framework). The model was used to assess ongoing and future trends of sedimentation within the berths and navigation channel in Buenaventura Bay. The model was used to develop engineering alternatives to prevent or reduce the ongoing sedimentation and therefore reduce the frequency of maintenance dredging. Coastal Flood Defense for Meadowlands, New Jersey Department of Environmental Protection, Meadowlands, NJ: Technical lead providing oversight services for the development of hydrodynamic and wave models of the Hackensack River and Meadowlands wetlands (using the Delft3D model framework). The project is part of the Rebuild by Design program funded by the federal government following Hurricane Sandy. The models were used for a feasibility study of various measures designed to provide protection from storm surge flooding. Coastal Flood Defense for Hoboken, New Jersey Department of Environmental Protection, Hoboken, NJ: Technical lead providing oversight services for the development of hydrodynamic and wave models of the Hudson River and the city of Hoboken (using the model-based and incremental knowledge engineering model framework). The project is part of the Rebuild by Design program funded by the Federal Government following Hurricane Sandy. The models were used for a feasibility study of various measures designed to provide protection from storm surge flooding. Navigation Channel Sedimentation Assessment, U.S. Army Corps of Engineers, Norfolk, VA: Technical lead responsible for developing estimates of future sedimentation and maintenance dredging rates following the deepening of the navigation channels in Norfolk Harbor and Chesapeake Bay. Estimates of future maintenance dredging rates developed using a spreadsheet-based tool based on various analytical and empirical approaches described in the literature. Navigation Channel Sedimentation Assessment, Moffatt and Nichol, Santos, Brazil: Led a conceptual study of sediment management problems in the Port of Santos in Brazil. The effort involved literature review and limited numerical modeling (using the Delft3D model framework) aimed at developing an understanding of the hydrodynamic and sediment transport processes in the port, estuary, near-shore coastal zone, and inter-tidal wetlands. The study was designed as a conceptual analysis of the processes affecting sedimentation and shoreline changes and to develop potential sediment management strategies. Study presented at an international conference in Santos, Brazil. Contaminated Sediment Management for the Housatonic River Superfund Site, U.S. Environmental Protection Agency, Pittsfield, MA: Developed hydrodynamic, sediment transport, and contaminant transport models (using the environmental fluid dynamics code model framework) to assess contaminated sediment management alternatives for the river and adjacent 10-year floodplain. Performed data analyses to develop initial conditions and boundary conditions, to understand and parameterize fate and transport processes, developed linkages with watershed and foodchain models, and developed model performance metrics. Applied model to simulate and compare various remedial alternatives involving technologies such as bank stabilization, capping and dredging. Effect of remedial technology on sediment and contaminant transport during and after remediation as well as sediment stability under a “extreme” flood-event scenario examined. SELECTED PRESENTATIONS AND PUBLICATIONS Mathew R (member of the Navigation Channel Sedimentation Task Committee), 2023. Navigation Channel Sedimentation Solutions. ASCE Manuals and Reports on Engineering Practice No. 156. https:// doi.org/10.1061/9780784485149.fm Mathew R, R Bubnyte, and E Garland, 2023. Anthropological Impacts on Morphology and Contamination on the Newark Bay Southwestern Sub-Tidal Shallows. 11th Battelle Sediments Conference. Mathew R, and J Winterwerp, 2022. Morphodynamic Modeling and Morphological Upscaling in a Fine Sediment System, Advances in Water Resources, 166:104224 https://doi.org/10.1016/j. advwatres.2022.104224 Mathew R, 2021. Transport and Morphodynamics in a Fine Sediment Estuary, PhD thesis, Delft University of Technology, Netherlands https://doi.org/10.4233/uuid:67cefd79-5a66-46ff-982c-1d0885bf8d2c GEI Consultants | City of Sunny Isles Beach | RFQ 26-07-01 104 Rooni Mathew, Ph.D, PE EDUCATION M.S., Aquatic Resource Management, King’s College London, United Kingdom B.S., Zoology, University of California, Santa Barbara INDUSTRY/GEI EXPERIENCE 15 Years / 5 Years TRAINING & CERTIFICATIONS GEI Project Managers Workshop, March 2024 Red Cross First Aid/CPR Certification, December 2022 Level 1 Venomous Snake Handling Certification: Save the Snakes, July 2022 California red-legged frog (Rana draytonii) workshop: J. Alvarez, J. Wilcox, May 2021 Grant Writing Workshop: Sierra Club, May 2020 50 Plant Families: Jepson Herbarium, April 2019 Aquatic and Semi-Aquatic Herpetology Workshop: CA Central Coast Chapter of The Wildlife Society, April 2018 CEQA for Biologists: AEP, 2016 PROFESSIONAL AFFILIATIONS The Wildlife Society, North Carolina Section Association of Women in Water, Energy, and Environment Triangle Women in STEM Melinda Mohamed Ecologist and Project Coordinator Melinda Mohamed is an ecologist and project coordinator. She has over 15 years of experience in interpreting local, state, federal, and international environmental policy, writing and presenting scientific information to audiences of varying scientific backgrounds, and independently surveying and collecting data on sensitive natural resources in remote areas. Melinda has a wide variety of consulting experience, including frequent site assessments, authoring sections of California Environmental Quality Act (CEQA)-level and other assessment reports, and biological monitoring for special-status species. She has multiple years’ experience in northern California conducting surveys, monitoring for high profile special-status species, and preparing reports for state and federal agencies, including NMFS, USFWS, and CDFW. In addition, Melinda worked for 1.5 years on a high-profile commercial solar energy development project in coordination with local and state agencies. Melinda has a wide range of knowledge and multiple years academic work in freshwater and marine systems. Her undergraduate experience included research into aquatic wildlife communities in the Eastern Sierra Nevada. Ms. Mohamed’s post-graduate work included an internship with Point Blue Conservation Science investigating the role of newly implemented Marine Protected Areas on nearby marine wildlife. She completed her Master’s thesis work with the World Wildlife Fund (WWF) in the UK investigating international commercial tuna fishing practices. PROJECT EXPERIENCE Tide’s End Multibenefit Restoration Project, Ecosystem Investment Partners, Yolo County, CA. Ecologist for the project that would connect contiguous properties and complete a 10-mile landscape corridor of uninterrupted floodplain and wetland habitat in an area of the Delta critical for smelt and salmonid habitat restoration. The Project would restore and enhance tidal wetland, floodplain habitat, and managed floodplain habitat (including managed wetlands for waterfowl, floodplain agriculture, and associated infrastructure) across the entire 2,212-acre Project area. Proposed Project activities would further the goals and objectives of the Central Valley Flood Protection Plan and other systemwide priorities by managing floodway roughness, maintaining long-term flood capacity, and reducing potential flood encroachments in the Yolo Bypass. Leading the preparation of permit applications for Clean Water Act Section 404 and 401 and preparing the Lake and Streambed Alteration Agreement section of the Restoration Management Permit as well as preparing the CVFPB permit application. The project is following the Statewide Restoration Grant Order permitting process and Melinda is assisting on applications and species relocation plans for northwestern pond turtle, giant gartersnake, and special-status fish. Central Valley Flood Protection Plan Conservation Strategy, California Department of Water Resources, Sacramento, CA. Ecologist who assisted team and DWR with development of the CVFPP Conservation Strategy. Development of the Conservation Strategy included identifying ecosystem restoration opportunities throughout the CVFPP Systemwide Planning Area and delineating, at a conceptual level, specific river reaches where key ecosystem functions could be restored and incorporated into CVFPP Management Actions. Coyote Creek Flood Protection Project EIR and WIFIA PEAQ, Santa Clara Valley Water District, Sunnyvale, CA. Assistance in providing CEQA compliance document and NMFS Biological Assessment for Valley Water’s CCFPP to develop flood protection measures including berms, floodwalls, passive flood barriers, and additional flood protection measures along Coyote Creek within the City of San Jose. GEI is preparing environmental studies and CEQA/NEPA documents on an aggressive schedule. GEI Consultants | City of Sunny Isles Beach | RFQ 26-07-01 105 MOTCO Cross Track and Run-Around Track Project, U.S. Army Corps of Engineers, Concord, CA. Project coordinator for a rail upgrade at the MOTCO naval facility near Concord. Coordinated aquatic resources delineation and federally regulated species habitat assessment primarily for salt marsh species. Granite Construction; New Sacramento Weir, Widened Bypass, and Fish Passage Facility, Yolo County, CA. Project coordinator for oversight of environmental compliance during construction providing biological and environmental compliance support including preconstruction clearance surveys, compliance monitoring, fish handling and relocation, management plan development, and regulatory guidance. Applied and received CDFW handling permit for fish rescue operations. American River Common Features Project, Supplemental EIS and Subsequent EIR, Department of Water Resources, Sacramento, CA. Assisted preparation of the Fisheries Chapter of a joint Supplemental EIS and Subsequent EIR addressing erosion protection, flood control improvements, and habitat mitigation along the American and Sacramento rivers. GEI responsibilities include CEQA compliance, 404(b)(1) analysis, Delta Plan consistency certification, public outreach, CEQA Findings, and mitigation monitoring. Extraction Barrier and Brackish Water Treatment Project, United Water Conservation District, Oxnard, CA. Evaluated biological and natural resources for a proposed project to mitigate seawater intrusion including extraction wells, reverse osmosis treatment, pipelines, and permitting strategy development. Biological resources of note included federal protected marine mammals, sea turtles, and special-status salmonids. Butte Slough Outfall Gates Rehabilitation Project, Department of Water Resources, Sutter and Colusa Counties, CA. Prepared Environmental Settings and analyzed project impacts to aquatic biological resources, terrestrial resources, and hydrology. Prepared Biological Assessment and Incidental Take Permit applications for listed fish species. Tisdale Weir Rehabilitation and Fish Passage Project, U.S. Army Corps of Engineers and Department of Water Resources, Sutter County, CA. Assisted in deliverable oversight and prepared an adaptive management plan to comply with federal permit conditions. Authored CESA Incidental Take Permit application for fish and bird species. The project includes structural repairs and construction of new fish passage facilities. Sutter Collecting Canal Sediment Removal Project, California Department of Water Resources, Sutter County, CA. Biologist conducting construction compliance monitoring to minimize impacts to special-status species including giant garter snake. Conducted handling of federal candidate species northwestern pond turtle during sediment removal and culvert repair activities. Colusa Bypass Channel Capacity Rehabilitation Project, California Department of Water Resources, Colusa, CA. Lead biologist conducting habitat assessment and suitability analysis for numerous special-status species and prepared biological resources technical report. Coordinated with geotechnical and cultural teams to support Section 408 permitting. Cache Creek Rehabilitation Project, Department of Water Resources, Yolo County, CA. Project Coordinator responsible for coordinating client meetings, delegating technical work and CEQA document sections, coordinating field assessments, conducting Swainson’s hawk surveys, monitoring drone work near protected wildlife, and completing biological technical reports. American River Parkway Natural Resource Management Plan, Sacramento County Regional Parks, Sacramento, CA. Provided analysis of special-status and invasive species within the 29-mile Lower American River reach and co-authored biological resources section of final management plan providing conservation direction while supporting public use. North Sacramento Streams and Sacramento River East Levee Improvements Project, Sacramento Area Flood Control Agency, Sacramento County, CA. Biologist for CEQA and NEPA compliance and mitigation monitoring for improvements securing FEMA accreditation of 100-year flood protection for levees and associated channels and creeks. Project support includes numerous biological and wetland technical studies. Bear Gulch Upper Diversion Fish Passage Project, California Water Service, Woodside, CA. Provided water quality monitoring and biological monitoring for steelhead, California giant salamander, western pond turtle, California red-legged frog, San Francisco garter snake, and San Francisco dusky- footed woodrat, including post-construction reporting to regulatory agencies. GEI Consultants | City of Sunny Isles Beach | RFQ 26-07-01 106 Melinda Mohamed Alan D. Pepin, PE Waterfront Engineer, Diver Alan Pepin specializes exclusively in waterfront projects and is an experienced project manager for above- and below-water facility inspections, material conditions and design of marine structures. His experience includes inspections of steel bulkheads, timber piers and wharfs as well as concrete and stone seawalls. Design experience includes passenger ferry berthing facilities, cruise ship berthing, large ship fender systems, pile supported structures, bulkheads and other earth retaining systems, design of steel barges, and aluminum ramping systems to meet ADA and Massachusetts Architectural Access Board requirements for passenger vessel services. Mr. Pepin’s experience also includes the preparation of contract documents including contract drawings, technical specifications and bid documents. Mr. Pepin is currently the project manager on a $30 million container terminal repair project to upgrade an existing berth to allow vessel berthing of post-Panama size vessels. PROJECT EXPERIENCE General Waterfront Engineering Conley Terminal - Berth 10 Deep Draft Berth, Massachusetts Port Authority, South Boston, MA: Performed QA/QC and constructability review of a new 1,275-linear-foot Steel Pile Supported Heavy Load Pier (1,000PSF) and deepening program for the 10,000 TEU container vessels. In addition, served as the Project Manager to oversee all construction activities associated with this project. The pier provides a fender and mooring system along with a 65 Ton Ship to Shore Crane Rail Foundation with provision to load these cranes from the delivery vessel onto the new pier in one piece. The design includes a new steel sheet pile bulkhead and is currently under construction with a cost of $120 million. Mr. Pepin is serving as the construction project manager with a completion in 2021. Berth 11 and 14 Structural Assessment and Rehabilitation, Massport, Boston, MA: Served as Senior Team Leader for inspection and coordination of the underwater inspection of over 2,500 timber foundation piles for the pier deck, over 200 steel foundation piles for the crane rails, and approximately 1000 linear feet of steel/timber bulkhead. The inspection findings were used to assess the structural capacity of the existing pier, as well as develop repair/improvement alternatives. New In-Gate & Out Gate Facilities, Massachusetts Port Authority, South Boston, MA: Performed QA/QC and constructability review for the design of a 1-mile-long roadway reconstruction project within the secure terminal as well as the replacement of the steel bulkhead and deck strengthening. Mr. Pepin also served as the construction project manager of the $35 million project including document control through Massport’s document sharing portal. T Wharf Replacement, Town of Plymouth, Plymouth, MA: Performed site inspection of the existing facility and design of the replacement piers for use by commercial fishing vessels. Effort included design of concrete piers, jib cranes, timber boardwalk together with development of contract drawings and technical specifications. Bulkhead Replacement, Town of Orleans, Orleans, MA: Oversaw the existing site investigation and was responsible for design of the 270 linear feet of steel sheet pile bulkhead with tiebacks, timber pier, and preparation of contract drawings and technical specification. Provided review of construction phase documents and assistance during the construction phase. Bulkhead Repair, Braintree Electric, Braintree, MA: Performed inspection of steel sheet pile bulkhead documenting significant corrosion and poor condition followed by analysis and development of design alternatives for the bulkhead replacement. Prepared contract drawings and technical specifications and, during construction, performed periodic inspection of the new steel sheet pile retaining wall installation including the reuse of the existing tie-back system with new tie rods. EDUCATION B.S., Civil Engineering, Merrimack College INDUSTRY/GEI EXPERIENCE 16 years/16 years REGISTRATIONS & LICENSES Professional Engineer, CT No. 34608, MA No. 51177, MD No. 53327, ME No. 15810 , NJ No. 24GEO5683500, NY No. 101636 , RI No. 13138, VA No. 0402060024 TRAINING & CERTIFICATIONS OSHA 10 hr. Construction Course PADI Certifications - 2009 Open-Water Scuba Diving Dry Suit Diver Transportation Worker Identification Credential (TWIC) FHWA – NHI Underwater Bridge Inspection LPA Certification Course - Maine DOT Waterfront Edge Design Guidelines Professional Course (WEDG) PROFESSIONAL AFFILIATIONS American Society of Civil Engineers GEI Consultants | City of Sunny Isles Beach | RFQ 26-07-01 107 Charlestown Navy Yard New Ferry Landing, National Park Service, Charlestown, MA: Responsible for the structural design of a new passenger vessel berthing facility at the Charlestown Navy Yard. Design included an aluminum ramping system to meet ADA and MAAB accessibility requirements and a new 30’X70’ steel barge in accordance with ABS standards for barges. Also performed review and approval of construction phase submittals. Mystic Pier One Repairs, Massport, Boston, MA: Lead the field inspection team in the above and below water condition survey and determination of level of effort required to rehabilitate this facility to a functional level. Effort included the review and assessment of previous investigations, assessment of the pier’s 2,000-foot perimeter concrete structural slab and steel pile foundation and design of repairs. Black Falcon Cruise Terminal, Massport, Boston, MA: Performed many tasks on this project including Berthing analysis for cruise ships and final design of fender system, Mooring analysis of cruise ships to determine bollard requirements, providing as on-site resident engineer during construction, review and approval of shop drawings, and underwater inspection of completed work. Marine Terminals Salem Wharf, City of Salem, Salem, MA: Performed analysis and design of a new steel pile supported concrete pier with an integrated wave attenuator. Designed precast prestressed concrete slabs supported by precast concrete pile caps. Work included working with drainage subconsultant to ensure pier retains ADA and MAAB requirements as well as access routes for both vehicular and pedestrian access. Marine Terminal Facility Assessment and Mooring Analysis, CITGO, Braintree, MA: Performed underwater investigation and assessment of CITGO’s marine terminal facility including assessment of mooring and berthing dolphins; timber access piers; and mooring and fendering fixtures. Several deficiencies were identified, and repairs and upgrades have been designed and are now in construction. Completed analysis and design of the new steel pipe piled concrete pier and improved vessel fendering and mooring systems. Critical aspect included stabilization of partially complete work to prevent damage and to minimize impacts on terminal operations. Blossom Street Waterfront Facility, Lynn, MA: Performed the design and analysis of the concrete panel steel pile supported wave attenuator and shoreline stabilization including wave loading and distribution on the wave attenuator. Project is complete. South Boston Water Transportation Terminal, Massport, Boston, MA: Executed the design of a new major waterfront passenger vessel landing hub at the World Trade Center in South Boston. Project includes two steel pipe piled concrete piers with aluminum ramps and platforms to transition to four separate steel barges with varying freeboards. The new facility is to serve as a central water transportation center serving multiple ferries, excursion vessels, large and small cruise ships, charter fishing vessels and yachts and comply fully with ADA accessibility guidelines and MAAB accessibility regulations. Project is currently under final design and construction will be based on available funding. Shelburne Ship Repair and Marine Railway Reconstruction, Shelburne, Nova Scotia: Performed the design, analysis, and layout of the concrete filled steel caissons and the steel track including pre-tensioned track splices. Construction was completed in September 2011. Governor’s Island Berthing Facility, National Park Service, New York, NY: Responsible for the structural design of a new passenger vessel berthing facility on Governor’s Island. Design included a timber pile supported concrete access pier with an aluminum ramping system to meet ADA accessibility requirements and a new 30’X100’ steel barge in accordance with ABS standards for barges with multiple ferry landing elevations including an adjustable bow loader to accommodate existing ferries. Also performed review and approval of construction phase submittals. Structural Vehicle Ferry Transfer Ramps, Cape Verde: Served as Waterfront Engineer for design as part of a design-build team, of three moveable vehicle transfer bridges to accommodate existing Ro-Ro Ferries as well as a new high-speed vehicle ferry for separate islands. Effort included design of standardized movable ramp and support tower system, site improvements including foundations and concrete transition ramp. Design loading based on maximum truck loading and construction vehicle loading criteria. Effort was Phase I three sites for an eventual nine sites on all the major islands in Cape Verde. Phase I construction was completed in February 2011. MBTA Hingham Ferry Terminal, Hingham, MA: As Project Manager Responsible for the structural design of a new passenger vessel berthing facility at the MBTA ferry terminal in Hingham. Design included a timber pile supported concrete dolphins with long-span aluminum bridges. Additionally, an aluminum ramping system to meet ADA and MAAB accessibility requirements and three new 30’X115’ steel barge in accordance with ABS standards for barges with multiple ferry landing elevations to accommodate existing ferries. Project is currently out for bids with a construction value of $12M. Construction completion is expected end of 2025/ early 2026. Marine Facility Investigation 3000 LT Marine Railway Track Design, Pictou Shipyard, Pictou, Nova Scotia: Performed analysis and design of a new prefabricated modular steel track system. Worked in conjunction with Crandall Dry Dock Engineers. GEI Consultants | City of Sunny Isles Beach | RFQ 26-07-01 108 Alan D. Pepin, PE 1,200 LT New Marine Railway with Turntable Transfer, Point Hope Maritime, Victoria, British Columbia: Responsible for all analysis and design for a major reconstruction of the existing marine railway to upgrade it to 1,200 LT including improvements to the track foundation capacity with addition of more piles, reconstruction of the hauling machine foundation and the design of a new end transfer system with turntable. Shore Protection Port Lands Flood Protection Project, Toronto: Served as Senior Consultant for QA/QC review of over 1,000m of king pile dockwall and 800m of dumped and placed stone revetment located on Lake Ontario. The dockwalls had to be designed to withstand high flows, flooding as well as lake ice and ice floe. Shoreline Stabilization, Atlantic Salt, Inc., Staten Island, NY: Performed design for stabilization of approximately 2,000 linear feet of shoreline on the Kill Van Kull. This $10+ million project included the rehabilitation of commercial industrial shoreline with a combination of bulkheads and revetment. Major issues included revetment design to eliminate the severe erosion impacts of the channel from waves, wakes and current forces, major bulkhead construction for deep draft vessel berthing and dredging with upland and offshore disposal. Town Landing, Oak Bluffs, MA: Performed construction phase services on this project for replacement of the existing steel bulkhead and improvements in the layout of the berthing facility. Effort included incorporation of ADA accessibility to passenger vessels and concrete seawall and riprap repairs. GEI Consultants | City of Sunny Isles Beach | RFQ 26-07-01 109 Alan D. Pepin, PE Daniel B. Robbins, PE Senior Project Manager, Diver Daniel Robbins is a civil engineer specializing in waterfront engineering services including above and underwater inspections, design, analysis, and construction administration services on a variety of waterfront structures. He has played an integral role in specialized waterfront design projects including State-of-the-Art concrete research. Mr. Robbins has acted as a resident engineer/construction inspector for multiple pier and bulkhead repair and rehabilitation projects throughout the world. PROJECT EXPERIENCE Bridge Inspections N.H. Department of Transportation Routine Underwater Bridge Inspection: Project Engineer-Diver for NHDOT underwater inspection of bridge structures. Over 100 bridges were inspected underwater as part of the contract. All work was completed in accordance with FHWA and NHDOT inspection requirements. Work included Level I, II and III inspections, channel assessments, photo documentation, hydrographic surveys, and report preparation. Waterfront Inspections US Coast Guard Waterfront Facility Inspections – Districts 5 & 9 (Mid-Atlantic & Great Lakes): Senior Engineer-Diver for the above and underwater inspection and assessments of 21 USCG waterfront facilities including over 30,500 LF of bulkhead inspections, inspection of 305 waterfront and shoreside load-bearing structures at 44 installations, and the development of a customized database to organize, track, and eff ectively manage facilities. Hurricane Sandy Damage Assessment at USCG Waterfront Facilities, NY & CT: Waterfront Engineer for the inspection and assessment of eight waterfront facilities in the NY-CT region. The scope required deliverables within 10 working days from award (actual submission was made in 8 working days). The project included providing an assessment on operational capability and collection of damage information in suff icient detail to allow development of construction plans, specifications, and estimates for emergency repairs. Naval Station and Subase Pearl Harbor Waterfront Inspection: Senior Engineer- Diver for the inspection and assessment of 45 waterfront facilities in Naval Station and Subase Pearl Harbor. The inspection of each facility required above and underwater inspections and preparing an inspection report of the facilities including cost estimates for over $125 million in repairs.con Design Services for Shipyard Park, Boston Planning & Development Agency, Boston, MA: Project manager for BPDA Shipyard Park where GEI is providing waterfront inspection, design of repairs, permitting, and construction support services for facilities, including Drydock #2, Pier 4, and Flagship Wharf Bulkhead at Charlestown Navy Yard. Construction is currently ongoing for immediate repairs to Pier 4 including approximately 400 structural pile jackets. Bulkheads MBTA Temporary Stabilization and 30% Design of Remedial Actions for Quincy Ferry Seawall and USS Salem Bulkhead Wall and Wharf Structure, Quincy, MA: Project Manager/Senior Engineer-Diver for the underwater inspection of the bulkhead and wharf structures located at the MBTA’s Quincy Ferry Terminal and USS Salem Wharf, in Quincy, MA. The objective of the inspection was to assess the structural integrity of the bulkhead and wharf structures. The structure was found to be in critical condition. Follow on work included 30% design eff orts for temporary stabilization and repair to the facilities. EDUCATION B.S., Civil and Environmental Engineering, University of Rhode Island INDUSTRY/GEI EXPERIENCE 16 years/3 years REGISTRATIONS & LICENSES Professional Engineer, NH, No. 13648 TRAINING & CERTIFICATIONS FHWA - National Highway Institute - Safety Inspection of In-Service Bridges – Course 130055 ADCI Surface-Supplied Air Diving Supervisor Emergency First Response, First Aid, CPR & O2 Administration OSHA 10 & 30 Hour – Construction Safety and Health Transportation Worker Identification Credential (TWIC) PROFESSIONAL AFFILIATIONS American Society of Civil Engineers Coasts, Oceans, Ports & Rivers Institute, Vice Chair Boston Society of Civil Engineers Propeller Club of America Society of American Military Engineers; Piscataqua Post Board Member GEI Consultants | City of Sunny Isles Beach | RFQ 26-07-01 110 MBTA Alfred Street Bus Garage Sheet Pile Wall and Site Repairs Charlestown, MA: Project Manager/Senior Engineer-Diver for the underwater and above water inspection of the bulkhead located at the Alford Street MBTA Bus Garage, in Charlestown, MA. The objective of the inspection was to assess the structural integrity of the bulkhead, complete a hydrographic survey of the site, develop cost estimates for various remedial alternatives, and provide marine engineering design coordination and peer reviews with the project team. Hampton Harbor State Marina Waterfront Rehabilitation PDA-Division of Ports & Harbors, Hampton, NH:) Project Engineer-Diver. Provided inspection and design services to rehabilitate a commercial fishing ports’ waterfront facility in Hampton, NH. Rehabilitation involved installing sheet pile outside of an existing deteriorated wall, floating docks, and utilities including water, electrical, fuel, lighting, and security cameras at an estimated construction cost of $1,500,000. Design of Repairs to Marginal Wharf at Naval Sub Base New London, Groton, CT: Project Engineer-Diver for the inspection and design of repairs to the 56 year old Marginal Wharf at Naval Submarine Base New London. This project consisted of above and under water design level inspections to the approximately 6,600 LF long Marginal Wharf and bulkhead, preparation of a basis of design report with recommended repairs totaling $24,000,000, design drawings, technical specifications, and permit preparation. Specialized Projects Design of Underwater Electro-Magnetic Measurements System (UEMMS) Naval Base Guam, US: Territory Engineer-in-Charge for the design of an Underwater Electro-Magnetic Measurement System (UEMMS) that will provide the U.S. Navy with the capability to measure magnetic signatures and electric fields of submarines forward deployed and homeported at Naval Base Guam. Responsibilities included project management and direct client contact for the development of contract documents as well as oversight of subcontractors performing site and geotechnical investigations. The professional services for this design totaled ~2.5 million dollars. PRESENTATIONS AIMS Array Design and Construction, ASCE Ports 2013 Developing State of the Art Marine Concrete Repair, ASCE Ports 2016 Bulkheads, are They Always Needed 2016, ASCE Ports 2016 PUBLICATIONS AIMS Array Design and Construction, ASCE Ports 2013 Developing State of the Art Marine Concrete Repair, ASCE Ports 2016 Bulkheads, are They Always Needed 2016, ASCE Ports 2016 Contributing Author - Design of Marine Facilities: Engineering for Port and Harbor Structures, 3rd Edition ASCE Press Contributing Author - Investigation and Initial Stability Analysis of a Wharf on Severely Deteriorated Steel H-Piles, ASCE Ports 2019 GEI Consultants | City of Sunny Isles Beach | RFQ 26-07-01 111 Daniel B. Robbins, PE Benjamin S. Spratford Coastal Resources Specialist, Project Manager Benjamin Spratford has nine years of experience in coastal project management, planning, permitting, and supervision to advance projects for government, industry, and private clients. With a background in coastal geology, he provides in depth knowledge of coastal processes, coastal resiliency planning/analysis, and coastal flood/erosion mitigation. He also has wide-ranging experience in permitting of numerous coastal projects in the New York area, including coastal structures, natural nature-based features, and linear infrastructure projects. PREVIOUS PROJECT EXPERIENCE Coastal and Waterfront Shirley Chisholm State Park, New York State Office of Parks, Recreation, and Historic Preservation (NYSOPRHP), Brooklyn, NY: Permitting Manager/Deputy Project Manager as part of the permitting and design team tasked to develop a new state park located on the 410-acre former Pennsylvania and Fountain Avenue Landfills for the New York State Office of Parks, Recreation, and Historic Preservation (OPRHP). Coordinated with numerous permitting and stakeholder agencies including the New York City Department of Environmental Protection (DEP), the U.S. Army Corps of Engineers (USACE) New York District, National Parks Service (NPS), and the New York State Department of Environmental Conservation (NYSDEC). Prepared State Environmental Quality Review (SEQR) documentation, Joint Permit Application packages as well as agency consultation correspondence and supporting technical documentations to NOAA NMFS for Section 7 and Essential Fish Habitat, New York State Department of State (NYSDOS) for Coastal Zone Consistency, and the New York City for the Waterfront Revitalization (NYCWRP) Program. Additionally, coordinated the invasive plant species management and control for the park. Indian Island County Park Living Shoreline, Suffolk County Parks, Riverhead, NY: As Permitting/Coastal Resources Specialist and Designer, drafted a comprehensive report to analyze chronic erosion along a coastal headland in Suffolk County Park and to develop sustainable long-term coastal stabilization recommendations for stakeholder (Suffolk County). The report included an assessment of site/storm characteristics, historic erosion causes, sediment budget, historical shoreline change and coastal dynamics, as well as the recommendation of a living shoreline to limit future erosion. Acted as liaison for the county and prepared all permit applications to implement one of the first emergent rock sill living shoreline projects on Long Island. Tiana Beach Emergency Levee Project, Town of Southampton/Suffolk County, Hampton Bays, NY: Project Manager from commencement to completion of this project to place 50,000 cubic yards of sand into an emergency levee to prevent incipient breach of the barrier island. Duties included getting all necessary permits and approvals, coordination between town, county, and state officials (NYSDEC); management of the four-month project construction; and communications with stakeholders (e.g., state-funded, county landowner, town landowner, and community stakeholders). Sagaponack/Bridgehampton-Watermill BECD Beach Nourishment, Town of Southampton, Southampton, NY: Permit Specialist and Environmental Compliance Manager - provided project management/supervision and permit compliance on 2.55 million cubic yard beach nourishment along six miles of Atlantic Ocean beach in the Town of Southampton. Project tasks including design, permitting, communication (contractor, engineer, town, regulators, and public), environmental monitoring, and overall project direction. Additionally, assisted in the implementation of the two Beach Erosion Control Districts (BECD) with the Town of Southampton and the planning, as well as construction of the project (in less than one year). FEMA HMGP Phase 1 Application, Breezy Point Cooperative, Queens, NY: Coastal Resources Specialist - assisted in the generation of numerous scientific and technical documents, in support of a FEMA Hazard Mitigation Grant Program Phase 1 application for $58 million that was approved for Phase 2 (Design & Permitting). Following Superstorm EDUCATION B.A., Geology, Hamilton College INDUSTRY/GEI EXPERIENCE 11 years/2 years TRAINING & CERTIFICATIONS FAA Part 107 License, Commercial Drone Pilot OSHA 30-Hour Construction Training OSHA 40-Hour HAZWOPER Training Waterfront Edge Design Guidelines (WEDG) Associate NYSDEC Coastal Floodplain Management Training NYSDEC Coastal Erosion Hazard Area Training NYSDEC Erosion and Sediment Control Training FEMA Coastal Community Resilience Training FWS Threatened & Endangered Species Training CZF Coastal Engineering Training GEI Consultants | City of Sunny Isles Beach | RFQ 26-07-01 112 Sandy, the Breezy Point Cooperative, Inc. applied for a FEMA HMGP grant to fund necessary flood and erosion protection to their vulnerable community. During the application process, in addition to the generation of numerous technical documents, assisted in project coordination with members of, Breezy Point Cooperative, Inc., NYS Division of Homeland Security & Emergency Services, NYS Governor’s Office of Storm Recovery, and the New York City Office of Emergency Management to discuss the execution of the project and timeline for deliverables. U.S. Army Corps of Engineers (USACE) Downtown Montauk Interim Stabilization Project, Town of East Hampton, Montauk, NY: As Coastal Resources Specialist, conducted an independent Benefit Cost Analysis for the Town of East Hampton to justify the expansion of proposed USACE Downtown Montauk Interim Stabilization Project. Worked with members of the USACE NY District Planning and Engineering departments, as well as USACE contractors to obtain and analyze existing benefits (e.g., costs avoided, damages avoided, etc.). Reassessed current benefits to generate a supplementary Benefit Cost Analysis that resulted in the USACE increasing the scope of the project (additional beachfill). Quogue Beach Nourishment Permitting, Village of Quogue, Quogue, NY: Permitting Specialist – was part of the interdisciplinary permitting team that prepared all federal, state, and local regulatory applications for a 1.1 million cubic yard beach nourishment project along 2.7 miles of Atlantic Ocean shoreline in the Village of Quogue, NY. Permits were received to dredge beach compatible sand from an offshore barrow area and pump the material onto the beach to provide protection against flooding and erosion and increase coastal resiliency within the community. Reel Point Preserve Coastal Processes Analysis Report, Peconic Land Trust/Town of Shelter Island, Shelter Island, NY: Project Manager – developed a comprehensive technical report that analyzed the site and storm conditions as well as the causes of erosion along the Reel Point Preserve in Shelter Island. The report additionally developed and ranked a series of potential mitigation alternatives to provide protection to the Reel Point shoreline and slow the rate of erosion occurring at the site. East Quogue Overwash Emergency Dune Restoration Project, Town of Southampton, East Quogue, NY: Project Manager for both the permitting and construction of an 10,000 cubic yard emergency dune restoration project to prevent a breach of the Atlantic Ocean barrier island. Worked diligently with the client and regulators to get all necessary permit approvals to complete the project in a very compressed timeframe given the emergency nature of the situation and a fast-approaching time of year restriction for nesting shorebirds. Additionally, managed the construction of the project to ensure environmental compliance with all applicable regulations and quality control to confirm the contractor properly executed the design and specifications. Dune Restoration and Beach Scraping, Breezy Point Cooperative, Queens, NY: Permitting/Coastal Resource Specialist – was part of the team that prepared all permit applications to reconstruct the ocean dune following Hurricane Sandy. Was also part of the team that received all necessary regulatory approvals to conduct beach scraping efforts on an annual basis to enhance the ocean dune to increase protection against flooding and erosion. Managed the beach scraping efforts on an annual basis to ensure compliance with all applicable permit regulations. Additionally, coordinated with the Cooperative annually on a stakeholder outreach program in which the community planted the newly established dunes with beach grass. Village Improvement District Living Shoreline, Village of Westhampton Dunes, West Hampton Dunes, NY: Project Manager for both the permitting and construction of a living shoreline project along the shoreline fronting eight residences in Moriches Bay within a Village Improvement District. The project utilized both structural and natural nature-based features to provide stabilization and protection to a chronically eroding shoreline. Olcott Harbor Breakwater, Village of Olcott, Olcott, NY: Permitting Specialist – Member of the permitting team for the Olcott Harbor Breakwater project in Lake Ontario. The project consists of the construction of a breakwater in front of the entrance of Olcott Harbor and the lining and extension of the existing jetties with rip-rap to decrease flooding and wave action within the harbor. As part of the permitting team, lead the preparation of the Joint Permit Application Packages to the USACE and NYSDEC. Also led the NYSDOS Coastal Zone Consistency/ Local Waterfront Revitalization Program policy assessments and headed the preparation of SEQR Part 2 and 3 for the project. Additionally, supported the USACE Section 408 application which was necessary as a result of the alteration of the federal owned/maintained jetties. PRESENTATIONS “Evolution of Living Shorelines in New York State.” Fall 2017. American Shore and Beach Preservation Association (ASBPA) 2017 National Coastal Conference Ft. Lauderdale, FL. “Montauk, Long Island, New York, Downtown Beach Dynamics and Profile Assessment.” Fall 2013. Northeast Shore and Beach Preservation Association (NSBPA) 2013 Regional Conference, New Jersey. “A Time-Series Analysis of Beach Dynamics and Shoreline Changes at the Eastern End of Long Island, New York.” Geological Society of America. 2008 43rd annual Northeastern Section of the Geological Society of America Conference in Buffalo, NY. GEI Consultants | City of Sunny Isles Beach | RFQ 26-07-01 113 Benjamin S. Spratford Russell J. Titmuss, PE Civil Engineer, Project Manager, Senior Structural Engineer Russell Titmuss has a total of over 40 years of design and project management experience gained in the USA, U.K. and Bermuda. He specializes in waterfront and coastal projects with an emphasis on structural engineering. His project experience has included project management, planning and design of piers and wharves, industrial and commercial waterfront facilities, small boat facilities including marinas, boat ramps and docking facilities, passenger ferry berthing and loading facilities, pile supported structures, bulkheads and shore protection. Additional experience includes the design of dredging projects and the design of aluminum ramping systems to meet ADA requirements. While working in Bermuda from 1997 to 2003, Russell was responsible for implementing new government projects and inspection, assessment and maintenance to government bridges and docks. A major element was the responsibility for government owned bridge and waterfront structures throughout the Island of Bermuda. Since arriving in the USA, Russell has been working exclusively on marine and waterfront projects. PROJECT EXPERIENCE T Wharf Replacement, Plymouth, MA.: Project Manager, was responsible for the inspection and assessment of the existing facilities and the planning and design of new expanded replacement piers for use by the Plymouth commercial fishing fleet. As the lead consultant for this project, Mr. Titmuss managed the design team including drainage, utilities, electrical and structural design. The project included design of new piers for use by commercial fishing vessels and the development of berthing layouts to accommodate seasonal slips for up to 40 small boats and a public dock. The design included consideration of ADA requirements for small boat docks and coordination with the heavily used public boat ramp alongside the project. Effort included development of alternative layouts, public consultation, permitting and design, and the development of contract documents. Estimated construction cost is $8,000,000. Massachusetts Maritime Academy NSMV Dock Upgrade: Project Manager for this fast tracked project to design, permit and perform construction of upgrades and modifications to the existing training ship dock to accommodate the new NSMV vessel. The new ship required higher capacity fenders, stronger moorings, major utility upgrades and other improvements to provide a facility meeting heavy weather storm mooring requirements. The upgrades included strengthening of the existing pile supported deck to support the much larger lateral loads from berthing and mooring. The strengthening included a pipe pile supported stabilization platform installed at the berthing face of the existing dock. GEI assisted the Academy with grant funding and construction is now complete. Wellfleet Town Pier, Wellfleet, MA: Responsible for the design and reconstruction of approximately 2,000 linear feet of revetment around the perimeter of Wellfleet Town Pier and design of a new boat ramp and floats. The project included complete repaving of the five-acre pier including major electrical and stormwater treatment upgrades and a new harborwalk around the 2,000 foot perimeter. Managed the multi-disciplinary team through design, permitting, preparation of construction documents, bid support for public bidding and construction inspection and management. Liberty Park Marina and Ferry Terminal, Jersey City, NJ: Design of all shoreline and waterfront elements of this major residential/golf course development including 950 feet of new shoreline bulkhead to rehabilitate the failing seawall structures, pedestrian harborwalk, a 48 slip marina with an average vessel length of 45’, and an ADA compliant passenger ferry docking facility to support the development. The ferry dock included a 70-foot-long timber pier connecting to the shore. As Project Manager, Mr. Titmuss was responsible for overseeing design and providing construction support. Mystic Pier 1, MASSPORT Charlestown, MA: Project Manager for this project to rehabilitate this historic pier. Mr. Titmuss was responsible for managing the multi-disciplinary team to evaluate the large building, infrastructure, utilities and pier structures. GEI performed EDUCATION B.Sc., Engineering, University of London, U.K. INDUSTRY/GEI EXPERIENCE 43 years/23 years REGISTRATIONS & LICENSES Professional Structural Engineer, MA No. 46514 Chartered Engineer, U.K. Institution of Civil Engineers, London, U.K. TRAINING & CERTIFICATIONS OSHA 10-hour. Construction Course Transportation Worker Identification Credential (TWIC) FHWA – NHI Underwater Bridge Inspection PROFESSIONAL AFFILIATIONS American Society of Civil Engineers Boston Society of Civil Engineers GEI Consultants | City of Sunny Isles Beach | RFQ 26-07-01 114 a foundation evaluation of this pier’s 2000 foot perimeter concrete apron and steel pile foundation. After documenting that significant corrosion and poor conditions were present, GEI designed alternatives for repairs; performed final design with contract drawings and technical specifications. Work consisted of substantial underwater construction to regain pile structural capacity and under deck concrete repairs. Mr. Titmuss was responsible for all client coordination and development of the engineering effort from investigation to construction documents as well as providing significant support throughout the construction phase. Construction Cost: $5.0 million. Waterfront Park Bulkhead Rehabilitation, City of Newburyport, MA: Project Manager, oversaw GEI’s investigation, analysis and assessment of the 1,500 foot steel bulkhead supporting the City’s Memorial Boardwalk. GEI performed above and below water inspection to determine the current life and develop alternatives for rehabilitation to extend the life to 40+ years. The project included survey, review of rehabilitation methods, design of repairs and obtainment of regulatory approvals. The preferred option for rehabilitation for most of the bulkhead is to install composite sheet piles outshore of the existing bulkhead and infill with concrete. Services provided included investigations, obtainment of regulatory approvals, design and preparation of construction documents and construction management. Construction Cost: $8.0 million Atlantic Salt Inc., Staten Island, NY: Responsible for overseeing the investigation and design for the revitalization of an existing marine terminal used for bulk handling of road salt. This $10+ Million project called for approximately 1,000 linear feet of steel sheet bulkhead and dredging of 60,000 cubic yards of material. The project also included demolition of 4 derelict industrial buildings along an additional 1200 linear feet of waterfront. The bulkhead and tieback design had to address construction for deep draft vessel berthing, high loads of bulk salt storage alongside berth and impacts of existing concrete foundations. Other major issues included the severe erosion impacts of the channel from waves and wakes and combination of upland and offshore disposal for dredge material. Rouses Point Shoreline Walk and Pier, Rouses Point, NY: As Project Manager, Mr. Titmuss was responsible for the design of approximately 450 linear feet of steel bulkhead, a concrete pier structure and riprap shore protection on Lake Champlain. Design had to include an assessment of ice loading on the shoreline structures and the pier structure and bulkhead was evaluated to resist ice loading. GEI provided construction documents and construction phase support for this project. Estimated construction cost was $600,000 Town-wide Regulatory Applications for Dredging, Town of Chatham, Chatham, MA: Prepare regulatory applications for the maintenance dredging of the numerous Town channels and harbors which undergo repetitive dredging to maintain their depth. Effort included review and documentation of current approval status of each site, updating of permit plans, and development of a comprehensive application for submission to regulatory agencies. Effort included the preparation of Notice of Intent, USACE Section 404, WPC Water Quality Certification and Chapter 91 Dredge Permit Applications. Effort also included incorporating eel grass survey data, Horseshoe Crab, Tern and Plover impacts and mitigation measures. Harwich Wychmere Town Dock, Commercial Pier and Bulkhead Reconstruction, Harwich, MA: Project Manager, oversaw all elements of the design for the reconstruction of the Town’s commercial pier at Wychmere Harbor. The reconstruction project for the replacement-in-kind construction project called for the complete removal of the existing pier and deteriorated bulkheads and the rebuild of the facility essentially within the same footprint with the new bulkhead being installed just outshore of the existing wall. The new pier was constructed with timber pile foundation, concrete pile caps and a concrete deck. The pier deck height was raised to accommodate the higher tides and reduce the times of overtopping during storm surges and spring tides. Services included investigation of site, design of reconstruction, preparation of construction documents, assisting the Town in the bidding and award and providing construction phase oversight. The project was completed July 2015 and in full operation. Wild Harbor Bulkhead and Dredging, Falmouth, MA: Project manager overseeing the site investigation, design and permitting for a new cantilever steel bulkhead. The design also included dredging of 1600 cubic yards of sand with placement as beach nourishment on the adjacent Silver Beach. Mr. Titmuss obtained regulatory approvals for the project as well as developed bid and construction documents. Calf Pasture Fishing Pier, Jetty And Seawall, City Of Norwalk, CT: As Project Manager, investigated and assessed the severely damaged waterfront structures and fishing pier damaged by Hurricane Irene and Super Storm Sandy. An assessment of sea level rise and future storm conditions was performed to evaluate the need to raise the structure. The replacement pier was designed to resist wave impacts and raised in elevation to reduce the loading. Responsible for overall project management including design of repairs, permit approvals and bid and construction documents as well as construction phase services. Construction Cost: $1.6 million. Rhode Island Fast Ferry, Quonset Development Corp., N. Kingstown, RI: Project Manager for design and construction GEI Consultants | City of Sunny Isles Beach | RFQ 26-07-01 115 Russell J. Titmuss, PE of this ADA compliant replacement berthing facility for the Rhode Island Fast Ferry Service. The project included design and construction of two timber piers and ADA compliant vessel access. The timber piers provided dock access and overnight vessel mooring and were 100 feet and 480 feet in length respectively. Effort included design, permitting, construction documents, bid support and construction phase support. Provincetown Public Marina, Provincetown, MA: Project Manager responsible for all elements of the improvements for the reconstruction, expansion and dredging at the MacMillan Wharf commercial marina. Services included the investigation of current conditions of the marina, development of alternatives for reconstruction and wave attenuation, design of float mooring system for the marina and wave attenuation system, and design of the dredge limits for the proposed improvements including the expansion and protection. Design was to also develop a wave protection system to limit exposure of the marina from major storm events and prevent future damage. Plan included the increase of the marine float dock and attenuation structures by over 100 percent, expansion of berthing by 50 percent and dredging 3,300 cys to accommodate floating concrete wave attenuation units. Harwich Saquatucket Harbor Marina, Town of Harwich, MA: Project Manager for the investigation, design, permitting and construction management of Saquatucket Marina. The project included study and design of ADA compliant access to ferry and other passenger vessels over 40 feet that utilize the marina for passenger services. GEI performed a review of the existing passenger vessel operations, developed the design criteria and prepared conceptual layouts for the vessel berths and the access routes. The project also included dredging of the entire harbor. GEI provided permitting services for the marina reconstruction and dredging. The design of the replacement marina was completed and construction was completed in 2016. Conley Berth 12 Dredging, MASSPORT, South Boston, MA: Project Manager oversaw the investigation and design emergency dredging of Berth 12 to accommodate full draft container vessels. Effort included immediate assessment of actual physical berth depths to vessel requirements, development of proposed dredging plan, assist in obtainment of regulatory approvals including coordination with the USACE for use of CAD cells for disposal and preparation of construction documents for bidding. Services included use of multi-beam hydrographic surveys for accurate determination of existing conditions and dredge volumes. Dredge Cost: $483,500 Black Falcon Cruise Ship Terminal, MASSPORT South Boston, MA: Project Manager for the investigation and design of dredging at Black Falcon Cruise Ship Terminal to accommodate full draft for the Queen Mary II. Effort included immediate assessment of actual physical berth depths to vessel requirements, development of proposed dredging plan, assist in obtainment of regulatory approvals and preparation of construction documents for bidding. The original strategy for the project was coordination with US Army Corps for CAD Cell disposal but testing showed sediments with elevated concentrations of PCBs and all material was processed and disposed upland. Effort included separation of hazardous material found from contaminated dredge materials. Services included use of multi-beam hydrographic surveys for accurate determination of existing conditions and dredge volumes. Town-Wide Dredge & Disposal Permits, Town of Harwich, MA: As Project Manager, worked with the Town of Harwich to assist them in obtaining the regulatory approvals for Town- Wide Dredging and Disposal of their harbors and channels which required constant maintenance dredging. Project areas to include Herring River, Wychmere Harbor Channel, Saquatucket Harbor Channel and Harbor, Allen Harbor Channel, Round Cove Channel. In addition, review and assessment of disposal areas to comprise over 20,000 linear feet of public and private beaches for beach renourishment. Pleasant Bay Dredging Project, Town of Chatham, MA: Project Manager. GEI was selected by the Town of Chatham to assist them in obtaining the regulatory approvals for the dredging of Pleasant Bay which is in an ACEC. This required modification to state regulation (310 CMR 9.40), which prohibits improvement dredging in state–designated ACECs. The need for improvement dredging at this location was coordinated and supported by state officials and the state regulations were revised to now allow limited improvement dredging to preserve traditional navigation within an ACEC. The proposed dredging limits were to be based on “zone- limits” which takes into account the natural channel and shoaling patterns to limit the dredging required and the potential impacts to resource areas. Georges Island, Boston, MA: As Project Manager was responsible for investigation of the existing pier structures and seawalls on Georges Island which is part of the Boston Harbor Islands National Park. The investigation included above and below water inspection of the timber piers and analysis to determine remaining load capacities. Effort included development of multi vessel berthing facilities to suit the many ferries, charter boats and work boats visiting the island. PUBLICATIONS Titmuss, R., Bourne, R., “Bringing Bermuda’s Ferry System into the 21st Century”, Ports 2004, (New York: ASCE, 2004). GEI Consultants | City of Sunny Isles Beach | RFQ 26-07-01 116 Russell J. Titmuss, PE Katlin Walling, PE Senior Coastal Engineer Katlin Walling is a Senior Coastal Engineer in GEI’s Portland, ME office and has over a decade of well-rounded, diverse background in coastal engineering. Katlin has built her experience by managing and executing tasks on projects across the U.S. and internationally, serving clients from local communities to major energy developers. Mrs. Walling’s coastal and waterfront project background includes coastal condition analyses, storm damage assessments, shoreline stabilization, flood protection, nature-based solutions, and living shorelines. Mrs. Walling is also experienced in the offshore wind and renewable energy industry, where she specializes in submarine cable routing, installation, and protection. PROJECT EXPERIENCE Renewable Energy Submarine Transmission Line Route, Private Client, U.S. East Coast. Lead project engineer for the preliminary route assessment and development of approximately 40 miles of submarine cable installation in riverine environments. Assessments included evaluation of riverine natural and anthropogenic risks to submarine cable installation and protection, geophysical survey data, riverbed morphology, existing utility crossings, and a Cable Burial Risk Assessment. Performed permit application document development, technical presentations to agencies, and reviews of cable installer submittals. Offshore Wind Cable Landfall Engineering Assessment, Confidential Client, U.S. East Coast. Lead project engineer for submarine cable landfall assessments for multiple locations on the U.S. East Coast. Investigated feasibility, alternative methodologies, and conceptual design for cable landfalls at a variety of geographic shorelines including open coastal beaches, urban port facilities, and residential waterfront areas. Assessment evaluated shoreline erosion and morphology, vessel navigation and traffic constraints, existing cables, seabed obstructions, and physical restrictions. Nearshore Submarine Cable Route and Landfall Review, Private Client, U.S. Mid- Atlantic Coast. Lead project engineer for a constructability review and risk assessment of a proposed subsea cable and landfall route within the nearshore region. Evaluated physical and anthropogenic site conditions such as seabed elevations and slopes, erosion and morphology, water current velocities, vessel traffic data, navigation constraints, marine vessel and equipment access and limitations. Evaluated suitability of cable installation burial tools, identified potential installation risks, and developed alternative alignment concepts. Shoreline Protection, Texas General Land Office, TX. Project engineer for the analysis and design of a shoreline protection system for a 1,700 LF stretch of eroding shoreline at Indian Point, TX, adjacent to the Nueces Bay Causeway. The project includes a coastal engineering analysis of historical, existing, and future conditions, such as extreme waves, water levels, sea level rise, sediment transport, and winds. The protection system design consists of detached segmented breakwaters with habitat enhancing elements. Waterfront Roadway Shoreline Protection Projects, Aransas County, TX. Project engineer for the analysis and design of over two miles of living shorelines and breakwaters at three project sites within Aransas County, TX. Performed coastal engineering analysis of existing conditions, alternatives analysis for testing alternative breakwater structural arrangements, and SWAN wave modeling to evaluate performance of proposed breakwaters. Developed alternatives analysis technical report, permit applications, public meeting presentations, and reviewed plans and specifications. Jetty Damage Assessment and Repair, Avalon Borough, Cape May County, NJ. Performed site inspection and damage evaluation of the jetty, which experienced structural damage in the wake of Winter Storm Jonas. Prepared application package and successfully obtained FEMA funding for damage repairs. Coordinated surveying efforts and plan development. Assisted with engineering design of repairs. EDUCATION M.E., Ocean Engineering, Stevens Institute of Technology, Hoboken, NJ B.E., Civil Engineering, with Coastal Engineering Concentration, Stevens Institute of Technology, Hoboken, NJ INDUSTRY/GEI EXPERIENCE 11 years/1 year REGISTRATIONS & LICENSES Professional Engineer, NY No. 106224 Professional Engineer, NJ No. 24GE05519300 Professional Engineer, ME No.PE19747 GEI Consultants | City of Sunny Isles Beach | RFQ 26-07-01 117 Bay Bridge Hydrodynamic Assessment, Alabama Department of Transportation, Mobile, AL. Performed engineering analysis of storm surge and wave impact on the proposed bridge superstructure and substructure over a range of combined return period storms and sea level rise scenarios. Calculated hydrodynamic forces on bridge components using AASHTO Level 1 Analysis method. Floodwall Design Project, Bergen County Utilities Authority, NJ. Project engineer for the hydrodynamic assessment of proposed floodwall protection designs at the Utilities Authority’s project site. Assessment included evaluation of hydrodynamic conditions during the design storm event. Wave and circulation modeling results were assessed to inform hydrodynamic loads and overtopping volumes along various floodwall alignments and help inform top of wall elevations. Hydrodynamic and Sedimentation Modeling for Boat Ramp Access, San Luis Pass, TX. Project engineer for a study investigating sedimentation within the boat ramp basin at San Luis Pass, TX and development of preliminary mitigation alternatives. Performed coastal hydrodynamic and sedimentation modeling using a MIKE21/3 Coupled Model to evaluate existing sedimentation in and around the basin. Developed a technical report documenting site conditions, model calibration, modeling results, alternatives analysis, and the recommended alternative. Preliminary Design Study for Improving Beach Conditions, Private Client, British Virgin Islands. Responsible for the coastal engineering analysis of existing conditions for an eroding recreational beach at a Caribbean island. Evaluated littoral transport conditions, shoreline geomorphology, and future erosion predictions. Developed and analyzed alternatives mitigation concepts for improving the beach conditions and sediment management. Prepared the Design Basis and Alternative Analysis technical reports, including the recommended beach improvement concept. Wave and Sediment Transport Monitoring, The Nature Conservancy, Delaware Bay, NJ. Responsible for planning and managing wave and sediment transport monitoring field work, data collection, and data analysis over a four-month period. Automated wave data analysis process through MATLAB coding and performed sediment transport analysis. Prepared final report for the client documenting procedure, results, and recommendations to further improve shoreline stabilization. Wave Monitoring for a Living Shorelines Project, The Nature Conservancy, Cumberland County, NJ. Developed and initiated a wave monitoring program to quantify the wave attenuation capability of living shoreline structures on the Delaware Bay. Responsible for the design and construction of wave gauge platforms and anchoring systems for wave monitoring devices. Performed deployment, retrieval, data analysis, and provided training materials to guide future monitoring efforts. GEI Consultants | City of Sunny Isles Beach | RFQ 26-07-01 118 Katlin Walling, PE GEI Consultants | City of Sunny Isles Beach | RFQ 26-07-01 119 JOSE A. COMPRES, PE Structural Engineering Director EDUCATION •MBA Pontificia Universidad Católica Madre Y Maestra, 2001. •BS Civil Engineering Pontificia Universidad Católica Madre Y Maestra, 1994. PROFESSIONAL REGISTRATIONS •Professional Engineer Florida P.E. # 65557 •Professional Engineer New York P.E. # 095510 •Professional Engineer Dom. Rep. P.E. #13794 •Limited Threshold Inspector # 65557 PROFESSIONAL AFFILIATION •Florida Engineering Society, (FES) Miami Chapter. •American Society of Civil Engineers (ASCE) FIELD OF SPECIALIZATION •Structural Engineering Design •Civil Engineering Design •Construction Management •Cost Estimating •Threshold Inspections •Soil, Asphalt, & Concrete Testing •QA/QC Inspections •Construction Safety Procedure YEARS OF EXPERIENCE 30 Years EXPERIENCE SUMMARY Mr. Compres specializes in structural and civil engineering projects, including the inspection, design, and restoration of public infrastructure such as pump stations, bridges, retaining walls, seawalls, roadways, and municipal buildings. He is also a Threshold Inspector, qualified to certify specific structural components of threshold buildings during various phases of construction. He has extensive experience applying building codes and engineering specifications to ensure compliance with regulatory standards, conducting structural assessments, and overseeing construction and rehabilitation efforts. His expertise also includes forensic investigation and structural safety solutions tailored to transportation and public works projects. Additionally, Mr. Compres has led and supervised recertification inspections for public agencies, ensuring that critical infrastructure meets safety and performance requirements. He has collaborated closely with municipal and state authorities to develop biddable plans for structural projects, ensuring alignment with operational and regulatory expectations. His deep understanding of civil infrastructure allows him to provide efficient and compliant engineering solutions. RELEVANT EXPERIENCE Groundwater Under the Direct Influence of Surface Water (GWUDI) Water Treatment Plant, Miami-Dade County Water & Sewer Department (MDWASD) (Miami-Dade County, FL) Mr. Compres supervised the structural design of a 196 MGD water treatment plant in Miami-Dade County. He played a critical role in designing key structures, including a 5-million-gallon low-service pump station, a 32,000 SF chlorination building, a 20,000 SF main electrical building, pressurized filter tanks, and a nano-filtration process building, totaling over 132,000 SF of construction. Medley Commercial Center Parking lot and Seawall repairs (Medley, FL) Mr. Compres conducted a structural assessment of the existing parking lot and seawall at the Medley Commercial Center. His responsibilities included preparing a detailed report outlining the current conditions, developing repair details for the parking lot, and providing seawall stabilization recommendations based on visual inspection. An approximate cost estimate was also prepared for each proposed repair solution. City of Hollywood Water Treatment Plant Building Certification (Hollywood, FL) As Engineer of Record, Mr. Compres supervised the structural and electrical inspections for the 40-Year Recertification report of the 4-story administration building at the City of Hollywood Water Treatment Plant. This was done in compliance with the Broward County 40-Year Certification requirements. GEI Consultants | City of Sunny Isles Beach | RFQ 26-07-01 120 JOSE A. COMPRES, PE 120 Hallandale Beach Control Station: Stormwater Pump Station and Existing Bridge (Hallandale Beach, FL) Mr. Compres led the structural design of a stormwater pump station at SW 11th Street in Hallandale Beach, FL. Due to spatial constraints, the pump station was strategically positioned within an existing canal, necessitating the creation of a specialized cofferdam. His team engineered a 60x80-foot cofferdam with a height of 35 feet, utilizing sheet piles embedded 30 feet below the canal bed. The design incorporated a top ring beam to counteract lateral pressures from water and adjacent soil, while also facilitating the installation of sheet piles on one side. During construction, Mr. Compres addressed the stabilization of the nearby bridge foundation, which experienced settlement due to equipment traffic. This involved designing additional piles to reinforce the supporting beams at the bridge ends, ensuring structural integrity. Regency House Apartments (Miami Beach, FL) Mr. Compres oversaw structural assessment of an 8-story 57-unit building, performing a visual inspection to document existing conditions and develop recommendations for repair. The scope included a seawall inspection using a Video Ray Pro4 ROV equipped with Blue View multi-beam sonar. Deliverables consisted of written reports, video documentation, photographs, and sonar imagery. Additional investigation involved sounding and marking techniques to accurately determine the extent of concrete deterioration. Based on the assessment findings, comprehensive repair plans were prepared, including structural drawings, engineering calculations, a cost estimate for the identified deficiencies, and structural repair documentation for the adjacent 11-story building located on the project site. North District Wastewater Treatment Plant (NDWWTP) Pretreatment/Sludge Transfer Building Upgrades, Miami-Dade County Water & Sewer Department (MDWASD) Mr. Compres supervised the structural design for the NDWWTP Pretreatment/Sludge Transfer Building Upgrades for the Miami-Dade County Water & Sewer Department (MDWASD). His responsibilities included designing an exterior retaining wall to support a new egress balcony, reinforcing new openings, and designing two metal egress balconies and stairs, all supported by a concrete structure and auger cast concrete piles. The design also incorporated two metal canopies to cover both balconies and stairs. Additionally, Mr. Compres supervised the structural plans for the removal of five existing skylights, along with sealing and waterproofing two enclosures (74’ x 12’) and three 8’ x 5’ openings with metal-plated lids. He led the design of a concrete-reinforced diversion box and the construction of a new block wall in the lobby area to enclose several stairs. Furthermore, Mr. Compres oversaw the design of removable passthrough metal pads, attached to a concrete platform for worker safety, designed to be removed since part of the platform was above an existing machinery opening used for cranes. Finally, he supervised the design of a removable metallic lid for the Screening Room. Pump Station No. 592 - Miami-Dade Water and Sewer Department (WASD) Structural Design (Miami-Dade, FL) Mr. Compres played a critical role in designing approximately 2,750 LF of 24-inch force main along SW 147th Avenue, from SW 176th Street to SW 184th Street. His responsibilities included designing connections to existing 12-inch and 16-inch force mains, overseeing an open-cut pipeline installation, and designing a 200-foot micro-tunnel operation to cross a railroad easement. The pipeline continued south, connecting to an existing stub-out at SW 184th Street. 2455 Polk St. Buildings -Civil Design & Sewer Connection (Hollywood, FL) Mr. Compres, as the Engineer of Record, provided a set of civil drawings for the design of approximately 950 LF of gravity sewer line to connect the property to the City of Hollywood sewer system for the project. The project included 12 gravity sewer laterals, a water connection detail, paving and drainage, coordination with the building department to determine the connection point, all required GEI Consultants | City of Sunny Isles Beach | RFQ 26-07-01 121 JOSE A. COMPRES, PE 121 documentation for the FDOT permitting process, ongoing inspections during construction, and final certification as required by the city. Structural and Civil Plans Review Committee -South Florida Water Management District (SFWMD) (West Palm Beach, FL) Mr. Compres was responsible for the structural and civil review of project plans, specifications, and the Engineering Design Report for multiple projects under the South Florida Water Management District (SFWMD). Key projects included the Storm Treatment Areas Compartment C Build-out, the B509B Compartment B Build-out, and the Hurricane Hardening of Structure S352D. SE Drainage Project -Pump Station Design (Dania Beach, FL) Mr. Compres was responsible for updating the structural design of a pump station to incorporate a redesigned pump. The structural scope included revising the original drawings and calculations to ensure compatibility with the new pump and compliance with current building codes. Deliverables included coordinated structural drawings, supporting calculations, and documentation demonstrating compliance with applicable codes and standards. Miami-Dade Water and Sewer Department (WASD) Improvements to Pump Stations 301, 414, 415, 416, 417 & 449 (Miami-Dade County, FL) Mr. Compres supervised the assessment and design upgrades for multiple pump stations following an inspection of existing conditions in March 2015. His role involved analyzing SCADA data reviewing hydraulic information provided by MDWASD and conducting on-site inspections. Through his analysis, Mr. Compres identified issues such as undersized pumps, wet wells, discharge piping, and valve vaults, which led to the development of comprehensive recommendations for system improvements. Compartment ‘C’ Build Out G-508 Station, South Florida Water Management District (SFWM), (Hendry County, FL) Mr. Compres supervised the quantity take-off, pricing, bidding, and final submittal processes for the Storm Water Treatment Area (STA) on Compartment C. He played a critical role in supporting the improvement of existing STAs to enhance water quality before it entered the Everglades Protection Area. This project was vital for the South Florida Water Management District (SFWMD) to meet Everglades water quality standards and align with the long-term plan to ensure compliance with State regulations for water discharges into the protected area. In addition to his supervisory duties, Mr. Compres was responsible for scheduling, monitoring, and overseeing material testing to ensure the project adhered to quality standards and compliance requirements. GEI Consultants | City of Sunny Isles Beach | RFQ 26-07-01 122 GUIDO VAN MEEK, PE Civil Engineering Director EDUCATION •MS Civil Engineering, 1966 University of Maryland, College Park, Maryland •BS Civil Engineering 1962 Universidad Nacional de Colombia, Bogotá Colombia S.A. PROFESSIONAL REGISTRATION •Professional Engineer (P.E. Florida License No. 17382) •Professional Engineer (P.E. Colombia License No. 5286) PROFESSIONAL AFFILIATIONS •Florida Engineering Society, (FES) Miami Chapter. •National Society of Civil Engineers •American Society of Civil Engineers •Water Pollution Control Federation •American Water works Association •The Marine Council Interamerican Businessman Association FIELD OF SPECIALIZATION •Civil Engineering Design •Construction Management YEARS OF EXPERIENCE 50+Years EXPERIENCE SUMMARY Mr. Van Meek is a Senior Civil Engineer at Conemco Consultants, where he oversees the planning and development of designs within the Civil Engineering Department for both public and private sector projects. With decades of experience, his expertise spans roadways, water transmission and distribution, as well as sanitary sewer collection, treatment, and disposal. In addition, Mr. Van Meek plays a key role in project management, design, construction supervision, and conducting feasibility assessments. RELEVANT EXPERIENCE Miami-Dade Water and Sewer Department (WASD) Infiltration/Exfiltration/Inflow (I/E/l) Reduction Program Engineering and construction management to reduce more than 60 mgd of I/E/I within 5 years at an estimated cost to the county, of $100 M. Work includes work scheduling, permitting process, construction management, coordination with utility companies as well as federal, state and local regulatory agencies. Compartment ‘C’ Build Out G-508 Station, South Florida Water Management District (SFWM) (Hendry County, FL) Mr. Var Meek, as the Senior Engineer, supervised South Florida Water Management District, Storm Water Treatment Area (STA) on Compartment C land to assist the existing STA’s in improving the quality of water entering the Everglades Protection Area. This project enables the district to achieve Everglades water quality standards as part of the implementation of the long-term plan to ensure that all water discharging into the Everglades protection area complies with State water quality standards. Involved in the process from quantity take-off, pricing, bidding, and final submittal. Responsible for: scheduling, monitoring, and supervising the material testing of the project. F.E.M.A. Drainage Project - Miami-Dade County (Miami, FL) As Senior Engineer, Mr. Van Meek led the design of a new storm drainage system design, to alleviate the spread flooding experienced during the most recent (Irene and No-Name) storms that affected the County. Work includes water management analysis of the existing conditions, new design, coordination with other consultants including surveyors, utility coordination and construction coordination, and cost estimates. Camp Matecumbe Playground (Miami, FL) As the Senior Engineer, Mr. Van Meek provided construction management services and oversaw the preparation of complete civil drawings and calculations. His responsibilities included paving and drainage plans, parking lot profiles, traffic coordination, traffic signage and markings for the parking area and entry drive to support the property's permitting process. AAFERN New Office Building (Miami, FL) Mr. Van Meek assisted the Senior Engineer in the preparation of a complete set of structural and civil plans for the construction of a 24,000 sq. ft. office building and metal warehouse used for the maintenance and repair of large trucks. He also participated in the design of a concrete slab parking lot, including paving and drainage designs and traffic signage. GEI Consultants | City of Sunny Isles Beach | RFQ 26-07-01 123 GUIDO VAN MEEK, PE 123 Port of Miami Cruise Terminals 8 & 9, Parking Garage (Miami, FL) The scope of the project was to duplicate the Parking Garage for terminals 3, 4, and 5 and to reorient on new site located adjacently south of Passenger Terminal 8 & 9, including the relocation of all utilities and a complete redesign of the storm drainage system. Hidden Lake Office Park, Miami-Dade County (Boca Raton, FL) Mr. Van Meek, as the Senior Engineer, supervised the preparation of a complete set of civil design drawings for re-grading, repaving, and implementing a new drainage system as part of the reconstruction and expansion of the existing bus drop-off loop area.Additionally, as Project Manager under this contract, he provided consulting civil engineering services for access roadway improvements, a water transmission and distribution system, and a sanitary sewer collection and disposal system to serve a 16.5-acre commercial property. This development included seven office buildings, a 140-seat restaurant, and a 120-room hotel located at S.W. 127 Avenue and S.W. 128 Street in Miami-Dade County, Florida. Mr. Van Meek was directly responsible for preliminary engineering and design services, negotiations with regulatory agencies, the permitting process, and construction administration. Miami International Airport (MIA) Perimeter Road Expansion (Miami, FL) This project consisted of reconstructing Perimeter Road along the south portion of the airfield, realigning Perimeter Road along the east side of the Fuel Farm to NW 20th Street, interfacing with the proposed Perimeter Road Bridge and Central Boulevard Master Plan and providing a new connection from the existing North Service Road north to the Northeast Base and Building 5A. Hadley Park Community Center (Miami, FL) Civil engineering services include Paving, grading and drainage design, water main extension and sanitary sewer collection system to serve the center, coordination with the City of Miami Parks and Recreation Dept. and on their behalf with the State and local regulatory agencies, utility coordination, permitting process, and construction supervision. Miami-Dade Parks and Recreation Department (Miami-Dade, FL) As Senior Engineer, Mr. Van Meek supervised feasibility studies, engineering design, and the implementation of sanitary sewer connections for 16 parks to public sewers. The project was carried out in compliance with a Consent Decree between the Miami-Dade County Department of Environmental Resources Management (DERM) and the Miami-Dade Parks and Recreation Department (MDPR). Blanche Ely High School Bus Loop Renovation (Pompano Beach, FL) Mr. Van Meek as the Senior Engineer supervised the preparation of a complete set of civil design drawings for re-grading, repaving, and implementing a new drainage system as part of the reconstruction and expansion of the existing bus drop-off loop area. His work will include the supervision of the design of a new aluminum walkway and two additional walkways for the expanded bus drop-off loop. Stranahan High School Pool Deck (Fort Lauderdale, FL) Mr. Van Meek played an important role as part of the team overseeing civil plans for the repair of approximately 12,600 SF pool deck area, focusing on specifications related to proper deck drainage and pool functions. GEI Consultants | City of Sunny Isles Beach | RFQ 26-07-01 124 MARIELI P. FERREIRAS Civil Engineer Designer EDUCATION  BS Civil Engineering Pontificia Universidad Católica Madre y Maestra, 2015 PROFESSIONAL REGISTRATION  Professional Engineer Dom. Rep. P.E. #38109 CERTIFICATION • OSHA 30 Hours & Scaffolding Certication • Construction Management Certicate Program—PACE University, 2020 FIELD OF SPECIALIZATION • Civil Engineering Design & Inspections • Structural Engineering Design & Inspections • Project Management • Inspections • Land Surveying • Concrete Restoration Assessment YEARS OF EXPERIENCE 8 Years EXPERIENCE SUMMARY At Conemco Consultants, Mrs. Ferreiras is a key member of the project management team. She provides structural design, inspections, and evaluations for various infrastructure projects, ensuring compliance with applicable codes and standards. Mrs. Ferreiras is skilled in performing structural assessments and calculations for complex facilities, working closely with contractors to ensure smooth project execution. Her deep understanding of structural requirements consistently contributes to successful project delivery. As an Assistant Engineer, she has demonstrated exceptional technical expertise in delivering high-quality results across a range of projects. RELEVANT EXPERIENCE 2224 Pierce St (Hollywood, FL) Mrs. Ferreiras prepared a complete set of civil engineering plans for the installation of approximately 335 linear feet of gravity sewer line connecting the project site to the City of Hollywood sewer system. Her responsibilities included the design of sixteen lateral connections, water service details, paving and drainage systems, as well as the preparation of all required documentation for the FDOT permitting process. The civil plans developed by Mrs. Ferreiras incorporated the location of existing and proposed potable water and sewer infrastructure, points of connection, proposed easements, estimated flows and calculations, and schematic layouts for water distribution, sewage collection, and drainage systems. Her design addressed piping alignments, manholes, lift stations, drainage outfalls, flow directions, private road grading, floor elevations, and stormwater management requirements. Additionally, she detailed storm drainpipes, headwalls, manholes, swales, and catch basins, ensuring full compliance with South Florida Water Management District regulations. Site inspections were conducted during construction, and final certification was issued in accordance with city requirements. Dolphin Linear Park - Walkway Lighting and Fitness Equipment EDP-PR-21030322001 (Miami Gardens, FL) Mrs. Ferreiras prepared a set of drawings and calculations for six fitness equipment stations, one cooling station, and six lighting pole base structures. The civil drawings included paving and drainage for the fitness equipment stations, water connection and distribution for the cooling station and hose bib, and all necessary utility coordination. Additionally, a preliminary cost estimate and specifications were provided to prepare the completed bid package. Blanche Ely High School Bus Loop Renovation (Pompano Beach, FL) Mrs. Ferreiras assisted with the preparation of a set of civil drawings for the re-grading, re-paving, and installation of a new drainage system for the reconstruction and expansion of the existing bus drop-off area. The scope also included the installation of a new aluminum walkway, construction of two additional walkways for the proposed bus drop-off, and structural plans for the new screen wall to enclose the existing cooling towers 125GEI Consultants | City of Sunny Isles Beach | RFQ 26-07-01 MARIELI P. FERREIRAS Flamingo Childcare Facility (Miami Beach, FL) Mrs. Ferreiras prepared a set of civil drawings and calculations for the paving, grading, drainage, and water and sewer connection design for a new childcare facility to be built at Flamingo Park on Miami Beach. Rojo Bros, LLC Building Office (Miami, FL) As the Lead Coordinator for a civil and construction project, Mrs. Ferreiras played a critical role in the development of stormwater drain improvements, new water and sewer connections, paving, and sloping. She coordinated survey efforts and collaborated closely with the surveying team to collect field data. Her team employed hybrid solutions, including pervious concrete and trench drains, to reduce runoff and enable groundwater recharge. In addition to her coordination efforts, Mrs. Ferreiras was instrumental in the Right of Way (R/W) mapping process, assisting with survey topography, horizontal and vertical controls, and R/W design and easements. She also reviewed survey designs and R/W for several ingress and egress roadways. Pump Station W1 (Miami Beach, FL) Mrs. Ferreiras managed structural design for slab supports, equipment framing, and access features. Ensured compliance with Miami-Dade Water and Sewer standards and local codes. She oversaw preparation and timely delivery of 30%, 90%, and 100% construction documents. FLL Westside Water Main Expansion Loop (Fort Lauderdale, FL) Mrs. Ferreiras was part of the team that provided a set of structural plans and calculations for a manhole designed to house an Air Release Valve (ARV). The structural designs included the foundation, slab, and walls of the manhole to withstand a wheel load of 75,000 pounds and a hydrostatic load of 62.4 pounds per cubic foot. The design complied with Federal Aviation Administration (FAA) requirements. Pump Stations 536- 1310- Westwood Lakes Maintenance Facility with Pump Station 683 (Miami, FL) Mrs. Ferreiras prepared structural drawings and supporting calculations as part of a flood mitigation and impact protection solution for the facilities. Her responsibilities also included conducting site visits to gather field data and developing a basis for design reports. All work was completed in full compliance with Miami-Dade Water and Sewer Department standards, as well as all applicable codes and regulations. Pump Station W-2 (Miami Beach, FL) Mrs. Ferreiras served as Project Manager for the structural engineering design of the Storm Proof Pump Station W-2 in Miami Beach, FL. She oversaw the development of structural plans for new slab supports for generators, pumps, motors, and HVAC equipment, as well as the structural framing for new doors, windows, and louvers. Mrs. Ferreiras ensured the design met Public Works standards, Miami Dade Water and Sewer Department requirements, and all applicable local codes. She managed the preparation and coordination of 30%, 90%, and 100% construction documents, as well as bid-ready deliverables, ensuring quality and timely submission throughout all project phases. Deerfield Beach Middle School (Deerfield Beach, FL) Mrs. Ferreiras played a key role in preparing civil plans for connecting Building 1's sprinkler system and roof drainage leaders to the existing stormwater collection pipes. She meticulously reviewed the available record drawings and existing specifications to ensure compliance with regulatory standards. Additionally, Mrs. Ferreiras conducted a special-purpose topographic survey, focused specifically on the client's designated boundary areas, to provide accurate civil details and underground utility plans. As an Assistant Civil Engineer, Mrs. Ferreiras demonstrated her technical expertise and attention to detail, delivering high-quality results for the project. GEI Consultants | City of Sunny Isles Beach | RFQ 26-07-01 126 ALEJANDRO ESTEVEZ, PE Electrical Engineering Director EDUCATION •Master of Science in Engineering Management, Florida International University, Miami, FL, 2017 •Bachelor of Science in Electrical Engineering, Florida International University, Miami, FL, 2014 •Bachelor of Science in Computer Engineering, Florida International University, Miami, FL, 2014 PROFESSIONAL REGISTRATION •Professional Engineer Florida P.E. # 97203 CERTIFICATIONS •Six Sigma Green Belt (CSSGB) •OSHA 30-Hour •Prosci Change Management (POPM) FIELD OF SPECIALIZATION •Electrical Design •Electrical PQ Testing •Project Management •Aigile System Product Owner YEARS OF EXPERIENCE 10+Years EXPERIENCE SUMMARY With over a decade of experience in engineering, consulting, and energy operations, Mr. Estevez has built expertise in project management, systems integration, and technical analysis. His background includes leading agile teams to implement enterprise-wide digital platforms, performing advanced engineering calculations for large-scale projects, and directing field operations across multiple regions. He has supervised union workforces, overseen power quality testing at various system levels, and delivered consulting services that improve organizational efficiency and performance. Combining leadership and technical acumen, he provides effective solutions that enhance reliability, streamline processes, and support long-term growth in both private and public sectors. RELEVANT EXPERIENCE Alexander Orr Water Treatment (Miami, FL) Mr. Estevez led a team that performed a transient analysis to the South Florida plant by installing recorders to capture the transient occurrences that were reported. The intricate findings, which lasted several weeks, was resolved after several conversations led by Mr. Estevez, that traced the faults coming from two feeders in the same bus at the utility substation. WASD Pump Stations Upgrades (Miami, FL) Mr. Estevez was direct point of contact for a WASD pump station electrical upgrades of over 20 stations in Miami. The upgrade design requirements spanned from specific voltage requests, phasing upgrade, relocations among other. Each unique project presented challenges from the governing municipalities, required coordination with other utilities, and sometimes redundancy power for disruptions and scheduled outages. Miami Lakes Town Center (Miami Lakes, FL) Mr. Estevez oversaw a multi-phase project in Main St, Miami Lakes, in conjunction with The Graham Companies, that was divided into 4 separate folios, spread over 1,000,000 Sq.Ft, and accounted for 8 total buildings inclusive of retail, office, and residential buildings. The timeline, strict ordinances, and construction environment created complex project management conditions that were successfully overcame with clear communication and prompt decision making. Transbay Power Load Study (Pittsburg, CA) Mr. Estevez conducted a power quality analysis at a DC plant with the assistance of several qualified plant technicians. CT monitoring devices were placed at a pre-determined location for an extended period of time to monitor harmonic distortion, which was further analyzed on a power monitoring software to provide graphical findings and recommendations. Blue Lagoon Residences (Miami, FL) Mr. Estevez was lead engineer in charge of designing and managing full electrical implementation to project that included two 8-story buildings, one 2-story club house, and two 3-story garages. This multifamily project was over 400,000 Sq. Ft, has over 270 living units, and required over 2000KVA. GEI Consultants | City of Sunny Isles Beach | RFQ 26-07-01 127 ALEJANDRO ESTEVEZ, PE 127 Mt. Sinai Hospital (Miami Beach, FL) Mr. Estevez led an imminent power quality investigation with a team of specialized individuals, such as chief electricians, control center dispatchers, dedicated switchmen, account manager, among others, to quickly understand the cause of voltage sags that were occurring at the hospital. Being such a delicate case, the investigation was done overnight to minimize impact, and a resolution was swiftly implemented to avoid any unprecedented equipment failure conditions. Flagler Global Logistics Countyline (Hialeah, FL) Mr. Estevez was in charge of all electrical infrastructure discussions to a corporate park that included 8 load-heavy commercial warehouses on Phase 1 of a multi-year plan. Discussions and coordination were needed in order to add a substation in the area. Initial electrical load for Phase 1 surpassed 13,000KVA and 50,000KVA were projected within 10 years. The construction site, located north of NW 154th St and east of NW 107th Ave, has a total area of over 20,000,000 Sq.Ft. Aventura Mall Outage (Aventura, FL) Mr. Estevez, during a tenure on the field operation side, responded to a high-profile outage directing a team of union employees to respond and immediately repair equipment failure. SCADA logs and record engineering drawings were carefully analyzed to understand the risk points and provide redundancy recommendations for future instances. As the responding supervisor, Mr. Estevez for quick response plan of action. All affected stakeholders were maintained updated, including media, during the event. Hardrock Stadium Operations (Miami Gardens, FL) Mr. Estevez was appointed operations point of contact between the engineering department at Hard Rock Stadium and electrical utility. Over the course of 3 years with events such as NFL/ NCAA televised games (including the 2020 Superbowl), Miami Tennis Open, and the highly anticipated debut of F1 in 2022, Mr. Estevez assumed role to always coordinate electrical certainty. Constant deliberations prior to these events with follow-up recommendations resulted in reliable electrical service. With millions of dollars in revenue at stake,electrical certainty is overshadowed but extremely important. In 2013 there was a blackout in Mercedes-Benz Superdome, in New Orleans, during the 2013 Superbowl for 34 minutes that caused rippling effects to the industry. Prestigious televised events have a large audience and Mr. Estevez,and his team valued the responsibility given during his tenure as direct point of contact. Communication, technical deliberation, and timely decisions are a pillar to the role and were clearly demonstrated. 1400 Centrepark Boulevard, Suite 601 West Palm Beach, FL 33401