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Agreement with Cederberg Cummins Inc. DocuSign Envelope ID:8A38D49D-0147-4D7D-912E-1 C394B896CD4 Contract No. 20-161-01 AGREEMENT BETWEEN CITY OF MIAMI BEACH AND CEDERBERG CUMMINS INC FOR PROFESSIONAL COASTAL ENGINEERING SERVICES FOR WATERWAY DREDGING PURSUANT TO REQUEST FOR QUALIFICATIONS NO. 2020-161-ND RESOLUTION NO. 2020-31389 1 DocuSign Envelope ID:8A38D49D-0147-4D7D-912E-1 C394B896CD4 TABLE OF CONTENTS DESCRIPTION PAGE ARTICLE 1. DEFINITIONS 4 ARTICLE 2. BASIC SERVICES 8 ARTICLE 3. THE CITY'S RESPONSIBILITIES 13 ARTICLE 4. RESPONSIBILITY FOR CONSTRUCTION COST 15 ARTICLE 5. ADDITIONAL SERVICES 15 ARTICLE 6. REIMBURSABLE EXPENSES 17 ARTICLE 7. COMPENSATION FOR SERVICES 17 ARTICLE 8. CONSULTANT'S ACCOUNTING AND OTHER RECORDS 18 ARTICLE 9. OWNERSHIP OF PROJECT DOCUMENTS 17 ARTICLE 10. TERMINATION OF AGREEMENT 19 ARTICLE 11. INSURANCE 19 ARTICLE 12. INDEMNIFICATION AND HOLD HARMLESS 20 ARTICLE 13. ERRORS AND OMISSIONS 21 ARTICLE 14. LIMITATION OF LIABILITY 21 ARTICLE 15. NOTICE 22 ARTICLE 16. FLORIDA PUBLIC RECORDS LAW 23 ARTICLE 17. INSPECTOR GENERAL AUDIT RIGHTS 24 ARTICLE 18. MISCELLANEOUS PROVISIONS 26 2 DocuSign Envelope ID:8A38D49D-0147-4D7D-912E-1 C394B896CD4 SCHEDULES: SCHEDULE A 30 SCHEDULE B 35 SCHEDULE C 36 ATTACHMENTS: ATTACHMENT A ATTACHMENT B ATTACHMENT C 3 DocuSign Envelope ID:8A38D49D-0147-4D7D-912E-1 C394B896CD4 AGREEMENT BETWEEN THE CITY OF MIAMI BEACH AND CUMMINS CEDERBERG, INC. FOR PROFESSIONAL COASTAL ENGINEERING SERVICES FOR WATERWAY DREDGING 6/1/2021 1 6:38 EDT This Agreement made and entered into this day of , 20 (Effective Date), by and between the CITY OF MIAMI BEACH, a municipal corporation existing under the laws of the State of Florida, having its principal offices at 1700 Convention Center Drive, Miami Beach, Florida, 33139, (hereinafter referred to as City), and CUMMINS CEDERBERG, INC., a Florida profit corporation having its principal office at 7550 Red Road, #217, South Miami, FL, 33143 (hereinafter referred to as Consultant). WITNESSETH: WHEREAS, on May 13, 2020 the Mayor and City Commission authorized the issuance of Request for Qualifications No. 2020-161-ND for Professional Coastal Engineering Services for Waterway Dredging (the RFQ); and WHEREAS, on September 16, 2020, the City Commission approved Resolution No. 2020-31389, respectively, authorizing the City to enter into negotiations with Cummins Cederberg, Inc., as the top ranked proposer and, if successful, execute an agreement with the Consultant pursuant to the RFQ; and WHEREAS, City and the Consultant have negotiated the following agreement pursuant to the RFQ; and NOW THEREFORE, City and Consultant, in consideration of the mutual covenants and agreement herein contained, agree as follows: ARTICLE 1. DEFINITIONS 1.1 Definitions. The definitions included in this Section are not exhaustive of all definitions used in this Agreement. Additional terms may be defined in other Contract Documents. The following terms shall have the meanings specified herein unless otherwise stated herein: ADDITIONAL SERVICES: "Additional Services" shall mean those services, in addition to the Basic Services in this Agreement, as described in Article 5 and the Consultant Service Order, which the Consultant shall perform, at the City's option, and which must be duly authorized, in writing, by the City Manager or his authorized designee, prior to commencement of same. 4 DocuSign Envelope ID:8A38D49D-0147-4D7D-912E-1 C394B896CD4 APPLICABLE LAWS: "Applicable Laws" means all laws, statutes, codes (including, but not • limited to, building codes), ordinances, rules, regulations, lawful orders and decrees of governmental authorities having jurisdiction over the Project, the Project Site or the Parties. BASIC SERVICES: "Basic Services" shall include those services which Consultant shall perform in accordance with the terms of the Agreement, as described in Article 2 and the Consultant Service Order. Any Services not specifically enumerated as Additional Services (as defined herein) shall also be considered Basic Services. CITY (OR OWNER): The "City" shall mean the City of Miami Beach, a Florida municipal corporation having its principal offices at 1700 Convention Center Drive, Miami Beach, Florida, 33139. In all respects hereunder, City's obligations and performance is pursuant to City's position as the owner of the Project acting in its proprietary capacity. In the event City exercises its regulatory authority as a governmental body including, but not limited to, its regulatory authority for code inspections and issuance of Building Department permits, Public Works Department permits, or other applicable permits within its jurisdiction, the exercise of such regulatory authority and the enforcement of any Applicable Laws shall be deemed to have occurred pursuant to City's regulatory authority as a governmental body and shall not be attributable in any manner to City as a Party to this Agreement. CITY COMMISSION: "City Commission" shall mean the governing and legislative body of the City. CITY MANAGER: The "City Manager" shall mean the chief administrative officer of the City. The City Manager shall also be construed to include any duly authorized representatives designated by the City Manager in writing, including the Project Administrator, with respect to any specific matter(s) concerning the Services and/or this Agreement (exclusive of those authorizations reserved to the City Commission under this Agreement, or to regulatory or administrative bodies having jurisdiction over the Project). CONSTRUCTION DOCUMENTS: "Construction Documents" shall mean the final (100% completed) plans, technical specifications, drawings, schematics, documents, and diagrams prepared by the architect/engineer of record for the Project, setting forth in detail the requirements for the construction of the Project. The Construction Documents shall set forth in full all details necessary to complete the construction of the Project in accordance with the Contract Documents. Construction Documents shall not be part of the Contract Documents, until (a) the Consultant has submitted completed Construction Documents to the City and (b) they have been reviewed and approved by the City and any agencies having jurisdiction in accordance with the procedures as otherwise provided by the Contract Documents. CONSULTANT: The named entity on page 1 of this Agreement, the "Consultant" shall mean the qualified and properly professionally licensed professional in the State of Florida and as otherwise required by any entities, agencies, boards, governmental authorities and/or any other professional organizations with jurisdiction governing the professional practice area for which the professional has been engaged by City and who will perform (or cause to be performed through Subconsultants acceptable to the City) all Services required under this Agreement and/or Consultant Service Order. When the term "Consultant" is used in this Agreement it shall also be deemed to include any officers, employees, or agents of Consultants, and any other person or entity acting under the supervision, direction, or control of Consultant to 5 DocuSign Envelope ID:8A38D49D-0147-4D7D-912E-1 C394B896CD4 provide any Services or similar professional services with respect to a Project ("Subconsultants"). The Consultant shall not be replaced by any other entity, except as otherwise permitted in this Agreement. Further, any Subconsultant that may perform Services on behalf of the Consultant shall be a qualified and properly professionally licensed professional in the State of Florida and as otherwise required by any entities, agencies, boards, governmental authorities and/or any other professional organizations with jurisdiction governing the professional practice area for which the Subconsultant has been engaged by Consultant to perform professional services in connection with the Project. The Subconsultants in Schedule "C", attached hereto, are hereby approved by the City Manager for the Project. CONSULTANT SERVICE ORDER: Consultant Service Order (CSO) shall mean the work order issued by the City to Consultant (in substantial form as in Schedule A-1 attached hereto), that specifically describes and delineates the particular Services (Basic Services and/or Additional Services) which will be required of Consultant for the Project that is the subject of such Consultant Service Order, and which may include studies or study activity, and/or professional services as defined in Section 287.055 of the Florida Statutes. Consultant Service Orders shall comply with Section 287.055 of the Florida Statutes the Consultants Competitive Negotiations Act (CCNA). Consultant Service Order shall be approved in accordance with Contract Approval . Authority Procedure 03.02 or as amended. The City Manager reserves the right to seek and obtain concurrence of the City Commission for approval of any such Consultant Service Order. CONTRACT AMENDMENT: "Contract Amendment" shall mean a written modification to the Agreement approved by the City (as specified below) and executed between City and Consultant, covering changes, additions, or reductions in the terms of this Agreement including, without limitation, authorizing a change in the Services, or the method and manner of performance thereof, or an adjustment in the fee and/or completion dates. Contract Amendments shall be approved in accordance with Contract Approval Authority Procedure 03.02 or as amended. The City Manager reserves the right to seek and obtain concurrence of the City Commission for approval of any such Contract Amendment. CONTRACT DOCUMENTS: "Contract Documents" shall mean this Agreement (together with all exhibits, addenda, Consultant Service Orders and written amendments issued thereto), and all Design Documents and Construction Documents. The Contract Documents shall also include, without limitation (together with all exhibits, addenda, and written amendments issued thereto), Attachments A, B, and C hereto, the Request for Qualifications (RFQ), instructions to bidders, bid form, bid bond, Design Criteria Package (if any), the Contract for Construction, surety payment and performance bonds, Conditions of the Contract for Construction (General, Supplementary, and other Conditions), Divisions 0-17 specifications, an approved Change Order(s), approved Construction Change Directive(s), and/or approved written order(s) for a minor change in the Work. CONTRACT FOR CONSTRUCTION: "Contract for Construction" shall mean the legally binding agreement between City and Contractor for performance of the Work covered in the Contract Documents, including, without limitation, a general contractor, construction manager, design- builder or any other duly licensed construction contractor selected pursuant to any other procurement methodology available under Florida law. • CONTRACTOR: "Contractor" shall mean the individual or individuals, firm, company, corporation, joint venture, or other entity contracting with City for performance of the Work 6 • DocuSign Envelope ID:8A38D49D-0147-4D7D-912E-1 C394B896CD4 covered in the Contract Documents. FORCE MAJEURE: "Force Majeure" shall mean any delay occasioned by superior or irresistible force occasioned by violence in nature without the interference of human agency such as a hurricane, tornado, flood, loss caused by fire and other similar unavoidable casualties; or other causes beyond the City's or Consultant's control that are not due to any act, omission or negligence of either City or Consultant and, which have, or may be reasonably expected to have, a material adverse effect on the Project, or on the rights and obligations of City or Consultant under this Agreement and which, by the exercise of due diligence, such parties shall not have been able to avoid; provided, however, that inclement weather(except as noted above), the acts or omissions of Subconsultants, the Contractor and its sub-contractors, market conditions, labor conditions, construction industry price trends, and similar matters which normally impact on the construction process shall not be considered a Force Majeure. If the Consultant is delayed in performing any obligation under this Agreement due to a Force Majeure, the Consultant shall request a time extension from the Project Administrator within five (5) business days of said Force Majeure. Any time extension shall be subject to mutual agreement and shall not be cause for any claim by the Consultant for extra compensation, unless Additional Services are required and approved pursuant to Article 5 hereof. PROJECT: The "Project" shall mean that certain City capital project described in the Consultant Service Order. PROJECT ADMINISTRATOR: The "Project Administrator" shall mean the individual designated by the City Manager who shall be the City's authorized representative to issue directives and notices on behalf of the City with respect to all matters concerning the Services of this Agreement (exclusive of those authorizations reserved to the City Manager or City Commission under this Agreement, or to regulatory or administrative bodies having jurisdiction over the Project). PROPOSAL DOCUMENTS: "Proposal Documents" shall mean the RFQ, together with all amendments or addenda thereto (if any), which is incorporated by reference to this Agreement and made a part hereof; provided, however, that in the event of an express conflict between the Proposal Documents and this Agreement, the Agreement shall prevail. Consultant's proposal in response to the RFQ is included for reference purposes only and shall not be incorporated as part of this Agreement, except with respect to Consultant's representations regarding the qualifications and experience of Consultant and its key personnel, its commitment to provide the key personnel listed therein, and its capability to perform and deliver the Services in accordance with this Agreement and consistent with the all representations made therein. SCHEDULES: "Schedules" shall mean the various schedules attached to this Agreement and referred to as follows: Schedule A— Scope of Services Schedule A-1 —Consultant Service Order Schedule B— Rate Schedule Schedule C— Approved Subconsultants. SCOPE OF SERVICES: "Scope of Services" shall include the Project Scope, Basic Services, and any Additional Services (as approved by the City), all as described in Schedule "A" hereto. 7 DocuSign Envelope ID:8A38D49D-0147-4D7D-912E-1 C394B896CD4 SERVICES: "Services" shall mean all services, work, and actions by the Consultant performed pursuant to or undertaken under this Agreement, including services delineated as part of the Scope of Services. SOFT COSTS: "Soft Costs" shall mean costs related to the Project other than Construction Cost including, without limitation, Consultant's Basic Services, Additional Services, surveys, testing, general consultant, financing, permitting fees and other similar costs, as determined by the City, that are not considered as direct costs for the construction of the Project. WORK: "Work" shall mean all labor, materials, equipment, supplies, tools, machinery, utilities, fabrication, transportation, insurance, bonds, permits and conditions thereof, building code changes and government approvals, licenses, tests, quality assurance and/or quality control inspections and related certifications, surveys, studies, and other items, work and services that are necessary or appropriate for the total construction, installation, and functioning of the Project, together with all additional, collateral and incidental items, and work and services required for delivery of a completed, fully functional and functioning Project as set forth in the Contract Documents. ARTICLE 2. BASIC SERVICES 2.1 Consultant shall provide Basic Services for the Project in accordance with the Scope of Services, as specifically described in the Consultant Service Order, and further, in accordance with the Contract Documents. 2.2 The Services will be commenced by the Consultant upon receipt of a written Consultant Service Order signed by the City Manager or the Project Administrator. Consultant shall countersign the Consultant Service Order upon receipt and return the signed copy to the City. Consultant Service Order shall be executed in accordance with Contract Approval Authority Procedure 03.02 or as amended. Any Consultant Service Order not executed in accordance with Contract Approval Authority Procedure 03.02 shall be null and void. 2.3 As it relates to the Services and the Project, Consultant warrants and represents to the City that it is knowledgeable of and shall comply with all Applicable Laws. The Consultant agrees to comply with all Applicable Laws, whether now in effect or as may be amended or adopted from time to time, and shall further take into account all known pending changes to the foregoing of which it should reasonably be aware. 2.4 The Consultant warrants and represents to the City that all of the Services required under this Agreement shall be performed in accordance with the standard of care normally exercised in comparable projects in South Florida. Consultant warrants and represents to the City that it is experienced, fully qualified, and properly licensed (pursuant to Applicable Laws) to perform the Services. Consultant warrants and represents to the City that it is responsible for the technical accuracy of the Services. 2.5 The Consultant's Basic Services may consist of various coastal engineering related tasks and Additional Services (as may be approved), all as further described in the Consultant Service Order; and shall also include any and all of Consultant's responsibilities and obligations 8 DocuSign Envelope ID:8A38D49D-0147-4D7D-912E-1 C394B896CD4 with respect to the Project, as set forth in the General Conditions of the Contract for Construction. 2.6 RESPONSIBILITY FOR CLAIMS AND LIABILITIES: No action or omission by City shall waive or excuse Consultant's obligations under the Agreement and/or other Contract Documents and that Consultant shall remain fully liable for all work performed by Consultant including, without limitation, any design errors or omissions (if applicable to the services per-formed by Consultant). Written decisions and/or approvals issued by the City shall not constitute nor be deemed a release of the responsibility and liability of the Consultant (or any Subconsultants), for the accuracy and competency of the Services, nor shall any City approval and/or decisions be deemed to be an assumption of such responsibility by the City for a defect, error or omission in the Services. Moreover, neither the City's inspection, review, approval or acceptance of, nor payment for, any Services required under the Agreement shall be construed to relieve the Consultant (or any Subconsultant) of its obligations and responsibilities under the Agreement, nor constitute a waiver of any of the City's rights under the Agreement, or of any cause of action arising out of the performance of the Agreement. The Consultant shall be and remain liable to the City in accordance with Applicable Laws for all damages to City caused by any failure of the Consultant or to comply with the terms and conditions of the Agreement or by the Consultant's misconduct, unlawful acts, negligent acts, errors or omissions in the performance of the Agreement. 2.7 TIME: It is understood that time is of the essence in the completion of the Project and, in this respect, the parties agree as follows: 2.7.1 Term: The term of this Agreement shall commence upon execution by the City and Consultant, which shall be the Effective Date referred to on page 1 hereof, and shall be in effect for three (3) years ("Initial Term"), plus two (2), one (1) year renewal options, to be exercised at the sole discretion of the City Manager (Initial Term and any renewals shall be collectively referred to as the "Term"). Notwithstanding the preceding Term, Consultant shall adhere to any and all timelines and/or deadlines, as set forth in the Consultant Service Order, including the time for completion of the work and/or services for such Project(as set forth in the particular Consultant Service Order). 2.7.2 The Consultant shall perform the Services as expeditiously as is consistent with the standard of professional skill and care required by this Agreement, and the orderly progress of the Work. 2.7.3 Recognizing that the construction of other projects within the City may affect scheduling of the construction for the Project, the Consultant shall diligently coordinate performance of the Services with the City (through the Project Administrator) in order to provide for the safe, expeditious, economical and efficient completion of the Project, without negatively impacting concurrent work by others. 2.7.4 The Services shall be performed in a manner that shall conform to the Consultant Service Order. The Consultant may submit requests for an adjustment to the Consultant Service Order completion time, if made necessary because of undue delays resulting from untimely review taken by the City(or authorities having jurisdiction over the Project) to approve the Consultant's submissions, or any other portion of the Services requiring approval by the City (or other governmental authorities having jurisdiction over the 9 DocuSign Envelope ID:8A38D49D-0147-4D7D-912E-1 C394B896CD4 Project). Consultant shall immediately provide the Project Administrator with written notice slating the reason fur the particular delay; the requested adjustment (i.e. extension) to the Project Schedule; and a revised anticipated schedule of completion. Upon receipt and review of Consultant's request (and such other documentation as the Project Administrator may require), the Project Administrator may grant a reasonable extension of time for completion of the particular work involved, and authorize that the appropriate adjustment be made to the Project Schedule. The Project Administrator's approval (if granted) shall be in writing. 2.8 Consultant shall use its best efforts to maintain a constructive, professional, cooperative working relationship with the Project Administrator, Contractor, and any and all other individuals and/or firms that have been contracted, or otherwise retained, to perform work on the Project. 2.9 The Consultant shall perform its duties under this Agreement, and under a Consultant Service Order, in a competent, timely and professional manner, and shall be responsible to the City for any failure in its performance, except to the extent that acts or omissions by the City make such performance impossible. 2.10 The Consultant is responsible for the professional quality, technical accuracy, completeness, performance and coordination of all Services required under the Agreement and under the Consultant Service Order (including the services performed by Subconsultants), within the specified time period and specified cost. The Consultant shall perform the Services utilizing the skill, knowledge, and judgment ordinarily possessed and used by a proficient consultant with respect to the disciplines required for the performance of such Services in the State of Florida. The Consultant is responsible for and shall represent to City that the Services conform to the City's requirements, the Contract Documents and all Applicable Laws. The Consultant shall be and remain liable to the City for all damages to the City caused by the Consultant's negligent acts or errors or omissions in the performance of the Services. In addition to all other rights and remedies which the City may have, the Consultant shall, at its expense, re-perform all or any portion of the Services to correct any deficiencies which result from the Consultant's failure to perform in accordance with the above standards. The Project Administrator shall notify the Consultant, in writing, of any deficiencies and shall approve the method and timing of the corrections. 2.11 The City shall have the right, at any time, in its sole and absolute discretion, to submit for review to other consultants (engaged by the City at its expense) any or all parts of the Services and the Consultant shall fully cooperate in such review(s). Whenever others are required to verify, review, or consider any Services performed by Consultant (including, without limitation, contractors, other design professionals, and/or other consultants retained by the City), the intent of such requirement is to enable the Consultant to receive input from others' professional expertise to identify any discrepancies, errors or omissions that are inconsistent with industry standards relating to comparable projects; or which are inconsistent with Applicable Laws; or which are inconsistent with standards, decisions or approvals provided by the City under this Agreement. Consultant will use reasonable care and skill, in accordance and consistent with customary professional standards, in responding to items identified by other reviewers in accordance with this subsection. Consultant shall receive comments from reviewers, in writing. Consultant shall address comments forwarded to it in a timely manner. The term "timely" shall be defined to mean as soon as possible under the circumstances, taking into account the timelines of the Project schedule. 10 DocuSign Envelope ID:8A38D49D-0147-4D7D-912E-1 C394B896CD4 2.11.1 The Consultant is advised that a performance evaluation of the Services rendered throughout this Agreement will be completed by the City arid kept in the City's files for evaluation of future solicitations. 2.12 Consultant agrees that when any portion of the Services relates to a professional service which, under Florida Statutes, requires a license, certificate of authorization, or other form of legal entitlement to practice and/or perform such Service(s), it shall employ and/or retain only qualified duly licensed certified personnel to provide same. 2.13 Consultant agrees to designate, in writing, within five (5) calendar days after receiving a fully executed Consultant Service Order, a qualified licensed professional to serve as its project manager (hereinafter referred to as the "Project Manager"). The Project Manager shall be authorized and responsible to act on behalf of Consultant with respect to directing, coordinating and administrating all aspects of the Services. Consultant's Project Manager (as well as any replacement) shall be subject to the prior written approval of the City Manager or the Project Administrator. Replacement(including reassignment) of an approved Project Manager shall not be made without the prior written approval of the City Manager or his designee (i.e. the Project Administrator). 2.13.1 Consultant agrees, within fourteen (14) calendar days of receipt of written notice from the City Manager or the Project Administrator (which notice shall state the cause therefore), to promptly remove and replace a Project Manager, or any other personnel employed or otherwise retained by Consultant for the Project ( including, without limitation, any Subconsultants). 2.14 Consultant agrees not to divulge, furnish or make available to any third party(ies), any non-public information concerning the Services or the Project, without the prior written consent of the City Manager or the Project Administrator, unless such disclosure is incident to the proper performance of the Services; or the disclosure is required pursuant to Florida Public Records laws; or, in the course of judicial proceedings, where such information has been properly subpoenaed. Consultant shall also require Subconsultants to comply with this subsection. 2.15 The City and Consultant acknowledge that the Services, as described in the Agreement and the Consultant Service Order, do not delineate every detail and minor work task required to be performed by Consultant to complete the work and/or services described and delineated under a Consultant Service Order issued to Consultant by the City for a particular Project. If, during the course of performing work, services and/or tasks on a particular Consultant Service Order, Consultant determines that work and/or services should be performed (to complete the Project delineated under such Order) which is, in the Consultant's reasonable opinion, outside the level of effort originally anticipated in the Consultant Service Order, then Consultant shall promptly notify the Project Administrator, in writing, and shall obtain the Project Administrator's written consent before proceeding with such work and/or services. If Consultant proceeds with any such additional work and/or services without obtaining the prior written consent of the Project Administrator, said work and/or services shall be deemed to be a Basic Service under this Agreement and shall also be deemed to be within the scope of services delineated in the Consultant Service Order(whether or not specifically addressed in the Scope of Services). Mere notice by Consultant to the Project Administrator shall not constitute authorization or approval by the City to perform such work. Performance of any such work and/or services by Consultant without the prior written consent of the Project Administrator shall be undertaken at Consultant's sole risk and liability. 11 DocuSign Envelope ID:8A38D49D-0147-4D7D-912E-1 C394B896CD4 2.16 Consultant shall establish, maintain, and categorize any and all Project documents and records pertinent to the Services and shall provide the City, upon request, with copies of any and all such documents and/or records. In addition, Consultant shall provide electronic document files to the City upon completion of the Project. 2.17 THE CITY HAS NO OBLIGATION TO ASSIST, FACILITATE AND/OR PERFORM IN ANY WAY THE CONSULTANT'S OBLIGATIONS UNDER THE AGREEMENT OR OTHER CONTRACT DOCUMENTS. THE CITY'S PARTICIPATION, FACILITATION AND/OR ASSISTANCE TO THE CONSULTANT SHALL BE AT ITS SOLE DISCRETION AND SHALL NOT, IN ANY WAY, BE CONSTRUED, INTERPRETED AND/OR CONSTITUTE AN ASSUMPTION BY THE CITY OF CONSULTANT'S OBLIGATIONS, A WAIVER OF CONSULTANT'S OBLIGATIONS AND/OR EXCUSE ANY BREACH BY CONSULTANT OF ITS OBLIGATIONS UNDER THE CONTRACT DOCUMENTS. THE PARTICIPATION IN THE PERFORMANCE OF ANY OF CONSULTANT'S OBLIGATIONS SHALL NOT PRECLUDE THE CITY FROM DECLARING CONSULTANT IN DEFAULT FOR CONSULTANT'S FAILURE TO PERFORM SUCH OBLIGATION, NOR SHALL IT LIMIT, IN ANY WAY, THE CITY'S RIGHTS AND REMEDIES IN CONNECTION THEREWITH. THE CONSULTANT EXPRESSLY ACKNOWLEDGES AND AGREES NOT TO RAISE OR ASSERT AS DEFENSE TO ANY CLAIM, ACTION, SUIT AND/OR OTHER PROCEEDING OF A SIMILAR NATURE, THE CITY'S PARTICIPATION, ASSISTANCE AND/OR FACILITATION IN THE PERFORMANCE OF CONSULTANT'S OBLIGATIONS. INCLUDING, WITHOUT LIMITATION, ASSISTING WITH OBTAINING PERMITS OR WITH COORDINATION WITH UTILITIES, OR OTHER MATTERS RELATED TO THE PROJECT. IN THE EVENT OF ANY CONFLICT BETWEEN THIS SECTION AND/OR ANY OTHER PROVISION OF THIS AGREEMENT OR OTHER CONTRACT DOCUMENTS, THIS SECTION SHALL GOVERN. 2.18 GREEN BUILDING STANDARDS: If applicable, the Consultant shall comply with the requirements of Section 255.2575, Florida Statutes, and Chapter 100 of the City Code, as both may be amended from time to time, addressing applicable Leadership in Energy and Environmental Design (LEED) compliance requirements. 2.19 SUBCONSULTANTS: All services provided by Subconsultants shall be consistent with those commitments made by the Consultant in its Proposal and during the competitive solicitation selection process and interview. Such services shall be undertaken and performed pursuant to appropriate written agreements between the Consultant and the Subconsultants, which shall contain provisions that preserve and protect the rights of the City under this Agreement. Nothing contained in this Agreement shall create any contractual relationship between the City and the Subconsultants. The Consultant shall not retain, add, or replace any Subconsultant without the prior written approval of the City Manager, in response to a written request from the Consultant stating the reasons for any proposed substitution. The Consultant shall cause the names of Subconsultants responsible for significant portions of the Services to be inserted on the plans and specifications. The Consultant shall be ultimately responsible for ensuring the Consultant's and all of its Subconsultants' compliance with the requirements of this Section and any other provision of the Agreement and/or Consultant Service Order. With respect to the performance of work by Subconsultants, the Consultant shall, in approving and accepting such work, ensure the professional quality, completeness, and coordination of the Subconsultant's work. 12 DocuSign Envelope ID:8A38D49D-0147-4D7D-912E-1 C394B896CD4 The Consultant shall, upon the request of the City, submit to the City such documentation and information as the City reasonably requests to evidence the creation, standing, ownership and professional licensure of the Consultant (and Subconsultants), including organizational documents, operating agreements and professional licensure documentation, and copies of the Consultant's contracts with the Subconsultant with respect to the Project. However, the City's failure to request such documentation or evidence and/or failure to enforce in any way the terms and provisions of this Section, the Agreement and/or any other Consultant Service Order during the Project does not excuse, waive and/or condone in any way any noncompliance of the requirements set forth therein including, without limitation, the professional licensure requirements. Any approval of a Subconsultant by the City shall in no way shift from the Consultant to City the responsibility for the quality and acceptability of the services performed by the Subconsultant. Payment of Subconsultants shall be the sole responsibility of the Consultant and shall not be cause for any increase in compensation to the Consultant for payment of the Services. ARTICLE 3. THE CITY'S RESPONSIBILITIES 3.1 The City Manager shall designate a Project Administrator, who shall be the City's authorized representative to act on City's behalf with respect to the City's responsibilities or matters requiring City's approval under the Contract Documents. The Project Administrator shall be authorized (without limitation) to transmit instructions, receive information, and interpret and define City policies and decisions with respect to the Services and the Project. The Project Administrator shall have full authority to require the Consultant to comply with the Contract Documents, provided, however, that any failure of the Project Administrator to identify any noncompliance, or to specifically direct or require compliance, shall in no way constitute a waiver of, or excuse, the Consultant's obligation to comply with the requirements of the Contract Documents. 3.2 The City shall make available to Consultant, for the convenience of the Consultant only, information that the City has in its possession pertinent to the Project. Consultant hereby agrees and acknowledges that, in making any such information available to Consultant, the City makes no express or implied certification, warranty, and/or representation as to the accuracy or completeness of such information and assumes no responsibility whatsoever with respect to, the sufficiency, completeness or accuracy of such information. The Consultant understands, and hereby agrees and acknowledges, that it is obligated to verify to the extent it deems necessary all information furnished by the City, and that it is solely responsible for the accuracy and applicability of all such information used by Consultant. Such verification shall include, without limitation, visual examination of existing conditions in all locations encompassed by the Project, where such examination can be made without using destructive measures (i.e. excavation or demolition). Survey information shall be spot checked to the extent that Consultant has satisfied itself as to the reliability of the information. 3.3 At any time, in his/her sole discretion, the City Manager may furnish accounting, and insurance counseling services for the Project (including, without limitation, auditing services to verify the Consultant's applications for payment, or to ascertain that Consultant has properly remitted payment due to its Subconsultants or vendors). 3.4 If the City observes or otherwise becomes aware of any fault or defect in the Project, or non-conformance with the Contract Documents, the City, through the Project Administrator, 13 DocuSign Envelope ID:8A38D49D-0147-4D7D-912E-1 C394B896CD4 shall give prompt written notice thereof to the Consultant. 3.5 The City, acting in its proprietary capacity as Owner and not in its regulatory capacity, shall render any administrative approvals and decisions required under this Agreement, in writing, as reasonably expeditious for the orderly progress of the Services and of the Work. 3.6 The City Commission shall be the final authority to do or to approve the following actions or conduct, by passage of an enabling resolution or amendment to this Agreement: 3.6.1 Except where otherwise expressly noted in the Agreement or the Contract Documents, the City Commission shall be the body to consider, comment upon, or approve any amendments or modifications to this Agreement. 3.6.2 The City Commission shall be the body to consider, comment upon, or approve any assignment, sale, transfer or subletting of this Agreement. Assignment and transfer shall be defined to also include sale of the majority of the stock of a corporate consultant. 3.6.3 Contract Amendments and Consultant Services Orders shall be approved in accordance with Contract Approval Authority Procedure 03.02 or as amended. 3.7 Except where otherwise expressly noted in this Agreement, the City Manager shall serve as the City's primary representative to whom administrative (proprietary) requests for decisions and approvals required hereunder by the City shall be made. Except where otherwise expressly noted in this Agreement or the Contract Documents, the City Manager shall issue decisions and authorizations which may include, without limitation, proprietary review, approval, or comment upon the schedules, plans, reports, estimates, contracts, and other documents submitted to the City by Consultant. 3.7.1 The City Manager shall have prior review and approval of the Project Manager (and any replacements) and of any Subconsultants (and any replacements). 3.7.2 The City Manager shall decide and render administrative (proprietary) decisions on matters arising pursuant to this Agreement which are not otherwise expressly provided for in this Agreement. In his/her discretion, the City Manager may also consult with the City Commission on such matters. 3.7.3 At the request of Consultant, the City Manager shall be authorized, but not required, to reallocate monies already budgeted toward payment of the Consultant; provided, however, that the Consultant's compensation (or other budgets established by this Agreement) may not be increased without the prior approval of the City Commission, which approval (if granted at all) shall be in its sole and reasonable discretion. 3.7.4 Contract Amendments shall be approved in accordance with Contract Approval Authority Procedure 03.02 or as amended. 3.7.5 The City Manager may, in his/her sole discretion, form a committee or committees, or inquire of, or consult with, persons for the purpose of receiving advice and recommendations relating to the exercise of the City's powers, duties, and responsibilities under this Agreement or the Contract Documents. 14 DocuSign Envelope ID:8A38D49D-0147-4D7D-912E-1 C394B896CD4 3.7.6 The City Manager shall be the City Commission's authorized representative with regard to acting on behalf of the City in the event of issuing any default notice(s) under this Agreement, and, should such default remain uncured, in terminating the Agreement (pursuant to and in accordance with Article 10 hereof). 3.8 The City's review, evaluation, or comment as to any documents prepared by or on behalf of the Consultant shall be solely for the purpose of the City's determining for its own satisfaction the suitability of the Project, or portions thereof, detailed in such documents for the purposes intended therefor by the City, and may not be relied upon in any way by the Consultant or any other third party as a substantive review thereof. ARTICLE 4. INTENTIONALLY OMITTED ARTICLE 5. ADDITIONAL SERVICES 5.1 Additional Services shall only be performed by Consultant following receipt of written authorization by the Project Administrator (which authorization must be obtained prior to commencement of any such additional work by Consultant). The written authorization shall contain a description of the Additional Services required; a lump sum to be negotiated at the time of the request for additional services or a fee (in accordance with the rates in Schedule "B" hereto), with a "Not to Exceed" amount; Reimbursable Expenses (if any) with a "Not to Exceed" amount; the amended Construction Cost Budget (if applicable); the time required to complete the Additional Services; and an amended Project Schedule (if applicable). "Not to Exceed" shall mean the maximum cumulative fees allowable (or, in the case of Reimbursable Expenses, the maximum cumulative expenses allowable), which the Consultant shall not exceed without further written authorization of the Project Administrator. The "Not to Exceed" amount is not a guaranteed maximum cost for the additional work requested (or, in the case of Reimbursables, for the expenses), and all costs applicable to same shall be verifiable through time sheets (and, for Reimbursables, expense reviews). 5.2 Additional Services include the following: 5.2.1 Providing additional work relative to the Project which arises from subsequent circumstances and causes which do not currently exist, or which are not contemplated by the parties at the time of execution of this Agreement (excluding circumstances and causes resulting from error, omission, inadvertence, or negligence of Consultant). 5.2.2 Serving as an expert witness in connection with any public hearing, arbitration proceeding, or legal proceeding, unless the subject matter at issue has arisen from the error omission, inadvertence, or negligence of Consultant. 5.2.3 Assistance in connection with bid protests, re-bidding, or re-negotiating contracts. ARTICLE 6. REIMBURSABLE EXPENSES 15 DocuSign Envelope ID:8A38D49D-0147-4D7D-912E-1 C394B896CD4 6.1 Reimbursable Expenses must be authorized, in advance, in writing, by the Project Administrator. Invoices or vouchers for Reimbursable Expenses shall be submitted to the Project Administrator (along with any supporting receipts and other back-up material requested by the Project Administrator). Consultant shall certify as to each such invoice and/or voucher that the amounts and items claimed as reimbursable are "true and correct and in accordance with the Agreement." Reimbursable Expenses may include, but not be limited to, the following: Cost of reproduction, courier, and postage and handling of drawings, plans, specifications, and other Project documents (excluding reproductions for the office use of the Consultant and its Subconsultants, and courier, postage and handling costs between the Consultant and its Subconsultants). Costs for reproduction and preparation of graphics for community workshops. Permit fees required by City of Miami Beach regulatory bodies having jurisdiction over the Project(i.e. City permit fees). ARTICLE 7. COMPENSATION FOR SERVICES 7.1 Consultant's "Lump Sum" or"Not to Exceed" fee for provision of the Services, or portions thereof, as may be set forth and described in the Consultant Service Order issued for a particular Project, shall be negotiated between the City and Consultant, and shall be set forth in the Consultant Service Order. 7.2 Payments for Services shall be made within forty-five (45) calendar days of receipt and approval of an acceptable invoice by the Project Administrator. Payments shall be made in proportion to the Services satisfactorily performed, so that the payments for Services never exceed the progress percentage noted in the Consultant's Progress Schedule (to be submitted with each invoice). No mark-up shall be allowed on subcontracted work. In addition to the invoice, the Consultant shall, for Hourly Rate authorizations, submit a progress report giving the percentage of completion of the Project and the total estimated fee to completion. 7.3 Approved Additional Services shall be compensated in accordance with the hourly rates set forth in Schedule "B," attached hereto. Any request for payment of Additional Services shall be included with a Consultant payment request. No mark-up shall be allowed on Additional Services (whether sub-contracted or not). 7.4 Approved Reimbursable Expenses shall be paid in accordance with Article 6 hereto, up to the "Not to Exceed" Reimbursable allowance amount in the Consultant Service Order hereto. Any request for payment of Reimbursable Expenses shall also be included with Consultant's payment request. No mark-up shall be allowed on Reimbursable Expenses. 7.5 ESCALATION: The initial hourly rates set forth in Schedule B shall remain constant for the Initial Term of the agreement. Ninety(90)days prior to expiration of the Initial Term, the City Manager may consider an adjustment to the preceding year's unit costs for the subsequent year. Any such adjustments, if any, shall be based on a corresponding increase in the Consumer Price Index for All Urban Consumers; U.S. City average (1982-84=100), as established by the United States Bureau of Labor Statistics ("CPI"), or material adjustments to the scope or requirements of the RFQ by the City, including (but not limited to) living wage increases, provided, however, that in no event shall any annual increase exceed three percent 16 DocuSign Envelope ID:8A38D49D-0147-4D7D-912E-1 C394B896CD4 (3%). In the event that the City Manager determines that the requested increase is unsubstantiated, the Consultant agrees to perform all duties at the current cost terms. 7.6 No retainage shall be made from the Consultant's compensation on account of sums withheld by the City on payments to Contractor. 7.7 METHOD OF BILLING AND PAYMENT. Consultant shall invoice the Project Administrator in a timely manner, but no more than once on a monthly basis. Invoices shall identify the nature and extent of the work performed; the total hours of work performed by employee category; and the respective hourly billing rate associated therewith. In the event Subconsultant work is used, the percentage of completion shall be identified. Invoices shall also itemize and summarize any Additional Services and/or Reimbursable Expenses. A copy of the written approval of the Project Administrator for the requested Additional Service(s) or Reimbursable Expense(s) shall accompany the invoice. 7.7.1 If requested, Consultant shall provide back-up for past and current invoices that records hours for all work (by employee category), and cost itemizations for Reimbursable Expenses (by category). ARTICLE 8. CONSULTANT'S ACCOUNTING AND OTHER RECORDS 8.1 All books, records (whether financial or otherwise), correspondence, technical documents, and any other records or documents related to the Services and/or Project will be available for examination and audit by the City Manager, or his/her authorized representatives, at Consultant's office (at the address designated in Article 15 ["Notices"]), during customary business hours. All such records shall be kept at least for a period of three (3) years after Consultant's completion of the Services. Incomplete or incorrect entries in such records and accounts relating personnel services and expenses may be grounds for City's disallowance of any fees or expenses based upon such entries. Consultant shall also bind its Subconsultants to the requirements of this Article and ensure compliance therewith ARTICLE 9. OWNERSHIP OF PROJECT DOCUMENTS 9.1 All notes, correspondence, documents, plans and specifications, designs, drawings, renderings, calculations, specifications, models, photographs, reports, surveys, investigations, and any other documents (whether completed or partially completed) and copyrights thereto for Services performed or produced in the performance of this Agreement, or related to the Project, whether in its native electronic form, paper or other hard copy medium or in electronic medium, except with respect to copyrighted standard details and designs owned by the Consultant or owned by a third party and licensed to the Consultant for use and reproduction, shall become the property of the City. Consultant shall deliver all such documents to the Project Administrator in their native electronic form, as required in the Consultant Service Order within thirty (30) days of completion of the Services (or within thirty (30) days of expiration or earlier termination of this Agreement as the case may be). However, the City may grant an exclusive license of the copyright to the Consultant for reusing and reproducing copyrighted materials or portions thereof as authorized by the City Manager in advance and in writing, In addition, the Consultant shall not disclose, release, or make available any document to any third party without prior written approval from the City Manager. The Consultant shall warrant to the City that it has been granted a license to use and reproduce any standard details and designs owned by a third 17 DocuSign Envelope ID:8A38D49D-0147-4D7D-912E-1 C394B896CD4 party and used or reproduced by the Consultant in the performance of this Agreement. Nothing contained herein shall be deemed to exclude any document from Chapter 119, Florida Statutes. 9.2 The Consultant is permitted to reproduce copyrighted material described above subject to prior written approval of the City Manager. 9.3 At the City's option, the Consultant may be authorized, as an Additional Service, to adapt copyrighted material for additional or other work for the City; however, payment to the Consultant for such adaptations will be limited to an amount not greater than 50% of the original fee earned to adapt the original copyrighted material to a new site. 9.4 The City shall have the right to modify the Project or any components thereof without permission from the Consultant or without any additional compensation to the Consultant. The Consultant shall be released from any liability resulting from such modification. 9.5 The Consultant shall bind all Subconsultants to the Agreement requirements for re-use of plans and specifications. ARTICLE 10. TERMINATION OF AGREEMENT 10.1 TERMINATION FOR LACK OF FUNDS: The City is a governmental entity and is subject to the appropriation of funds by its legislative body in an amount sufficient to allow continuation of its performance in accordance with the terms and conditions of this Agreement. In the event there is a lack of adequate funding either for the Services or the Project (or both), the City may terminate this Agreement without further liability to the City. 10.2 TERMINATION FOR CAUSE: The City, through the City Manager, may terminate this Agreement for cause, upon written notice to Consultant, in the event that the Consultant (1) violates any provision of this Agreement or performs same in bad faith; (2) unreasonably delays the performance of the Services or any portion thereof; or (3) does not perform the Services or any portion thereof in a timely and satisfactory manner. In the case of termination for cause by the City, the Consultant shall first be granted a thirty (30) day cure period (commencing upon receipt of the initial written notice of default from the City). 10.2.1 In the event this Agreement is terminated for cause by the City, the City, at its sole option and discretion, may take over the remaining Services and complete them by contracting with another consultant(s), or otherwise. The Consultant shall be liable to the City for any additional cost(s) incurred by the City due to such termination. "Additional Cost" is defined as the difference between the actual cost of completion of the Services, and the cost of completion of such Services had the Agreement not been terminated. 10.2.2 In the event of termination for cause by the City, the City shall only be obligated to pay Consultant for those Services satisfactorily performed and accepted prior to the date of termination (as such date is set forth in, or can be calculated from, the City's initial written default notice). Upon payment of any amount which may be due to Consultant pursuant to this subsection 10.2.2, the City shall have no further liability to Consultant. 10.2.3 As a condition precedent to release of any payment which may be due to 18 DocuSign Envelope ID:8A38D49D-0147-4D7D-912E-1 C394B896CD4 Consultant under subsection 10.2.2, the Consultant shall promptly assemble and deliver to the Project Administrator any and all Project documents prepared (or caused to be prepared) by Consultant(including, without limitation, those referenced in subsection 9.1 hereof). The City shall not be responsible for any cost incurred by Consultant for assembly, copy, and/or delivery of Project documents pursuant to this subsection. 10.3 TERMINATION FOR CONVENIENCE: In addition to the City's right to terminate for cause, the City through the City Manager, may also terminate this Agreement, upon fourteen (14)days prior written notice to Consultant, for convenience, without cause, and without penalty, when (in its sole discretion) it deems such termination to be in the best interest of the City. In the event the City terminates the Agreement for convenience, Consultant shall be compensated for all Services satisfactorily performed and accepted up to the termination date (as set forth in the City's written notice), and for Consultant's costs in assembly and delivery to the Project Administrator of the Project documents (referenced in subsection 10.2.3 above). Upon payment of any amount which may be due to Consultant pursuant this subsection 10.3, the City shall have no further liability to Consultant. 10.4 TERMINATION BY CONSULTANT: The Consultant may only terminate this Agreement for cause, upon thirty (30) days prior written notice to the City, in the event that the City willfully violates any provisions of this Agreement or unreasonably delays payment of the Services or any portion thereof. In the event of a termination for cause by Consultant, the City shall pay Consultant for any Services satisfactorily performed and accepted up to the date of termination; provided, however, that the City shall first be granted a thirty (30) day cure period (commencing upon receipt of Consultant's initial written notice). 10.4.1 The Consultant shall have no right to terminate this Agreement for convenience. 10.5 IMPLEMENTATION OF TERMINATION: In the event of termination (whether for cause or for convenience), the Consultant shall immediately, upon receipt of the City's written notice of termination: (1) stop the performance of Services; (2) place no further orders or issue any other subcontracts, except for those which may have already been approved, in writing, by the Project Administrator; (3) terminate all existing orders and subcontracts; and (4) promptly assemble all Project documents (for delivery to the Project Administrator). ARTICLE 11. INSURANCE 11.1 Insurance requirements for a Consultant Service Order will be determined on a project by project basis. The maintenance of proper insurance coverage is a material element of the agreement and failure to maintain or renew coverage may be treated as a material breach of the contract, which could result in withholding of payments or termination of the agreement. Additional Insured - City of Miami Beach must be included by endorsement as an additional insured with respect to all liability policies (except Professional Liability and Workers' Compensation) arising out of work or operations performed on behalf of the consultant including materials, parts, or equipment furnished in connection with such work or operations and automobiles owned, leased, hired or borrowed in the form of an endorsement to the consultant's insurance. Notice of Cancellation - Each insurance policy required above shall provide that coverage 19 DocuSign Envelope ID:8A38D49D-0147-4D7D-912E-1 C394B896CD4 shall not be cancelled, except with notice to the City of Miami Beach do EXIGIS Insurance Compliance Services. Waiver of Subrogation — Vendor agrees to obtain any endorsement that may be necessary to affect the waiver of subrogation on the coverages required. However, this provision applies regardless of whether the City has received a waiver of subrogation endorsement from the insurer. Acceptability of Insurers — Insurance must be placed with insurers with a current A.M. Best rating of A:VII or higher. If not rated, exceptions may be made for members of the Florida Insurance Funds (i.e. FWCIGA, FAJUA). Carriers may also be considered if they are licensed and authorized to do insurance business in the State of Florida. Verification of Coverage — Consultant shall furnish the City with original certificates and amendatory endorsements, or copies of the applicable insurance language, effecting coverage required by this contract. All certificates and endorsements are to be received and approved by the City before work commences. However, failure to obtain the required documents prior to the work beginning shall not waive the Consultant's obligation to provide them. The City reserves the right to require complete, certified copies of all required insurance policies, including endorsements, required by these specifications, at any time. CERTIFICATE HOLDER MUST READ: CITY OF MIAMI BEACH do EXIGIS Insurance Compliance Services P.O. Box 4668— ECM #35050 New York, NY 10163-4668 Kindly submit all certificates of insurance, endorsements, exemption letters to our servicing agent, EXIGIS, at: Certificates-miamibeach(a�riskworks.com Special Risks or Circumstances - The City of Miami Beach reserves the right to modify these requirements, including limits, based on the nature of the risk, prior experience, insurer, coverage, or other special circumstances. Compliance with the foregoing requirements shall not relieve the vendor of his liability and obligation under this section or under any other section of this agreement. ARTICLE 12. INDEMNIFICATION AND HOLD HARMLESS 12.1 To the fullest extent permitted by Section 725.08, Florida Statutes, the Consultant shall indemnify and hold harmless the City and its officers, employees, agents, and instrumentalities, from liabilities, damages, losses, and costs, including, but not limited to, reasonable attorneys' fees, to the extent caused by the negligence, recklessness, or intentionally wrongful conduct of the Consultant and other persons employed or utilized by the Consultant in the performance of this Agreement. 20 DocuSign Envelope ID:8A38D49D-0147-4D7D-912E-1 C394B896CD4 The Consultant shall pay all claims and losses in connection therewith and shall investigate and defend all claims, suits, or actions of any kind or nature in the name of the City, where applicable, including appellate proceedings, and shall pay all costs, judgments, and attorney's fees which may issue thereon. Consultant expressly understands and agrees that any insurance protection required by this Agreement or otherwise provided by Consultant shall in no way limit its responsibility to indemnify, keep, and save harmless and defend the City or its officers, employees, agents, and instrumentalities as herein provided. 12.2 The Consultant agrees and recognizes that the City shall not be held liable or responsible for any claims which may result from any negligent, reckless, or intentionally wrongful actions, errors or omissions of the Consultant in which the City participated either through review or concurrence of the Consultant's actions. In reviewing, approving or rejecting any submissions by the Contractor, or other acts of the Consultant, the City in no way assumes or shares any responsibility or liability of the Consultant (including, without limitation its Subconsultants and/or any registered professionals (architects and/or engineers) under this Agreement). ARTICLE 13. ERRORS AND OMISSIONS 13.1 ERRORS AND OMISSIONS: It is specifically agreed that any construction changes categorized by the City as caused by an error, an omission, or any combination thereof in the Consultant's performance of the Services will constitute an additional cost to the City that would not have been incurred without the error. The damages to the City for errors, omissions or any combinations thereof shall be calculated as the total cost of any damages or incremental costs to the City resulting out of the errors or omissions by the Consultant, including, without limitation, the direct, indirect and/or consequential damages resulting from the Consultant's errors and/or omissions or any combination thereof. Damages shall include delay damages caused by the error, omission, or any combination thereof. Should the Consultant disagree that all or part of such damages are the result of errors, omissions, or any combination thereof, the Consultant may appeal this determination, in writing, to the applicable Assistant City Manager. The Project Administrator's decision on all claims, questions and disputes shall be final, conclusive and binding upon the parties hereto unless such determination is clearly arbitrary or unreasonable. In the event that the Consultant does not agree with the decision of the Project Administrator, the Consultant shall present any such objections, in writing, to the City Manager. The Project Administrator and the Consultant shall abide by the decision of the City Manager. This paragraph does not constitute a waiver of any party's right to proceed in a court of competent jurisdiction after the above administrative remedies have been exhausted. ARTICLE 14. LIMITATION OF LIABILITY The City desires to enter into this Agreement only if in so doing the City can place a limit on its liability for any cause of action for money damages due to an alleged breach by the City of this Agreement, so that its liability for any such breach never exceeds the "not to exceed" amount of the fee paid to Consultant under this Agreement, less any amount(s) actually paid to Consultant hereunder. Consultant hereby expresses its willingness to enter into this Agreement, with Consultant's recovery from the City for any damages for action for breach of contract to be 21 DocuSign Envelope ID. 8A38D49D-0147-4D7D-912E-1 C3948896CD4 limited to Consultant's "not to exceed" fee under this Agreement, less any amount(s) actually paid by the City to the Consultant hereunder. Accordingly, and notwithstanding any other term or condition of this Agreement, Consultant hereby agrees that the City shall not be liable to Consultant for money damages due to an alleged breach by the City of this Agreement, in an amount in excess of the "not to exceed amount" of Consultant's fees under this Agreement, which amount shall be reduced by any amount(s) actually paid by the City to Consultant hereunder. Nothing contained in this subsection, or elsewhere in this Agreement, is in any way intended to be a waiver of the limitation placed upon City's liability, as set forth in Section 768.28, Florida Statutes. ARTICLE 15. NOTICE All written notices given to City by Consultant shall be addressed to: City Manager's Office City of Miami Beach 1700 Convention Center Drive Miami Beach, Florida 33139 Attn: Alina Hudak, City Manager Email: alinahudak(c�miamibeachfl.gov With a copy to: Environmental & Sustainability Department City of Miami Beach 1701 Meridian Avenue Miami Beach, Florida 33139 Attn: Elizabeth Wheaton Email: elizabethwheaton(c�miamibeachfl.gov All written notices given to the Consultant from the City shall be addressed to: Cummins Cederberg, Inc. 7550 red Road, Suite 217 South Miami, FL 33143 Attn: Jannek Cederberg Email: jcederberq cumminscederberg.com All notices mailed electronically to either party shall be deemed to be sufficiently transmitted. ARTICLE 16. CONSULTANTS COMPLIANCE WITH FLORIDA PUBLIC RECORDS LAW (A) Consultant shall comply with Florida Public Records law under Chapter 119, Florida Statutes, as may be amended from time to time. (B) The term "public records" shall have the meaning set forth in Section 119.011(12), which means all documents, papers, letters, maps, books, tapes, photographs, films, sound recordings, data processing software, or other material, regardless of the physical form, 22 DocuSign Envelope ID:8A38D49D-0147-4D7D-912E-1 C394B896CD4 characteristics, or means of transmission, made or received pursuant to law or ordinance or In connection with the transaction of official business of the City. (C) Pursuant to Section 119.0701 of the Florida Statutes, if the Consultant meets the definition of"Contractor" as defined in Section 119.0701(1)(a), the Consultant shall: (1) Keep and maintain public records required by the City to perform the service; (2) Upon request from the City's custodian of public records, provide the City with a copy of the requested records or allow the records to be inspected or copied within a reasonable time at a cost that does not exceed the cost provided in Chapter 119, Florida Statutes or as otherwise provided by law; (3) Ensure that public records that are exempt or confidential and exempt from public records disclosure requirements are not disclosed, except as authorized by law, for the duration of the contract term and following completion of the Agreement if the Consultant does not transfer the records to the City; (4) Upon completion of the Agreement, transfer, at no cost to the City, all public records in possession of the Consultant or keep and maintain public records required by the City to perform the service. If the Consultant transfers all public records to the City upon completion of the Agreement, the Consultant shall destroy any duplicate public records that are exempt or confidential and exempt from public records disclosure requirements. If the Consultant keeps and maintains public records upon completion of the Agreement, the Consultant shall meet all applicable requirements for retaining public records. All records stored electronically must be provided to the City, upon request from the City's custodian of public records, in a format that is compatible with the information technology systems of the City. (D) REQUEST FOR RECORDS; NONCOMPLIANCE. (1) A request to inspect or copy public records relating to the City's contract for services must be made directly to the City. If the City does not possess the requested records, the City shall immediately notify the Consultant of the request, and the Consultant must provide the records to the City or allow the records to be inspected or copied within a reasonable time. (2) Consultant's failure to comply with the City's request for records shall constitute a breach of this Agreement, and the City, at its sole discretion, may: (1) unilaterally terminate the Agreement; (2) avail itself of the remedies set forth under the Agreement; and/or(3)avail itself of any available remedies at law or in equity. (3) A Consultant who fails to provide the public records to the City within a reasonable time may be subject to penalties under s. 119.10. (E) CIVIL ACTION. (1) If a civil action is filed against a Consultant to compel production of public records relating to the City's contract for services, the court shall assess and award against the Consultant the reasonable costs of enforcement, including reasonable attorneys' fees, if: a. The court determines that the Consultant unlawfully refused to comply with the public records request within a reasonable time; and b. At least 8 business days before filing the action, the plaintiff provided written notice of the public records request, including a statement that the Consultant has not complied with the request, to the City and to the Consultant. 23 DocuSign Envelope ID: 8A38D49D-0147-4D7D-912E-1C394B896CD4 (2) A notice complies with subparagraph (1)(b) if it is sent to the City's custodian of public records and to the Consultant at the Consultant's address listed on its contract with the City or to the Consultant's registered agent. Such notices must be sent by common carrier delivery service or by registered, Global Express Guaranteed, or certified mail, with postage or shipping paid by the sender and with evidence of delivery, which may be in an electronic format. (3) A Consultant who complies with a public records request within 8 business days after the notice is sent is not liable for the reasonable costs of enforcement. (F) IF THE CONSULTANT HAS QUESTIONS REGARDING THE APPLICATION OF CHAPTER 119, FLORIDA STATUTES, TO THE CONSULTANT'S DUTY TO PROVIDE PUBLIC RECORDS RELATING TO THIS AGREEMENT, CONTACT THE CUSTODIAN OF PUBLIC RECORDS AT:CITY OF MIAMI BEACH ATTENTION: RAFAEL E. GRANADO, CITY CLERK 1700 CONVENTION CENTER DRIVE MIAMI BEACH, FLORIDA 33139 E-MAIL: RAFAELGRANADOna MIAMIBEACHFL.GOV PHONE: 305-673-7411 ARTICLE 17. INSPECTOR GENERAL AUDIT RIGHTS 1. Pursuant to Section 2-256 of the Code of the City of Miami Beach, the City has established the Office of the Inspector General which may, on a random basis, perform reviews, audits, inspections and investigations on all City contracts, throughout the duration of said contracts. This random audit is separate and distinct from any other audit performed by or on behalf of the City. 2. The Office of the Inspector General is authorized to investigate City affairs and empowered to review past, present and proposed City programs, accounts, records, contracts and transactions. In addition, the Inspector General has the power to subpoena witnesses, administer oaths, require the production of witnesses and monitor City projects and programs. Monitoring of an existing City project or program may include a report concerning whether the project is on time, within budget and in conformance with the contract documents and applicable law. The Inspector General shall have the power to audit, investigate, monitor, oversee, inspect and review operations, activities, performance and procurement process including but not limited to project design, bid specifications, (bid/proposal) submittals, activities of the Consultant its officers, agents and employees, lobbyists, City staff and elected officials to ensure compliance with the Contract Documents and to detect fraud and corruption. Pursuant to Section 2-378 of the City Code, the City is allocating a percentage of its overall annual contract expenditures to fund the activities and operations of the Office of Inspector General. 3. Upon ten (10) days written notice to the Consultant, the Consultant shall make all requested records and documents available to the Inspector General for inspection and copying. The Inspector General is empowered to retain the services of independent private sector auditors to audit, investigate, monitor, oversee, inspect and review operations activities, performance and procurement process including but not limited to project design, bid specifications, (bid/proposal) submittals, activities of the Consultant, 24 DocuSign Envelope ID:8A38D49D-0147-4D7D-912E-1 C394B896CD4 its officers, agents and employees, lobbyists, City staff and elected officials to ensure cornplianee with' the contract documents and to detect fraud and corruption. 4. The Inspector General shall have the right to inspect and copy all documents and records in the Consultant's possession, custody or control which in the Inspector General's sole judgment, pertain to performance of the contract, including, but not limited to original estimate files, change order estimate files, worksheets, proposals and agreements from and with successful subcontractors and suppliers, all project-related correspondence, memoranda, instructions, financial documents, construction documents, (bid/proposal) and contract documents, back-change documents, all documents and records which involve cash, trade or volume discounts, insurance proceeds, rebates, or dividends received, payroll and personnel records and supporting documentation for the aforesaid documents and records. 5. The Consultant shall make available at its office at all reasonable times the records, materials, and other evidence regarding the acquisition (bid preparation) and performance of this contract, for examination, audit, or reproduction, until three (3) years after final payment under this contract or for any longer period required by statute or by other clauses of this contract. In addition: i. If this contract is completely or partially terminated, the Consultant shall make available records relating to the work terminated until three (3) years after any resulting final termination settlement; and ii. The Consultant shall make available records relating to appeals or to litigation or the settlement of claims arising under or relating to this contract until such appeals, litigation, or claims are finally resolved. 6. The provisions in this section shall apply to the Consultant, its officers, agents, employees, subcontractors and suppliers. The Consultant shall incorporate the provisions in this section in all subcontracts and all other agreements executed by the Consultant in connection with the performance of this contract. 7. Nothing in this section shall impair any independent right to the City to conduct audits or investigative activities. The provisions of this section are neither intended nor shall they be construed to impose any liability on the City by the Consultant or third parties. ARTICLE 18. MISCELLANEOUS PROVISIONS 18.1 VENUE AND WAIVER OF JURY TRIAL: This Agreement shall be governed by, and construed in accordance with, the laws of the State of Florida, both substantive and remedial, without regard to principles of conflict of laws. The exclusive venue for any litigation arising out of this Agreement shall be Miami-Dade County, Florida, if in state court, and the U.S. District Court, Southern District of Florida, in federal court. BY ENTERING INTO THIS AGREEMENT, CONSULTANT AND CITY EXPRESSLY WAIVE ANY RIGHTS EITHER PARTY MAY HAVE TO A TRIAL BY JURY OF ANY CIVIL LITIGATION RELATED TO, OR ARISING OUT OF, THIS AGREEMENT. 25 DocuSign Envelope ID:8A38D49D-0147-4D7D-912E-1 C394B896CD4 18.2 EQUAL OPPORTUNITY EMPLOYMENT GOALS: Consultant agrees that it will not discriminate against any employee or applicant for employment for work under this Agreement because of race, color, national origin, religion, sex, gender identity, sexual orientation, disability, marital or familial status, or age, and will take affirmative steps to ensure that applicants are employed and employees are treated during employment without regard to race, color, national origin, religion, sex, gender identity, sexual orientation, disability, marital or familial status, or age. 18.3 PUBLIC ENTITY CRIMES ACT: In accordance with the Public Entity Crimes Act (Section 287.133, Florida Statutes), a person or affiliate who is a consultant, who has been placed on the convicted vendor list following a conviction for a public entity crime may not submit a bid on a contract to provide any goods or services to the City, may not submit a bid on a contract with the City for the construction or repair of a public building or public work, may not bid on leases of real property to the City, may not be awarded or perform work as a contractor, supplier, subcontractor, or subconsultant under a contract with the City, and may not transact business with the City in excess of the threshold amount provided in Section 287.017, Florida Statutes, for Category Two, for a period of 36 months from the date of being placed on the convicted vendor list. For violation of this subsection by Consultant, City shall have the right to terminate the Agreement without any liability to City, and pursue debarment of Consultant 18.4 NO CONTINGENT FEE: Consultant warrants that it has not employed or retained any company or person, other than a bona fide employee working solely for Consultant, to solicit or secure this Agreement, and that it has not paid or agreed to pay any person, company, corporation, individual or firm, other than a bona fide employee working solely for Consultant, any fee, commission, percentage, gift, or other consideration contingent upon or resulting from the award or making of this Agreement. For the breach or violation of this subsection, City shall have the right to terminate the Agreement, without any liability or, at its discretion, to deduct from the contract price (or otherwise recover) the full amount of such fee, commission, percentage, gift, or consideration. 18.5 LAWS AND REGULATIONS: 18.5.1 The Consultant shall, during the Term of this Agreement, be governed by all Applicable Laws which may have a bearing on the Services involved in the Project. 18.5.2 Project Documents. In accordance with subsection (b)(1) of Section 119.071(3), Florida Statutes, entitled "Security and Firesafety," all building plans, blueprints, schematic drawings, and diagrams, including draft, preliminary, and final formats, are exempt from the provisions of Section 119.07(1), Florida Statutes (inspection and copying of public records), and s. 24(a), Article I of the State Constitution. Information made exempt by this paragraph,with prior written approval from the City Manager, may be disclosed to another entity to perform its duties and responsibilities; to a licensed architect, engineer, or contractor who is performing work on or related to the Project; or upon a showing of good cause before a court of competent jurisdiction. The entities or persons receiving such information shall maintain the exempt status of the information. 18.5.2.1 In addition to the requirements in this subsection 16.5.2, the 26 DocuSign Envelope ID:8A38D49D-0147-4D7D-912E-1 C394B896CD4 Consultant agrees to abide by all applicable Federal, State, and City procedures, as may be amended from time to time, by which the documents are handled, copied, and distributed which may include, but is not limited to, each employee of Consultant and Subconsultants that will be involved in the Project being required to sign an agreement stating that they will not copy, duplicate, or distribute the documents unless authorized by the City Manager, in writing. 18.5.2.2 The Consultant and its Subconsultants agree in writing that the Project documents are to be kept and maintained in a secure location. 18.5.2.3 Each set of the Project documents are to be numbered and the whereabouts of the documents shall be tracked at all times. 18.5.2.4 A log is developed to track each set of documents logging in the date, time, and name of the individual(s) that work on or view the documents. 18.6 CORRECTIONS TO CONTRACT DOCUMENTS: If applicable to the performance of Consultant's Services, the Consultant shall prepare, without added compensation, all necessary supplemental documents to correct errors, omissions, and/or ambiguities which may exist in the Contract Documents prepared by Consultant, including documents prepared by its Subconsultants. Compliance with this subsection shall not be construed to relieve the Consultant from any liability resulting from any such errors, omissions, and/or ambiguities in the Contract Documents and other documents or Services related thereto. 18.7 ASSIGNMENT: The Consultant shall not assign, transfer or convey this Agreement to any other person, firm, association or corporation, in whole or in part, without the prior written consent of the City Commission, which consent, if given at all, shall be at the Commission's sole option and discretion. However, the Consultant will be permitted to cause portions of the Services to be performed by Subconsultants, subject to the prior written approval of the City Manager. 18.8 SUCCESSORS AND ASSIGNS: The Consultant and the City each binds himself/herself, his/her partners, successors, legal representatives and assigns to the other party of the Agreement and to the partners, successors, legal representatives, and assigns of such party in respect to all covenants of this Agreement. The Consultant shall afford the City (through the City Commission) the opportunity to approve or reject all proposed assignees, successors or other changes in the ownership structure and composition of the Consultant. Failure to do so constitutes a breach of this Agreement by the Consultant. 18.9 PROVISION OF ITEMS NECESSARY TO COMPLETE SERVICES: In the performance of the Services prescribed herein, it shall be the responsibility of the Consultant to provide all salaries, wages, materials, equipment, Subconsultants, and other purchased services, etc., as necessary to complete said Services. 18.10 INTENT OF AGREEMENT: 27 DocuSign Envelope ID:8A38D49D-0147-4D7D-912E-1 C394B896CD4 18.10.1 The intent of the Agreement is for the Consultant to provide all necessary items for the proper completion of the Services. The Consultant shell perrorrn, as Basic Services, such incidental work which may not be specifically referenced, as necessary to complete the Project. 18.10.2 This Agreement is for the benefit of the parties only and it does not grant rights to a third party beneficiary, to any person, nor does it authorize anyone not a party to the Agreement to maintain a suit for personal injuries, professional liability, or property damage pursuant to the terms or provisions of the Agreement. 18.10.3 No acceptance, order, payment, or certificate of or by the City, or its employees or agents, shall either stop the City from asserting any rights or operate as a waiver of any provisions hereof or of any power or right herein reserved to the City or of any rights to damages herein provided. 18.11 This document incorporates and includes all prior negotiations, correspondence, conversations, agreements, or understandings applicable to the matters contained herein; and the parties agree that there are no commitments, agreements, or understandings concerning the subject matter of this Agreement that are not contained in this document. Accordingly, the parties agree that no deviation from the terms hereof shall be predicated upon any prior representations or agreements whether oral or written. It is further agreed that no modification, amendment or alteration in the terms or conditions contained herein shall be effective unless memorialized in written document approval and executed with the same formality and of equal dignity herewith. [REMAINDER OF PAGE INTENTIONALLY LEFT BLANK] 28 DocuSign Envelope ID:8A38D49D-0147-4D7D-912E-1C394B896CD4 IN WITNESS WHEREOF, the parties hereto have hereunto caused these presents to be signed in their names by their duly authorized officers and principals, attested by their respective witnesses and City Clerk on the day and year first hereinabove written. Attest CITY OF MIAMI BEACH CDocuSigned by: FAB8SAOBFB5E4CF ,3 :2--z "-- ______ CITY CLERK MAYOR APPROVED AS TO 6/1/2021 1 6:38 EDT FORM R LANGUAGE & FOR EXECUTION ' 7��— • jos ,. ;� 1� Cy " 1P `zH. Attest CUMMINS CEDERBERG. INC. AP ------- i----Th '`'1/(•'."--/t--H Sign- ire/Searetary Sigrture/President e .N-, (UM.M tN5 ;Lanea)c Geoy.e rber Print Name Print Name 29 DocuSign Envelope ID:8A38D49D-0147-4D7D-912E-1 C394B896CD4 SCHEDULE A SCOPE OF SERVICES 3. STATEMENT OF WORK REQUIRED. The City is seeking to retain a qualified civil/environmental firm with waterway dredging permitting and design experience. Qualified consultant will assist with developing a dredging prioritization list and provide permitting and design services for selected prioritized areas of navigational concern. In order to consider a contract for these services, the City is seeking qualified firms of a diverse, comprehensive, and multi-disciplined professional engineering consulting team to facilitate, coordinate, and provide technical assistance for waterway dredging design, permitting, and mitigation plan development. The intent of the City is to select one applicant firm capable of providing the engineering services specified herein to the city's navigable waterways (Appendix B) which include but are not limited to the areas listed below. The City may add or remove waterway areas and segments as deemed necessary upon approval of the City Manager. 1. Tatum Waterway 2. Normandy Waterway 3. Biscayne Point 4. Biscayne Waterway 5. Surprise Lake 6. Surprise Waterway 7. Flamingo Waterway 8. Sunset Lake 9. Sunset Islands Canals 10. Collins Canal 11. Waters of Biscayne Bay The firm selected to enter into a contract with the City will provide the City with the required staff, resources, sub consultants and professional marine, civil and environmental expertise, as are required to effectively perform and complete the project. This RFQ provides for the engagement of a civil/environmental professional engineering consultant and sub consultant(s) to obtain all necessary permits for dredging, mitigation, performing all requisite tests, samplings&surveys, and preparing contract documents to enable the City to go out for bid for the dredging work. 3.1. Specifications. PHASE 1 —Develop Prioritized List • Collect all data necessary to develop a prioritized list for areas of navigational concern • Consultant will develop a step-by-step action plan detailing the steps to design, permit, and dredge the City waterways. 30 DocuSign Envelope ID:8A38D49D-0147-4D7D-912E-1 C394B896CD4 PHASE 2-Obtain Conceptual Mitigation and Dredging Permits: • Collect all data necessary to develop a prioritized list, obtain all required permits from the appropriate regulatory agencies for mitigation and dredging of selected projects, and if applicable provide consulting services to the City on various matters which do not result in drawings or specifications. • Review of past and current project documents, technical memorandums, meeting minutes, and the conceptual mitigation plan. Develop plans and reports in 30%, 60%, and 100% phases to obtain the necessary conceptual permits. • Interface and provide associated coordination with Florida Inland Navigation District (FIND), U.S. Army Corps of Engineers (USAGE), National Marine Fisheries (NMFS), Florida Department of Environmental Protection (FDEP), including governing board approval, Miami- Dade County Division of Environmental Resources Management (DERM) and other agencies necessary for successful completion of the task to obtain all necessary permits. • Prepare all permit applications and submittals to obtain all required permits on City's behalf. • Pay all permits application fees(reimbursed by City through task order capped reimbursable) • Provide a sampling plan as needed. • Perform soil and water sample testing and analysis as needed. • Perform associated geotechnical soil investigations to determine soil types, depths of sediments for selected project areas. • Provide associated avoidance and minimization of impacts plan to comply with permitting requirements by the regulatory agencies. • Determine the lateral extent of sediments or lateral extents of area of proposed dredging in project areas. • Estimate cubic yards of sediment to be removed from the project areas and provide certified engineering cost estimate as required. • Delineate all resource jurisdictions including but not limited to USACE, FDEP, city, or private control. • Perform associated environmental assessments, benthic surveys, including possible impacts to aquatic organisms from dredging operations. • Conduct all associated surveying work (hydrographic survey, drafting legal description and sketches of the State of Florida Sovereign Submerge Lands Lease (SSL) and related easements). 31 DocuSign Envelope ID:8A38D49D-0147-4D7D-912E-1 C394B896CD4 • Prepare, submit and obtain all necessary legal approvals on behalf of the City required to be in place prior to construction activity occurring. • Provide all cost estimates and schedules necessary during permitting phase. • Respond and address all permitting agencies' Requests for Additional Information (RAIs) for the project as well as coordinate all efforts necessary with Florida Inland Navigation District (FIND)during the permitting phase of the project(includes all necessary certifications). • Assist City staff with the preparation of documents related to grant funding requirements set by the appropriate grant agencies. PHASE 3 • Provide 100% Construction Plans & Specifications for 100% construction bid documents: • Based on the permitted conceptual design obtained in Phase 2 the selected consultant will develop 100% construction plans and specifications (in 30%, 60%, and 100% phases) and will obtain all necessary construction permits as required by permitting agencies to allow the City to go out for construction bid of the project. • The construction plans shall identify and make necessary provisions for any regulatory restrictions governing the proposed work as required by all permit regulatory agencies. • Provide all cost estimates and schedules necessary during the design and permitting phase. • Provide associated coordination with Florida Inland Navigation District (FIND), U.S. Army Corps of Engineers (USACE), Florida Department of Environmental Protection (FDEP), including governing board approval, Miami-Dade County Environmental Resources Management Department (DERM) and other agencies necessary for successful completion of the task to obtain all necessary permits. • Respond and address all permitting agencies' Requests for Additional Information (RAIs) for the project as well as coordinate all efforts necessary with the Florida Inland Navigation District's (FIND) during the design and construction phases of the project (includes all necessary certifications). • Provide turbidity control plan, containment methodology, water quality protection measures, dredge material disposal plan, and related schedule plan of all construction activities associated to the mitigation and dredge work. • The method of dredging specified shall be proven to be the most efficient and economical based on current industry standards. • Provide associated compensatory mitigation assessments, monitoring plan, long-term management plan, adaptive management plan and financial assurances as needed by the regulatory agencies. 32 DocuSign Envelope ID:8A38D49D-0147-4D7D-912E-1 C394B896CD4 • Provide associated environmental resources avoidance and minimization of impacts plan as required by the regulatory agencies. • Prepare bid contract documents to enable the City to go out for bid for the dredging work, including assistance to City staff as needed such as answering bidders'questions or preparing addendums. • Coordinate all work provided by sub-consultants or sub-contractors to meet the scope of services required in this RFQ. • Assist city staff with the preparation of documents in relation to grant funding requirements as required by the appropriate grant agencies. 33 DocuSign Envelope ID:8A38D49D-0147-4D7D-912E-1 C394B896CD4 SCHEDULE A-1 CONSULTANT SERVICE ORDER Service Order No. _ for Consulting Services. TO: [CONSULTANT] PROJECT NAME: DATE: Pursuant to the agreement between the City of Miami Beach and [CONSULTANT], for Professional Coastal Engineering Services for Waterway Dredging (RFQ No. 2020-161-ND)you are directed to provide the following services: SCOPE OF SERVICES: Per attached proposal dated , to be considered part of this Agreement. Estimated calendar days to complete this work: Days Original Service Order Amount: $ Total From Previous Additional Service Orders: $ Fee for this Service Order is Lump Sum/Not to Exceed amount of: $ Total Agreement to Date: $ Dept. Director Date Assistant City Manager Date Consultant Date City Manager Date NOTE: If engineering services are required,the Consultant Service Order shall comply with Chapter 287.055, Florida Statutes, the Consultants Competitive Negotiations Act (CCNA). The selected firm shall only provide engineering services for projects in which the estimated construction cost of each individual project under the contract does not exceed$4 million or for study activities in which each individual study under the contract does not exceed$500,000. *Insurance Requirements to be Determined on a Project by Project Basis, at time of CSO. 34 DocuSign Envelope ID:8A38D49D-0147-4D7D-912E-1C394B896CD4 SCHEDULE B HOURLY RATE SCHEDULE C 11.1aIL1 S C EDERBERG,INC. 2020 RATE SCHEDULE Title Hourly Rate Prmcipal S250 00 Project Director 5220 00 Senior Project Manager 5130 00 Project Manager 5160 00 Senior Scientist 5160 00 Project Scientist 5130 00 Associate Scientist II 5115 00 Associate Scientist I 595 00 Senior Engineer 5 130 00 Project Engineer 5150 00 Associate Engineer II 5 130 00 Associate Engineer I 511500 Senior Designer S120 00 Designer 5100 00 Technician S'5 00 Clencal S65 00 -Person Topo S115 00 3-Person Topo 5150 00 4-Person Topo S 170 00 1-Person GPS 511500 Person GPS 5160 00 3 Person GPS 5213 00 4-Person GPS S270 00 '-Persou Hydro 5240.00 3-Person Hydro 5250 00 PSM 5150 00 35 DocuSign Envelope ID:8A38D49D-0147-4D7D-912E-1 C394B896CD4 SCHEDULE C APPROVED SUBCONSULTANTS SUBCONSULTANTS • Taylor Engineering, Inc. • Terraquatic, Inc. 36 DocuSign Envelope ID:8A38D49D-0147-4D7D-912E-1 C394B896CD4 ATTACHMENT A RESOLUTION, COMMISSION ITEM. AND COMMISSION MEMORANDUM 37 DocuSign Envelope ID:8A38D49D-0147-4D7D-912E-1 C394B896CD4 ATTACHMENT B REQUEST FOR QUALIFICATIONS (RFQ) 38 DocuSign Envelope ID:8A38D49D-0147-4D7D-912E-1 C394B896CD4 ATTACHMENT C CONSULTANT'S RESPONSE TO THE RFQ 39 DocuSign Envelope ID:8A38D49D-0147-4D7D-912E-1 C394B896CD4 ATTACHMENT A RESOLUTION &COMMISSION AWARD MEMO DocuSign Envelope ID.8A38D49D-0147-4D7D-912E-1 C394B896CD4 RESOLUTION NO. 2020-31389 A RESOLUTION OF THE MAYOR AND CITY COMMISSION OF THE CITY OF MIAMI BEACH, FLORIDA, ACCEPTING THE RECOMMENDATION OF THE CITY MANAGER, TO AUTHORIZE NEGOTIATIONS RELATING TO REQUEST FOR QUALIFICATIONS NO. 2020-161-ND, FOR PROFESSIONAL COASTAL ENGINEERING SERVICES FOR WATERWAY DREDGING; AUTHORIZING THE ADMINISTRATION TO ENTER INTO NEGOTIATIONS WITH CUMMINS CEDERBERG, INC., AS THE TOP RANKED PROPOSER; FURTHER, IF THE ADMINISTRATION IS NOT SUCCESSFUL IN NEGOTIATING AN AGREEMENT WITH CUMMINS CEDERBERG, INC., AUTHORIZING THE ADMINISTRATION TO ENTER INTO NEGOTIATIONS WITH MOFFATT & NICHOL, INC., AS THE SECOND RANKED PROPOSER; FURTHER, IF THE ADMINISTRATION IS NOT SUCCESSFUL IN NEGOTIATING AN AGREEMENT WITH MOFFATT & NICHOL, INC., AUTHORIZING THE ADMINISTRATION TO ENTER INTO NEGOTIATIONS WITH TETRA TECH, INC., AS THE THIRD RANKED PROPOSER; AND FURTHER AUTHORIZING THE MAYOR AND CITY CLERK TO EXECUTE AN AGREEMENT UPON CONCLUSION OF SUCCESSFUL NEGOTIATIONS BY THE ADMINISTRATION. WHEREAS, on May 13, 2020, the Mayor and City Commission authorized the issuance of Request for Qualifications (RFQ) 2020-161-ND for Professional Coastal Engineering Services for Waterway Dredging; and WHEREAS, on May 18, 2020, RFQ 2020-1-161-ND for Professional Coastal Engineering Services for Waterway Dredging (the "RFQ")was issued; and WHEREAS, a voluntary pre-proposal meeting was held on June 1, 2020; and WHEREAS, on July 2, 2020, the City received a total of 7 proposals; and WHEREAS, an Evaluation Committee (the "Committee") convened on August 24, 2020 to review and score the proposals; and WHEREAS, the Committee was provided an overview of the project, information relative to the City's Cone of Silence Ordinance and the Government Sunshine Law, general information on the scope of services and a copy of each proposal; and WHEREAS, the Committee was instructed to score and rank each proposal pursuant to the evaluation criteria established in the RFQ; and WHEREAS, the Committee's ranking for the top three (3) proposals was as follows: Cummins Cederberg, Inc., as the top ranked proposer; Moffat & Nichol, Inc., as the second ranked proposer; and Tetra Tech, Inc., as the third ranked proposer; and WHEREAS, after reviewing all of the submissions and the Evaluation Committee's rankings and commentary, the City Manager concurs with the Evaluation Committee and recommends that the Mayor and City Commission authorize the Administration to enter into negotiations with Cummins Cederberg, Inc., as the top ranked proposer; further, if the Administration is not successful in negotiating an agreement with Cummins Cederberg, Inc., DocuSign Envelope ID:8A38D49D-0147-4D7D-912E-1 C394B896CD4 authorizing the Administration to enter into negotiations with Moffat & Nichol, Inc., as the second ranked proposer; further, if the Administration is not successful in negotiating an agreement with Moffat & Nichol, Inc., authorizing the Administration to enter into negotiations with Tetra Tech, Inc., as the third ranked proposer. NOW, THEREFORE, BE IT DULY RESOLVED BY THE MAYOR AND CITY COMMISSION OF THE CITY OF MIAMI BEACH, FLORIDA, that the Mayor and City Commission hereby accept the recommendation of the City Manager, pursuant to Request For Qualifications No. 2020-161-ND for Professional Coastal Engineering Services for Waterway Dredging, and authorize the Administration to enter into negotiations with Cummins Cederberg, Inc., as the top ranked proposer; further, if the administration is not successful in negotiating an agreement with Cummins Cederberg, Inc., authorizing the Administration to enter into negotiations with Moffat & Nichol, Inc., as the second ranked proposer; further, if the Administration is not successful in negotiating an agreement with Moffat & Nichol, Inc., authorizing the Administration to enter into negotiations with Tetra Tech, Inc., as the third ranked proposer; and further authorizing the Mayor and City Clerk to execute an agreement upon conclusion of successful negotiations by the Administration. PASSED AND ADOPTED this /G day of c741.6.1( 2020. DAN GELBER, MAYOR ATTEST: RAFAEL E. GRANADO, CI Y LERK F:\PURC\Solleitations\2020\2020-161-ND_RFQ_Engineering_Services for Waterway_Dredging110-Commission Award Documents\RFQ-2020-161-ND- Resolution DRAFT.doc •y, "U' .1,4• Q 1�� DRF �1 ' 0 2 /A `D zz"r, i .. '' 1�-/ APPROVED AS TO FORM&LANGUAGE &FOR EXECUTION 6,.. 114.c— 0.7 0 Date City Attomey DocuSign Envelope ID:8A38D49D-0147-4D7D-912E-1 C394B896CD4 Resolutions -C7 K MIAMI B COMMISSION MEMORANDUM TO: Honorable Mayor and Members of the City Commission FROM: Jimmy L. Morales, City Manager DATE: September 16, 2020 SUBJECT:A RESOLUTION OF THE MAYOR AND CITY COMMISSION OF THE CITY OF MIAMI BEACH, FLORIDA, ACCEPTING THE RECOMMENDATION OF THE CITY MANAGER, TO AUTHORIZE NEGOTIATIONS RELATING TO REQUEST FOR QUALIFICATIONS NO. 2020-161-ND, FOR PROFESSIONAL COASTAL ENGINEERING SERVICES FOR WATERWAY DREDGING; AUTHORIZING THE ADMINISTRATION TO ENTER INTO NEGOTIATIONS WITH CUMMINS CEDERBERG, INC., AS THE TOP RANKED PROPOSER; FURTHER, IF THE ADMINISTRATION IS NOT SUCCESSFUL IN NEGOTIATING AN AGREEMENT WITH CUMMINS CEDERBERG, INC., AUTHORIZING THE ADMINISTRATION TO ENTER INTO NEGOTIATIONS WITH MOFFATT & NICHOL, INC.,AS THE SECOND RANKED PROPOSER; FURTHER, IF THE ADMINISTRATION IS NOT SUCCESSFUL IN NEGOTIATING AN AGREEMENT WITH MOFFATT & NICHOL, INC., AUTHORIZING THE ADMINISTRATION TO ENTER INTO NEGOTIATIONS WITH TETRA TECH, INC., AS THE THIRD RANKED PROPOSER; AND FURTHER AUTHORIZING THE MAYOR AND CITY CLERK TO EXECUTE AN AGREEMENT UPON CONCLUSION OF SUCCESSFUL NEGOTIATIONS BY THE ADMINISTRATION. F ECOMMENDATION The Administration recommends that the Mayor and City Commission of the City of Miami Beach, Florida approve the resolution accepting the City Manager's recommendation pertaining to the bids received, pursuant to RFQ 2020-161-ND, for professional coastal engineering services for waterway dredging. BACKGROUND/HISTORY The City is seeking to retain a qualified civil/environmental firm with waterway dredging permitting and design experience. The consultant will assist with developing a dredging prioritization list and provide permitting and design services for selected prioritized areas of navigational concern, which include general obligation bond project#25 -waterways restoration. Through the RFQ, the City is seeking proposals from comprehensive and multi-disciplined professional engineering consulting teams for the required work. ANALYSIS Page 337 of 1855 DocuSign Envelope ID: 8A38D49D-0147-4D7D-912E-1 C394B896CD4 On May 13, 2020, the Mayor and City Commission authorized the issuance of Request for Qualifications (RFQ) 2020-161-ND for professional coastal engineering services for waterway dredging. On May 18, 2020, the RFQ was issued.A voluntary pre-proposal conference to provide information to proposers submitting a response was held on June 1, 2020. One addendum was issued. The Procurement Department issued bid notes to 1,946 companies utilizing www.bidsync.com website. 110 prospective bidders accessed the advertised solicitation. RFQ responses were due and received on July 2, 2020. The City received a total of seven (7)proposals from the following firms: •Applied Technology and Management, Inc. •Aptim Environmental & Infrastructure, LLC • Coastal Systems International, Inc. • Cummins Cederberg, Inc. • Moffatt& Nichol, Inc. • Stantec Consulting Services, Inc. •Tetra Tech, Inc. On June 11, 2020, the City Manager appointed the Evaluation Committee via LTC #207-2020. The Evaluation Committee convened on August 24, 2020,to consider proposals received.The Committee was comprised of Sabrina Baglieri, Senior Capital Projects Coordinator, The Office of Capital Improvement Projects; Ronnie Issenberg, President, Biscayne Point Homeowners Association; John Lee, Committee Chair, Marine and Waterfront Protection; Giancarlo Pena, Civil Engineer II, Public Works Department; Colette Satchel!, Senior Capital Projects Coordinator, Property Management Department; and Elizabeth Wheaton, Director, Environment and Sustainability Department. The Committee was provided an overview of the project, information relative to the City's Cone of Silence Ordinance and the Government Sunshine Law. The Committee was also provided with general information on the scope of services and a copy of each proposal. The Committee was instructed to score and rank each proposal pursuant to the evaluation criteria established in the RFQ. The evaluation process resulted in the ranking of proposers as indicated in Attachment A. A summary of each top-ranked firm follows: Cummins Cederbero,Inc. Founded over 10 years ago, Cummins and Cederberg, Inc. (Cummins and Cederberg) is an engineering firm that has and continues to exclusively focus on coastal and marine projects. Its professional team is comprised of coastal engineers, marine structural engineers, marine biologists, regulatory and policy experts, marine scientists, and surveyors with proven experience in all facets of coastal engineering, environmental planning, and regulatory framework. Finally, Cummins Cederberg has significant experience within the City of Miami Beach with more than 40 waterfront projects over the last 10 years. Moffat&Nichol, Inc. Moffat& Nichol, Inc. (Moffat& Nichol) opened its Miami office in 2013 and is an industry leader in coastal engineering. It is at the forefront of specialized engineering and construction management services for dredging projects in inlets and inland waterways, harbors, the open Page 338 of 1855 DocuSign Envelope ID:8A38D49D-0147-4D7D-912E-1 C394B896CD4 ocean, and coastal wetlands. Finally, its staff expertise comes from decades spent in the industry planning, designing, and executing some of the largest, most high-profile dredging projects to date. Tetra Tech. Inc. Tetra Tech, Inc. (Tetra Tech) was founded in 1966 to provide engineering services related to waterways, harbors, and coastal areas. It has provided these services to municipal, state, and federal clients to deliver safe travels, improved water quality, protected habits, sustainable management, resiliency, and economic prosperity.Their firm is made up of more than 20,000 associates in 400 offices worldwide, including more than 1,000 staff in Florida who provide the depth and breadth of expertise to complete the most complex coastal engineering services. FINANCIAL INFORMATION The costs of the related services are subject to funds availability approved through the City's budgeting process. Grant funding will not be utilized for this project. CONCLUSION After reviewing all of the submissions and the Evaluation Committee's rankings and commentary, I concur with the Evaluation Committee and find Cummins Cederberg, Inc. to be the best qualified firm for the project. Cummins Cederberg has assembled a team of professionals with specific experience and expertise to support an efficient and successful project.This team includes former senior staff from all the environmental regulatory agencies that will be processing and issuing permits for the proposed work, including Miami-Dade County RER, Florida Department of Environmental Protection (FDEP), and the US Army Corps of engineers. Moreover, the team has studied the navigable waterways identified in the RFQ and understand each waterway's unique permitting, design, and construction challenges; which will streamline and reduce potential costs. Finally, Cummins and Cederberg focuses on communication. It prides itself in prompt response times and intends on providing progress reports to the City, as needed. I also find that Moffat & Nichol, as the second-ranked firm, and Tetra Tech, as the third-ranked firm, are also well qualified should the City be unable to finalize an agreement with Cummins Cederberg. For the reasons stated herein, I recommend that the Mayor and City Commission approve the Resolution authorizing the Administration to enter into negotiations with Cummins Cederberg, Inc., as the top ranked proposer, further, if the Administration is not successful in negotiating an agreement with Cummins Cederberg, Inc.,authorizing negotiations with Moffat& Nichol, Inc., as the second ranked proposer, further, if the Administration is not successful in negotiating an agreement with Moffat& Nichol, Inc., authorizing negotiations with Tetra Tech, Inc., as the third ranked proposer, and further authorizing the Mayor and City Clerk to execute an agreement upon conclusion of successful negotiations by the Administration. Applicable Area Citywide Is this a"Residents Right Does this item utilize G,O. to Know" item,pursuant to Bond Funds? City Code Section 2-14? No No Page 339 of 1855 DocuSign Envelope ID:8A38D49D-0147-4D7D-912E-1 C394B896CD4 Legislative Tracking Environment and Sustainability/Procurement ATTACHMENTS: Description ❑ Attachment A ❑ Resolution Page 340 of 1855 0 0 cn §981.JOm 0 1.17£a5ecl 0 CD -0 CD 0 CO o Co 4, co 0 0 0 () rn n.) • (0 4, CO Co 0) C.) 0 • • liouvomaarc003N 011•113 NV 1N1034013100V300 BoullireN ram*rum ita Dwane Aine00101.1 "' •- - - - -- •••••••• ••••••••• -- - t .....figna•••••1 ••••••••••W .01111.4:19. ••t. .'..ZzelEffreINCterr....lenn•Lzt).C.rt,.2....nrnrt vs:3 • ' 6 ri, • fit - - OS IS nos ' ' cI oe I s I di 111 so, - z a T c Ca . osoci 00 Ii N • II •1 le SD I, • __ea c • Se a Te I C GS 0.9:•aaa.s aoacn.so wogs. cf ii • L_ N Lrl - i g 7 I. 9, „ • Dal Ga. c ao a Si T IN " _ S63s-1asuryz N re n. Se C BO ot) La _ LA: tin N 60 -- 1.5 ir • -Ai 1 NO c IÔIn ea C " C aul laDomoriD CuUrrei-D IDIDDD '1 Ci - N : " -- IS COO c id • Si I.11 ca s Si g Or. g 8.'1-.4,3 tW , s se Oe S IN rawsrxf LAN pm nropirion NUN IC • ruriu100 =M. raileur0 I Uni:171,00 1 nrirn4C; jurisruuDIP I•N00.0 0.01.3 raaaloe aNNINSINKI Waite 7640.0 n wo Ra I Is oer 1 . - PROMO ginalge NV cowls BaNIONSa3oXiiillatkalleNlaleala ao 000m**MO 070100 mood women 1030NON 1013•N•4306 • - DocuSign Envelope ID:8A38D49D-0147-4D7D-912E-1 C394B896CD4 ATTACHMENT B ADDENDA AND ITB SOLICITATION DocuSign Envelope ID:8A38D49D-0147-4D7D-912E-1 C394B896CD4 M I V 1 I B E AC HProcurement Department 1755 Meridian Ave, 3rd Floor, Miami Beach, Florida 33139 www.miamibeachfl.gov ADDENDUM NO. 2 REQUEST FOR QUALIFICATIONS NO. 2020-161-ND PROFESSIONAL COASTAL ENGINEERING SERVICES FOR WATERWAY DREDGING (the"RFQ") June 24, 2020 This Addendum to the above-referenced RFQ is issued in response to questions from prospective proposers, or other clarifications and revisions issued by the City. The RFQ is amended in the following particulars only (deletions are shown by strikethrough and additions are underlined). PURSUANT TO THE RFQ TIMETABLE, THE DEADLINE FOR QUESTIONS HAS PASSED AND NO FURTHER QUESTIONS WILL BE CONSIDERED. ACCCORDINGLY, NO EXTENSIONS TO THE DUE DATE WILL BE ALLOWED. 1. CLARIFICATION. When submitting an electronic proposal BidSync requires digital signature in order to place an offer. The proposer is required to utilize the BidSync digital signature tool, which prompts proposer to provide their password in order to submit a digital signature and place an offer. Please note that the option for a "DocuSign" digital signature is not required, however this option is available to those that are interested in utilizing DocuSign. 2. REMINDER RFQ DUE DATE AND TIME. The deadline for the electronic receipt of proposals is at 3:00 p.m., on Thursday, July 2, 2020. Proposals will be opened promptly at the time and date specified. PUBLIC BID OPENING WILL BE VIA CONFERENCE ONLY Dial-In Instructions: • Dial the Telephone Number: +1 786-636-1480 • Enter the Conference ID No: 989 785 643# All proposals received and time stamped through BidSync, prior to the proposal submittal deadline shall be accepted as timely submitted. Proposals cannot be submitted after the deadline established for receipt of proposals. Hard copy proposals or proposals received electronically, either through email or facsimile, submitted prior to or after the deadline for receipt of proposals are not acceptable and will be rejected. Late bids cannot be submitted, bidders are cautioned to plan sufficiently. The City will in no way be responsible for delays caused by technical difficulty or caused by any other occurrence. 3. REVISION. Section 0300, Submittal Instructions and Format, Tab 2 of the RFQ, is hereby amended as follows. (Underlined denotes added language): TAB 2 Experience &Qualifications of the Firm 2.1 Qualifications of Proposing Firm. Submit detailed information regarding the relevant experience and proven track record of the firm and/or its principals in providing the scope of services similar as identified in this solicitation, including experience in providing similar scope of services to public sector agencies, with emphasis on the following areas of expertise: ■ marine surveying; and RFQ No.2020-161-ND Addendum#1 6/24/2020 DocuSign Envelope ID:8A38D49D-0147-4D7D-912E-1 C394B896CD4 M I A M I B E AC HProcurement Department 1755 Meridian Ave, 3rd Floor, Miami Beach, Florida 33139 www.miamibeachfl.gov ■ coastal engineering and environmental permitting services for waterway maintenance dredging or marina maintenance dredging; For each project that the Proposer submits as evidence of similar experience for the firm and/or any principal, the following is required: project description, proposer's role in the project(with specificity,agency name, agency contact, contact telephone &email, and year(s) and term of engagement. For each project, identify whether the experience is for the firm or for a principal (include name of principal). 4. ATTACHMENTS. Exhibit A: Pre-Proposal Sign-in Sheet Exhibit B: LTC#207-2020 5. RESPONSES TO QUESTIONS RECEIVED. 01: Please clarify the schedule for the design work and for the construction period. Al: The City is looking to retain a firm that can complete the design and permitting so that construction can begin when the funds become available in May 2022. However, the purpose of this RFQ is to select the best qualified (as determined by the City) consultant for the project. Responses pursuant to the RFQ are not to include scope. After selection the City and the selected consultant will negotiate scope, terms, and cost. Q2: Please share the budget for the design work. A2: The city has$250,000 budgeted. Q3: Please clarify what if any pre-qualification is required by the City for consultants A3: Proposer will need to complete the vendor qualifications prior to submitting a proposal. Q4: Does the prime for this project need to be a professional engineering firm or can an environmental consulting firm be the prime as long as a sub to the team is a professional engineer? A4: The prime proposer for this project needs to be a professional engineering firm. Q5: In order to receive 5 points for veteran preference does the prime need to be a veteran owned company or can points be awarded if a sub to the prime is veteran owned? A5: In order to attain the veteran's preference points, the prime proposer needs to be a small business concern owned and controlled by a veteran(s) or which is a service-disabled veteran business enterprise by the State of Florida or United States federal government, as required pursuant to ordinance 2011-3748. RFQ No.2020-161-ND Addendum#1 6/24/2020 DocuSign Envelope ID:8A38D49D-0147-4D7D-912E-1C394B896CD4 MIAMI B EAC I-1 Procurement Department 1755 Meridian Ave, 3rd Floor, Miami Beach, Florida 33139 www.miamibeachfl.gov Q6: Is there preference for Dade County certified SBEs or Micros SBEs? A6: The City does not provide preference for Dade County certified SBEs or Micros SBEs. Q7: What firm if any has previously held this contract or been awarded professional coastal engineering for the city of Miami Beach in the past 5 years? Al: This is the first time the City has issued an RFQ for coastal engineering services for waterway dredging. Q8: What has the City budgeted for this contract? A8: See response to item Q2 above. Q9: Who will be on the selection committee for the City? A9: Please refer to Exhibit B, LTC No. 207-2020. Q10: Does the submittal need to include a SF330? A10: The submittal does not need to include an SF330. Please refer to Section 0300, Proposal Submittal Instructions and Format. Q11: Does the City require a minimum or maximum amount of representative projects to include? Al1: The City does not require a minimum or maximum amount of representative projects. Please refer to Section 0300, Proposal Submittal Instructions and Format. 012: Is there a project timeframe threshold for representative projects? For example, no more than 10 years old? Al2: There is no project timeframe threshold for representative projects. Please refer to Section 0300, Proposal Submittal Instructions and Format. Q13: Does the City anticipate that any of the dredging under this scope is new, or that all dredging is maintenance dredging? A13: All the dredging will be new. Q14: We recently submitted a proposal to the City for another project, on which we submitted a Bid Submittal Questionnaire.Are we required to submit a new questionnaire for this project? A14: A new bid submittal questionnaire must be submitted with each solicitation response. RFQ No. 2020-161-ND Addendum#1 6/24/2020 DocuSign Envelope ID:8A38D49D-0147-4D7D-912E-1 C394B896CD4 M I A M I B E AC HProcurement Department 1755 Meridian Ave, 3rd Floor, Miami Beach, Florida 33139 www.miamibeachfl.gov Q15: In Tab 2: Experience & Qualifications of the Firm, we understand that we are allowed to include past project experience for our team principals while they were employed at other firms. Given the long timeframe since the City last had a dredging contract, we fully support this opportunity. However, we would like to suggest that the City require that the proposing firm make clear the role that their personnel had on any experience not completed for their current firm to make certain those proposed personnel contributed in meaningful roles (project manager, engineer-of-record, etc.) on those past projects so that the City will benefit from their inclusion on this new contract. A15: Please refer to Section 3 Revision. Q16: RFQ page 3, in the Statement of Work Required, states that the consultant will "Pay all permits application fees (reimbursed by City through task order capped reimbursable)." Federal and state agency fees are minimal for this type of work; however, the DERM Class 1 permit fees are generally greater than $50K depending on the estimated construction costs. Can you please confirm that the City expects the consultant to cover permit fees during the permit processing phase of the project? A16: The City will reimburse all permitting fees directly to the consultant or through the reimbursable account. Q17: In researching Resolution 2016-29375, we were unable to find the definition for "sourced." We request confirmation from the City that a California corporation authorized to do business in Florida (and from where the project will be managed) but maintaining offices in North Carolina may utilize employees from its North Carolina offices in performing certain aspects of this contract. A17: Resolution 2016-29375, the City of Miami Beach, Florida, prohibits official City travel to the states of North Carolina and Mississippi, as well as the purchase of goods or services sourced in North Carolina and Mississippi. Proposer shall agree that no travel shall occur on behalf of the City to North Carolina or Mississippi, nor shall any product or services it provides to the City be sourced from these states. Q18: Tab 2 requests firm experience, and Tab 3 requests team member experience (as project team member resumes). Both sections request project agency contacts (i.e. references). Tab 3 specifically requests references for each project included on a team member's resume. If we have 10 team members and each person's resume has 10 projects, that's as many as 100 references that we need to provide. Is that the City's intent (and if so, could we perhaps provide three references per team member), or can we limit references just to Tab 2, Firm Experience? A18: See response to item Q11 above. Reference information should be provided for all relevant experience. Any questions regarding this Addendum should be submitted in writing to the Procurement Management Department to the attention of the individual named below, with a copy to the City Clerk's Office at RafaelGranadomiamibeachfl.qov Contact: Telephone: Email: Natalia Delgado 305-673-7000 ext. 6263 nataliadelgado@miamibeachfl.gov RFQ No. 2020-161-ND Addendum#1 6/24/2020 DocuSign Envelope ID:8A38D49D-0147-4D7D-912E-1 C394B896CD4 MIAMI BEACHProcurement Department 1755 Meridian Ave, 3rd Floor, Miami Beach, Florida 33139 www.miamibeachfl.gov Proposers are reminded to acknowledge receipt of this addendum as part of your RFQ submission. Potential proposers that have elected not to submit a response to the RFQ are requested to complete and return the "Notice to Prospective Bidders"questionnaire with the reason(s)for not submitting a proposal. Si cerely, Alex enis Pro rement Director RFQ No.2020-161-ND Addendum#1 6/24/2020 DocuSign Envelope ID:8A38D49D-0147-4D7D-912E-1C3948896CD4 IV\ I AM I B EACHProcurement Department 1755 Meridian Ave, 3rd Floor, Miami Beach, Florida 33139 www.miamibeachfl.gov EXHIBIT A Pre-Proposal Sign-in Sheet RFQ No.2020-161-ND Addendum#1 6/24/2020 DocuSign Envelope ID:8A38D49D-0147-4D7D-912E-1 C394B896CD4 MIAMI BEACH CITY OF MIAMI BEACH PRE-PROPOSAL MEETING (Via Conference Call) SIGN-IN SHEET DATE: June 1, 2020 TITLE: RFQ-2020-161-ND PROFESSIONAL COASTAL ENGINEERING SERVICES FOR WATERWAY DREDGING NAME COMPANY NAME PHONE# Signature (PLEASE PRINT) E-MAIL ADDRESS Natalia Delgado Procurement-CMB 305-673-7000 nataliadelgado@miamibeachfl.gov Ext. 26263 CI1LauCLt1 wneaw° Environment and Sustainability Ext. 6121 el izabethwheaton@miamibeachfl.gov Jesus Martinez and Carmen ALPHA Corporation 305.269.7917 Olazabal Carmen.olazabal@alphacorporation.com Douglas W. Mann APTIM 561 361 3148 douglas.mann(a,aptim.com Cathy Foerster ATM Design Engineering Consulting 904.315.4676 CFoerster@appliedtm.com Tyler Chappell The Chappell Group (954) 782-1908 tyler@thechappellgroup.com ext. 300 Taylor Scheuermann Coastal Systems International, Inc. 305-669-6230 tscheuermann@coastalsystemsint.com Catherine Olnick Cummins Cederberg 954-880-1646 colnick@CumminsCederberg.com Nadia Locke ESciences, Inc. 954/484-8500 nlocke@esciencesinc.com Abbie Wilson Moffatt&Nichol 786.725.4193 aW IIsuLI�II1u1IaLLf1eL1u1.L u111 1 DocuSign Envelope ID:8A38D49D-0147-4D7D-912E-1 C394B896CD4 MIAMI BEACH CITY OF MIAMI BEACH PRE-PROPOSAL MEETING (Via Conference Call) SIGN-IN SHEET DATE: June 1, 2020 TITLE: RFQ-2020-161-ND PROFESSIONAL COASTAL ENGINEERING SERVICES FOR WATERWAY DREDGING NAME COMPANY NAME PHONE# Signature (PLEASE PRINT) E-MAIL ADDRESS Michelle De Beer Olin Hydrographic Solutions, Inc. (305) 619 2800 michelle@olinhydrographic.com Audrey Siu SWC, Inc. 305-651-7061 audrey@swcinc.net Yehya Siddiqui Taylor Engineering, Inc. 904-731-7040 Jamie Gregory YSiddiqui@TaylorEngineering.com Jonathan Armbruster Matth Shelton Tetra Tech 321.636.6470 Matt.Shelton@tetratech.com ext. 6378099 2 DocuSign Envelope ID:8A38D49D-0147-4D7D-912E-1 C394B896CD4 MIAMI BEACHProcurement Department 1755 Meridian Ave, 3rd Floor, Miami Beach, Florida 33139 www.miamibeachfl.gov EXHIBIT B LTC #207-2020 RFQ No.2020-161-ND Addendum#1 6/24/2020 DocuSign Envelope ID:8A38D49D-0147-4D7D-912E-1 C394B896CD4 OFFICE OF THE CITY MANAGER LTC x 207-2020 LETTER TO COMMISSION TO: Mayor Dan Gelber and Members of t City Commis n FROM: Jimmy L. Morales, City Manager ' DATE: June 11, 2020 SUBJECT: Evaluation Committee Relative to R est for Qualifications(RFQ)No 2020-161-ND,for Professional Coastal Engineering Services for Waterway Dredging The purpose of this LTC is to update the Mayor and City Commission on the status of Request for Qualifications(RFQ)No.2020-161-ND,which seeks to retain the services of a diverse,comprehensive, and multi-disciplined professional engineering consulting team to assist the City administration with the planning,permitting and design for the dredging of City's waterways. The City will receive proposals pursuant to this RFQ on July 2,2020.The responsive proposals will be reviewed by the Evaluation Committee in accordance with the criteria established in the RFQ. I am considering appointing the following individuals to serve on the Evaluation Committee: • Sabrina Baglieri, Senior Capital Projects Coordinator, The Office of Capital Improvement Projects ▪ Ronnie lssenberg, President, Biscayne Point Homeowners Association • John Lee,Committee Chair,Marine and Waterfront Protection • Giancarlo Pena, Civil Engineer II,Public Works Department • Thais Vieira,Senior Capital Projects Coordinator,Office of the City Manager • Elizabeth Wheaton, Director, Environment and Sustainability Department I am also considering the following individuals as alternates: • Colette Satchell, Senior Capital Projects Coordinator, The Office of Capital Improvement Projects • Eugene Egemba,Civil Engineer III,Public Works Department I would appreciate any comments and/or suggestions you may have by Monday,June 15, 2020 Thank you C: Aline Tejeda Hudak, Assistant City Manager Alex Denis, Director, Procurement Department JLM/ATH/EW/AD/ /ND FIPURC\Sohcealionsl202012020-161•ND_RFQ_Engineenng_Services_for_Walerway_.Dredgingll4 LTCs1LTC Eval Members 6 5 20.doc DocuSign Envelope ID:8A38D49D-0147-4D7D-912E-1C394B896CD4 MIAMI BEACH TABLE OF CONTENTS SOLICITATION SECTIONS: 0100 INSTRUCTIONS TO RESPONDENTS 0200 GENERAL CONDITIONS 0300 PROPOSAL SUBMITTAL INSTRUCTIONS & FORMAT 0400 PROPOSAL EVALUATION APPENDICES: APPENDIX A SPECIAL CONDITIONS APPENDIX B WATERWAYS AREA MAP DocuSign Envelope ID:8A38D49D-0147-4D7D-912E-1C394B896CD4 MIAMI BEACH SECTION 0100 INSTRUCTIONS TO RESPONDENTS 1. GENERAL. This Request for Qualifications (RFQ) is issued by the City of Miami Beach, Florida (the"City"), as the means for prospective Proposers to submit proposals for the City's consideration in evaluating qualifications to select a firm with whom it may negotiate an agreement for the purpose noted herein. Prospective Proposers that have obtained this solicitation in any manner other than via BidSync(www.bidsvnc.com) are advised that the City utilizes BidSync (www.bidsync.com) for automatic notification of competitive solicitation opportunities and document fulfillment, including the issuance of any addendum to this RFQ. Any Prospective Proposer who has received this RFQ by any means other than through BidSync must register immediately with BidSync to assure it receives any addendum issued to this RFQ. Failure to receive an addendum may result in disqualification of proposal submitted. 2. PURPOSE. The City's navigational waterways are used extensively by recreational boaters. A number of areas have accumulated sediment over time and require dredging in order to restore navigation. By means of this RFQ the City is seeking to retain the services of a diverse, comprehensive, and multi-disciplined professional engineering consulting team to assist the City administration with the planning, permitting and design for the dredging of City's waterways. Anticipated work is expected to include, but not be limited to: planning, design, management and representation; cost estimating; easement configurations; technical assistance and coordination services; provide environmental surveying and permitting; bid document preparation; contractor evaluation services; facilitation and coordination of project, including construction inspection services and mitigation; project as-builts; and any other required engineering or supplemental services, including but not limited to surveying, geotechnical and other related work. The selected team must have a proven track record of success on projects/programs of this specific scope, from planning to implementation. The selected consultant shall be precluded from participating in any work resulting from the services performed under this RFQ and resulting agreement. THIS RFQ, AND ANY RESULTING CONTRACT, IS ISSUED AND GOVERNED BY SECTION 287.055, FLORIDA STATUTES 3. STATEMENT OF WORK REQUIRED. The City is seeking to retain a qualified civil/environmental firm with waterway dredging permitting and design experience. Qualified consultant will assist with developing a dredging prioritization list and provide permitting and design services for selected prioritized areas of navigational concern. In order to consider a contract for these services, the City is seeking qualified firms of a diverse, comprehensive, and multi-disciplined professional engineering consulting team to facilitate, coordinate, and provide technical assistance for waterway dredging design, permitting, and mitigation plan development. The intent of the City is to select one applicant firm capable of providing the engineering services specified herein to the city's navigable waterways (Appendix B) which include but are not limited to the areas listed below. The City may add or remove waterway areas and segments as deemed necessary upon approval of the City Manager. 1. Tatum Waterway 7. Flamingo Waterway 2. Normandy Waterway 8.Sunset Lake 3. Biscayne Point 9. Sunset Islands Canals 4. Biscayne Waterway 10. Collins Canal 5. Surprise Lake 11. Waters of Biscayne Bay 6. Surprise Waterway DocuSign Envelope ID:8A38D49D-0147-4D7D-912E-1C394B896CD4 MIAMI BEACH The firm selected to enter into a contract with the City will provide the City with the required staff, resources, sub consultants and professional marine, civil and environmental expertise, as are required to effectively perform and complete the project. This RFQ provides for the engagement of a civil/environmental professional engineering consultant and sub consultant(s) to obtain all necessary permits for dredging, mitigation, performing all requisite tests, samplings & surveys, and preparing contract documents to enable the City to go out for bid for the dredging work. 3.1. Specifications. PHASE 1 —Develop Prioritized List • Collect all data necessary to develop a prioritized list for areas of navigational concern • Consultant will develop a step-by-step action plan detailing the steps to design, permit, and dredge the City waterways. PHASE 2- Obtain Conceptual Mitigation and Dredging Permits: • Collect all data necessary to develop a prioritized list, obtain all required permits from the appropriate regulatory agencies for mitigation and dredging of selected projects, and if applicable provide consulting services to the City on various matters which do not result in drawings or specifications. • Review of past and current project documents, technical memorandums, meeting minutes, and the conceptual mitigation plan. Develop plans and reports in 30%, 60%, and 100% phases to obtain the necessary conceptual permits. • Interface and provide associated coordination with Florida Inland Navigation District (FIND), U.S. Army Corps of Engineers (USACE), National Marine Fisheries (NMFS), Florida Department of Environmental Protection (FDEP), including governing board approval, Miami-Dade County Division of Environmental Resources Management(DERM) and other agencies necessary for successful completion of the task to obtain all necessary permits. • Prepare all permit applications and submittals to obtain all required permits on City's behalf. • Pay all permits application fees (reimbursed by City through task order capped reimbursable) • Provide a sampling plan as needed. • Perform soil and water sample testing and analysis as needed. • Perform associated geotechnical soil investigations to determine soil types, depths of sediments for selected project areas. • Provide associated avoidance and minimization of impacts plan to comply with permitting requirements by the regulatory agencies. • Determine the lateral extent of sediments or lateral extents of area of proposed dredging in project areas. • Estimate cubic yards of sediment to be removed from the project areas and provide certified engineering cost estimate as required. DocuSign Envelope ID:8A38D49D-0147-4D7D-912E-1 C394B896CD4 MIAMI BEACH • Delineate all resource jurisdictions including but not limited to USACE, FDEP, city, or private control. • Perform associated environmental assessments, benthic surveys, including possible impacts to aquatic organisms from dredging operations. • Conduct all associated surveying work (hydrographic survey, drafting legal description and sketches of the State of Florida Sovereign Submerge Lands Lease (SSL) and related easements). • Prepare, submit and obtain all necessary legal approvals on behalf of the City required to be in place prior to construction activity occurring. • Provide all cost estimates and schedules necessary during permitting phase. • Respond and address all permitting agencies' Requests for Additional Information (RAIs) for the project as well as coordinate all efforts necessary with Florida Inland Navigation District (FIND) during the permitting phase of the project(includes all necessary certifications). • Assist City staff with the preparation of documents related to grant funding requirements set by the appropriate grant agencies. PHASE 3- Provide 100% Construction Plans & Specifications for 100%construction bid documents: • Based on the permitted conceptual design obtained in Phase 2 the selected consultant will develop 100% construction plans and specifications (in 30%, 60%, and 100% phases) and will obtain all necessary construction permits as required by permitting agencies to allow the City to go out for construction bid of the project. • The construction plans shall identify and make necessary provisions for any regulatory restrictions governing the proposed work as required by all permit regulatory agencies. • Provide all cost estimates and schedules necessary during the design and permitting phase. • Provide associated coordination with Florida Inland Navigation District (FIND), U.S. Army Corps of Engineers (USACE), Florida Department of Environmental Protection (FDEP), including governing board approval, Miami-Dade County Environmental Resources Management Department (DERM) and other agencies necessary for successful completion of the task to obtain all necessary permits. • Respond and address all permitting agencies' Requests for Additional Information (RAIs) for the project as well as coordinate all efforts necessary with the Florida Inland Navigation District's (FIND) during the design and construction phases of the project(includes all necessary certifications). • Provide turbidity control plan, containment methodology, water quality protection measures, dredge material disposal plan, and related schedule plan of all construction activities associated to the mitigation and dredge work. • The method of dredging specified shall be proven to be the most efficient and economical based on current industry standards. • Provide associated compensatory mitigation assessments, monitoring plan, long-term management plan, adaptive management plan and financial assurances as needed by the regulatory agencies. DocuSign Envelope ID:8A38D49D-0147-4D7D-912E-1 C394B896CD4 MIAMI BEACH • Provide associated environmental resources avoidance and minimization of impacts plan as required by the regulatory agencies. • Prepare bid contract documents to enable the City to go out for bid for the dredging work, including assistance to City staff as needed such as answering bidders' questions or preparing addendums. • Coordinate all work provided by sub-consultants or sub-contractors to meet the scope of services required in this RFQ. • Assist city staff with the preparation of documents in relation to grant funding requirements as required by the appropriate grant agencies. 4.ANTICIPATED RFQ TIMETABLE.The tentative schedule for this solicitation is as follows: RFQ Issued May 18, 2020 Pre-Proposal Meeting June 1, 2020 at 9:00 a.m. ET Deadline for Receipt of Questions June 12, 2020 at 5:00 p.m. ET Responses Due July 2, 2020 at 3:00 p.m. ET Evaluation Committee Review TBD Proposer Presentations TBD Tentative Commission Approval Authorizing TBD Negotiations Contract Negotiations Following Commission Approval 5. PROCUREMENT CONTACT. Any questions or clarifications concerning this solicitation shall be submitted to the Procurement Contact noted below: Procurement Contact: Telephone: Email: Natalia Del•ado 305-673-7000 x26263 NataliaDel•ado• miamibeachfl.sov Additionally, the City Clerk is to be coiled on all communications via e-mail at: RafaelGranado• miamibeachfl.•ov; or via facsimile: 786-394-4188. The Proposal title/number shall be referenced on all correspondence. All questions or requests for clarification must be received no later than ten (10) calendar days prior to the date proposals are due as scheduled in Section 0100-4. All responses to questions/clarifications will be sent to all prospective Proposers in the form of an addendum. 6. PRE-PROPOSAL MEETING OR SITE VISIT(S).Only if deemed necessary by the City, a pre-proposal meeting or site visit(s) may be scheduled.Attendance for the pre-proposal meeting shall be via telephone and recommended as a source of information but is not mandatory. Proposers interested in participating in the Pre-Proposal Meeting must follow these steps: (1) Dial the TELEPHONE NUMBER: 786-636-1480 (United States, Miami Toll-free) (2) Enter the MEETING NUMBER:499 997 854# Proposers who are interested in participating via telephone should send an e-mail to the contact person listed in this RFQ expressing their intent to participate via telephone. DocuSign Envelope ID.8A38D49D-0147-4D7D-912E-1 C394B896CD4 MIAMI BEACH 7. PRE-PROPOSAL INTERPRETATIONS. Oral information or responses to questions received by prospective Proposers are not binding on the City and will be without legal effect, including any information received at pre- submittal meeting or site visit(s). The City by means of Addenda will issue interpretations or written addenda clarifications considered necessary by the City in response to questions. Only questions answered by written addenda will be binding and may supersede terms noted in this solicitation. Addendum will be released through BidSync. Any prospective proposer who has received this RFQ by any means other than through BidSync must register immediately with BidSync to assure it receives any addendum issued to this RFQ. Failure to receive an addendum may result in disqualification of proposal. Written questions should be received no later than the date outlined in the Anticipated RFQ Timetable section. 8. CONE OF SILENCE. This RFQ is subject to, and all proposers are expected to be or become familiar with, the City's Cone of Silence Requirements, as codified in Section 2-486 of the City Code. Proposers shall be solely responsible for ensuring that all applicable provisions of the City's Cone of Silence are complied with, and shall be subject to any and all sanctions, as prescribed therein, including rendering their response voidable, in the event of such non-compliance. Communications regarding this solicitation are to be submitted in writing to the Procurement Contact named herein with a copy to the City Clerk at rafaelqranado miamibeachfl.gov 9. ADDITIONAL INFORMATION OR CLARIFICATION. After proposal submittal, the City reserves the right to require additional information from Proposers (or Proposer team members or sub-consultants) to determine: qualifications (including, but not limited to, litigation history, regulatory action, or additional references); and financial capability (including, but not limited to, annual reviewed/audited financial statements with the auditors notes for each of their last two complete fiscal years). 10. PROPOSER'S RESPONSIBILITY. Before submitting a response, each Proposer shall be solely responsible for making any and all investigations, evaluations, and examinations, as it deems necessary, to ascertain all conditions and requirements affecting the full performance of the contract. Ignorance of such conditions and requirements, and/or failure to make such evaluations, investigations, and examinations, will not relieve the Proposer from any obligation to comply with every detail and with all provisions and requirements of the contract, and will not be accepted as a basis for any subsequent claim whatsoever for any monetary consideration on the part of the Proposer. 11. DETERMINATION OF AWARD.The final ranking results of the evaluation process will be considered by the City Manager who may recommend to the City Commission the Proposer(s) s/he deems to be in the best interest of the City or may recommend rejection of all proposals. The City Manager's recommendation need not be consistent with the scoring results identified herein and takes into consideration Miami Beach City Code Section 2-369, including the following considerations: (1)The ability, capacity and skill of the Proposer to perform the contract. (2) Whether the Proposer can perform the contract within the time specified, without delay or interference. (3)The character, integrity, reputation,judgment, experience and efficiency of the Proposer. (4) The quality of performance of previous contracts. (5) The previous and existing compliance by the Proposer with laws and ordinances relating to the contract. The City Commission shall consider the City Manager's recommendation and may approve such recommendation. The City Commission may also, at its option, reject the City Manager's recommendation and select another Proposal or Proposals which it deems to be in the best interest of the City, or it may also reject all Proposals. 12. NEGOTIATIONS. Following selection, the City reserves the right to enter into further negotiations with the selected Proposer. Notwithstanding the preceding, the City is in no way obligated to enter into a contract with the selected Proposer in the event the parties are unable to negotiate a contract. It is also understood and acknowledged by Proposers that no property, contract or legal rights of any kind shall be created at any time until and unless an Agreement has been agreed to; approved by the City; and executed by the parties. DocuSign Envelope ID:8A38D49D-0147-4D7D-912E-1C394B896CD4 MIAMI BEACH SECTION 0200 GENERAL CONDITIONS TERMS & CONDITIONS —SERVICES. By virtue of submitting a proposal in response to this solicitation, proposer agrees to be bound by and in compliance with the Terms and Conditions for Services (dated April 3, 2020), incorporated herein,which may be found at the following link: https://www.miamibeachfl.gov/wp-content/uploads/2020/04/Terms-Conditions-Services-General- 4.3.2020.pdf DocuSign Envelope ID:8A38D49D-0147-4D7D-912E-1 C394B896CD4 MIAMI BEACH SECTION 0300 PROPOSAL SUBMITTAL INSTRUCTIONS AND FORMAT 1. ELECTRONIC RESPONSES (ONLY). Electronic responses to this RFQ are to be submitted through BidSync until the date and time as indicated in this document. It is the sole responsibility of the Proposer to ensure its proposal reaches BidSync before the Solicitation closing date and time. There is no cost to the Proposer to submit a proposal in response to a City of Miami Beach solicitation via BidSync. Electronic proposal submissions may require the uploading of electronic attachments. The submission of attachments containing embedded documents or proprietary file extensions is prohibited. All documents should be attached as separate files (proposal format indicated below). All proposals received and time stamped through BidSync, prior to the proposal submittal deadline shall be accepted as timely submitted. Proposals will be opened promptly at the time and date specified. The City will in no way be responsible for delays caused by technical difficulty or caused by any other occurrence. A proposer may submit a modified proposal to replace all or any portion of a previously submitted proposal up until the proposal due date and time. The City will only consider the latest version of the proposal. 2. NON-RESPONSIVENESS. Failure to submit the following requirements shall result in a determination of non- responsiveness. Non-responsive proposals will not be considered. 1. Bid Submittal Questionnaire (submitted electronically). 3. OMITTED OR ADDITIONAL INFORMATION. With exception of the Bid Submittal Questionnaire (submitted electronically) and the Cost/Revenue Proposal, if applicable, the City reserves the right to seek any omitted information/documentation or any additional information from Proposer or other source(s), including but not limited to: any firm or principal information, applicable licensure, resumes of relevant individuals, client information, financial information, or any information the City deems necessary to evaluate the capacity of the Proposer to perform in accordance with contract requirements. Failure to submit any omitted or additional information in accordance with the City's request shall result in proposal being deemed non-responsive. 4. ELECTRONIC PROPOSAL FORMAT. In order to maintain comparability, facilitate the review process and assist the Evaluation Committee in review of proposals, it is strongly recommended that proposals be organized and tabbed in accordance with the tabs, and sections as specified below. The electronic submittal should be tabbed as enumerated below and contain a table of contents with page references. The electronic proposal shall be submitted through the"Line Items" attachment tab in BidSync. TAB 1 Cover Letter&Table of Contents 1.1 Cover Letter and Table of Contents. The cover letter must indicate Proposer and Proposer Primary Contact for the purposes of this solicitation. The table of contents should indicate the tabs, sections with tabs and page numbers to facilitate the evaluation committee's review. TAB 2 Experience &Qualifications of the Firm 2.1 Qualifications of Proposing Firm. Submit detailed information regarding the relevant experience and proven track record of the firm and/or its principals in providing the scope of services similar as identified in this solicitation, including experience in providing similar scope of services to public sector agencies, with emphasis on the following areas of expertise: • marine surveying; and • coastal engineering and environmental permitting services for waterway maintenance dredging or marina maintenance dredging; For each project that the Proposer submits as evidence of similar experience for the firm and/or any principal, the following is required: project description, agency name, agency contact, contact telephone&email, and year(s)and term of engagement. For each project, identify whether the experience is for the firm or for a principal (include name of principal). DocuSign Envelope ID.8A38D49D-0147-4D7D-912E-1 C394B896CD4 iv1i,AMI BEACH TAB 3 Experience&Qualifications of the Team 3.1 Qualifications of Proposer Team. Provide an organizational chart of all the prime proposer's personnel, each team members' qualifications and the role that each team member will play in providing the services detailed herein. A resume of each individual, including education, licensure, relevant experience, and any other pertinent information, shall be included for each respondent team member to be assigned to this contract. with emphasis on the following areas of expertise: • marine surveying; and • coastal engineering and environmental permitting services for waterway maintenance , dredging or marina maintenance dredging; For each project submitted as evidence of experience for the team members, the following information is to be included: project description, proposer's role in the project(with specificity); agency name, agency contact, contact telephone &email, and year(s) and term of engagement. 3.2 Project Manager. Submit the name of the project manager that shall be the primary representative to the City. Include a resume of the project manager, including education, licensure, relevant experience, and any other pertinent information, and why the proposer believes this individual is best suited to serve as project manager for this en•a•ement. TAB 4 Approach and Methodology Submit detailed information on the approach and methodology that the Proposer and its team has utilized on previous engagements to accomplish a similar scope of work, including detailed information, as applicable, which addresses, but need not be limited to, its approach and methodology to the following areas of work: • the permitting and design services related to waterway dredging; • evaluation of the city's waterways and identification of dredging priorities based on navigational constraints; • obtaining all necessary environmental permits; and • overseeing construction and mitigation activities. DocuSign Envelope ID:8A38D49D-0147-4D7D-912E-1 C394B896CD4 SECTION 0400 PROPOSAL EVALUATION 1. Evaluation Committee.An Evaluation Committee, appointed by the City Manager, may meet to evaluate each Proposal in accordance with the qualitative criteria set forth below. In doing so, the Evaluation Committee may review and score all proposals received, with or without conducting interview sessions. City staff will assign points for the quantitative criteria. It is important to note that the Evaluation Committee is advisory only and does not make an award recommendation to the City Manager or the City Commission. The results of Step 1 & Step 2 Evaluations will be forwarded to the City Manager who will utilize the results to make a recommendation to the City Commission. a. In the event that only one responsive proposal is received, the City Manager, after determination that the sole responsive proposal materially meets the requirements of the RFQ, may, without an evaluation committee, recommend to the City Commission that the Administration enter into negotiations. b. The City, in its discretion, may utilize technical or other advisers to assist the evaluation committee in the evaluation of proposals. 2. Qualitative Criteria. Responsive proposals shall be evaluated in accordance with the following criteria. Qualitative Criteria Maximum Points Experience and Qualifications of the Proposing Firm 30 Experience and Qualifications of the Team 30 Approach and Methodology 40 TOTAL AVAILABLE STEP 1 POINTS 100 3. Quantitative Criteria. Following the results of the evaluation of the qualitative criteria by the Evaluation Committee, the Proposers may receive additional points, to be added by City staff, as follows. Quantitative Criteria Maximum Points Veteran Preference 5 Prime Proposer Volume of Work(0-5 Points). Points awarded to the proposer for volume of work awarded by the City in the last three (3) years in accordance with the following table: 5 Less than$250,000 5 $250,000.01—$2,000,000 3 Greater than$2,000,000 0 TOTAL AVAILABLE STEP 2 POINTS 10 DocuSign Envelope ID:8A38D49D-0147-4D7D-912E-1 C394B896CD4 4. Determination of Final Ranking. The sum of qualitative and quantitative scores will be converted to rankings in accordance with the example below: Proposer A Proposer B Proposer C Qualitative Points 82 74 80 Committee Quantitative Points 10 5 0 Member 1 Total 92 79 80 Rank 1 3 2 Qualitative Points 82 85 72 Committee Quantitative Points 10 5 0 Member 2 Total 92 90 72 Rank 1 2 3 Qualitative Points 90 74 66 Committee Quantitative Points 10 5 0 Member 2 Total 100 79 66 Rank 1 2 3 Low Aggregate Score 3 7 8 Final Ranking` 1 2 3 It is important to note that the results of the Evaluation Committee process do not represent an award recommendation.The City Manager will utilize the results of the committee process,as well as any other information he deems appropriate to develop his award recommendation to the City Commission,which may differ from the Evaluation Committee process ranking. Balance of Page Intentionally Left Blank DocuSign Envelope ID: 8A38D49D-0147-4D7D-912E-1 C394B896CD4 APPENDIX A MIAMI RFAC : Special Conditions 2020- 161 -ND PROFESSIONAL COASTAL ENGINEERING SERVICES FOR WATERWAY DREDGING PROCUREMENT DEPARTMENT 1755 Meridian Avenue, 3rd Floor Miami Beach, Florida 33139 DocuSign Envelope ID:8A38D49D-0147-4D7D-912E-1 C394B896CD4 1. Term of Contract. It is expected that any resulting agreement shall be valid for a term of three (3) years from the effective date. The contract could be extended for an additional two(2),three(3)year terms, at the sole discretion of the City Manager. 2. Competitive Specifications. It is the goal of the City to maximize competition for the project among suppliers & contractors. Consultant shall endeavor to prepare all documents, plans & specifications that are in accordance with this goal. Under no condition shall Consultant include means & methods or product specifications that are considered "sole source"or restricted,without prior written approval of the City. 3. Change of Project Manager. A change in the Consultant's project manager (as well as any replacement) shall be subject to the prior written approval of the City Manager or his designee (who in this case shall be an Assistant City Manager). Replacement (including reassignment) of an approved project manager or public information officer shall not be made without submitting a resume for the replacement staff person and receiving prior written approval of the City Manager or his designee (i.e.the City project manager). 4. Sub-Consultants. The Consultant shall not retain, add, or replace any sub-consultant without the prior written approval of the City Manager, in response to a written request from the Consultant stating the reasons for any proposed substitution. Any approval of a sub-consultant by the City Manager shall not in any way shift the responsibility for the quality and acceptability by the City of the services performed by the sub-consultant from the Consultant to the City. The quality of services and acceptability to the City of the services performed by sub-consultants shall be the sole responsibility of Consultant. 5. Licensure. Consultant shall hold an "Engineering Business" certification from State of Florida, Division of Business and Professional Regulations and any other applicable license or certification. DocuSign Envelope ID:8A38D49D-0147-4D7D-912E-1C394B896CD4 APPENDIX B AA I Am , BEAc 1 0 Waterways Area Map 2020- 161 -ND PROFESSIONAL COASTAL ENGINEERING SERVICES FOR WATERWAY DREDGING PROCUREMENT DEPARTMENT 1755 Meridian Avenue, 3rd Floor Miami Beach, Florida 33139 DocuSign Envelope ID:8A38D49D-0147-4D7D-912E-1C394B896CD4 Miami Beach Waterways �. ,,. .M: ,,, I. '1.. ,..i 2, � , ro • fs . 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'''' dt r' - .?! tta,ji ..Y.7! a ..",••••-: : • .:' <rf . _ - ,. • ''''''',Z1 5-; _Ur l': : / rr►! Ili . Legend .7 South ` 4, ''�� + , ,w 1 035 07 14 Mile DocuSign Envelope ID:8A38D49D-0147-4D7D-912E-1 C394B896CD4 ATTACHMENT C SUNBIZ & PROPOSAL RESPONSE TO RFQ Detail by F.ntity Name Page 1 of 2 DocuSign Envelope ID:8A38D49D-0147-4D7D-912E-1 C394B896CD4 Florida Department of State DIVISION OF CORPORATIONS AmDi YMCA 1 of Imaft, an uJJkiul attar of Florida erbtite Department of State / Division of Corporations / Search Records / Search by Entity Name/ Detail by Entity Name Florida Profit Corporation CUMMINS CEDERBERG, INC. Filing Information Document Number P10000023540 FEI/EIN Number 27-2129033 Date Filed 03/16/2010 Effective Date 03/17/2010 State FL Status ACTIVE Principal Address 7550 Red Road,Suite 217 South Miami, FL 33143 Changed:01/30/2013 Mailing Address 7550 Red Road, Suite 217 South Miami, FL 33143 Changed:01/30/2013 Registered Agent Name&Address CEDERBERG,JANNEK 7550 Red Road, Suite 217 South Miami, FL 33143 Address Changed:01/30/2013 Officer/Director Detail Name&Address Title P CEDERBERG,JANNEK 22476 SW 94 PL CUTLER BAY, FL 33190 Title VP CUMMINS,JASON R. http://search.sunbiz.org/inquiry/CorporationSearch/SearchResultDetail?inquirytype=Entity... 7/20/2020 Detail by F.ntity Name Page 2 of 2 DocuSign Envelope ID:8A38D49D-0147-4D7D-912E-1 C394B896CD4 2212 Secoffee Terrace Coconut Grove,FL 33133 Annual Reports Report Year Filed Date 2018 01/11/2018 2019 01/09/2019 2020 01/13/2020 Document Images 01/13/2020--ANNUAL REPORT View image in PDF format 01/09/2019--ANNUAL REPORT View image in PDF format 01/11/2018--ANNUAL REPORT View image in PDF format 01/06/2017--ANNUAL REPORT View image in PDF format 02/02/2016—ANNUAL REPORT View image in PDF format 01/13/2015—ANNUAL REPORT View image in PDF format 02/10/2014--ANNUAL REPORT View image in PDF format 01/30/2013--ANNUAL REPORT View image in PDF format 01/23/2012—ANNUAL REPORT View image in PDF format 03/07/2011—ANNUAL REPORT View image in PDF format 05/18/2010—FEI# View image in PDF format 03/16/2010—Domestic Profit View image in PDF format Florida Department of State,Division of Corporations http://search.sunbiz.org/Inquiry/CorporationSearch/SearchResultDetai l?inquirytype=Entity... 7/20/2020 DocuSign Envelope ID:8A38D49D-0147-4D7D-912E-1C394B896CD4 CUMMINS I CEDERBERG Coastal &Marine Engineeringr -- is.,\ :,•., -, .- .=.q-...,4:.,1i. - \A‘••'4'j'fal. 1 • Professional Coastal04,.......„ :„.4.i.„,_. Engineering Services . y for Waterway , Dredging �� _ City of Miami Beach , ..� . Miami-Dade County. Florida ,, ,, July 2, 2020 :\ 1w- ! % '-,. \I ..0. - . . j. AV ilit - '''' ''Ai thitoI ,fr„ r ,.` Prepared by: ��,,l! Cummins Cederberg, Inc. `'�''F` "` jrF� `f; 7550 Red Road, Suite 217 ;�, ' %%;;;,�;;,:� ,ix��,,; :r,.;.• Miami, FL 33143 .' ,'� � ;',i;?r/r;rf T +1 305 741 6155 i�' �; ff:;�,','f£>"4.; DocuSign Envelope ID:8A38D49D-0147-4D7D-912E-1 C394B896CD4 lq Tabl. 1 - Cover co Letter and TOC www.CumminsCederberg.corn DocuSign Envelope ID:8A38D49D-0147-4D7D-912E-1 C394B896CD4 CUMMINS I CEDERBERG Coastal &Marine Engineering July 2, 2020 Attn: Ms. Natalia Delgado Procurement Department 1755 Meridian Ave, 3rd Floor Miami Beach, FL 33139 RE: Professional Coastal Engineering Services for Waterway Dredging; RFQ #2020-161-ND Dear Ms. Delgado & Selection Committee Members, Cummins Cederberg, Inc. (Cummins Cederberg) is pleased to submit this RFQ for Professional Coastal Engineering Services for Waterway Dredging, to the City of Miami Beach (City) for your review and consideration. We are excited for the opportunity to present our highly qualified team with extensive knowledge of the engineering considerations and regulatory framework associated with dredging projects in Florida, and particularly in Miami-Dade County. Our firm has, and continues to, exclusively focus on coastal and marine projects since inception more than 10 years ago.We have assembled an experienced group of professionals and maintained a reputation for high-caliber technical work as well as unparalleled client service. History The firm was founded by Jason Cummins, PE, and Jannek Cederberg, PE, and over the course of ten years has successfully grown into a leading engineering firm for complex coastal and marine engineering projects in Florida and the Caribbean. Cummins Cederberg is repeatedly selected ahead of larger national engineering firms due to our unique and focused qualifications. The firm's success is built on providing high quality work in a transparent manner to build long term relationships. The two founders have extensive experience in the coastal and marine environment from both private and public clients, with involvement in more than 500 coastal and marine engineering projects throughout Florida and the Caribbean (some of the largest in the region). Both founders remain directly involved in active technical engineering work. Company Profile As previously mentioned, Cummins Cederberg is an engineering firm with exclusive focus on the coastal and marine environments. The professional team at Cummins Cederberg is comprised of coastal engineers, marine structural engineers, marine biologists, regulatory and policy experts, marine scientists, and surveyors with the proven experience in all facets of coastal engineering, environmental planning, and regulatory framework. The foundation of the firm was built on expertise in the coastal and marine environment, and Cummins Cederberg remains at the forefront of science, research, and policy in this constantly evolving industry. The firm has thrived with this exclusive focus without diluting knowledge or resources amongst other disciplines. Furthermore, as a boutique firm (with multiple SBE certifications at the municipal, county, and state levels), clients work directly with experienced senior engineers and project managers who dedicate themselves to providing a superior level of responsiveness and quality. www.CumminsCederberg.corn DocuSign Envelope ID:8A38D49D-0147-4D7D-912E-1C394B896CD4 Professional Coastal Engineering Services for Waterway Dredging CUMMINS I CEDERBERG City of Miami Beach RFQ#2020-161-ND Coastal&Marine Engineering Cummins Cederberg has significant experience within the City of Miami Beach with more than 40 waterfront projects within the City over the last 10 years. Many of those projects are through repeat clients or referrals, a theme that matches the company's overall approach as a trusted advisor. Coastal Engineering and Environmental Expertise Cummins Cederberg has assembled a customized team of professionals, both internally and externally, with specific experience and expertise to support an efficient and successful project. The team includes Florida Registered Professional Engineers with extensive coastal engineering experience — our project engineers are responsible for the investigation, planning, design, and construction management of coastal projects including beach nourishment, dredging, shoreline stabilization, coastal structures, inlet management, and coastal restoration. Our team has been involved in dredging projects throughout South Florida including all phases from field investigations and analyses through design, permitting and construction, as well as identifying and pursuing grant funding opportunities. The engineering group is complemented by an exceptional team of marine scientists with experts both in environmental resources, including potential mitigation negotiations, as well as the regulatory procedures and policy interpretation at the local, state, and federal levels. Our team includes former senior staff from all the environmental regulatory agencies that will be processing and issuing permits for the proposed work, including Miami-Dade County RER, Florida Department of Environmental Protection (FDEP) and US Army Corps of engineers. We strategically have an office in Tallahassee managed by a former FDEP Director of the Division of Water Resource Management. Equally important to the engineering considerations of designing and executing marine work is the environmental regulatory process. Marine work in Florida, particularly Miami-Dade County with the majority of tidal waters within the Biscayne Bay Aquatic Preserve, requires strategic efforts in order to efficiently secure environmental permits. The expertise of our environmental team will be critical in navigating the challenges of this project, such as dredging sovereign submerged lands, man-made versus natural environments, public interest, environmental impacts, and potential mitigation requirements. All components that can drastically delay or increase cost of a project if not handled by experts. The Cummins Cederberg Team To best serve the City on this project, we have further added two firms to the team with key professional expertise and experience — Taylor Engineering and Terraquatic Surveying and Mapping. Taylor Engineering offers a deep understanding of the investigations, design, and execution of dredging and material management. As a testament to this experience, Taylor Engineering has been supporting all dredging projects for the Florida Inland Navigation District (FIND) for nearly 40 years, including critical segments of the Intracoastal Waterway. Terraquatic is a professional surveying and mapping firm with a specific focus on hydrographic surveying, which will be instrumental to the project. In summary, the Cummins Cederberg team is uniquely qualified for the proposed project with knowledge and experience directly applicable to the goals of the City. We provide an exceptional understanding of successfully executing similar projects and the various components impacting field operations, design, and construction in the dynamic marine environment. Again, we truly appreciate the opportunity and look forward to further collaborative discussions with the City of Miami Beach on effective www.CumminsCederberg.com Page 2 DocuSign Envelope ID:8A38D49D-0147-4D7D-912E-1C394B896CD4 Professional Coastal Engineering Services for Waterway Dredging CUMMINS CEDERBERG City of Miami Beach RFQ#2020-161-ND Coastal&Marine Engineering waterway and dredge management. Should you have any questions, require additional information, or need to contact me regarding addenda, communication or award, please do not hesitate to contact me at 305-741-6155 or jcederberq@CumminsCederberg.com, as I will serve as the main point of contact. Sincerely, CUMMINS CEDERBERG, Inc. Jannek Cederb P Principal www.CumminsCederberg.com Page 3 DocuSign Envelope ID:8A38D49D-0147-4D7D-912E-1 C394B896CD4 CUMMINS I CEDERBERG Coastal & Marine Engineering Table of Contents Tab 1.1 Cover Letter Table of Contents Page 1 Tab 2.1 Qualifications of Proposing Firm Page 4 Prime Project Experience Page 7 Tab 3.1 Qualifications of Proposer Team Team Organizational Chart Team Resumes Page 15 Tab 3.2 Project Manager Project Manager Resume Page 31 Tab 4.0 Approach and Methodology Page 32 DocuSign Envelope ID:8A38D49D-0147-4D7D-912E-1 C394B896CD4 Tab 2. 1 - Qualifications of Proposing Firm N ..0 cC H www.CumminsCederberg.corn DocuSign Envelope ID:8A38D49D-0147-4D7D-912E-1 C394B896CD4 Professional Coastal Engineering Services for Waterway Dredging CUMMINS I CEDERBERG City of Miami Beach RFQ#2020-161-ND Coastal&Marine Engineering 2.1 Qualifications of Proposing Firm Cummins Cederberg has successfully grown and become a leading engineering firm for complex coastal and marine engineering projects in Florida and the Caribbean with offices in Miami, Fort Lauderdale, Jupiter, and Tallahassee. An incredible 86% of our work in 2019 was through repeat clients or referrals, a testament to the quality services we provide our clients. Together, with the complimentary skill set of Taylor Engineering and Terraquatic,our team will provide the City direct access to the best suited professionals for the success of this proposed dredging project. ! ! P The Cummins Cederberg team includes Florida Registered Professional ONE OF THE Engineers with education and experience specific to the coastal and marine LARGEST engineering field. Our team is highly versed in the latest engineering GROUPS OF tools to more accurately analyze and design dredging projects, such COASTAL ENGINEERS IN SOUTH FLORIDA as numerical models to simulate sediment transport and turbidity (MIKE by What started with two DHI and Delft by Deltares) and 3-dimensional drafting software (AutoCAD engineers has Civil-3D)for design layout. Our engineers are involved through the entire life- successfully grown to one cycle of the project from initial investigations, through planning, design, and of the largest groups of ultimately construction management, providing a thorough understanding of coastal engineers in South the multiple facets of a project and interdependency of decisions made along Florida the way. In addition, the Cummins Cederberg team of marine biologists and regulatory experts provides unparalleled experience in local, state, and federal coastal permitting, marine resource surveys, mitigation design and monitoring, NEPA documentation, Endangered Species Act Section 7 consultation, and Essential Fish Habitat Assessments. Our team includes former senior and executive level staff from all the major environmental agencies who will be processing permits, Miami-Dade County RER (DERM), Florida Department of Environmental Protection (FDEP) and US Army Corps of Engineers (USACE). They have intimate knowledge of the regulatory process and respected professional relationships with agency personnel. Our regulatory team and biologists work in concert with our engineers to achieve overall design intent and project goals, while protecting marine resources and aiding an efficient regulatory approval process. The Cummins Cederberg team includes construction engineers with unique experience on both the design and construction sides of a project, with project management and oversight specifically for dredging, beach nourishment, and pile driving throughout Florida. Therefore, our team of construction professionals offers a valuable perspective during the design process relative to execution of marine projects, which often entail complex logistics for equipment and material. Our team is well versed in the specific aspects of marine construction and prepared to support the City's internal team through implementation of the project, including contract terms, construction specifications, construction methodology, monitoring, and permit compliance, amongst others. We remain highly involved and responsive throughout the construction activity. Our individual team members former experience as marine contractors can result in substantial cost savings to the City through constructability reviews and estimating. The Cummins Cederberg team has been involved in more than 10 dredging projects in Southeast Florida the last 5 years. In those projects we have been involved in initial field investigation such as bathymetric surveying, benthic surveys, and sediment probes through analyses of sediment transport and water circulation as well as environmental permitting, engineering design and construction. Common Qualifications of Proposing Firm Page 4 DocuSign Envelope ID.8A38D49D-0147-4D7D-912E-1C394B896CD4 Professional Coastal Engineering Services for Waterway Dredging CUMMINS I CEDERBERG City of Miami Beach RFQ#2020-161-ND Coastal&Marine Engineering challenges in dredging projects encountered, which we successfully have navigated through include impacts on adjacent infrastructure (e.g. seawalls), quantifying potential marine resource impacts and negotiating mitigation, analyzing water circulation, land ownership, optimizing dredge depth for users and performance, dredging man-made waterways or natural waterways, turbidity and dredge material management. Qualifications of Proposing Firm Page 5 DocuSign Envelope ID:8A38D49D-0147-4D7D-912E-1 C394B896CD4 Professional Coastal Engineering Services for Waterway Dredging CUMMINS I CEDERBERG City of Miami Beach RFQ#2020-161-ND Coastal&Marine Engineering Local, Miami Beach, Expertise ,'. - - In addition to the experience projects on ,r- • • the following pages, Cummins •!.74, 44' " '" Cederberg has been providing quality ' ,,�; coastal and marine engineering services . to members of the City of Miami Beach i for more than 10 years. • 1. 26 Star Island Dr. 2. Dade Blvd/Collins Canal • 3. Costa Brava Marina '�' -�:.t. _, a 4. 1015 Stillwater Dr. r ` ,.., siii vei .iilit 5. 1161 Stillwater Dr. -Ii • 6. Anglers Hotel • 7. Water Taxi -Various Sites • 8. Miami Beach Renourishment • 9. Central Bayshore 1 • ' 10. 700 Dilido Dr. 11. Sunset Harbour Yacht Club • 12. Miami Beach Jewish Community Cneter • 13. Lincoln Bay Towers Condominium • • • 14. 280-330 South Shore Drive �',.. `, • 15. 5660 Collins Avenue Condominium • • 16. 10th and 14th Street Ends •a 17. 6633 Allison Road • 18. 3651 Collins Avenue Condominium •. ''. , 19. 29th Street 0 -'` 20. 5900 Collins Avenue Condominium •. 21. Triton Tower 4b22. 2954-2966 N Bay Road t., t • 23. 15 East Rivo Alto Drive ;y 24. 5111 Pine Tree Drive 25. Bentley Bay Marina 26. Temple Beth Shalom 27. Standard Hotel it � • 28. Eden Roc Hotel - r 29. 23 Star Island Drive ,,. r'. ' 30. 4744 N Bay Road ' ` 31. 5640 Collins Avenue Condominium le" r y 32. Imperial House Condominium f ` • . .. v••' 33. Nearshore Reef and Mooring • 34. 5641 Pine Tree Drive 3 ' . 35. 4567 Pine Tree Drive . - • • 36. 6172 N Bay Road • 37. Tower 41 Condominium 38. 3760 Chase Avenue • .. --446 39. US Coast Guard Miami Beach • 40. Fisher Island Qualifications of Proposing Firm Page 6 DocuSign Envelope ID:8A38D49D-0147-4D7D-912E-1 C394B896CD4 Professional Coastal Engineering Services for Waterway Dredging CUMMINS 1 CEDERBERG City of Miami Beach RFQ#2020-161-ND Coastal&Marine Engineering Seahaven Superyacht Marina Seawall, Docks, & Dredging Dania Beach, FL --"e Relevance to the Miami 1' . �"�. Beach Coastal Engineering - - ^ • �"7� QZ • Services for Waterway , b- 3,, Dredging: 1�4 ✓ Dredge design " ' - ✓ Material . vi,,. management ....,. •A ✓ Construction ! - r, administration A, • w V., .. ` A F 1 a¢ 4„' A�tf •Z Bathymetric survey ,,, °' �� �, ✓ Permit compliance _ Project Client: _ L , - — Seven Kings Holdings, Inc. ' Contact Info: Ken Blair (a� 1:- �561-625-9443 1 l?' KenSKHOLDINGS.com 1� 1._ v:., 41f... ,-...5„1,_ „1„,_,__ _,. �-- Mill� ,` + d•i1*Rya" Start Date: February 2018 / ilk ;,� End Date: November 2019 Performed by: Seahaven is Fort Lauderdale's premiere luxury protected harbor with Cummins Cederberg 40-slips for superyachts up to 250 feet long and clubhouse facilities. The marina is located upland of the Dania Cut-Off Canal and was dredged to create a new marina basin connected to the canal. Cummins Cederberg was the Engineer of Record for this project and provided construction support services. Approximately 1,200 feet of new bulkhead was designed for the deep- water yacht basin, consisting of steel sheet piling with concrete batter piles and reinforced concrete capping beam. Design criteria for a floating dock was also prepared including mooring loads anticipated by vessel size and wind speed. Construction administration services, including review of contractor payment, site observations with reports, pile driving logs, materials testing, final inspection, and environmental permit close out services were also provided to ensure the completion of the project in accordance with all engineering specifications. Qualifications of Proposing Firm DocuSign Envelope ID:8A38D49D-0147-4D7D-912E-1 C394B896CD4 Professional Coastal Engineering Services for Waterway Dredging CUMMINS I CEDERBERG City of Miami Beach RFQ#2020-161-ND Coastal&Marine Engineering Lake Worth Inlet Flood Shoal Dredging Riveria Beach, FL Relevance to the Miami Beach Coastal Engineering - • Services for Waterway Dredging: _ s( Sediment analysis ✓ Bath metric survey t... Y Y :r....• ✓ Coastal engineering iL / P ✓ Numerical modeling ' ✓ Current measurements �a` ✓ Dredge design ✓ Environmental Cummins Cederberg is providing marine engineering and permitting environmental consulting services for the Lake Worth Inlet Flood Shoal ✓ Material Dredging Project, located adjacent to the Port of Palm Beach, Peanut management Island Park, and the Lake Worth Inlet. The project consists of dredging Project Client: a portion of the eastern perimeter and a center cut through the shoal Marine Industries Association to increase navigation and safety. The center cut will restore sediment of Palm Beach County/Palm deposition capacity in areas where sediment has historically Beach County deposited. As an additional benefit, it will increase access to the interior of the shoal and help reduce vessel density along the eastern Contact Info: Eric Andreson and northern perimeters improving navigation and safety in the 561-233-2514 marked channels. The center channel will also improve access to law EAnderson1(apbcgov.orq enforcement and first responders. The dredge material will be placed at the Tarpon Cover Restoration site, just south of the inlet. Start Date:June 2018 Responsibilities are bathymetric survey, current measurements, End Date: Ongoing marine resource survey support, preparation of engineering plans, environmental permit application preparation and processing with the Performed by: FDEP and the USACE, coordination and participation in public Cummins Cederberg stakeholder meetings, and coastal engineering analysis. The bathymetric survey and current data were used for coastal engineering design and numerical modeling. To better understand the dynamics of the flood shoal and evaluate effects post-dredging, a detailed coastal engineering analysis was performed. The components that were evaluated were general coastal processes (waves and tidal hydrodynamic), sediment characteristics, sediment transport patterns, infilling time and anticipated dredge frequency, and impact to the Intracoastal Waterway west of the Lake Worth Inlet flood shoal based on cross-sectional profile and potential slope adjustments as well as anticipated sand movement and deposition. Construction plans were prepared for the proposed design. Qualifications of Proposing Firm Page 8 DocuSign Envelope ID:8A38D49D-0147-4D7D-912E-1 C394B896CD4 Professional Coastal Engineering Services for Waterway Dredging CUMMINS I CEDERBERG City of Miami Beach RFQ#2020-161-ND Coastal&Marine Engineering MSC Cruises Ocean Cay Marine Reserve Bimini Islands, The Bahamas Relevance to the Miami Beach Coastal Engineering " ~ Services for Waterway - t lts!". ° Dredging: :,c: ✓ Bathymetric survey `/ ✓ Marine resource ` mapping ✓ Environmental Cummins Cederberg was retained to lead all surveying, coastal impact analysis engineering, beach, and coastal structure design, as well as the ✓ Regulatory Environmental Impact Analysis (EIA) and Environmental Management permitting Plan (EMP) for this $150M+ project. Topographic and bathymetric ✓ Coastal engineering surveying was performed along with collecting rectified aerials ✓ Numerical modeling photographs. Due to the remote location, existing baseline information ✓ Sediment sampling such as control points and water levels were not available and had to and analysis be established. A long-term tidal study was performed to determine ✓ Sediment transport tidal levels. A marine resource survey was conducted to map marine ✓ Storm impact study resources, such as seagrass and corals, which could potentially be ✓ Dredge design impacted by the construction. An EIA was prepared and approved by ✓ Construction the Bahamas Environment, Science & Technology (BEST) administration Commission. Project Client: Detailed hurricane and wave modeling were conducted utilizing the Bermello Ajamil & Partners, advanced MIKE21 numerical model to determine extreme wave and Inc. (B&A) storm surge conditions. A flood map with minimum finished floor Contact Info: Scott Bakos elevations was prepared for use by the design team. Directly following 954-467-1113 the analysis, the island was impacted by Hurricane Matthew which sbakos(a�bermelloajamil.com was one of many hurricane events simulated during the design process. The modelled storm surge elevations were consistent with Start Date: September 2015 the observed impacts. A detailed sediment transport study was End Date: December 2019 performed for subsequent use in the beach design. Nearly two miles of beach were created along the island's perimeter and within two Performed by: interior lagoons. Water circulation modeling was performed to ensure Cummins Cederberg a high rate of water exchange in the lagoons. Wave loads during extreme conditions were determined for marine structure design. More than one mile of shoreline stabilization was designed along critical areas of the island's perimeter to ensure stability during extreme hurricane conditions. The shoreline stabilization included placement of 100,000 tons of rock, including areas with water depths up to 60 feet. Expansion of the island through reclamation and excavation was designed involving earthwork of approximately 1 million cubic yards. Qualifications of Proposing Firm DocuSign Envelope ID:8A38D49D-0147-4D7D-912E-1 C394B896CD4 Professional Coastal Engineering Services for Waterway Dredging CUMMINS I CEDERBERG City of Miami Beach RFQ#2020-161-ND Coastal&Marine Engineering Ocean Breeze Community Seawall Docks, & Dredging Marathon, FL A illir Relevance to the Miami 34 . Beach Coastal Engineering - -- I_--- •, Services for Waterway4 r i;� Dredging: - 1`�. „ ,i. I-, ..11 - f ✓ Above and below '� t '"r'' `��'`--.._ water inspection to r V Sediment Probes '/211 � �,_ ti • ✓ Bathymetric ? .�-, i surveying ✓ Dredge design ._ .rim._ silligimi ✓ Rock revetment design ✓ Seawall design and _ e► . w replacement - - _ .��--may: 1, ii;' 1t 1 . _ , ✓ Marina design and 14� i'� ,aw., 4, _�. : m;n §.I 1. T replacement `_ L%: , '' a,,_•. i:'•.:".$4:,;' ✓ Construction administration f; .. ' m " `cix ' Project Client: Cummins Cederberg performed dredging and marine structural Sun Communities, Inc. engineering services, including the design of a new seawall and Contact Info: Brad Pinover marina, for a community affected by the impacts of Hurricane Irma. A 248-327-8109 site visit was first performed by our in-house engineering dive team to BPinover@suncommunities.c assess the extent of the damage and condition of the remaining om structures. Sediment probes and bathymetric surveying were performed to understand water depths and thickness of softer Start Date: January 2018 sediment above harder rock layer. End Date: October 2019 Due to the extent of the damage, Cummins Cederberg redesigned a Performed by: 172 LF anchored steel sheet pile bulkhead along the eastern shoreline Cummins Cederberg of the property, a 75 LF cantilevered steel sheet pile bulkhead along the southern shoreline, revetment replacement and repairs, and a 14- slip marina with consisted of approximately 180 LF of timber docking. The bulkhead design considered the increased water depth due to dredging. Construction administration services were also performed for the project to ensure the dredging, bulkheads, revetments, and marine components were constructed per the contract drawings. Qualifications of Proposing Firm DocuSign Envelope ID:8A38D49D-0147-4D7D-912E-1 C394B896CD4 Professional Coastal Engineering Services for Waterway Dredging CUMMINS ( CEDERBERG City of Miami Beach RFQ#2020-161-ND Coastal&Marine Engineering Sea Breeze Community Seawall Docks, & Dredging Islamorada, FL Relevance to the Miami ` i 3:7` s �r A,t • r-+ Beach Coastal Engineering " Services for Waterway ., . lI Dredging: `,/ Above and below water inspection - ✓ Post-hurricane y assessment ✓ Sediment probes ✓ Environmental resources f= ` ._- ' ✓ Dredge design - dot__ 4....02111111` •.... ✓ Rock revetment z� design t ✓ Seawall design and = replacement =ds � , ✓ Marina design and replacement Cummins Cederberg performed marine structural engineering ✓ Construction services, including the design of a new seawall, docks, and dredging, administration for a community affected by the impacts of Hurricane Irma. The two Project Client: marina basins had experienced significant sedimentation and Sun Communities, Inc. accumulation of debris as Hurricane Irma passed directly over the site. Contact Info: Brad Pinover Cummins Cederberg conducted extensive fieldwork including site 248-327-8109 inspection, bathymetric surveying, and sediment probes to document BPinover@suncommunities.c existing conditions. Based on the sediment probes and location of om marine resources, Cummins Cederberg prepared the dredge design showing the general layout, coordinates, grades, slopes, depths, and Start Date: January 2017 geometry for the dredging portion of the project. End Date: June 2020 Due to the extent of damage the marina faced because of Hurricane Performed by: Irma, Cummins Cederberg redesigned the marina footprint, as well as Cummins Cederberg provided marine engineering services for the new bulkhead and shoreline stabilization. Construction administration services were also performed for the project to ensure the bulkheads, revetments and marine components were constructed per the contract drawings. Qualifications of Proposing Firm Page 11 DocuSign Envelope ID:8A38D49D-0147-4D7D-912E-1 C394B896CD4 Professional Coastal Engineering Services for Waterway Dredging CUMMINS I CEDERBERG City of Miami Beach RFQ#2020-161-ND Coastal&Marine Engineering Dredging and Marina Design at Little Palm Island Munson Island, FL Relevance to the Miami Beach Coastal Engineering - ;'. ;'', Services for Waterway Dredging: �I .; , is r C� ✓ Above and below ;' i►, water inspection ✓ Dredge design - _ ✓ Sediment probes • ✓ Environmental resources ✓ Marine infrastructure ✓ Construction administration • .—�rM :�i' _ Project Client: • _�1°` "'''r • Little Palm Island -- -- Association, Ltd. Contact Info: Everett Atwell 863-607-9496 ironwoodvq(ajampabay.mco Cummins Cederberg prepared pier and dredging design for the m exclusive Little Palm Island Resort on Munson Island in the Florida Keys Marine Sanctuary. The dredge design included several areas Start Date: 2018 surrounding the island, which excessive sedimentation had End Date: 2019 significantly reduced boating access. The proposed dredge cross- sections based on data collected from bathymetric surveys and Performed by: sediment probes at the project site. The developed dredge cross- Cummins Cederberg sections included the cubic yards per linear foot of dredge for each cross-section and the delineation of the hardbottom. The design required extensive consideration to marine resources to avoid direct or indirect impacts and provide for a smooth process. Construction administration services were also performed for the project to ensure the and marine components were constructed per the contract drawings. Qualifications of Proposing Firm Page 12 DocuSign Envelope ID:8A38D49D-0147-4D7D-912E-1 C394B896CD4 Professional Coastal Engineering Services for Waterway Dredging CUMMINS l CEDERBERG City of Miami Beach RFQ#2020-161-ND Coastal&Marine Engineering Dredging and Marina Design at Dolphin Marina Little Torch Key, FL Cummins Cederberg prepared a dredging design for the north basin Relevance to the Miami at Dolphin Marina. The marina experienced extensive sedimentation Beach Coastal Engineering as part of the impacts from Hurricane Irma. The design was expedited Services for Waterway to meet an emergency requirement from the environmental agencies Dred in 9: to allow for rapid permit issuance. 9 ✓ Above and below Bathymetric data and sediment probes, along with engineering design water inspection and permit applications, were completed in one week. This allowed ✓ Dredge design immediate permit issuance and quick mobilization by the contractor so ✓ Sediment probes the client could resume operations. ✓ Environmental resources ✓ Marine infrastructure Project Client: Little Palm Island Association, Ltd. Contact Info: Everett Atwell 863-607-9496 ironwoodvq(a)tampabay.rr.co m Start Date: February 2018 End Date: May 2018 Performed by: Cummins Cederberg Qualifications of Proposing Firm Page 13 DocuSign Envelope ID:8A38D49D-0147-4D7D-912E-1C394B896CD4 Professional Coastal Engineering Services for Waterway Dredging CUMMINS I CEDERBERG City of Miami Beach RFQ#2020-161-ND Coastal&Marine Engineering Pelican Harbor Marina Dredging Design Cummins Cederberg is providing engineering and environmental Relevance to the Miami services for the dredging of Pelican Harbor Marina—one of numerous Beach Coastal Engineering waterfront projects by the firm for Miami-Dade County Parks, Services for Waterway Recreation, and Open Spaces. Dredging: Cummins Cederberg conducted bathymetric survey and sediment ✓ Dredge design probes to understand water depths and thickness of sediment above ✓ Bathymetric survey harder rock layer. A benthic survey was completed to evaluate the ✓ Benthic survey potential for environmental impacts. ✓ Sediment probes ✓ Construction Based on the field data collected, Cummins Cederberg completed the documents dredge design as well as prepared and processed required permits. Project Client: Approval of permits from Florida Department of Environmental Miami Dade County Protection and US Army Corps of Engineers, while preliminary approval of design by Miami-Dade County RER. Construction Contact Info: Joe G. Garcia documents with specifications has been prepared for procurement. 305-755-5456 JoseG.Garciamiamidade.q ov Start Date: 2019 End Date: Ongoing Performed by: Cummins Cederberg Qualifications of Proposing Firm Page 14 DocuSign Envelope ID: 8A38D49D-0147-4D7D-912E-1C394B896CD4 Tab 3. 1 - Qualifications of Proposer Team ,...M 12 raw www.CumminsCederberg.corn DocuSign Envelope ID.8A38D49D-0147-4D7D-912E-1C394B896CD4 Professional Coastal Engineering Services for Waterway Dredging CUMMINS I CEDERBERG City of Miami Beach RFQ#2020-161-ND Coastal&Marine Engineering 3.1 Qualifications of Proposer Team Cummins Cederberg will serve as the Prime consultant and overall Project Manager under the scope of this RFQ. We have built a team with extensive experience in coastal engineering and dredging projects throughout Florida, many with similar objectives, implementation opportunities, and challenges that will be encountered relative to the environment of the City of Miami Beach. TAYLOR Taylor Engineering, Inc. LNCINLLIIING.INC �-- Role: Geosciences, Dredge Material Management, QA/QC, Coastal Engineering Since 1983, Taylor Engineering, Inc., has focused its attention on water-related engineering, planning, management, and environmental challenges with emphasis on coastal regions. The company takes on projects — coastal restoration and management, coastal processes analysis, beach nourishment, coastal structures, ports, harbors and marinas, environmental restoration and management, waterfront access structures, wave and storm-surge modeling, flood control, flood insurance studies, and more — that cover the spectrum of water-related issues. Each service shares a common characteristic: it supports projects occurring in the water or at the water's edge. Taylor Engineering operates a Coastal and Marine Geosciences Laboratory(Coastal-Geo Lab)in Florida. The main function of the Coastal-Geo Lab is to collect and analyze sediment samples specifically for identification of beach compatible sediments in accordance with Florida Law (F.A.C. 62B-41.007) and State regulatory standards. The lab specializes in analysis of sediment samples and cores collected from beaches, navigation channels, and dredged material management areas. Through this laboratory Taylor Engineering oversees collection, classification, sampling, sieve analysis, data manipulation and interpretation, and reporting of sediment samples for many purposes including: borrow area design, dredging project planning, emergency response, dredged material management area offloading, and coastal nourishment. The lab is accredited through AASHTO and validated by the USACE. Taylor Engineering has been the exclusive dredging consultant for Florida Inland Navigation District (FIND) for almost 40 years. FIND is responsible for managing the Intracoastal Waterway (ICW), and through this relationship the firm has provided engineering and environmental services for numerous dredging projects along the entire east coast of Florida supporting them with unique experience combined with a longstanding history of services. In addition to providing geoscience services, Taylor Engineering will also provide engineering support and peer review, which further enhances the capabilities of our team. ^n( I ^Tlr Terraquatic, Inc. Role: Hydrographic Survey Terraquatic, Inc., specializes in hydrographic (single and multi-beam), topographic and boundary surveys, utility location (surface and sub-surface), high order geodetic control and construction surveys, along with a multitude of other surveying related disciplines. Their personnel have extensive experience in large scale surveying and mapping projects supporting the efforts of organizations such as the U.S. Army Corps of Engineers, Florida Department of Transportation, South Florida Water Management District and numerous municipal, government, and private agencies. Terraquatic has provided surveying services for numerous dredging projects in South Florida. They understand the required survey methods Qualifications of Proposer Team DocuSign Envelope ID:8A38D49D-0147-4D7D-912E-1 C394B896CD4 Professional Coastal Engineering Services for Waterway Dredging CUMMINS I CEDERBERG City of Miami Beach RFQ#2020-161-ND Coastal&Marine Engineering in areas with very soft and fine sediment, where conventional survey methods may overestimate water depths resulting in environmental agencies rejecting the need for dredging. Our team of highly skilled professionals were hand-selected based upon their focused area of discipline and knowledge necessary to address the key elements listed in the detailed scope of work. We understand the needs of the City and the necessity for an industry-leading team of professionals committed to delivering projects on time and on budget. The following pages represent our team members individual experience on similar dredging projects throughout Florida. The personnel listed on our Organizational Chart following our teams experience will be responsible for providing professional services throughout the lifecycle of this contract, followed by each team members individual experience. Qualifications of Proposer Team Page 16 DocuSign Envelope ID:8A38D49D-0147-4D7D-912E-1C394B896CD4 Professional Coastal Engineering Services for Waterway Dredging CUMMINS I CEDERBERG City of Miami Beach RFQ#2020-161-ND Coastal&Marine Engineering Broward Intracoastal Waterway Deepening Broward County, FL Relevance to the Miami Beach Coastal Engineering • Services for Waterway Dredging: ✓ Navigation dredging design .: lAO ✓ Construction administration ✓ Bathymetric survey ✓ Environmental resource surveys ✓ Utility coordination The Florida Inland Navigation District(FIND) project deepened 11,250 ✓ Regulatory linear feet of the Intracoastal Waterway (ICWW) to a depth of-17 feet coordination (-15 feet project depth plus 2-foot allowable over-dredge) Mean Low ✓ Environmental Water (MLW)—from the 17th Street Bridge to just north of Las Olas permitting Boulevard in Ft. Lauderdale, Broward County, Florida. Pre- construction depths in this ICWW segment, part of the federally Project Client: authorized channel, were limited to -10 ft MLW. The project Florida Inland Navigation mechanically dredged 180,000 cy of material, deposited it in a self- District contained barge (with rails to hold the dredged material and prevent Contact Info: Mark Crosley return water from reentering surface waters), and transported and 561-627-3386 offloaded it for temporary storage at a six-acre dredged material mcroslevtd.aicw.orq management area in Port Everglades. Start Date: 2010 The project need stemmed from the growth in the number of vessels End Date: 2017 that require channel depths greater than -10 ft for safe navigation. Based on a 2011 FIND economic review of local city, county, and Performed by: industry groups, the project will result in a minimum economic benefit Taylor Engineering of approximately$7 million for vessels 160-180 ft length overall (LOA), $74 million for vessels 180-240 ft LOA, and $187 million for vessels 240-280 ft LOA. Taylor Engineering began permitting the project in 2006, revised the project design in 2010, and acquired the Broward County, Florida Department of Protection, and Department of Army permits for construction between 2011 and 2014. Technical issue resolution and ultimate permit acquisition focused on clearly addressing regulatory agency concerns, garnering public support from the local marina and service facility industry, and developing a channel engineering design that minimized initial and maintenance dredging, environmental impacts, and mitigation requirements. Construction commenced in May 2016 with substantial completion in April 2017. Qualifications of Proposer Team Page 17 DocuSign Envelope ID:8A38D49D-0147-4D7D-912E-1 C3948896CD4 Professional Coastal Engineering Services for Waterway Dredging CUMMINS I CEDERBERG City of Miami Beach RFQ#2020-161-ND Coastal&Marine Engineering Dania Cutoff Canal Deepening Broward County, FL Relevance to the Miami Beach Coastal Engineering _ Services for Waterway44ft, Dredging: ,i-444:10$ \\ • ✓ Regulatory permitting `? '� 't ✓ Environmental resource surveys ✓ Bathymetric survey oversight - ` w ✓ Geotechnical .- _ engineering ✓ Dredged material management ✓ Construction The Florida Inland Navigation District (FIND) retained Taylor administration Engineering to permit, design, and provide construction administration services for a deepening project within a portion of the Dania Cutoff Project Client: Canal (DCC) in Broward County, Florida. FIND formulated the project Florida Inland Navigation to provide mega-yachts and commercial vessels safer and deeper District access to the boatyards and shipping facilities on the canal. Contact Info: Mark Crosley 561-627-3386 This technically challenging project, with dredging occurring between mcrosleyt aicw.orq July 2012 and April 2013, involved removal of approximately 91,000 cubic yards of weathered limestone, via an environmental clamshell End Date: 2014 bucket, along a 4,700-ft section of the canal extending from the Performed by: southwestern end of Port Everglades. Temporary material placement Taylor Engineering and dewatering occurred in a six-acre dredged material management area (DMMA) on the Port Everglades property. Final disposal of material occurred within local commercial-zoned construction projects. Construction activities ceased in January 2014 with removal of the dewatered dredged material and restoration of the temporary DMMA. Partnerships between project stakeholders and environmental regulatory agencies—including the FIND administration and Board of Commissioners, Port Everglades, Broward County, state and federal permitting agencies, local boating and commercial industry groups, as well as Taylor Engineering and the dredging contractor—ultimately led to a successful project outcome. FIND estimates that the successful completion of this project has increased marine economic output by the addition of 24-38 new jobs and $3.6–$9.2 million per year into the local economies. FIND strongly believes these economic benefits justify the $7.2 million construction cost. Qualifications of Proposer Team DocuSign Envelope ID:8A38D49D-0147-4D7D-912E-1 C394B896CD4 Professional Coastal Engineering Services for Waterway Dredging CUMMINS I CEDERBERG City of Miami Beach RFQ#2020-161-ND Coastal&Marine Engineering Intracoastal Waterway Deepening Near Peanut Island Palm Beach County, FL 0-- Relevance to the Miami Beach Coastal Engineering • Services for Waterway ` • Dredging: -• • , f i ✓ Navigation dredging design - ,o: • r • Construction administration `. 'x14 ✓ Bathymetric survey ✓ Environmental The Florida Inland Navigation District (FIND) funded project involved resource surveys the deepening of ±3,500 linear feet (ft) of the Intracoastal Waterway ✓ Regulatory (ICWW) to -15 ft (+2-ft allowable over-dredge) Mean Low Water coordination (MLW), west of Peanut Island. Constructed between October 2015 ✓ Environmental and February 2016, the adjacent ±68,800 square meter (±17-acre) permitting Peanut Island Dredged Material Management Area (DMMA)facility— Project Client: owned and constructed by FIND — received approximately 106,000 Florida Inland Navigation cubic yards of dredged material from the project construction. Pre- District construction depths in this ICWW segment, part of the federally authorized channel, were limited to -10 ft MLW. Contact Info: Mark Crosley 561-627-3386 The project need, originally identified in the March 2001 U.S. Army mcroslev(caicw.orp Corps of Engineers (USACE) Detailed Project Report— Palm Beach Harbor Lake Work Access Channel Expansion Section 107 Small Start Date: 2011 Navigation Project; Palm Beach County, Florida —stemmed from the End Date: 20-16 growth in the number of larger vessels that require channel depths greater than -10 ft for safe navigation. Based on a 2011 FIND Performed by: economic review of local city, county, and industry groups (e.g., City Taylor Engineering of Riviera Beach, Lockheed Martin, Rybovich), implementation of the project will result in a minimum economic benefit of approximately$1.4 million/year. Taylor Engineering initiated permitting of the project in June 2012 and acquired the FDEP and USACE permits for construction in January 2014 and December 2014. Technical issue resolution and ultimate permit acquisition focused on clearly addressing regulatory agency concerns, garnering public support from the local marina and service facility industry, and developing a channel engineering design that minimized initial and maintenance dredging, environmental impacts, and mitigation requirements. Qualifications of Proposer Team Page 19 DocuSign Envelope ID:8A38D49D-0147-4D7D-912E-1C394B896CD4 Professional Coastal Engineering Services for Waterway Dredging CUMMINS I CEDERBERG City of Miami Beach RFQ#2020-161-ND Coastal&Marine Engineering Jupiter Inlet District General Engineering Services Palm Beach County, FL Relevance to the Miami • _ Beach Coastal Engineering Services for Waterway Dredging: ✓ Dredging • _.r ~ Ito ✓ Dredged material management ✓ Environmental permitting „ < . �;.r ✓ Agency coordination • a �° V Construction • administration '� + Project Client: Annually, since 2002, Taylor Engineering has provided the Jupiter Inlet Jupiter Inlet District District (JID) with inlet management, engineering design, permitting, Contact Info: Michael Grella bidding assistance, and construction-phase services for the Jupiter 561-746-2223 Inlet sand trap maintenance dredging and associated beach nourishment. Approximately every third year we also assist the JID in Start Date: 2002 partnering with the Florida Inland Navigation District (FIND) to End Date: Ongoing maintain the adjacent areas of the Intracoastal Waterway at the same time as the sand trap maintenance. Through an interlocal cost sharing Performed by: agreement both agencies realize significant cost savings by sharing Taylor Engineering mobilization, production, and construction administration costs. The project removes accumulated sand from the sand trap inside Jupiter Inlet, and the adjacent Intracoastal Waterway section, and places the sand on the beach south of the inlet in accordance with FDEP- approved inlet management practices. Taylor Engineering regularly prepares project construction drawings, technical specifications, and contract documents in accordance with environmental permit requirements. The firm also coordinates the project with regulatory agencies, manages permit modifications, and oversees necessary monitoring activities as required by the regulatory agencies (e.g., physical monitoring/surveys, sand QAQC testing to ensure ICWW sediments meet beach-quality standards). Taylor Engineering's bid administration services include distributing bid packages, overseeing the bid opening, and reviewing bids. Construction-phase services include establishing owner-engineer- contractor lines of communication, conducting the pre-construction Qualifications of Proposer Team DocuSign Envelope ID.8A38D49D-0147-4D7D-912E-1C394B896CD4 Professional Coastal Engineering Services for Waterway Dredging CUMMINS I CEDERBERG City of Miami Beach RFQ#2020-161-ND Coastal&Marine Engineering conference, reviewing contractor submittals and pay applications, observing construction progress on a regular basis, and certifying project completion in accordance with project specifications and permits. Taylor Engineering provided the above services on thirteen dredging projects with an average dredge volume of about 67,000 cubic yards. Most recently, Taylor provided construction administration services for the spring 2017 combined JID and FIND maintenance dredging and beach nourishment project which was completed on time and under budget. In addition to the above sand trap work, Taylor Engineering staff oversee a wide variety of activities including maintenance of the north and south jetties (including all associated infrastructure) as well as the functionality of all aids-to-navigation under JID control. Taylor Engineering performs annual Loxahatchee River seagrass surveys, performs monthly jetty observations, and attends monthly board meetings. In 2007, JID completed a substantial reconstruction of both the north and south jetties. For the project, Taylor Engineering developed a detailed design, acquired environmental permits from the Florida Department of Environmental Protection and U.S. Army Corps of Engineers, coordinated bidding, and provided construction observation services. The project placed nearly 12,000 tons of granite armor stone in three location-specific gradations. Taylor Engineering also oversees navigation-related issues within the Loxahatchee River on behalf of JID. Services include periodic dredging of the main channel; design, installation, and periodic maintenance of aids-to-navigation; and design and permitting of a new navigation channel along the central embayment's south shoreline. Taylor Engineering provided expert witness testimony in support of JID's administrative appeal of a new dock permit within the central embayment. Support included calculation of tidal elevation frequency curves to determine percentage of time sufficient water depth was available along paths within the embayment. Taylor Engineering has supported other JID projects including the restoration of the Moonshine Creek oxbow on the Loxahatchee River's northwest fork and protection of the last remaining mangrove island within the central embayment. We recently completed a two-year study of boat traffic in the vicinity of the Florida East Coast railroad bridge that documented over 150,000 separate vessel crossings under the bridge's draw span during the two-year study. Qualifications of Proposer Team Page 21 DocuSign Envelope ID:8A38D49D-0147-4D7D-912E-1 C394B896CD4 Professional Coastal Engineering Services for Waterway Dredging CUMMINS CEDERBERG City of Miami Beach RFQ#2020-161-ND Coastal&Marine Engineering ICWW Palm Beach Dredging South Lake Worth Lagoon Palm Beach County, FL ‘ye-0.:tg.POV;-i6;44.,-; • .Fy r\44r- Relevance to the Miami i Beach Coastal Engineering Services for Waterway Dredging: t, • °ti.. / a, ✓ Dredging design ✓ Permit support ✓ Field investigations Taylor Engineering provided engineering design, permitting, bid ✓ Preliminary oversight, and construction administration for a 4.5-mile Intracoastal engineering design Waterway maintenance dredging project south of Lake Worth Inlet, ✓ Project coordination between the Port of Palm Beach and the Town of Palm Beach Docks. ✓ Stakeholder This segment of the Intracoastal Waterway — containing the largest coordination marine service facility (i.e., Rybovich Spencer) in the country and the ✓ Public outreach Palm Beach International Boat Show — has a fedrally authorized ✓ Environmental depth of-10 feet mean lower low water. monitoring ✓ Utility coordination The $5.1 million-dollar project involved mechanically dredging 85,000 Project Client: cubic yards of sediment and beneficial reuse of the sediment for island Florida Inland Navigation creation (to form oyster reef and mangrove habitat) at Palm Beach District County's Tarpon Cove Restoration Area. Key project elements included an intensive utility investigation (identifying 32 submerged Contact Info: Mark Crosley utility crossings) and subsequent submerged utility relocation, 561-627-3386 protection of environmental resources, 24-hour dredging operations in mcroslev(a.aicw.orq a designated Important Manatee Area, and intensive stakeholder coordination. Start Date: 2016 End Date: 2019 Partnerships between project stakeholders and environmental regulatory agencies — including FIND administration and Board of Performed by: Commissioners, Town of Palm Beach, Palm Beach County, Marine Taylor Engineering Industries Association of Palm Beach, state and federal permitting agencies, local boating and commercial industry groups, and the dredging contractor — had a tremendous, positive project impact. Because the ICWW is a key corridor for many commercial marinas, public outreach and coordination with the local boating and commercial groups was crucial. A toll-free call-in number (with daily updates on the construction status), mailings, outreach to the marina industries, close coordination with Palm Beach County Environmental Resources Management as it related to the Tarpon Cove Restoration Area and adjacent El Cid Community, and U.S. Coast Guard coordination greatly aided in the overall project success. Qualifications of Proposer Team DocuSign Envelope ID:8A38D49D-0147-4D7D-912E-1 C394B896CD4 Professional Coastal Engineering Services for Waterway Dredging CUMMINS I CEDERBERG City of Miami Beach RFQ#2020-161-ND Coastal&Marine Engineering Canal Dredging Feasibility, Design, & Construction Town of Longboat Key, FL J Y J Relevance to the Miami • Beach Coastal Engineering Services for Waterway -. • Dredging: • ✓ Data collection and review ✓ GIS database <t r k ' • ✓ Field investigations ,v s� 411. • Evaluation ofI ,, *II � . dredging disposal i z' s > = z ✓ Conceptual funding ` (s; y�y ' >I. 14.41":::, Public outreach " s.c "s a1 • ✓ Stakeholder fs. :� 11.* w _ *.t , ` fi ; -V • 11 involvement —— _ a.,�l� >! . ✓ Bulkhead �' assessment r..� �•-�•�•���~�.._.., ✓ Shoreline and inlet The Town of Longboat Key includes over 70 residential canals and stabilization other waterways leading into Sarasota Bay. The Town's jurisdictional ✓ Beneficial use and geographic limits are split between Manatee County to the north alternatives and Sarasota County to the south. In 2016, the town began a long- Project Client: term waterway monitoring and maintenance program, engaging Taylor Town of Longboat Key Engineering to prepare a dredging feasibility study to identify areas of shoaling, future maintenance dredging needs and schedule, and Contact Info: James Kinkogle potential funding scenarios. As part of this effort, we were engaged to 941-361-6411 evaluate the migration of the sand spit bordering the northern end of the island south of Longboat Pass to stabilize the north end, maintain Start Date: 2016 boat access in the adjacent canal, and beneficially re-use the dredged End Date: Ongoing material. The sand spit, locally known as Greer Island, is a Manatee County park maintained by the Town of Longboat Key. We evaluated Performed by: historical shoreline positions in order to identify stabilized shoreline Taylor Engineering positions vs. various dredging template configurations, and beneficial use opportunities to enhance the mangrove habitat located on the gulf beach side. Taylor Engineering reviewed historical dredging surveys and compiled a list of permitted depths per canal. Our in-house environmental professionals performed reconnaissance level field investigations (bathymetric soundings, qualitative characterization of sediments, identification of outfall locations, and photo documentation of ancillary Qualifications of Proposer Team Page 23 DocuSign Envelope ID:8A38D49D-0147-4D7D-912E-1C394B896CD4 Professional Coastal Engineering Services for Waterway Dredging CUMMINS I CEDERBERG City of Miami Beach RFQ#2020-161-ND Coastal&Marine Engineering structures). Taylor Engineering developed a geodatabase merging the above information with the county property appraiser's standard parcel data for waterway-fronting properties. This database provided the basis for Taylor Engineering's dredging feasibility assessment, facilitated discussion of future navigation needs by the Town Commission, and will allow the Town to catalog additional historic and future waterway-related georeferenced data. Taylor Engineering worked with the Town to establish a 'level of service' which the Town would adopt as the waterway monitoring and management program policy. This policy will establish a basis for determining future maintenance dredging needs by comparing restricted vs. non- restricted waterway access. The project's initial phase concluded in the fall of 2016 with a presentation of preliminary results to the Town Commission. In July 2017, the Town authorized Taylor Engineering to provide engineering and environmental services for dredging 16 priority canals identified in the feasibility study. Our work included bathymetric surveys, geotechnical data collection, natural resource surveys, preliminary design, permits acquisition, final design, bidding assistance, and construction administration. The project included beneficial use of part of the dredged material to stabilize the eroding shoreline along Greer Island. Qualifications of Proposer Team Page 24 DocuSign Envelope ID:8A38D49D-0147-4D7D-912E-1C394B896CD4 Professional Coastal Engineering Services for Waterway Dredging CUMMINS I CEDERBERG City of Miami Beach RFQ#2020-161-ND Coastal&Marine Engineering Norriego Point Shoreline Restoration & Stabilization Okaloosa County, FL Relevance to the Miami ' ^ 4 { Beach Coastal Engineering • Services for Waterway ,4. Dredging: ✓ Coastal condition analysis ✓ Value engineering ✓ Rock structures design Located on the northwestern tip of Holiday Isle within East Pass in ✓ Bulkhead design Destin, Norriego Point suffers continual erosion. Taylor Engineering ✓ Dredge design has been involved with Norriego Point restoration and stabilization ✓ Submerged aquatic efforts since 1998 when the City of Destin (City) and Okaloosa County vegetation survey retained the firm to prepare the East Pass Inlet Management Plan ✓ Construction which included stabilization recommendations and alternatives for administration Norriego Point. Since then, the City retained Taylor for assistance with ✓ Stakeholder interim stabilization and dredging projects. Currently, Taylor provides involvement engineering and environmental services to the Florida Department of Environmental Protection (FDEP) for Norriego Point shoreline Project Client: stabilization, beach restoration, and recreational amenities to be Florida Department of implemented with Natural Resource Damage Assessment (NRDA) Environmental Protection funding. Contact Info: Pearce Barrett, Ill, PE Taylor Engineering's services included state and federal regulatory 850-488-3539 coordination and permit modifications authorizing Norriego Point beach restoration with sand from the East Pass navigation channel Start Date: 2015 dredging, value engineering and final engineering design, construction End Date: Ongoing drawings and specifications for all restoration and stabilization project components (e.g., rock structures, seawalls, dredging, grading), bid Performed by: administration support services, and construction-phase services. Taylor Engineering Specific services for the recreational improvement project component included site assessments and characterizations, program planning, stakeholder outreach, and conceptual design. Notably, a separate consultant conducted the original design and permitting of the Norriego Point stabilization project; however, given high estimated construction cost and concerns expressed by citizens, FDEP hired Taylor Engineering to perform detailed reviews of the previous design and regulatory authorizations, resulting in numerous recommendations regarding construction scheduling, design Qualifications of Proposer Team Page 25 DocuSign Envelope ID:8A38D49D-0147-4D7D-912E-1C394B896CD4 Professional Coastal Engineering Services for Waterway Dredging CUMMINS I CEDERBERG City of Miami Beach RFQ#2020-161-ND Coastal&Marine Engineering modifications, and regulatory authorizations. Our recommendations included obtaining authorization for East Pass and Destin Harbor Dredging to provide a nearby, cost-effective sand source, and value engineering design modifications that reduced construction costs and schedules and provided a more resilient design. We also successfully supported the City by applying for and receiving additional grant funding from FDEP. Specific challenges associated with the project include harsh coastal conditions affecting both the structure design and construction, assessment and rehabilitation of deteriorated existing structures, limited construction budget requiring iterative and detailed value engineering design, and limited construction schedule (construction during the relatively short winter season to avoid impacts to the local tourism and fishing economy). The stabilization construction and vegetation components were both completed on schedule and within budget; recreational improvements are ongoing. In summary, the value-engineered project met the design goals and project budget, saved the FDEP and City millions of dollars allowing the project to move forward, and is resulting in a flagship project following inlet management recommendations. The project provides substantially increased protection to Destin Harbor, greatly reduces maintenance dredging requirements — allowing additional sand to be placed on Gulf-front eroding beaches and provides an expansive recreation area for residents and tourists. Qualifications of Proposer Team Page 26 DocuSign Envelope ID:8A38D49D-0147-4D7D-912E-1 C394B896CD4 Professional Coastal Engineering Services for Waterway Dredging CUMMINS I CEDERBERG City of Miami Beach RFQ#2020-161-ND Coastal&Marine Engineering Long-Range Dredged Material Management Program for the Atlantic Intracoastal and Okeechobee Waterways Various Counties, FL ; - - Relevance to the MiamifaeA Beach Coastal Engineering14, Services for Waterway � ` Dredging: "'•"I yep ✓ Dredged material I management ✓ Construction Since 1986, Taylor Engineering has served the Florida Inland administration Navigation District (FIND) — the local sponsor of Florida's Atlantic ✓ Beneficial use Intracoastal Waterway and Okeechobee Waterway—to prepare and management of implement long-term dredged material management plans for 502 dredged material miles of federal navigation channels. Through our role as FIND's ✓ Environmental Engineer, we have served in multiple capacities including planning, surveys permitting, design, and construction administration for upland dredged ✓ Ecosystem material management areas (DMMA), beach nourishment, and restoration dredging and navigation projects. ✓ Geotechnical analysis The primary program objective is to locate, obtain, design, permit, and ✓ Sediment and water construct DMMA and beach placement areas – capable of handling quality analysis 50-year maintenance dredging requirements in 12 Florida counties. ✓ Design of sediment Each upland DMMA is custom designed and built with on-site material. and erosion control Design aspects of each facility include site visits, geotechnical ✓ Boundary and investigation, wetland and wildlife impact assessment, cultural topographic survey resources assessment, dredged material quantity/quality analysis, oversight dike design, water control structures and drainage design, sediment ✓ Shoreline protection and erosion control measures, access road design, control/measurement of groundwater impacts, and on-site mitigation. Project Client: With this information, we obtain regulatory permits authorizing site Florida Inland Navigation construction and use. We prepare construction drawings, District specifications, bid quantities, engineering cost estimates, and Contact Info: Mark Crosley complete contract documents. In total, this program identified and is 561-627-3386 responsible for development of 53 upland containment sites and eight mcroslev(caicw.orq permanent beach placement sites to handle a projected 23 million cubic yards of dredged material over the next 50 years. Start Date: 1986 End Date: Ongoing In addition to DMMA development and on behalf of FIND, Taylor Engineering has developed — planning through construction Performed by: administration — numerous maintenance dredging (Nassau thru Taylor Engineering Miami-Dade Counties) and deepening (Broward and Palm Beach Counties) projects within the Intracoastal and Okeechobee Waterways. Qualifications of Proposer Team DocuSign Envelope ID:8A38D49D-0147-4D7D-912E-1 C394B896CD4 Professional Coastal Engineering Services for Waterway Dredging CUMMINS I CEDERBERG City of Miami Beach RFQ#2020-161-ND Coastal&Marine Engineering Eau Gallie River and Elbow Creek Restoration Brevard County, FL = • ' f :- ., _ . . ; ' Relevance to the Miami 1... - . Beach Coastal Engineering ;,; .» _ �r 74' ,e, . . Services for Waterway ! , - Dredging: — ot, �t _ ,, ..,1, 0i ✓ Dredging studies I =i y and feasibility OP's"'# assessment ✓ Dredge engineering ✓ Dredged material - •.:- management ✓ Sediment quality evaluation As a remedy to the Eau Gallie River and Elbow Creek sedimentation ✓ Environmental problems, which affect water quality in both waterbodies and likewise permitting contribute to shoaling in the Indian River Lagoon and Intracoastal ✓ Data collection Waterway,the St. Johns River Water Management District(SJRWMD) ✓ Stakeholder planned to dredge nearly 700,000 cubic yards of muck sediment as an involvement environmental restoration project. Taylor Engineering prepared a ✓ Dredging pipeline feasibility study and supporting detailed cost estimates in early 2014 design for this project. Taylor Engineering then prepared the final design for ✓ Construction the dredging template and dredged material management area, administration prepared construction documents, and completed project permitting. Project Client: In addition to dredging and dredged material management design, St. Johns River Water work included securing temporary pipeline easements and license Management District agreements from seven upland owners including the City of Contact Info: Elwin Boynton Melbourne, Brevard County, the City of Melbourne Airport Authority, 386-312-2300 as well as multiple private owners. Permitting efforts yielded authorizations from the Florida Department of Environmental Start Date: 2013 Protection, U.S. Army Corps of Engineers, City of Melbourne, and End Date: 2019 Brevard County. Taylor Engineering provided bid assistance and is - Performed by: assisting with project construction Taylor Engineering administration for the $18.5 million, _ 30-month long construction project. „^ _ It S Qualifications of Proposer Team Page 28 DocuSign Envelope ID:8A38D49D-0147-4D7D-912E-1C394B896CD4 Professional Coastal Engineering Services for Waterway Dredging CUMMINS I CEDERBERG City of Miami Beach RFQ#2020-161-ND Coastal&Marine Engineering South Atlantic Division (SAD) Sand Availability and Needs Determination (SAND) South Atlantic Division, US Rising sea-levels and an increased frequency in higher intensity Relevance to the Miami storms are a threat to natural resources and infrastructure in the Beach Coastal Engineering coastal environment. In this context the federal government undertook Services for Waterway the South Atlantic Coastal Study (SACS)to proactively examine ways Dredging: to enhance coastal resilience. The SAD SAND project consists of three distinct phases. ✓ Sand search ✓ Stakeholder The first phase involves examining federal and non-federal beach involvement nourishment projects and sources within the SAD region to determine ✓ Concept design and the sand needs and availability over the next 50 years. Sand sources studies include offshore, upland, and Regional Sediment Management (RSM) ✓ Geotechnical - beneficial use sources such as navigation channels and adjacent investigations areas. Stakeholder outreach via webinars and workshops are an ✓ Sediment sampling integral part of this phase as well as a GIS geodatabase and a ✓ GIS summary report. ✓ Coastal resilience ✓ Regional sediment The second phase of this study consists of the identification and management investigation of potential offshore sand sources for federally ✓ Stakeholder authorized projects in the Jacksonville district. The effort includes involvement developing investigation plans, conducting geophysical surveys, ✓ Public outreach collecting reconnaissance level vibracore borings, completing Project Client: investigation reports, and developing a GIS geodatabase. USACE The final phase, SAD Dredge Material Management Area(DMMA)Off- Contact Info: Clay McCoy, loading and Sediment Exchange Study, includes the development of PhD a comprehensive database characterizing all DMMAs utilized by 904-232-3657 USACE in the SAD. The study will also identify uses and potential end mcroslev(&,aicw.orq users to support offloading and promote beneficial re-use for beach renourishment and other projects. The work is comprised of a desktop Start Date: 2019 study, collection and review of related data, a GIS geodatabase, and End Date: Ongoing a sediment exchange report. Performed by: Taylor Engineering Qualifications of Proposer Team Page 29 DocuSign Envelope ID:8A38D49D-0147-4D7D-912E-1 C394B896CD4 Professional Coastal Engineering Services for Waterway Dredging CUMMINS I CEDERBERG City of Miami Beach RFQ#2020-161-ND Coastal&Marine Engineering Jupiter Inlet Sand Trap Maintenance Dredging & Beach Nourishment 2018, Jupiter, FL Annual maintenance dredging project of the Jupiter inlet. Terraquatic was contracted to perform a pre and interim survey of the inlet and beach placement area along with construction staking of the design template. Bathymetric data of the sand trap was collected using single beam sonar while the beach profile data was collected utilizing a combination of RTK GPS and conventional survey techniques such as radial location and differential leveling. Survey control was set throughout the project limits using a combination of RTK GPS, conventional traverse and differential leveling. Survey data was processed, charted and volumes were tabulated to track progress. Reference: Anthony Cavo; (954) 568-0007; anthony(d�cavache.com; March 7"'-April 3rd, 2018 Cavache, Inc.; Performed by: Terraquatic Intracoastal Waterway Maintenance Dredging, St. Lucie County Reach I Pre, Interim & Post Bathymetric Surveys, Ft. Pierce, FL Maintenance dredging project of the ICWW near the Ft. Pierce inlet. Terraquatic was contracted to perform pre, interim and post surveys of a portion of the intracoastal waterway in cuts SL3N and a portion of SL5 from Sta. 5+00 to 73+50 along with the beach placement area from R-34 to R-36 and construction staking of the design template. Bathymetric data was collected using single beam sonar while the beach profile data was collected utilizing a combination of RTK GPS and conventional survey techniques such as radial location and differential leveling. Survey control was set throughout the project limits using a combination of RTK GPS, conventional traverse and differential leveling. Survey data was processed, charted and volumes were tabulated to track progress. Reference:Anthony Cavo; (954) 568-0007; anthony(acavache.com; March 24m—May 23rd, 2017 Cavache, Inc.; Performed by: Terraquatic Jupiter Inlet Sand Trap Maintenance Dredging & Beach Nourishment 2017, Jupiter, FL Annual maintenance dredging project of the Jupiter inlet. Terraquatic was contracted to perform a pre and interim survey of the inlet, a portion of the intracoastal waterway in cuts P-2 through P-4 and beach placement area along with construction staking of the design template. Bathymetric data of the sand trap was collected using single beam sonar while the beach profile data was collected utilizing a combination of RTK GPS and conventional survey techniques such as radial location and differential leveling. Survey control was set throughout the project limits using a combination of RTK GPS, conventional traverse and differential leveling. Survey data was processed, charted and volumes were tabulated to track progress. Reference: Anthony Cavo; (954) 568-0007; anthony(d cavache.com: February 1"—March 22nd, 2017 Cavache, Inc.; Performed by: Terraquatic Topographic -Bathymetric Pre & Post Dredge Surveys, The Cove Yacht Basin, Deerfield Beach, FL May 9th_ 18rn.2017 Terraquatic was contracted to perform a topographic and bathymetric survey of The Cove marina basin, fairway & a portion of the adjacent Intracoastal Waterway channel in Deerfield Beach, FL. Bathymetric data consisted of single beam sonar data collected along ten foot spaced transects throughout the project limits. Poled depths were collected along the docks and in any area that was inaccessible during the bathymetric portion of the survey. Conventional survey techniques were employed to locate the existing dock structures and seawall. Deliverables included plan view charts depicting the bottom conditions with contours and elevations, estimated volume of material above the permitted design depth along with the topographic features such as the seawall, docks, piers, etc. Reference: Denise Buzzelli; (954) 427-0353; denee05(@,aol.com Two Georges at The Cove; Performed by: Terraquatic Qualifications of Proposer Team DocuSign Envelope ID:8A38D49D-0147-4D7D-912E-1C394B896CD4 Professional Coastal Engineering Services for Waterway Dredging CUMMINS I C I:DERBERG City of Miami Beach RFQ#2020-161-ND Coastal&Marine Engineering Team Organization Chart cc Cummins Cederberg (Engineer of Record) MIAMI B E AC H TEI Taylor Engineering TAI Terraquatic QA/QC Jason Cummins, PE CC Project Manager Jonathan Armbruster, PE TEI Jannek Cederberg, PE cc Engineering Lead Environmental Lead Jordon Cheifet, PE, CFM, cc Penny Cutt cc Inspection Coastal Environmental Policy/ Benthic Engineers Engineers Permitting Survey Jordon Cheifet, PE, CFM CC Jannek Cederberg, PE cc Danielle Irwin,CFM, PWS CC Gina Chiello cc Jason Taylor, PE cc Jordon Cheifet, PE, CFM cc Gina Chiello cc Christie Hurley cc Jon Cunningham, El cc Leonard Barrera, El cc Christie Hurley cc Jessica Ward cc Ken Chang, El ' Yehya Siddiqui, PE IEI Rebecah Delp cc Anne Laird cc Jenna Phillips, El TE' Caroline Jasperse cc Rebecah Delp cc oristructio Administratio • Jason Taylor, PE cc William Aley, IV, PG TEl Jordon Cheifet, PE,CFM cc Ken Jackson, PSM TA' Jon Cunningham, El cc William Warren, GIT TN Gina Chiello cc Yehya Siddiqui, PE TEl DocuSign Envelope ID:8A38D49D-0147-4D7D-912E-1C394B896CD4 Jannek Cederberg, PE CUMMINS I CEDERBERG Project Manager Coastal&Marine Engineering SKILLS & EXPERTISE I ✓ Waterfront Engineering and Planning V Coastal Resiliency ✓ Numerical Modeling It I a ✓ Environmental Permitting V Coastal and Marine Structures • V Coastal Processes -Waves, Currents, Sediment Transport and Hurricanes YEARS OF I'' t � EXPERIENCE _ cr . • 20 EDUCATION • M.S. Coastal Engineering, RELEVANT EXPERIENCE Technical University of Denmark As Principal Engineer, Jannek Cederberg is responsible for all engineering production including scheduling, resource allocation, and quality management. LICENSES He is formally trained as a coastal and marine engineer from the Technical • Florida PE No. 69839 University of Denmark. He has more than fifteen years of experience in coastal and marine engineering. Jannek is a registered professional Engineer in the PROFESSIONAL United States and he has completed engineering analyses, designs and AFFILIATIONS permitting for a variety of shore protection, beach nourishment, river, cruise ship, • Permanent International marina and waterfront projects throughout Florida, the Caribbean and Central Association of Navigation America. Congress Fisher Island Slip Widening Project, Miami, Florida. Dredge and scour • Member of PIANO Working protection design for slip widening. Evaluated required dredge elevation based group on proposed commercial ferry required under-keel clearance and hardbottom • Design and Operational location. Evaluated the scour resulting from the proposed commercial ferry at the Guidelines for"Superyacht slip and determined the protection scheme to prevent scour from the vessel to Facilities" occur within the slip. Seabed velocities were determined from the proposed ferry's • Danish Society of Hydraulic characteristics and the required scour protection (rock diameter, weight, layers, Engineering etc.)was determined at the slip (Fisher Island Community Association, Nov. 2016 • Port Everglades Association — January 2020). Reference: Michael Posey; 786-475-2065; • Florida Association of mposey@fisherislandfica.com Environmental Professionals • Environmental and Land Use Law Section of the Florida Lake Worth Inlet Flood Shoal Dredging, Palm Beach County, Florida. Bar Performed the coastal engineering analysis and dredge design for the Lake Worth Lagoon Flood Shoal Dredging Project. The coastal engineering analysis included the numerical model of the tidal hydrodynamics at the project site and the modeling of the sediment transport patterns following the dredging of the project. Conducted an analysis of the potential impacts to the local marine resources during dredging operations and developed construction methodologies to prevent impacts to the marine resources (Marine Industries Association of Palm Beach County, Inc., April 2019 — Ongoing). Reference: Eric Anderson; 561-233-2514; EAnderson1@pbcgov.org Dolphin Marina Restoration Dredge Project, Little Torch Key, Monroe County, Florida. Prepared a dredging design for the Dolphin Marina in Little Torch Key. The dredge design included the proposed dredge elevations based on sediment www.CumminsCederberg.corn DocuSign Envelope ID:8A38D49D-0147-4D7D-912E-1 C394B896CD4 Jannek Cederberg, PE CUMMINS I CEDERBERG Project Manager Coastal &Marine Engineering probes conducted at the project site. The construction methodology and material handling procedures were established as part of the required dredging narrative for the permit applications. The dredge footprint was delineated to avoid impacts to existing seagrasses. The quantity of dredging material was estimated using the existing bathymetry and the proposed dredging design template(Little Palm Dolphin Resort Development, LLC, February 2018—March 2018). Reference:Everett Atwell; 863-607-9496;ironwoodvg@tampabay.rr.corn Pelican Harbor Marina Dock D Maintenance Dredging Project, Miami-Dade County, Florida. Prepared a dredging design for maintenance dredging of the marina basin at the Pelican Harbor Marina in Miami-Dade County. As part of the dredge design sediment probes were conducted to identify the location of the limestone layer and the thickness of the silt layer. Based on bathymetric surveys conducted at the site, the design dredge template was developed for the proposed area adjacent to Dock "D" at the site. quantities of dredge materials were estimated using a 3-D surface model based on the design dredge template and the bathymetric survey. Sea Breeze Resort Maintenance Dredging, Islamorada, Florida. Prepared a maintenance dredging design for the Seabreeze Resort in Islamorada. Conducted sediment probes as part of the data collection portion for the dredging design. The sediment probes identified the thickness of the silt layer and the location of the hardbottom. Based on the sediment probes and bathymetric survey information, a dredge template was established, and the dredging amount quantified. Little Palm Island Restoration Dredge Project, Munson Island, Monroe County, Florida. Prepared a dredging design for the Little Palm Island Marina in Munson Island. The dredge design included the proposed dredge cross-sections based on data collected from bathymetric surveys at the project site. The developed dredge cross-sections included the cubic yards per linear foot of dredge for each cross-section and the delineation of the hardbottom. 1097 Hillsboro Mile Maintenance Dredging Project, Hillsboro Beach, Florida. Prepared a dredging design for maintenance dredging of a private residence in Hillsboro Beach.The material to be dredged was in front of an existing sheet pile retaining wall, and thus the design needed to consider potential stability issues based on the sheet pile characteristics and removed material. Dredge cross-sections were developed based on the stability requirements for the sheet pile wall and vessel under-keel clearance requirements. Quantities of dredge materials were estimated using a 3-D surface model based the bathymetric site and dredge cross-sections. Ocean Breeze Community Maintenance Dredging, Marathon, Florida. Prepared a maintenance dredging design for the Ocean Breeze Community in Islamorada that faced significant damage from Hurricane Irma and was in need of repair. Conducted sediment probes as part of the data collection portion for the dredging design. The sediment probes identified the thickness of the silt layer and the location of the hardbottom. Based on the sediment probes and bathymetric survey information, a dredge template was established, and the dredging amount quantified. Town of Bay Harbor Islands Resiliency and Seawall Condition Assessment, Bay Harbor Islands, Florida. Shoreline assessment and island resiliency study for the entire Town of Bay Harbor Islands. The shoreline assessment included 20,000 feet of shoreline, including seawalls, rock revetment, residential areas, bridges, and the causeway that connects the town to the mainland. LiDAR survey data was processed to provide 3D elevation map, and an analysis of the water levels to predict sea level rise, along with tidal data analysis. Costa Brava Marina, Miami Beach, Florida. Environmental permitting for reconstruction of a 30-slip marina in Biscayne Bay through local, State, and Federal Agencies such as Miami-Dade County DERM, FDEP, and USACE. Engineering support through construction bid process, including bid evaluation, contractor selection and construction administration. Dade Boulevard/Collins Canal Shoreline Stabilization & Seawall Replacement, Miami Beach, Florida. Marine engineering and construction drawings for 2,670 LF of shoreline stabilization associated with a linear park and bike path. Structural design of steel sheet pile and reinforced concrete cap, including barrier wall connection, and utility crossover detail for FPL 69KV oil-filled transmission line. www.Cummins Cederberg.corn DocuSign Envelope ID:8A38D49D-0147-4D7D-912E-1 C394B896CD4 Jason R. Cummins, PE CUMMINS I CEDERBERG Principal Engineer, QA/QC Coastal&Marine Engineering SKILLS & EXPERTISE g ✓ Planning and Feasibility of Marine Infrastructure Projects ✓ Underwater Investigations (SCUBA) ✓ Coastal Design Criteria-Tides, Waves, Currents and Hurricanes V Structural Design of Steel and Concrete Marine Structures ✓ Bathymetric Surveying M rc YEARS OF w y r> '�' a ; ; EXPERIENCE l :a,' h. !. iirll►.�, • 15 RELEVANT EXPERIENCE EDUCATION • MSc Coastal and Jason Cummins is a Coastal Engineer with significant experience in inspections, Oceanographic Engineering, planning, engineering, regulatory permitting and construction of coastal and University of Florida waterfront development and infrastructure projects in Florida, Caribbean and • BSc Civil Engineering, Latin America. He is a registered Professional Engineer in the U.S., capable of University of Florida designing marine facilities, shoreline stabilization and coastal structures. He is proficient in the application of numerical models, including the Danish Hydraulics LICENSES Institute(DHI)MIKE-21 suite of numerical modeling tools, structural analysis tools • Florida PE No. 71538 and Federal State and Local design codes. In addition to his professional achievements,Jason presently serves on the non-profit Board for Bill Baggs Cape CERTIFICATIONS Florida State Park. ■ Certified Diver • FHWA A-NHI 130091 Concrete Dock Repairs at Sunset Harbour Yacht Club, Miami Beach, Florida. Underwater Bridge Inspection Repairs of concrete slabs, caps, and piles for a 125-slip yacht marina. —National Highway Institute Environmental permit applications were prepared and processed with the Miami- and Association of Diving Dade County DERM, FDEP, and USACE. Detailed repair drawings were prepared with specific criteria to minimize impacts to adjacent structures, Contractors including the removal and replacement of severely deteriorated deck slabs. Construction administration services were provided to review in accordance with PROFESSIONAL construction documents and environmental permits. In addition, ongoing AFFILIATIONS engineering support services have been provided for various projects since 2013. ■ Urban Land Institute (ULI) SE (Sunset Harbour Yacht Club, 2012 — Ongoing). Reference: Doug Mason; 305- Florida/Caribbean, Member 398-6800;dmason@sunsetharbouryc.corn • American Society of Civil Dade Boulevard/Collins Canal Shoreline Stabilization & Seawall Engineers, ASCE Replacement, Miami Beach, Florida. Marine engineering and construction • American Institute of drawings for 2,670 LF of shoreline stabilization associated with a linear park and Architects bike path. Structural design of steel sheet pile and reinforced concrete cap, • South Florida Association of including barrier wall connection, and utility crossover detail for FPL 69KV oil- Environmental Professionals filled transmission line (Harbour Construction, 2011 — 2013). Reference: Guy Lessor;305-603-9944;gl@harbourconstruction.com Seahaven Superyacht Marina, Dania Beach, Florida. Engineer of Record for new marina design and construction administration services for approximately 1,200 feet of new bulkhead for a deep-water yacht basin located in the Dania Cut- Off Canal. Part of the canal was excavated to create a new marina basin connected to the canal for this 40-slip superyacht marina. Bulkhead consists of steel sheet piling with concrete batter piles and reinforced concrete capping beams. Design criteria for a floating dock was also prepared including anticipate www.CumminsCederberg.com DocuSign Envelope ID:8A38D49D-0147-4D7D-912E-1C394B896CD4 Jason R. Cummins, PE CUMMINS I CEDERBERG Coastal &Marine Engineering Principal Engineer, QA/QC mooring loads. (Seven Kings Holdings, Inc., December 2017— November 2019). Reference: Ken Blair; 561-625-9443; Ken@SKHOLDINGS.com Bentley Bay Marina, Miami, Florida. Cummins Cederberg designed a new marina utilizing concrete piles, cap and beams with grated decking, as required to allow for adequate light penetration to reach the submerged bottom supporting seagrass habitat. Design services also included material selection and coordination of utilities. Costa Brava Marina, Miami Beach, Florida. Environmental permitting for reconstruction of a 30-slip marina in Biscayne Bay through local, State, and Federal Agencies such as Miami-Dade County DERM, FDEP, and USACE. Engineering support through construction bid process, including bid evaluation, contractor selection and construction administration. Fisher Island Slip Widening Project, Miami, Florida. Dredge and scour protection design for slip widening. Evaluated required dredge elevation based on proposed commercial ferry required under-keel clearance and hardbottom location. Evaluated the scour resulting from the proposed commercial ferry at the slip and determined the protection scheme to prevent scour from the vessel to occur within the slip. Seabed velocities were determined from the proposed ferry's characteristics and the required scour protection (rock diameter, weight, layers, etc.)was determined at the slip. Lake Worth Inlet Flood Shoal Dredging, Palm Beach County, Florida. Performed the coastal engineering analysis and dredge design for the Lake Worth Lagoon Flood Shoal Dredging Project. The coastal engineering analysis included the numerical model of the tidal hydrodynamics at the project site and the modeling of the sediment transport patterns following the dredging of the project. Conducted an analysis of the potential impacts to the local marine resources during dredging operations and developed construction methodologies to prevent impacts to the marine resources Pelican Harbor Marina Dock D Maintenance Dredging Project,Miami-Dade County, Florida. Prepared a dredging design for maintenance dredging of the marina basin at the Pelican Harbor Marina in Miami-Dade County. As part of the dredge design sediment probes were conducted to identify the location of the limestone layer and the thickness of the silt layer. Based on bathymetric surveys conducted at the site, the design dredge template was developed for the proposed area adjacent to Dock "D" at the site. quantities of dredge materials were estimated using a 3-D surface model based on the design dredge template and the bathymetric survey. Sea Breeze Resort Maintenance Dredging, Islamorada, Florida. Prepared a maintenance dredging design for the Seabreeze Resort in Islamorada. Conducted sediment probes as part of the data collection portion for the dredging design. The sediment probes identified the thickness of the silt layer and the location of the hardbottom. Based on the sediment probes and bathymetric survey information, a dredge template was established, and the dredging amount quantified. Little Palm Island Restoration Dredge Project, Munson Island, Monroe County, Florida. Prepared a dredging design for the Little Palm Island Marina in Munson Island.The dredge design included the proposed dredge cross-sections based on data collected from bathymetric surveys at the project site. The developed dredge cross-sections included the cubic yards per linear foot of dredge for each cross-section and the delineation of the hard bottom. 1097 Hillsboro Mile Maintenance Dredging Project, Hillsboro Beach, Florida. Prepared a dredging design for maintenance dredging of a private residence in Hillsboro Beach.The material to be dredged was in front of an existing sheet pile retaining wall, and thus the design needed to consider potential stability issues based on the sheet pile characteristics and removed material. Dredge cross-sections were developed based on the stability requirements for the sheet pile wall and vessel under-keel clearance requirements. Quantities of dredge materials were estimated using a 3-D surface model based the bathymetric site and dredge cross-sections. Ocean Breeze Community Maintenance Dredging, Marathon, Florida. Prepared a maintenance dredging design for the Ocean Breeze Community in Islamorada that faced significant damage from Hurricane Irma and was in need of repair. Conducted sediment probes as part of the data collection portion for the dredging design. The sediment probes identified the thickness of the silt layer and the location of the hardbottom. Based on the sediment probes and bathymetric survey information, a dredge template was established, and the dredging amount quantified. www.CumminsCederberg.com DocuSign Envelope ID:8A38D49D-0147-4D7D-912E-1C394B896CD4 Penny Cutt CUMMINS I CEDERBERG Environmental Lead Coastal &Marine Engineering SKILLS & EXPERTISE ``, 1 3 ✓ County, State, and Federal Environmental Permitting ✓ Avoidance, minimization, and compensation for ecological impacts ✓ Hardbottom and seagrass mapping, characterization, and monitoring • ✓ Joint Coastal Permitting for Beaches and Inlet Management V NEPA analysis and documentation ✓ Endangered Species Act Consultations ✓ Essential Fish Habitat assessment and consultation ✓ Mooring field design and permitting YEARS OFz._• <_. --..�,141,- EXPERIENCE ra;" - • 4 ■ 26 Si. 3 -�� EDUCATIONrit. � ' . •" t'YG`� k. , 4 1, .• ■ Dual M.Sc. Marine Biology .� .. and Coastal Zone Mgt. Nova Southeastern University RELEVANT EXPERIENCE (Pending Capstone Review) • B.Sc. Agricultural Operations Penny Cutt applies 26 years of experience in the fields of environmental Management Specialization: monitoring, assessment, planning and regulatory permitting to support the firms' Bioprocess Management commitment to sustainability. She applies this project management experience to University of Florida, 1992 ensure timeliness and accuracy of deliverables for her clients. Penny can quickly evaluate complex scientific information and communicate it to lay leaders for CERTIFICATIONS decision-making purposes. She has a proven track record negotiating complex • Advanced open Water Scuba technical issues, particularly regarding aquatic and coastal ecosystems. The first • DAN (First Aid, CPR, AED & half of Penny's career was in the public sector administering federal, state, and Oxygen) county environmental regulatory programs. This government expertise has been • U.S. Power Squadron Safe paramount to her success in the more recent half of her career in the private sector assisting her public and private clients meet their goals. Boat Operation Certification The Bay, Bay Park Conservancy and Agency Landscape + Planning, Sarasota, PROFESSIONAL Florida. The Bay is an environmental, resilient revitalization of the public AFFILIATIONS waterfront in downtown Sarasota. Conducted a large-scale marine resource • Broward County Marine assessment of 43 acres of submerged lands within Sarasota Bay in 2018, as well Advisory Committee, as a follow up refined marine resource survey of the Phase I Project area in 2019 Appointed Member based on the revised conceptual designs for the Project. The 2018 marine • Pompano Beach Marine resource investigation included 43 acres of the submerged lands along Sarasota Advisory Board, Appointed Bayfront offshore of Centennial Park and the Van Wezel Properties. The survey Member, Vice-Chair involved monitoring of 20 transects(200 to 300 ft long), as well as three additional • Pompano Beach Zoning areas of investigation which confirmed the presence and density of three Board of Appeals, Appointed seagrass species (Thalassia testudinum, Syringodium filiforme, and Halodule Member wrightii), as well as the location, dimensions and health of stony corals.The 2019 • Friends of Our Florida Reefs, survey included a marine resource investigation of the submerged lands along Board Director Sarasota Bayfront offshore of the Van Wezel Property in support of environmental • South Florida Association of permitting of Phase I of the Project. The survey involved monitoring of nine Environmental Professionals transects (approximately 300 ft long), as well as two additional areas of (SFAEP) investigation which confirmed the presence, density and seagrass edge of the • Treasure Coast Florida mouth of the mangrove creek and within the riprap beach area south of the Association of Environmental mangrove creek. The survey confirmed the presence and density of four species Professionals (TCCFAEP) of seagrass(Thalassia testudinum, Syringodium filiforme, Halodule decipiens and Halodule wrightii), as well as the location, dimensions and health of stony and soft corals. Additionally, directed a mangrove and exotic vegetation mapping survey www.CumminsCederberg.corn DocuSign Envelope ID:8A38D49D-0147-4D7D-912E-1 C394B896CD4 Penny Cutt CUMMINS I CEDERBERG Environmental Lead Coastal &Marine Engineering and researched and prioritized applicable grants to fund the proposed Project. Presented the results of these surveys to the Corps, FDEP, and SWFWMD during pre-application meetings and solicited feedback. Once permit drawings are ready, will prepare and process environmental permit applications for State and Federal permits for Phase I. (The Bay Park Conservancy,2018 — Ongoing). Bill Waddill, Chief Implementation Officer, The Bay Park Conservancy, Bill.waddill@sbpo.org, 941-266-1717 Fisher Island Shoreline Management— Sand Tightening Project, Fisher Island Community Association, Fisher Island, Miami-Dade County, Florida. The Main Beach and Club Beach terminal groins along the eastern portion of Fisher Island are extremely permeable, which results in losses of beach width from the main beach and shoaling within the marina. Conducted nearshore hardbottom, seagrass edge mapping and a coral survey along the Fisher Island main beach and club beach to document resources within the project area in support of the sand tightening project. Pre-application meetings were held and permit applications were prepared and submitted to Miami-Dade County DERM, the FDEP, and the Corps to authorize construction activities. Environmental permit applications are currently being processed. Coastal Structure Rehabilitation - conducted nearshore hardbottom and seagrass mapping and assessment of corals on the seven coastal structures along the Fisher Island Main Beach. These structures were badly damaged during Hurricane Irma and could no longer provide adequate shore protection. Prepared and processed applications and secured permits from Miami-Dade County DERM, FDEP and the Corps to rehabilitate these structures to their previously authorized design. Additionally, conducting required post construction surveys of the nearshore resource limits for 3 years. (Fisher Island Community Association, Ongoing). Reference:Nick Aza;nazar@fisherislandfica.com; 305-968-1688 Las Olas Marina Redevelopment, City of Fort Lauderdale, Ft. Lauderdale, Florida. Environmental permitting for the Las Olas Marina Redevelopment Project. Conducted the benthic survey in accordance with National Marine Fisheries Service guidelines for sampling Johnson's seagrass. Environmental permits are being processed through Broward County, the Florida Department of Environmental Protection, and the US Army Corps of Engineers.Additionally, an expanded sovereign submerged lands lease, private easement, and upland deed modification are being secured to authorize the expanded marina footprint and areas needed for navigational ingress and egress. (Las Olas SMI, LLC 2017— Ongoing). Reference: Jonathan Luscomb;jluscomb@fortlauderdale.gov;954-828-5343 Islamorada Fish Company Maintenance Dredging and Bass Pro Shops Resiliency Upgrades, Bass Pro Shops, Islamorada, Florida. Many slips within the Bass Pro Shops Marina basin were silted in and emergent at low tide. Conducted a benthic survey delineating the limits of ecological resources including seagrasses and mangroves. Environmental permits were secured authorizing maintenance dredging in this ecologically sensitive area within the Florida Keys National Marine Sanctuary (FKNMS). The Islamorada Fish Company was suffering from deferred maintenance and increased frequency of king tides, with the commercial dock unsafe and the dining area being partially submerged several times a year. Secured environmental permits for shoreline stabilization, dock replacement, and elevating the peninsula that supports restaurant dining and the bar, within the FKNMS. (Bass Pro Shops, 2017—2020) Melbourne Riverwalk Marina Project, Riverwalk Partners, Melbourne, Florida. This project involved the revitalization of a marina that was destroyed during past hurricanes. Conducted a marine resource survey of the project area, which included the marina basin, dredge area, and wave attenuator,to facilitate preparation of conceptual designs, also prepared a Marina Feasibility Study identifying project opportunities and the associated environmental regulatory permitting process. The marine resource assessment surveyed the existing bulkhead, remnant wooden breakwater and submerged lands within the marina basin of the old Intracoastal Marina of Melbourne. Sixteen temporary transects were assessed and used to map the species and density of seagrass, macroalgae and other marine resources. The survey confirmed the presence of the seagrasses (Halodule wrightii and Ruppia maritima), as well as dense beds of attached Caulerpa prolifera and unattached mats including Gracilaria sp. and Hypnea sp. macroalgae. Grant funding opportunities were identified to help fund the project. The results of the marine resource survey and the conceptual designs were presented at pre-application meetings with the FDEP and USACE. Applications were prepared for an Individual ERP from the FDEP to include a new State Lands Lease and an Individual Permit from the Corps. The Project includes a 1,120 ft riprap revetment to stabilize the existing bulkhead, a 950 ft long wooden boardwalk over the riprap revetment, dredging of 13,000 cy within 8.8 acres, and construction of 5 floating docks and a floating wave attenuator dock that will accommodate 231 vessels. www.CumminsCederberg.corn DocuSign Envelope ID:8A38D49D-0147-4D7D-912E-1C3948896CD4 Jordon P. Cheifet, PE, CFM CUMMINS CEDERBERG Engineer Lead Coastal&Marine Engineering SKILLS & EXPERTISE t 3 ✓ Coastal Engineering and Modeling ✓ Waterfront Structural Design 14' ✓ Underwater Inspection f V Construction Plans and Specifications V Construction Oversight V Feasibility Studies of Marine and Coastal Engineering Projects t • YEARS OF ,;^ h EXPERIENCE m • 15 ' EDUCATION RELEVANT EXPERIENCE • M.Sc. Ocean and Resources Engineering, University of Jordon Cheifet is a Marine/Coastal Engineer with more than 15 years of technical Hawaii and project management experience, including coastal engineering, beach • B.Sc. Civil Engineering, nourishment design, waterfront structure design, FEMA coastal floodplain Pennsylvania State University mapping, shoreline restoration/stabilization design, numerical modeling, and marina design. His field experience includes underwater waterfront facility LICENSES inspections, GIS/GPS data collection and analysis, surveying, and construction • Florida PE No. 72876 administration. Jordon is a registered Professional Engineer in the State of Florida, Alabama, and Texas, as well as a Certified Floodplain Manager. CERTIFICATIONS City of Deerfield Beach Stormwater Master Plan, Deerfield Beach, Florida. • Professional Engineer— Conducted a field investigation to evaluate existing coastal stormwater and flood Florida No. 72876 defense structures in tidal waters relative to service life for the City. The project • Certified Floodplain Manager included a detailed analysis of historical water levels to establish design water • Certified Video Ray ROV levels based on king tides, storm events, and long-term sea level rise projections. Operator Recommendations for maintenance and repairs were summarized in a Coastal • Surface Supplied Air Condition and Resiliency Report. Owner: City of Deerfield Beach, Client: Underwater Inspection Geosyntec Consultants, Inc. (Jan 2020—Mar 2020). Certification • Advanced/Rescue/Nitrox NSU Ocean Campus Groin & Wharf Design, Dania Beach, Florida. SCUBA Development of conceptual plans related to relocating the groin and fortifying the wharf and seawall to accommodate a USACE dredging project at the NSU PROFESSIONAL Oceanographic Center. Project included evaluation of existing geotechnical data, AFFILIATIONS navigational feasibility, cost estimating, and wave climate analysis. Coordination • Association of State with U.S. Navy and U.S. Coast Guard to discuss concepts and feasibility. Floodplain Managers, Owner/Client:Nova Southeastern University, (Feb 2020—Present). Member • Florida Floodplain Managers Mooring Buoy Design, Miami, Florida. Provided coastal engineering design for Association, Member new mooring buoys at 6 artificial/natural reef sites in the Atlantic Ocean. The project included sediment probes to determine buoy foundation requirements, engineering design, and preparation of plans and specifications. Project is scheduled to begin construction Summer 2020. Client/Owner: Miami-Dade County, (Oct 2019—Feb 2020). www.CumminsCederberg.com DocuSign Envelope ID:8A38D49D-0147-4D7D-912E-1 C394B896CD4 Jordon P. Cheifet, PE, CFM CUMMINS I CEDERBERG Engineer Lead Coastal &Marine Engineering Coco Plum Beach Nourishment, City of Marathon, Florida. Provided coastal engineering services for a beach restoration project along approximately 1,500 feet of shoreline eroded from Hurricane Irma. Project included beach template design, development of technical specifications, and sediment characterization. Obtained FDEP CCCL permit while coordinating with City staff and local sand mines. Project is scheduled to begin construction Summer 2020. Owner: Monroe County, Client: Bermello Ajamil& Partners, Inc., (Oct 2019—Present). Hillsboro Imperial Condominium Seawall Condition Assessment, Hillsboro Beach, Florida. Performed a condition assessment of 250 feet of seawall fronting the Atlantic Ocean shoreline.An engineering report was developed to document the observed conditions and assist in developing repair and maintenance recommendations based on the severity of damage and results of the initial investigation. Owner/Client: (Hillsboro Imperial Condominium Association, Inc., (January 2020—February 2020). Kristi House Shoreline Stabilization, Miami, Florida. Provided structural/coastal engineering design for 525 feet of shoreline stabilization along an eroded portion of Wagner Creek.The project included a steel sheet pile bulkhead and armor stones with transition grading to the existing upland parking lot. Services performed included scour analyses, wave load analyses,and structure design.The project is currently in environmental permitting with construction expected to commence in 2021. Owner/Client:Miami-Dade County(Oct. 2019-Present). Sailfish Marina Condition Assessment, Palm Beach Shores, Florida. Performed a marine engineering inspection to compare as-built conditions to the approved construction drawings for a new dock, which may not have been constructed following the approved design drawings. A report will be including an assessment of the existing marine structures and a comparison summary with the approved plans,and recommendations for rehabilitation, if applicable. Owner:Sailfish Marina &Resort, Client:Sompo International Insurance (Mar 2020—Present). Vessel Exclusion Zone, City of Deerfield Beach, Florida. Provided coastal engineering design and permitting services for a vessel exclusion zone. Services provided include coordination with the Corps, FDEP, FWC, and Broward County to permit a series of buoys along the City shoreline.The project included sediment probes to determine buoy foundation requirements, engineering design, and preparation of plans and specifications. Also provided construction administration services including an underwater post-construction inspection. Owner/Client: City of Deerfield Beach (Aug 2017—Aug 2019).* Hurricane Irma Repairs, City of Deerfield Beach, Florida. Performed a structural engineering assessment of the International Fishing Pier to evaluate the current condition after damage sustained during Hurricane Irma. Engineering data obtained was used to provide recommendations for repair design. Provided structural engineering design and construction administration services for the repair of the structure. Owner/Client: City of Deerfield Beach (Sep 2017—Apr 2018).* Artificial Reef, City of Deerfield Beach, Florida. Provided coastal engineering design and permitting services for construction of a recreational artificial reef in the nearshore along the Deerfield Beach shoreline. A materials assessment of an existing boulder stockpile was completed along with sediment probes to determine sand depth in the project area. The project included a stability analysis to size the stone size for the design storm and preparation of plans and specifications. Also provided construction administration services including an underwater post-construction inspection. Owner/Client: City of Deerfield Beach, (Dec 2016—Oct 2019)." Storm Berm Nourishment, City of Deerfield Beach, Florida. Provided coastal engineering permitting and design services for a nourishment project along the shoreline damaged by Hurricane Matthew. Services provided include preliminary design and submittal of an FDEP Coastal Construction Control Line (CCCL) permit application. Prepared and submitted a Storm Impact Assessment Report to FEMA for funding assistance. Owner/Client: City of Deerfield Beach, (Oct 2016—Sep 2017).* FEMA Coordination, City of Deerfield Beach, Florida. Provided coastal engineering services to support a FEMA storm damage claim from Hurricane Matthew. Prepared and submitted a Storm Impact Assessment Report to FEMA for funding assistance which included a review of pre-and post-storm surveys, volume calculations, and preparation of cost estimates for the project. Processing of the FEMA damage claim is ongoing. Owner/Client: City of Deerfield Beach, (Oct 2016—Mar 2018).* www.CumminsCederberg.corn DocuSign Envelope ID: 8A38D49D-0147-4D7D-912E-1 C394B896CD4 Leonard Barrera Allen, El CUMMINS I CEDERBERG Coastal Engineer Coastal&Marine Engineering SKILLS & EXPERTISE ✓ Waterfront structural engineering ✓ Coastal resiliency �►I" ✓ Numerical modeling ✓ Coastal sitting and design ✓ Marine and coastal structures ✓ Coastal processes—waves, currents, sediment transport, hurricanes YEARS OF 4i, 401. ‘- EXPERIENCE 4y° _ M • 6 'v; I EDUCATION RELEVANT EXPERIENCE • M. Sc. Ocean Engineering, University of Miami Leonard Barrera Allen is a Project Engineer with experience in the planning, • B. Sc. Civil Engineering, engineering analysis, and design of coastal and waterfront development projects University of Miami in Florida, the Caribbean, and Central America. His experience, ranging from project inception to construction, includes field investigations, inspections, REGISTRATION feasibility studies, marine resources, regulatory permitting, cost estimates, • Engineering Intern, E.I. — comprehensive coastal engineering analyses, numerical modeling, structural Reg. No. 1100019727 design, dredge design, construction drawings, and technical specifications. PROFESSIONAL Leonard has performed the structural design of reinforced concrete seawall AFFILIATIONS panels, streel sheet pile, seawalls, reinforced concrete capping beams, timber • American Society of Civil marinas, and concrete marinas. He has also conducted beach nourishment Engineers (ASCE) project throughout Miami-Dade County and developed numerical models for • Urban Land Institute (ULI) SE coastal processes and floodplain modification studies. Florida/Caribbean Fisher Island Slip Widening Project, Miami, Florida. Dredge and scour protection design for slip widening. Evaluated required dredge elevation based on proposed commercial ferry required under-keel clearance and hardbottom location. Evaluated the scour resulting from the proposed commercial ferry at the slip and determined the protection scheme to prevent scour from the vessel to occur within the slip. Seabed velocities were determined from the proposed ferry's characteristics and the required scour protection (rock diameter, weight, layers, etc.)was determined at the slip (Fisher Island Community Association, Nov. 2016 — January 2020). Reference: Michael Posey; 786-475-2065; mposey@fisherislandfica.com Lake Worth Lagoon Flood Shoal Dredging Project, Palm Beach County, Florida. Performed the coastal engineering analysis and dredge design for the Lake Worth Lagoon Flood Shoal Dredging Project. The coastal engineering analysis included the numerical model of the tidal hydrodynamics at the project site and the modeling of the sediment transport patterns following the dredging of the project. Conducted an analysis of the potential impacts to the local marine resources during dredging operations and developed construction methodologies to prevent impacts to the marine resources(Marine Industries Association of Palm Beach County, Inc., April 2019— Ongoing). Reference: Eric Anderson; 561-233- 2514;EAnderson1@pbcgov.org www.Cumm insCederberg.com DocuSign Envelope ID:8A38D49D-0147-4D7D-912E-1C394B896CD4 Leonard Barrera Allen, El CUMMINS I CEDERBERG Coastal Engineer Coastal &Marine Engineering Dolphin Marina Restoration Dredge Project, Little Torch Key, Monroe County, Florida. Prepared a dredging design for the Dolphin Marina in Little Torch Key. The dredge design included the proposed dredge elevations based on sediment probes conducted at the project site. The construction methodology and material handling procedures were established as part of the required dredging narrative for the permit applications. The dredge footprint was delineated to avoid impacts to existing seagrasses. The quantity of dredging material was estimated using the existing bathymetry and the proposed dredging design template(Little Palm Dolphin Resort Development, LLC, February 2018—March 2018). Reference:Everett Atwell; 863-607-9496;ironwoodvg@tampabay.rr.com Pelican Harbor Marina Dock D Maintenance Dredging Project,Miami-Dade County, Florida. Prepared a dredging design for maintenance dredging of the marina basin at the Pelican Harbor Marina in Miami-Dade County. As part of the dredge design sediment probes were conducted to identify the location of the limestone layer and the thickness of the silt layer. Based on bathymetric surveys conducted at the site, the design dredge template was developed for the proposed area adjacent to Dock "D" at the site. quantities of dredge materials were estimated using a 3-D surface model based on the design dredge template and the bathymetric survey. (February 2019—Ongoing). Sea Breeze Resort Maintenance Dredging, Islamorada, Florida. Prepared a maintenance dredging design for the Seabreeze Resort in Islamorada. Conducted sediment probes as part of the data collection portion for the dredging design. The sediment probes identified the thickness of the silt layer and the location of the hardbottom. Based on the sediment probes and bathymetric survey information,a dredge template was established, and the dredging amount quantified. (March 2018—July 2018) Seahaven Superyacht Marina, Dania Beach, Florida. Engineering design of a marina located adjacent to the Dania cut- off canal. Developed excavation design of the upland area for the marina design and dredging design of the transition area between the Dania cut-off canal and the Marina basin. Conducted engineering calculations for the bulkhead components including steel sheet pile wall, reinforced concrete cap, and batter piles. Developed wave climate design criteria within the marina basin for the development of floating docks at the project (September 2017—January 2020). Little Palm Island Restoration Dredge Project, Munson Island, Monroe County, Florida. Prepared a dredging design for the Little Palm Island Marina in Munson Island. The dredge design included the proposed dredge cross-sections based on data collected from bathymetric surveys at the project site. The developed dredge cross-sections included the cubic yards per linear foot of dredge for each cross-section and the delineation of the hardbottom. (February 2018—March 2018). 1097 Hillsboro Mile Maintenance Dredging Project, Hillsboro Beach, Florida. Prepared a dredging design for maintenance dredging of a private residence in Hillsboro Beach.The material to be dredged was in front of an existing sheet pile retaining wall, and thus the design needed to consider potential stability issues based on the sheet pile characteristics and removed material. Dredge cross-sections were developed based on the stability requirements for the sheet pile wall and vessel under-keel clearance requirements. Quantities of dredge materials were estimated using a 3-D surface model based the bathymetric site and dredge cross-sections. (September 2014—September 2015). Bentley Bay Marina, Miami Beach, Florida. Structural design of 16-slip reinforced concrete marina located in Miami Beach. Conducted engineering calculations for the structural elements of the marina including the reinforced concrete beams, reinforced concrete pile caps, reinforced concrete piles, and the fiberglass grating. Conducted the detailing of structural connections including the beam, pile, and pile-cap interface. (January 2016—August 2017). 14 Street End Seawall, Miami Beach, Florida. Structural design of 85 linear feet of seawall located at the 14th Street end located in Miami Beach. The seawall included two cutouts for a 60-inch diameter reinforced concrete pipe and a 36-inch diameter reinforced concrete pipe. Conducted engineering reinforced capping beams, panels, and piles. In addition, the installation also required a rock revetment located directly in front of the seawall. (September 2014—November 2014) Venetian Way Seawall and Dock, Miami Beach, Florida. Replacement of approximately 70 linear feet of seawall for a private residence in Miami Beach, and addition of new 420 square feet timber dock. Conducted engineering calculations for the reinforced concrete seawall and timber framing. The timber dock contained a boat lift,jet ski lift, and a vertical deck lift. The vertical deck lift was designed to lower occupants into boats for ease of access. (June 2014—November 2014). www.CumminsCederberg.com DocuSign Envelope ID:8A38D49D-0147-4D7D-912E-1C394B896CD4 Danielle H. Irwin, CFM, PWS, LEED AP CUMMINS I CEDERBERG Environmental Permitting & Policy Coastal&Marine Engineering SKILLS & EXPERTISE • ✓ Beach nourishment and nearshore hardbottom • s ✓ Coastal construction permitting and mitigation • � ✓ Hardbottom impacts and mitigation i ✓ Sustainable waterfront systems V Seal level rise and coastal resiliency ✓ Marine construction (mooring fields, seagrass, seawalls) ✓ Riparian rights and recreational waterways • \ YEARS OF ft ggg4� •0 EXPERIENCE e III I' • ■ 20 I( � x.*AtBO J , 800�OOm r: �r Op�Q 7•. EDUCATION ■ M.Sc. Oceanography, Florida RELEVANT EXPERIENCE State University ■ B.A. Environmental Studies, Danielle Irwin has 20 years of experience in the field of water resource University of Southern management including environmental assessment, monitoring, planning and California regulatory permitting in the State of Florida. She can quickly evaluate complex • B.Sc. Biology, University of scientific information related to wetlands, benthic ecosystems, and surface waters Southern California and communicate it to the public and elected officials for decision-making purposes. CERTIFICATIONS ■ Certified Floodplain Manager Her regulatory experience includes oversight of statewide programs including ■ Professional Wetland Beaches, Inlets and Ports Joint Coastal Permitting, Coastal Construction Control Scientist Line Permitting, Environmental Resource Permitting, Beach Management • LEED Accredited Funding Assistance, Mitigation Banking, Mining, and Oil and Gas Regulation. Her Professional BD&C background is key to facilitating project development from a policy, permitting, and funding perspective. PROFESSIONAL AFFILIATIONS Hillsboro Inlet Management, Broward County, Florida. Assisted the District with ■ Florida Association of their inlet management activities including their dredging projects, annual bypass Environmental Professionals, reporting, permitting of their inlet improvements to the jetty, marine resource Tallahassee Area Chapter mapping and compliance assistance. Obtained the environmental permits and Board Member sovereignty submerged lands easement for the jetty improvements. Coordinated ■ Florida Floodplain Managers coral transplantation from the jetty to an artificial reef, including monitoring. 2016- Association 19. Reference:John "Jack"Holland, (561) 479-5627, pappajackbc@gmail.com ■ Association of State Floodplain Managers Fisher Island Club Visitor Marina Improvements, Miami, Florida. • Florida Shore and Beach Environmental permitting for marina improvements including dredging, pier replacements, and consolidation/expansion of multiple sovereignty submerged Preservation Association lands authorizations covering the marina basin, breakwater and jetty. 2017-19. ■ Society of Wetland Scientists Reference:Jim Watkins, (305) 588-2648, marina©fisherislandclub.com St. Lucie Inlet, Martin County, Florida. Coordinated and oversaw the FDEP review and approval of the update to the sediment budget, sand bypassing volume, and Inlet Management Plan. Negotiated agreements with the County, City of Jupiter Island, and residents on inlet dredging and beach placement frequency and locations. 2014-15. Reference:Kathy Fitzpatrick, (772) 288-5429, kfitzpat@martin.fl.us www.Cummins Cederberg.corn DocuSign Envelope ID:8A38D49D-0147-4D7D-912E-1 C394B896CD4 Danielle H. Irwin, CFM, PWS, LEED AP CUMMINS I CEDERBERG Environmental Permitting & Policy Coastal &Marine Engineering Nova Southeastern University Waterfront Improvements, Fort Lauderdale, Florida. Provided environmental permitting, impact analysis and policy support for NSU in relation to the proposed Port Everglades channel dredge expansion project. The NSU project includes dredging a berth, retrofitting the wharf and groin, realigning the marina basin channel and negotiation with the USACE, Navy, USCG, County, and Port. PortMiami Environmental Monitoring, Miami, Florida. Performed biological monitoring of the artificial reef associated with Port Deepening.Analyzed field data and drafted the monitoring report for permit compliance.Oversaw biological monitoring and reporting associated with hardbottom impacts and seagrass mitigation monitoring/reporting. Assist in environmental permit compliance efforts. JaxPort Navigational Channel Deepening Project, Jacksonville. Florida. Expert witness for the Port's legal defense of the Florida Department of Environmental Protection permit in preparation for an administrative hearing. Focused expertise on state regulatory and proprietary statutes and rules, the St. Johns River submerged aquatic vegetation and floodplain wetlands, and project assessment in terms of salinity, turbidity and water level. Sebastian Inlet District State Lands, Miami-Dade County, Florida. Coordinate with the FDEP Division of State Lands to reauthorize expired submerged land and upland easements, as well as adding new easement areas in the upland for pipeline staging and dredged materials management, all related to maintenance of the inlet. Summerhaven River Restoration, St. Augustine Port, Waterway & Beach District, St. Johns County, Florida. Coordinated the FDEP review and approval of the Joint Coastal Permit for large-scale dredging project to restore a historical river in St. Johns County. Project involved shorebird mitigation coordination with FFWCC, sand excavation, and dune and beach nourishment for sand disposal. Indigo Branch Drainage Basin, Clay County, Florida. Bank evaluation of channelized stream through urban communities including riparian wetland assessment. Evaluated proposed flow attenuation approaches and bank stabilization methods in conjunction with the project civil engineer. Permit processing involving SJRWMD &ACOE. Bal Harbour Coastal Program Management, Village of Bal Harbour, Florida. Provided ongoing coastal management support for the Village including development of a Village-wide dune restoration plan, permitting and design of a beach nourishment project, providing drone aerial surveys of the Village shoreline, and representing the Village on the Bakers Haulover Inlet Technical Advisory Committee. Post Hurricane AlA Reconstruction, Ft. Lauderdale, Florida. Coordination of FDEP staff review for re-construction of storm damaged North Ocean Blvd. (aka State Road A1A). The project included reconstruction of the road, dune enhancement and plantings, sidewalk, curb and gutter demolition and reconstruction, construction of a decorative and retaining wall with pedestrian cut outs, new stormwater runoff management system, hot spot nourishment, and reconstruction of street accesses, driveways and entrances. Martin County Artificial Reefs, Marin County, Florida. Performed sidescan sonar surveys of artificial reef structure to comply with FWC grant requirements and biological assessment of the health of the artificial reef in compliance with monitoring requirements in the County's permits from the U.S. Army Corps of Engineers. City of Miami DDA Resiliency Guidelines, City of Miami, Florida. Drafted shoreline resiliency guidelines for the City's Downtown Development Authority including recommended seawall elevation standards and living shoreline best management practices. Surf Club Re-Development, Surfside, Florida. Consulting services for the re-development of the 9-acre historic Surf Club property including oversight of the Coastal Construction Control Line Permitting, 100-Year Storm Impact Analysis, review of exterior lighting for the protection of marine turtles; and sand management with beach nourishment. Directly involved in resolving non-compliance issues resulting in multiple Consent Order detailing the sand removal and replacement activities required by FDEP. Oversaw implementation of sand replacement effort. www.CumminsCederberg.corn DocuSign Envelope ID: 8A38D49D-0147-4D7D-912E-1 C394B896CD4 Gina Chiello CUMMINS I CEDERBERG Coastal&Marine Engineering Senior Marine Scientist & Environmental Permitting SKILLS & EXPERTISE ✓ Environmental permitting and compliance ,/ Sovereign submerged lands .7Biological assessments and marine resource mapping ✓ Environmental Impact Assessment/Environmental Impact Statement ✓ Mitigation assessment, planning, and monitoring YEARS OF ( ll i,r , EXPERIENCE �� ` yfcl I Ail • 12 RELEVANT EXPERIENCE EDUCATION • Graduate Certificate GIS, Gina Chiello oversees engineering and environmental permitting projects from Florida Atlantic University start to finish, including all environmental fieldwork, environmental permit • B.Sc. Marine Biology, processing, and permit compliance. As a former reviewer with the Florida University of West Florida Department of Environmental Protection (FDEP), Gina has a strong background in regulatory proceedings, including environmental and land use regulations at CERTIFICATIONS the local, state, and federal levels. Gina also played an instrumental role in the • NAUI Rescue Diver; PADI FDEP Dive Team during her time with the Department. Gina has extensive Enriched Air Nitrox Diver experience planning and conducting habitat characterizations, impact (IAND/EANx) assessments, marine resource surveys and biological monitoring throughout • American Academy of South Florida and the Caribbean. Gina's professional knowledge and experience Underwater Sciences (AAUS) with permitting and marine resource surveys across a variety of programs and Scientific Diver Certified, sites, have equipped her to successfully implement projects while meeting Florida Atlantic University regulatory challenges. 2013, • AAUS Compliant Lake Worth Inlet Flood Shoal Dredging, Riviera Beach, Florida. Project • Florida Department of Manager for dredging of the flood shoal north of Peanut Island Park. Project Environmental Protection includes dredging approx. 116,000 CY of material to restore the flood shoal to Stormwater, Erosion and historical conditions functioning as an area for sand to deposit.Approx. 0.65 acres Sedimentation Control of seagrass will be impacted. Responsible for assisting with coastal engineering Inspector analysis objectives, processing permits through FDEP and USACE, mitigation planning, and public outreach (Marine Industries Association of Palm Beach County, Inc., May 2018— Ongoing) Reference:Alyssa Freeman; 561-863-0012; PROFESSIONAL alyssa@marinepbc.org AFFILIATIONS • America Academy of Pelican Harbor Marina, Miami, Florida. Assisted with permitting a dredging Underwater Sciences project to remove sediments that have accumulated in the slips at the marina, (AAUS), Individual Member rendering the slips non-functional. Permits were processed through DERM, FDEP • Florida Association of and USACE (Miami-Dade County PROS, May 2018—Ongoing). Reference:Jose Environmental Professionals Gonzalez; 305-755-7833;jose.gonzalez5@miamidade.gov (FAEP), Treasure Coast Bal Harbor Village Benthic Mapping and EFH Assessment, Haulover Inlet, Chapter(TCC), Treasurer Florida. The USACE is proposing to dredge the Baker's Haulover Inlet ebb shoal • Urban Land Institute (ULI) SE and place the material on adjacent Town of Bal Harbor shoreline. Marine biologist Florida/Caribbean, Member for large-scale habitat mapping and characterization study of seagrass, • Environmental and Land Use macroalgae and hardbottom communities to support permitting and NEPA efforts, Law Section (FLUES)of the as well as future monitoring design. Also provided ESA Section 7 consultation Florida Bar support and Essential Fish Habitat Assessment (LG2 Environmental Solutions, www.CumminsCederberg.com DocuSign Envelope ID:8A38D49D-0147-4D7D-912E-1 C394B896CD4 Gina Chiello CUMMINS I CEDERBERG Coastal &Marine Engineering Senior Marine Scientist & Environmental Permitting Inc., October 2019—December 2019). Reference: Mark Howell; 904-363-1686;mhowell©Ig2es.com Miami Harbor Phase Ill — Compliance Monitoring, Miami, Florida. Conducted compliance monitoring for 250 relocated non-Acropora coral colonies and 76 control corals for the Miami Harbor Phase III Federal Channel Expansion Project in order to evaluate impacts related to the Project. Work involved locating colonies and tagging colonies, taking photographs, measuring colony size, identifying stress indicators, and assessing tissue color and partial mortality. Monitoring reports were prepared per the project specific permit conditions. Miami Harbor Phase Ill—Seagrass Monitoring,Miami, Florida.Conducted field installation of transect pins and conducted pre-construction baseline seagrass monitoring consistent with FDEP Permit requirements to determine actual amount of seagrass impacts that result from project equilibration relative to mitigation obligations. Conducted one-year post construction biological and bathymetric surveys and reporting. Monitoring reports were prepared per the project specific permit conditions. PortMiami Terminal H Maintenance Dredging, Miami, Florida. Conducted a marine resource survey in order to assess an area of approximately 62,375 square feet of submerged bottom at the east end of Port Miami, adjacent to the Pilot Station, and determine whether significant marine resources such as seagrass or corals are growing on the substrate to evaluate impacts related to the Project. A Field Observation Report was prepared. Currie Park Boat Ramp, West Palm Beach, Florida. Conducted a marine resource assessment of the submerged lands, as required by the environmental regulatory agencies to evaluate impacts related to the proposed project consisting of a boat ramp, new navigation channels, and staging docks, and as required to secure permits for the proposed project.A Field Observation Report was prepared documenting the extent, species, and density of existing marine resources. Processed and secured permits from the USACE, FDEP, USCG and FWC. Black Point Marina Shrimp Boat Dock, Miami, Florida. Project manager and lead biologist for a commercial shrimping docking facility project which required dredging of Gould's Canal, to accommodate the vessels. Performed a qualitative marine resource and vegetative survey along approximately 600 linear feet of shoreline at the Project site. The survey identified the location, density, and species of natural resources(seagrass and mangroves).The findings of the survey were summarized in the Field Observation Report, which was considered for the design of the dock structures to minimize and avoid impacts to mangroves and seagrass observed within the proposed Project footprint. Processed permits through DERM, FDEP and USACE to obtain approvals for the proposed construction activities. DERM permitting required approval through the Board of County Commissioner(BCC) Public hearing process. Environmental Permitting and Engineering Consulting Services for Shoreline Stabilization and Dock at Coastal Towers, City of Sunny Isles Beach, Florida. Managed the environmental permitting for this Project, involving extensive project team and agency coordination relative to avoidance and minimization of impacts to marine resources. Gina reviewed the Project marine resource assessments and worked with staff to quantify unavoidable impacts to resources and subsequently prepare a mitigation plan. Gina conducted a mitigation assessment via the Wetland Environmental Assessment Technique(WATER) used to determine the amount of mitigation credits that should be purchased to offset the unavoidable impacts to seagrass. Additionally, Gina coordinated and reviewed the tree survey conducted along the shoreline, as 72 trees needed to be removed as part of the upland excavation associated with the Project, and coordinated with DERM and the City of Sunny Isles Beach to quantify the required mitigation based on tree canopy loss. Gina coordinated with an arborist to prepare a planting plan and coordinated with the mitigation bank, the City of Sunny Isles Beach, DERM, FDEP, NMFS and USACE to obtain the required mitigation documents and environmental permits for the proposed Project. Gina led permit compliance efforts and documentation to ensure the Project was constructed as authorized by the regulatory agencies. OUTREACH FAEP Seagrass Identification and In-Water Workshop, Miami, Florida. Assisted in the preparation and presentation of a seagrass identification workshop hosted by the SFAEP.The workshop was open to students, government employees and consultants, and provided training in seagrass identification and seagrass survey methodologies. (September 2019) www.Cumm insCederberg.corn DocuSign Envelope ID:8A38D49D-0147-4D7D-912E-1C394B896CD4 Jason Taylor, PE CUMMINS ( CEDERBERG Senior Project Engineer & Underwater Inspector Coastal&Marine Engineering SKILLS & EXPERTISE OZ1 • j ✓ Above and below water inspections ✓ Bulkhead and seawall design )1k- y V Fixed and floating marina design J V Vessel mooring/berthing analysis V Construction administration and inspections /1. V New construction, repairs, retrofits and forensic analysis YEARS OF �• • ` t4.�..... =. EXPERIENCE —+ - i jt • 22 • EDUCATION RELEVANT EXPERIENCE • M.Sc. Structural Engineering, Stanford University As a Senior Project Engineer, Jason is responsible for the structural inspection, • B.Sc. Civil Engineering, design and construction administration for marine structural engineering projects. Stanford University He holds a master's degree in Structural Engineering from Stanford University and has twenty-two years of experience as a structural engineer with a focus on CERTIFICATIONS coastal and marine structures. Jason has completed marine structure projects in • Florida PE No. 60277 the US and the Bahamas, including ports, fender systems, mooring dolphins, • Special Inspector bulkheads, seawalls, docks and piers. Jason is also a certified diver and leads • Certified Diver the underwater structural inspection team. • Advanced open water scuba Seahaven Superyacht Marina, Dania Beach, Florida. Marina design and PROFESSIONAL construction administration services for approximately 1,200 feet of new bulkhead AFFILIATIONS for a deep-water yacht basin located in the Dania Cut-Off Canal. Part of the canal • American Institute of Steel was excavated to create a new marina basin connected to the canal for this 40- Construction slip superyacht marina. Bulkhead consists of steel sheet piling with concrete • American Concrete Institute batter piles and reinforced concrete capping beams. Design criteria for a floating dock was also prepared including anticipate mooring loads. Construction administration services included review of contractor payment, site observations with reports, pile driving logs, materials testing, final inspection, environmental permit close out services, and underwater inspections. (Seven Kings Holdings, Inc., December 2017— November 2019). Reference: Ken Blair; 561-625-9443; Ken@SKHOLDINGS.corn Ocean Breeze RV Park, Marathon, Florida. Structural design of steel sheet pile bulkhead and timber dock structures to replace existing structures which experienced damaging impacts of Hurricane Irma in 2017. (Sun Communities, October 2017 — May 2020). Reference: Brad Pinover; 248-327-8109; BPinover@suncommunities.com Sea Breeze RV Park, Islamorada, Florida. Project consisted of engineering design of marina basin and channel dredging, and structural design of bulkheads, shoreline stabilization and marina components that experienced damaging impacts of Hurricane Irma in 2017.Responsible for structural design of steel sheet pile bulkheads, and timber dock structures for the associated marina basins. (Sun Communities, September 2017—June 2020). Reference:Brad Pinover;248-327- 8109;BPinover@suncommunities.corn www.CumminsCederberg.com DocuSign Envelope ID:8A38D49D-0147-4D7D-912E-1C394B896CD4 Jason Taylor, PE CUMMINS I CEDERBERG g Senior Project Engineer & Underwater Inspector Coastal &Marine Eninccrin Bay Harbor Islands, Miami, Florida. Above and underwater inspection and condition assessment of approximately 20,000 feet of seawall, rock revetment and dock structures along the three Bay Harbor Islands. The focus of the inspection was to identify cracks, spalling, corrosion, deterioration, damage and/or displacement as well as excessive undermining or sediment transport along the toe of seawalls. The planning of the project includes analysis of the inspection findings to determine rehabilitation and/or replacement of the existing structures with respect to age, condition, and sea level rise resiliency. (Chen Moore & Associates, February 2018 — October 2019). Reference: Gregory Mendez; Gmendez@chenmoore.com. Sunset Harbour Yacht Club, Miami Beach, Florida. Repairs of concrete slabs, caps and piles for 125 slip yacht marinas. Environmental permit applications were prepared and processed with the Miami Dade County Regulatory and Economical Resources Department, Florida Department of Environmental Protection and US Army Corps of Engineers. Detailed repair drawings were prepared with specific criteria to minimize impacts to adjacent structures, including the removal and replacement of severely deteriorated deck slabs. Construction administration services were provided to review in accordance with construction documents and environmental permits. Costa Brava Marina, Miami Beach, Florida. Costa Brava Condominium Association. Engineering support through construction bid management process, including bid evaluation, contractor selection and construction administration. Construction administration services included special inspector, review of change orders, review of contractor submittals, payment applications and material specifications. Coordinated with the contractor to keep the project on budget and schedule. Specifically, following construction initiation access to the Island was restricted due to an unexpected weight restriction on nearby bridges following unrelated damage. To resolve this, Cummins Cederberg coordinated with the City as well as the concrete supplier and obtained special permits specifically for the concrete trucks. Bentley Bay Marina, Miami, Florida. Cummins Cederberg designed a new marina utilizing concrete piles, cap and beams with grated decking, as required to allow for adequate light penetration to reach the submerged bottom supporting seagrass habitat. Design services also included material selection and coordination of utilities. Jason performed construction administration including bidding, inspections, field reports and permit close-out. North Bulkhead Repair, Port of Miami, Miami, Florida. Design of underwater repairs for steel sheet pile bulkhead. Repairs included welded steel cover plates,cement bag armoring and installation of jet filters. Bimini Bay Ferry Terminal, Bimini Islands, The Bahamas. Design of 30'W x 1,600 LF access pier for new cruise terminal. Precast concrete planks, caps and steel pipe piling supporting truck traffic. Concrete topping slab pavement. Steel sheet pile abutment at island. Port Everglades Ship Unloader Upgrade, Fort Lauderdale, Florida. Marine engineering and structural analyses of existing unloader foundation for gravity loads from various machines for a new unloader which required retrofit or replacement of the existing substructure at the unloader fairway.The analyses focused on a proposed retrofit and a preliminary design was conducted as a feasibility study with modifications to the wharf structure that need to be made to support its operation at the Port Everglades facility. Universal Marine Center, Fort Lauderdale, Florida. Component design and inspection for yachting facility on the South Fork of the New River. Structural design plans and construction administration for new steel sheet pile bulkhead with concrete batter piles, steel pipe mooring piles for floating docks, timber dolphin clusters. 125' LOA design vessel. Following the design, Jason served as special inspector and provided construction administration throughout the duration of construction. Derecktor Megayacht Yard Travel Lift Piers, Dania Beach, Florida. Marine engineering services for the extension and relocation of existing travel lift piers located at the Derecktor shipyard. Designed pier extensions associated with 900-ton travel lift and new piers for relocation of a 200-ton travel lift. Managed the bidding process, assisted and made recommendations for contractor selection. www.Cumm ins Cederberg.com DocuSign Envelope ID:8A38D49D-0147-4D7D-912E-1 C394B896CD4 Christie Hurley CUMMINS I CEDERBERG Senior Marine Scientist & Environmental Permitting Coastal&Marine Engineering SKILLS & EXPERTISE 11%... ✓ Environmental Permitting and Compliance ✓ Sovereign Submerged Lands and Easement Permitting ✓ Biological Assessments and Marine Resource Mapping ✓ Environmental Impact Assessment and Minimization Analysis ✓ Mitigation Assessment, Planning and Monitoring 4 . lik... .....:k.tiau.1 44 'le V Grant Funding Assistance and Compliance tri" -' # `+. III YEARS OF F i EXPERIENCE .-- - f t; „ ;. - 4. T. EDUCATION RELEVANT EXPERIENCE • M.Sc. Biology, Florida Atlantic University Christie Hurley is Project Manager and Marine Biologist with over 17 years of • B.A. Anthropology, Minor in experience in the fields of environmental monitoring, assessment, planning, Ecology& Evolutionary reporting, as well as federal, state, and local regulatory permitting, permit Biology, University of Arizona compliance, and closeout to support the firms'commitment to sustainability on all Cummins Cederberg projects. CERTIFICATIONS • DAN (First Aid, CPR, AED, & She is responsible for managing projects including, dredge and fill projects, Oxygen) international, municipal and private marinas, municipal beach nourishment and • Florida Master Naturalist coastal structure projects, shoreline protection projects, and mooring field • NMFS/MMS Marine projects. She is well versed in grant research and funding applications, due Mammal/Protected Species diligence/feasibility studies, environmental resource surveys including seagrass, Observer hardbottom/reef and coral monitoring and mapping, preparation of management • NITROX plans, contingency mitigation plans, and resource monitoring plans. • US Power Squadron Piloting • US Power Squadron Safe Fisher Island Sand Tightening Project, Miami-Dade County, Florida. Boat Operation Completed a seagrass/hardbottom mapping and coral survey/report in support of • PADI Rescue Diver the upcoming sand tightening project. The Main Beach and Club Beach terminal • PADI Advanced Diver groins along the eastern portion of Fisher Island are permeable, allowing sand to • PADI Open Water Diver escape the beach and is affecting beach performance and causing shoaling in the adjacent marina. Held pre-application meetings and prepared permit PROFESSIONAL applications through Miami-Dade County DERM, the FDEP, and the Corps to AFFILIATIONS authorize construction activities. Additionally, had discussions with FWC • America Academy of regarding securing a Special Activity License for relocating corals and have Underwater Sciences (AAUS) negotiated no relocation mitigation to be necessary. Currently working processing — Individual Member permits. (Fisher Island Community Association 2018—Ongoing) Reference:Nick • South Florida Association of Azar; 305-968-1688;nazar@fisherislandfica.com Environmental Professionals (SFAEP) Miami Harbor Phase III Federal Channel Expansion Project Miami, Florida. • Treasure Coast Chapter Project Manager responsible for overseeing, budgeting, scheduling, supervising Florida Association of staff, data collection, and report preparation for five separate marine resource Environmental Professionals surveys including coral health, coral transplantation survivorship, Acropora (TCCFAEP) cervicornis monitoring, artificial reef and 5 years of seagrass monitoring projects • South East Florida Coral Reef over 8 acres in conjunction with the Project. (Miami Harbor 2012-2018). Initiative (SEFCRI) Reference:Becky Hope; 305-347-4972;bhope@miamidade.gov www.CumminsCederberg.com DocuSign Envelope ID: 8A38D49D-0147-4D7D-912E-1 C394B896CD4 Christie Hurley CUMMINS I CEDERBERG Coastal &Marine Engineering Senior Marine Scientist & Environmental Permitting The Bay Public Waterfront Project, Sarasota, Florida. The Bay is an environmental, resilient revitalization of the public waterfront in downtown Sarasota. Conducted a large-scale marine resource assessment of 43 acres of submerged lands within Sarasota Bay in 2018, as well as a follow up refined marine resource survey of the Phase I Project area in 2019 based on the revised conceptual designs for the Project. The 2018 marine resource investigation included 43 acres of the submerged lands along Sarasota Bayfront offshore of Centennial Park and the Van Wezel Properties. The survey involved monitoring of 20 transects (200 to 300 ft long), as well as three additional areas of investigation which confirmed the presence and density of three seagrass species (Thalassic testudinum, Syringodium filiforme, and Halodule wrightii), as well as the location, dimensions and health of stony corals. The 2019 survey included a marine resource investigation of the submerged lands along Sarasota Bayfront offshore of the Van Wezel Property in support of environmental permitting of Phase I of the Project.The survey involved monitoring of nine transects(approximately 300 ft long), as well as two additional areas of investigation which confirmed the presence, density and seagrass edge of the mouth of the mangrove creek and within the riprap beach area south of the mangrove creek. The survey confirmed the presence and density of four species of seagrass(Thalassic testudinum, Syringodium filiforme, Halodule decipiens and Halodule wrightii),as well as the location, dimensions and health of stony and soft corals. Additionally, directed a mangrove and exotic vegetation mapping survey and researched and prioritized applicable grants to fund the proposed Project. Presented the results of these surveys to the Corps, FDEP, and SWFWMD during pre-application meetings and solicited feedback. Once permit drawings are ready, will prepare and process environmental permit applications for State and Federal permits for Phase I. (The Bay Park Conservancy—2018—ongoing). Reference: Bill Waddill; 941-266-1717; Bill.waddill@sbpo.org Village of Key Biscayne Beach Renourishment Project, Key Biscayne, Florida. Provided Project management,planning, and permitting services, as well as conducted biological surveys for the Village of Key Biscayne related to beach renourishment of 1.1 miles of beach. Conducted resource assessments of the proposed offshore borrow areas, nearshore seagrass edge mapping to facilitate project design, and permitting. Prepared a Project specific Biological Monitoring Plan for agency approval prior to commencement of construction. Conducted Braun Blanquet monitoring along twenty-seven 35- meter-long transects to establish a baseline for evaluation of any unanticipated project related impacts. Prepared Field Observation Reports documenting the findings of the borrow area surveys, nearshore seagrass edge surveys, and Braun Blanquet monitoring data, and three years of shorebird monitoring with report submittal to the environmental regulatory agencies. Prepared annual FDEP Local Government Funding Requests each year and coordinated awarded grant funding with FDEP. Flagstone Island Gardens, Megayacht Marina Project, Miami-Dade County, Florida. Conducted an in-water assessment of all biological resources located within two large dredge holes.The dredge holes were filled by clean dredge spoil material as part of the dredging design and environmental mitigation for the 50-slip mega-yacht harbor, accommodating vessels up to 450 feet long. Utilized a Trimble AgGPS Differential Global Positioning System (DGPS) to very accurately map the location of existing marine resources to ensure that no adverse impacts will be suffered by the placement of fill. Also evaluated the donor seagrass areas for the project, noting seagrass species composition, density, and suitability for transplantation onto the clean dredge spoil. Currie Park Staging Docks Project, West Palm Beach, Florida. Project Manager responsible for the permitting of an Environmental Resource Permit, Corps Individual Permit, U.S Coast Guard PATON Permit, and FWC Uniform Waterway Marker Permit for the staging docks, dredging and channel markers adjacent to Currie Park in West Palm Beach, Florida. Also conducted the marine resource survey and seagrass mapping for the planning and design of the Project. Collier County Beach Renourishment Project 2003 and 2006/Doctors Pass Maintenance Dredging, Collier County, Florida. Three years of experience working in Collier County as a Principal Investigator for environmental permitting and seagrass monitoring for the Doctors Pass Inlet Maintenance Dredging Project and as a project scientist for the Collier County Beach Nourishment Project, Collier County, FL (2004-2006). Conducted nearshore hardbottom edge mapping, biological monitoring using BEAMR methodology on nearshore transects, a resource investigation along the nearshore spoil, a seagrass survey along the shoal at Doctors Pass Inlet and assisted with data analysis and report preparation of the Marine Resource Investigation Report for the North Collier County, FL Beach Renourishment Project. Collins Canal Dredging Project, Miami-Dade County, Florida. Conducted a seagrass survey using random sample analysis along 7,000 linear feet of Collins Canal, south end of Lake Pancoast and 300 linear feet of Indian Creek in 2004. www.Cummins Cederberg.com DocuSign Envelope ID: 8A38D49D-0147-4D7D-912E-1 C394B896CD4 Anne E. Laird CUMMINS I CEDERBERG Senior Marine Scientist Coastal&Marine Engineering SKILLS & EXPERTISE ✓ Environmental coastal habitat characterization and mapping ✓ Environmental Impact Assessment ✓ Mitigation planning and implementation V Impact assessment and restoration ✓ Coral and seagrass relocation and monitoring IOW YEARS OF "� EXPERIENCE ms's` • 23 RELEVANT EXPERIENCE EDUCATION • M.Sc. Marine Environmental Anne Laird is Project Manager and Marine Biologist with over 23 years of Science, Nova Southeastern experience performing and managing coastal habitat assessments, restoration, University and monitoring programs within the U.S. and internationally. She is an • B.Sc. Biological Science, experienced professional with a background in program management, University of Tennessee scientifically sound project execution, and interdisciplinary team coordination. CERTIFICATIONS Prior to consulting, she provided government oversight for a federally managed • PADI Open Water program in the Florida Keys, performed Natural Resource Damage Assessments • SCI Advanced Diver (NRDA) for seagrass and coral reef injuries, assisted in the development of the • NOAA Science Diver National Environmental Policy Act (NEPA)-compliant Final Programmatic • IANTD Enriched Air Nitrox Environmental Impact Statements (PEIS) for both coral reef and seagrass Diver restoration in the Florida Keys and/or Flower Garden Banks National Marine • AAUS Compliant Scientific Sanctuaries, and conducted habitat characterizations and monitoring within coral Diver and seagrass habitats. • Certified USCG Safe Boating and Seamanship Skills Bal Harbor Benthic Mapping and EFH Assessment, Haulover Inlet, Florida. • American Heart Association Conducted a benthic survey of natural resources of a proposed dredge area and Heartsaver Fist Aid CPR AED surrounding borrow areas to map the extent, and characterize, benthic habitats • DAN Oxygen First Aid for present including seagrasses and other potential marine resources of concern Scuba Diving Injuries (e.g. corals) using novel techniques due to high currents and extensive vessel traffic. Multiple species of seagrass, including the threatened Johnsons' seagrass (Halophila johnsonii) were identified and mapped. Drafted an Essential Fish PROFESSIONAL Habitat Assessment as part of a NEPA-Compliant Environmental Assessment for AFFILIATIONS the project (LG2 Environmental, October 2019 — April 2020) Reference: Mark • America Academy of Howell; 904-363-1686 ext. 109; mhowell@lg2es.com Underwater Sciences (AAUS) The Bay Park Conservancy Benthic Habitat Mapping and Characterization, — Individual Member Sarasota, Florida. Performed a thorough literature search on studies and projects • Florida Association of related to stormwater improvements in the general Sarasota Bay watershed and Environmental Professionals project areas. Using scientific diving and marine resource survey methods, • Women of WEDA (Western conducted a thorough habitat mapping and characterization of approximately five Dredging Association) (5) acres of seabed to assist in the permitting and long-term habitat monitoring efforts (Bay Park Conservancy, May 2020 — Ongoing). Reference: Bill Waddill; 941-266-1717; bill.waddill@bayparkconservancy.com Great Stirrup Cay Coral and Seagrass Mapping. Berry Islands, The Bahamas. Performed a habitat mapping project to identify at-risk resources, including seagrass and coral colonies, related to proposed coastal construction on a private island in the Bahamas. Additional marine surveys are planned in association with www.CumminsCederberg.com DocuSign Envelope ID:8A38D49D-0147-4D7D-912E-1C394B896CD4 Anne E. Laird CUMMINS I CEDERBERG Coastal &Marine Engineering Senior Marine Scientist pier construction (Bermello Ajamil & Partners, Inc. February 2020— Ongoing). Reference: Doug Westfall; 321-228-8925; dwestfall@bermelloajamil.corn Port of Miami Harbor Deepening Project—Coral Relocation and Seagrass Mitigation and Monitoring, Miami, Florida. Project Manager and Chief Scientist for the relocation of coral colonies from the channel to both natural habitat and artificial reef and creation of over 14 acres of seagrass habitat using specialized techniques and perform immediate post-restoration seagrass monitoring at fixed transects and stations within a filled dredge hole. See Miami Seagrass Restoration Prepared a Dive Operations Plan for review and approval by the U.S. Army Corps of Engineers for scientific diving operations (EM- 385 compliant) for activities within Biscayne Bay and offshore waters on the second and third reef tracks off Miami-Dade County. Assisted in UMAM analysis (Great Lakes Dredge and Dock, —September 2015- July 2016). Reference: Chris Pomfret;239-250-097; cpomfret@gldd.com Seagrass Survey for Planned Dock Modifications in Lake Worth Lagoon. Riviera Beach, Florida. Conducted a seagrass survey on the west side of Peanut Island in Riviera Beach, Florida in support of planned dredging and dock modifications for Viking Yachts. Methods included standard line-intercept mapping techniques and cover-abundance estimates using the Braun-Blanquet technique. Maps were created showing the location of all seagrass, and coverage, including the threatened Halophila johnsonii. Village of Key Biscayne Seagrass Mitigation and Monitoring Program, Key Biscayne, Florida. Project Manager and Chief Scientist for a large-scale, long-term (7 years) seagrass mitigation and monitoring program for the Village of Key Biscayne, Florida. The program was unique in that the seagrass included mixed species over a wide geographic range and multiple jurisdictional and watershed areas. The program including pre-mitigation mapping, mitigation planning, negotiation with state and local agencies, seagrass transplantation, and monitoring across fixed transects and stations over a period of 7 years. Ultimately 1.33 acres of seagrass including turtle grass (Thalassia testudinum), manatee grass (Syringodium filiforme)and shoal grass (Halodule wrightii) was completed to offset impacts from beach nourishment projects. Seagrass Mitigation Project, Oregon Inlet, North Carolina. Identify and delineate locations of proposed bridge pilings and remove seagrass for relocation and planting to pre-determined restoration area. Divers used novel jet probes and 'sod- rolling' techniques to harvest the seagrass. Seagrass was kept underwater or in flowing seawater to minimize desiccation prior to relocation. Florida Inland Navigation District. Jupiter, and Stuart Florida. Conducted pre-and post-construction seagrass surveys within the Intracoastal Waterway near the Jupiter and St. Lucie Inlets in association with maintenance dredging activities sponsored by the Florida Inland Navigation District and the U.S. Army Corps of Engineers. Florida Power and Light Submarine Cable Clearance Assessments. Multiple Locations, Florida. Performed multiple seagrass habitat surveys associated with cable repairs in the Intracoastal Waterway, northern estuaries, Biscayne Bay, and other coastal waterbodies on the east and west coasts of Florida. Surveys were conducted within established construction corridors using DGPS and divers quantitatively determined the spatial extent and cover-abundance estimates of all submerged aquatic vegetation. Benthic Habitat Characterization Naval Air Station, Key West, Florida. Key West, Florida. Lead scientist for seagrass habitat mapping within five maritime areas owned and operated by Naval Air Station Key West (NASKW). Surveys were conducted over approximately 135 acres of seabed. Video transects and quantitative sampling of submerged aquatic vegetations were conducted across each area and included a seagrass assessment using the commonly used Braun- Blanquet(B-B)technique. Nearshore Hardbottom and Coral Surveys offshore Hillsboro Beach, Hillsboro Beach, Florida. Supporting scientist for monitoring of nearshore hard bottom and coral communities, including coral health assessment surveys, offshore Hillsboro Beach, Florida prior to, during, and following beach restoration and offshore dredging activities. Habitat Characterization U.S. Customs and Border Protection, Ponce, Puerto Rico. Conducted extensive biological resources survey and habitat characterization within and immediately adjacent to the U.S. Customs and Border Protection (CPB) marine facility. The work was required to obtain authorization for repairs and alterations to the marine facility. www.Cummins Cederberg.com DocuSign Envelope ID: 8A38D49D-0147-4D7D-912E-1 C394B896CD4 Jessica C. Ward CUMMINS I CEDERBERG Senior Marine Scientist Coastal&Marine Engineering SKILLS & EXPERTISE ✓ Hardbottom mapping, characterization and monitoring ✓ Seagrass mapping and monitoring ✓ Marine Impact Assessment/NEPA • 3 ✓ Impact avoidance and mitigation planning/design ✓ Artificial reef design and monitoring ✓ ESA Section 7 Consultation ✓ Essential Fish Habitat Assessment YEARS OF ` EXPERIENCE .`�►! '' rx.- �; ;. • 20 �} _ • a" s A 111,21111, EDUCATION • M.Sc. (Dual) Marine Biology RELEVANT EXPERIENCE and Coastal Zone Management, Nova Jessica Ward is a Marine Biologist and Project Manager with over 20 years of Southeastern University, experience. She has a strong marine background and has worked both nationally Oceanographic Center and internationally. She has professional expertise in designing and conducting • B.Sc. Marine Biology, monitoring programs for marine hardbottom, coral reef, and seagrass habitat, University of West Florida siting and biological evaluation of artificial reefs, and leading offshore surveys, including deep-water surveys. CERTIFICATIONS • PADI Divemaster; Drysuit Jessica is very familiar with various types of coastal construction and has served Diver; Rescue Diver; on committees for the Maritime Industry Coastal Construction Impacts team under Enriched Air Nitrox Diver the US Coral Reef Task Force. She has managed international capital projects (IAND/EANx); Specialty involving marine resources across multiple sectors and is frequently sought by Diver; Open Water Diver project owners as managers as an advisor on marine resource management and • TBOSIET offshore safety impact avoidance. • NOAA/MMS Protected Species Observer for the Gulf Peanut Island Flood Shoal Dredging Project, Riviera Beach, Florida. Assisted of Mexico with the coastal analysis and dredge design for the Peanut Island dredging • AAUS-compliant Scientific project. The analysis focuses on potential effects of dredging such as sand Diver accretion, reduction of sediment, and how long until the project needs to be dredged again (Marine Industries Association of Palm Beach County, Inc., April 2020 — Ongoing). Reference: Eric Anderson; 561-233-2514; PROFESSIONAL EAnderson1@pbcgov.org AFFILIATIONS ■ South Florida Association of Pelican Harbor Marina, Dock D Maintenance Dredging. Miami, Florida. Environmental Professionals Conducted necessary field surveys, design, and permitting for maintenance (SFAEP)—Board of Directors dredging of Dock D area within Pelican Harbor Marina (Miami-Dade County • American Academy of PROS; March 2019 — Ongoing). Reference: Joe Garcia; 305-755-5456; Underwater Sciences (AAUS) JoseG.Garcia@miamidade.gov • Port Everglades Association (PEA) Bal Harbor Project, Haulover Inlet Benthic Survey, Miami-Dade County, Florida. Lead biologist for large-scale habitat mapping and characterization study of seagrass, macroalgae and hardbottom communities around flood shoal to support permitting and NEPA efforts, and future monitoring design. Also provided ESA Section 7 consultation support and EFH Assessment (LG2, December 2019 —February 2020). Reference:Mark Howell; 904-923-5694;mhowell@Ig2es.com www.CumminsCederberg.corn DocuSign Envelope ID:8A38D49D-0147-4D7D-912E-1 C394B896CD4 Jessica C. Ward CUMMINS I CEDERBERG Senior Marine Scientist Coastal &Marine Engineering Lake Worth Lagoon Annual Fixed Seagrass Transect Monitoring, Palm Beach County, Florida. Conducted monitoring of seagrass along 10 fixed transects throughout the Lake Worth Lagoon and collected physical water quality parameters to assess changes in seagrass cover and distribution over time and examine potential correlation with water quality in the lagoon. Lake Worth Lagoon Comprehensive Seagrass Mapping Project, Palm Beach County, Florida. Conducted extensive ground-truthing for seagrass distribution throughout the entire Lake Worth Lagoon resulting in comprehensive seagrass map of the Lagoon. Survey is conducted every five years for Palm Beach County to examine changes in seagrass cover and distribution within the lagoon. St. Lucie Estuary Oyster Habitat Mapping Project, Florida. Project Manager for a large-scale habitat mapping project for the SFWMD to identify and map out existing oyster beds and substrate types within the St. Lucie Estuary. Project involved collection of side scan sonar data, interpretation of imagery in GIS, extensive ground-truthing and production of a final map deliverable.The mapping went through an Accuracy Assessment by District staff and passed at greater than 90%accuracy. The report will assess changes in oyster habitat over time and make inferences from corresponding environmental data, including water quality data. Higgs Beach Sand Placement Project, Key West, Florida. Lead biologist for a reconnaissance survey of the project area and immediate vicinity to map out and characterize nearshore benthic habitats, including seagrass and hardbottom communities. Coordinated with both the FDEP and FKNMS on the design of the survey and subsequent biological monitoring plan. Benthic Habitat Mapping of the Marquesas, Florida Keys. NOAA's hierarchical classification scheme to define and delineate southern Florida's shallow water benthic habitats was used to map approximately 1355 sq km of marine bottom in the Marquesas Quicksands Area of the Florida Keys. A large-scale, comprehensive GIS deliverable was produced with the intent of utilization by Marine Sanctuary managers. The data ultimately was incorporated into Florida's Unified Reef Map. PUBLICATIONS, PRESENTATIONS AND TECHNICAL REPORTS Craft, J., Palandro, D., Devine, T., Robertson, Q., Vollmer, H. 2010. Benthic Habitat Mapping of the Marquesas/ Quicksands Area: Management Implications and Lessons Learned. Abstract. Linking Science to Management: A Conference &Workshop on the Florida Keys Marine Ecosystem. Duck Key, FL, Oct. 19-22, 2010. https://conference.ifas.ufl.edu/floridakeys/Presentations/PDFS/JCraft MarquesasQuicksands 40x60 FINAL.PDF Craft, J.A., 2008. Using nearshore macrobenthos as environmental indicators adjacent to a major navigational inlet: Port Everglades inlet, Florida. Proceedings of the 11th Annual International Coral Reef Symposium, Ft. Lauderdale, FL, Jul. 7-11, 2008. Vol. 1: 100-104 http://www.reefbase.org/resourcecenter/publication/icrs.aspx Craft, J.A., Ward, G, Prekel, S. 2008. Sand Key Beach Renourishment Project: 2008 Biological Monitoring Report. Boca Raton, Florida: Coastal Planning & Engineering, Inc. 34 pp. Prepared for Pinellas County. https://www.researchgate.net/publication/237380270 SAND KEY BEACH RENOURISHMENT PROJECT 2008 Artif icial Reef Natural Hardbottom Monitoring Report OUTREACH FAEP Seagrass Identification and In-Water Workshop. Assisted in the preparation and presentation of a seagrass identification workshop hosted by the SFAEP.The workshop was open to students,government employees and consultants, and provided training in seagrass identification and seagrass survey methodologies. www.Cum ins Cederberg.com DocuSign Envelope ID:8A38D49D-0147-4D7D-912E-1C394B896CD4 Rebecah Delp CUMMINS I CEDERBERG Coastal&Marine Engineering Marine Scientist & Environmental Permitting SKILLS & EXPERTISE s ✓ Environmental permitting P�' ✓ Terrestrial and coastal shoreline surveys ✓ Marine biological assessments / V Marine resource mitigation V Scientific planning YEARS OF tt EXPERIENCE ■ 3 r _.. EDUCATION RELEVANT EXPERIENCE • M.P.S. Tropical Marine Ecosystem Management, Rebecah Delp is responsible for performing all aquatic and terrestrial biological Rosenstiel School of Marine assessments, writing technical and analytical reports, and assisting with local, and Atmospheric Science, state, and federal environmental permitting. Prior to working for Cummins University of Miami Cederberg, Rebecah was a Research Assistant for the Lirman Lab at the ■ B.S. Biology, Minor Marine University of Miami, focusing on coral restoration and performing tasks such as Science, Wittenberg coral micro fragmentation, coral out planting and nursery upkeep, and scientific University diving. CERTIFICATIONS She has also worked as a sea turtle monitor with the North Carolina Coastal • PADI Rescue Diver Reserve, spent a summer in Alaska working on establishing a citizen science data • Nitrox Diver collection project, and volunteered with various programs such as the Nature • American Academy of Conservancy and FWC to assist with coral reef monitoring efforts. Rebecah has Underwater Sciences (AAUS) experience in shoreline, coral reef, seagrass, and mangrove surveying, scientific Scientific Diver Certified diving techniques, and scientific report writing. • Motorboat Operator Certification (MOCC) Coral Reef Yacht Club Maintenance Dredging, Miami, Florida. Worked with Client to conduct bathymetric surveying within the marina basin. Secured PROFESSIONAL environmental permits needed for maintenance dredging approx. 11,500 square AFFILIATIONS feet of submerged lands within a privately-owned marina basin. Ms. Delp • America Academy of managed all aspects of the project including preparing application packages, Underwater Sciences (AAUS) communicating with environmental agencies, requesting additional information • Florida Association of from the Client, and ensuring that all parties were kept up-to-date on progress of Environmental Professionals the project. The project is currently in environmental permitting and contractor (FAEP) bidding with construction expected to commence in the end of 2020. (Coral Reef Yacht Club, June 2019 — Ongoing). Reference: L. A. Prieto y Munoz; 305-803- 0835;prieto@piedroba.corn Lake Worth Inlet Flood Shoal Dredging, Palm Beach, Florida. The project includes dredging of the flood shoal north of an island located within Lake Worth for the purposed of navigational safety. Ms. Delp assisted in gathering preliminary research including pulling historical aerials and permitting history, reviewing existing biological resource reports, and gathering environmental data within the surrounding Project area to assist with permit application packages. (Marine Industries Association of Palm Beach County, Inc., February 2020— Ongoing). Reference:Eric Anderson; 561-233-2514; EAnderson1@pbcgov.org www.CumminsCederberg.corn DocuSign Envelope ID:8A38D49D-0147-4D7D-912E-1C394B896CD4 Rebecah Delp CUMMINS I CEDERBERG Coastal &Marine Engineering Marine Scientist & Environmental Permitting Miamarina Island Queen Pier, Miami, Florida.The original project included a finger dock replacement in the same footprint as existing. During environmental permitting, it was determined that dredging would be required to accommodate the current vessels and obtain adequate vessel draft clearance. Ms. Delp managed this project and worked to ensure that appropriate authorization was obtained from the City of Miami, Miami-Dade County DERM, FDEP, and USAGE for the proposed works. Ms. Delp also conducted an updated, in-season marine resource survey required for the FDEP permit application and negotiated seagrass mitigation with FDEP using the Uniform Mitigation Assessment Method (UMAM). The project is currently concluding FDEP permitting and is expected to commence in the next few months. (Kearns Construction Company, April 2019— Ongoing). Reference:John Kearns;305-461-0310;jkearns@kearnsconstruction.com City of Lake Worth Outfall Projects, FDOT District 4, Florida. Conducted a marine resource survey and seagrass assessment to identify potential seagrasses growing within the project limits. Project site is located within Johnson Seagrass (Halophila johnsonii) Range, therefore the National marine Fisheries Service (NMFS) recommendations for sampling Halophila johnsonii were followed. A Field Observation Report was produced documenting the presence of seagrass, seagrass species and density, as well as the dominant species, corals, vegetation, and other marine resources of significance along the project shoreline. Bal Harbor Village Benthic Mapping and EFH Assessment, Haulover Inlet, Florida. The USACE is proposing to dredge the Baker's Haulover Inlet ebb shoal and place the material on adjacent Town of Bal Harbor shoreline. Ms. Delp assisted in conducting a large-scale benthic survey of natural resources of a proposed dredge area and surrounding borrow areas to map the extent, and characterize, benthic habitats present including seagrasses and other potential marine resources of concern (e.g.corals)using novel techniques due to high currents and extensive vessel traffic. Multiple species of seagrass, including the threatened Johnsons'seagrass (Halophila johnsonii)were identified and mapped. Efforts supported permitting and NEPA efforts, as well as future monitoring design. Port Everglades Master Plan, Fort Lauderdale, Florida. Conducted permitting and existing environmental resource research required to update the Port Everglades Master Plan for the proposed Port Expansion Project. Information was included in the Master Plan and will be utilized by the Port to be considered in future project planning. Higgs Beach Sand Replenishment—Reconnaissance Survey, Key West, Florida. Conducted a reconnaissance survey of the project area and immediate vicinity to map out and characterize nearshore benthic habitats, including seagrass and hardbottom communities, using belt-transect and point quadrat methodology, including Braun-Blanquet and BEAMR. A report and basemap were prepared to process environmental permits through FDEP and USACE. Coordinated with both the FDEP and FKNMS on the design of the survey and subsequent biological monitoring plan. Ongoing pre- and post- construction monitoring will continue for the next two years. Riverside Towers Seawall Replacement, Pompano Beach, Florida. Conducted marine resource assessment of the existing submerged bottom along the bulkhead structure to document the extent, species, and density of present marine resources of significance growing within the Project area. Prepared and submitted environmental permit applications to Broward County, FDEP,and USACE for replacement of approximately 250 linear feet of seawall.Coordinated with agencies to successfully secure all necessary environmental permits for proposed work scope. US Coast Guard Benthic Survey, Key West, Florida. Conducted marine resource assessment of the existing submerged bottom, dock and bulkhead structures (in accordance with the NMFS recommendations for sampling Halophila johnsonii, the Recommended Survey Protocol for Acropora spp., and the FKNMS Protocol for Benthic Surveys for Coral Resources in FKNMS) to document the extent, species, and density of corals, sponges, and seagrasses growing within the Project area. All necessary to evaluate impacts related to the proposed marine improvements and assist with concept planning. A Field Observation Report was prepared. Pelican Harbor Dredging Project, Miami, Florida. Ms. Delp completed a debris dive survey and seagrass reconnaissance in accordance with the NMFS recommendations for sampling Halophila johnsonii at a 139-slip marina to document and map submerged debris and resources within the proposed dredge footprint. A Field Observation Report was prepared. www CumminsCederberg.corn DocuSign Envelope ID:8A38D49D-0147-4D7D-912E-1 C394B896CD4 Jon Cunningham, El CUMMINS I CEDERBERG Project Engineer & Underwater Inspector Coastal& Marine Engineering SKILLS & EXPERTISE • V Bulkhead and seawall design ✓ Fixed and floating marina design ipita‘ V Vessel mooring/berthing analysis ✓ Construction administration and inspections ✓ New construction, repairs and retrofits ✓ Structural building design and inspection YEARS OF • EXPERIENCE cc, ■ 4 i 111. EDUCATION ■ B.Sc. Civil Engineering, RELEVANT EXPERIENCE Pennsylvania State University Jon is a Project Engineer with experience in planning, engineering analysis, CERTIFICATIONS structural design, construction administration, and above- and below-water • Engineer Intern, E.I. inspection, for marine and waterfront projects. He holds a bachelor's degree in • Advanced open Water Scuba Civil Engineering with a Structural Engineering concentration from Penn State University and has four years of experience as a Structural Engineer in building PROFESSIONAL and marine/waterfront projects. Jon has completed and assisted with marine AFFILIATIONS structure projects in the United States, Bahamas, and Turks & Caicos Islands, • American Society of Civil including ports, mooring dolphins, bulkheads, seawalls, docks, and piers. Engineers (ASCE) • Florida Association of Peanut Island Flood Shoal Dredging, Riveria Beach, Florida. Deployment of Environmental Professionals Acoustic Wave and Current Profiler (ADCP) units on the seabed of Lake Worth (FAEP) (Palm Beach) Inlet and on the seabed at the Blue Heron Bridge to measure current speeds throughout tidal variations.The ADCP's were placed and retrieved at the Inlet location in water depths of approximately 40 feet and at the Blue Heron Bridge location in water depths of approximately 15 feet. Upon retrieving the ADCP units, the measurement data was downloaded and processed to understand the magnitude and variation of the currents relative to the proposed dredging operation at the Peanut Island Shoal. (Marine Industries Association of Palm Beach County, Inc., Februaru 2020— Ongoing). Reference:Eric Anderson; 561-233-2514; EAnderson1@pbcgov.org Ocean Breeze RV Park, Marathon, Florida. Structural design of steel sheet pile bulkhead and timber dock structures to replace existing structures which experienced damaging impacts of Hurricane Irma in 2017. (Sun Communities, October 2017 — May 2020). Reference: Brad Pinover; 248-327-8109; BPinover@suncommunities.com Sea Breeze RV Park, Islamorada, Florida. Project consisted of engineering design of marina basin and channel dredging, and structural design of bulkheads, shoreline stabilization and marina components that experienced damaging impacts of Hurricane Irma in 2017. Responsible for structural design of steel sheet pile bulkheads, and timber dock structures for the associated marina basins. (Sun Communities, September 2017—June 2020). Reference:Brad Pinover;248-327- 8109;BPinover@suncommunities.com www.CumminsCederberg.com DocuSign Envelope ID:8A38D49D-0147-4D7D-912E-1C394B896CD4 Jon Cunningham, El CUMMINS I CEDERBERG Project Engineer & Underwater Inspector Coastal &Marine Engineering Bay Harbor Islands, Miami, Florida. Above and underwater inspection and condition assessment of approximately 20,000 feet of seawall, rock revetment and dock structures along the three Bay Harbor Islands. The focus of the inspection was to identify cracks, spalling, corrosion, deterioration, damage and/or displacement as well as excessive undermining or sediment transport along the toe of seawalls. The planning of the project includes analysis of the inspection findings to determine rehabilitation and/or replacement of the existing structures with respect to age, condition, and sea level rise resiliency. (Chen Moore & Associates, February 2018 — October 2019). Reference: Gregory Mendez; Gmendez@chenmoore.com. River Landing Seawall and Mooring, Miami, Florida. The City of Miami proposed Public Riverwalk is being developed along the shoreline of the River Landing property site. The current seawall needs to be extended, stabilize the upland development, and establish mooring along the shoreline. Cummins Cederberg is managing the design, permitting, and construction administration of the seawall extension, as well as the design and development of a marginal dock. Currently in the process of submitting permit applications and selecting a contractor. (Ongoing) Riverside Towers Association, Pompano Beach, Florida. Above- and below-water inspection and condition assessment of approximately 250 feet of seawall. Structural design of approximately 250 feet of concrete pile-panel supported seawall. Little Palm Island, Little Torch Key, Florida. Project consisted of engineering design of dredging and rehabilitation of the sunset dock that experienced damaging impacts of Hurricane Irma in 2017. Responsible for above- and below-water inspection and condition assessment of the existing timber dock structure, and structural design of 4,000 (+/-) square feet fixed timber dock, 500 (+/-)floating dock and associated mooring piles to service up to 120-foot vessels. Colonial Club Seawall Repair and Replacement, Boynton Beach, Florida. Initially performed above and below water inspection for a 1,500 LF seawall in need of repair. Designed the new seawall consisting of AZ hot-rolled steel sheet pile, pre-stressed concrete batter piles, and a steel reinforced cap. Construction administration services were also performed as well as a serving as Special Inspector for the marine structural components during construction. Mariner's Cove Association, Palm Beach County, Florida. Above and underwater inspection and condition assessment of approximately 700 feet of docking with the freshwater basin and approximately 1,475 feet of docking and shoreline along the artificial canal West of the Intracoastal Waterway.The focus of the inspection was to identify cracking, spalling and other forms of deterioration of the concrete and timber elements as well as corrosion and deterioration of steel/aluminum connections and framing members of the travel lift separating the freshwater basin from the saltwater canal. The planning of the project includes implementing inspection findings to the design of timber dock structure replacement, aluminum sheet pile seawall replacement and concrete seawall repairs. Fisher Island Underwater Inspection for Scour Analysis, Fisher Island, Florida. Conducted below-water probe analysis via SCUBA to determine the depth of hard soil layers encountered throughout the 120-foot ferry terminal. Blue Haven Marina, Providenciales, Turks & Caicos. Above and underwater inspection and condition assessment of the marina servicing up to 220-foot yachts including components such as floating dock units, connections, guide piling, mooring piles,dock hardware and fenders.The inspection was conducted to assess damage and impacts associated with Hurricanes Irma and Maria in 2017. MSC Cruises Ocean Cay Marine Reserve, Bimini Islands, The Bahamas. Long term current measurements were conducted to obtain an order of magnitude current speeds for discussion with the cruise ship captain relative to operational constraints and planning. The current measurements consisted of the deployment of Acoustic Wave and Current Profiler (ADCP) units on the seabed of the proposed cruise ship berth and within the turning basin. Prior to deployment, the units were digitally set up with associated software and mounting equipment were constructed. Exact location coordinates were determined and located via handheld GPS for the ADCP units were placed on the seabed at those locations in water depths of approximately 40 feet. Upon retrieving the ADCP units, the measurement data was downloaded and processed to understand the magnitude and variation of the currents at the specified deployment locations. www.CumminsCederberg.com DocuSign Envelope ID:8A38D49D-0147-4D7D-912E-1 C394B896CD4 Caroline Jasperse CUMMINS I CEDERBERG Coastal&Marine Engineering Marine Scientist & Environmental Permitting SKILLS & EXPERTISE ✓ Environmental Permitting ✓ Assessment of terrestrial, wetland, coastal, and marine environments / Scientific Diving ✓ Technical Writing ✓ Research Protocols • • YEARS OF 4 EXPERIENCE RELEVANT EXPERIENCE EDUCATION • M.P.S. Tropical Marine Caroline Jasperse is a Marine Biologist with a background in marine and coastal Ecosystem Management and science. She is responsible for conducting aquatic and terrestrial environmental Coastal Zone Management, assessments and writing technical reports. She also ensures regulatory Rosenstiel School of Marine compliance and secures federal, state, county, and city environmental permits. and Atmospheric Science, University of Miami Prior to working at Cummins Cederberg, Caroline worked for an environmental ■ B.Sc. Biology, Minors in consulting firm in South Florida specialized in wetland mitigation, soil Chemistry, Environmental contamination, and other environmental projects. Caroline is familiar with Science, and Marine Science, scientific research methodology due to her experiences working in a Benthic University of North Carolina Ecology Lab at UNC-Chapel Hill, where she assisted in international coral reef at Chapel Hill and parrotfish monitoring in Belize, she also conducted research in seafood mislabeling, performing polymerase chain reactions to determine species and CERTIFICATIONS origin of samples. ■ PADI Open Water Diver • American Academy of Pelican Harbor Marina Maintenance Dredging Project, Miami, Florida. Underwater Sciences (AAUS) Assisted with a marine resource survey, collecting GPS data, and recording field Scientific Diver observations. Discussed the findings in a field observation report and prepared • Motorboat Operator DERM, USACE, and FDEP environmental permit applications. (Miami-Dade Certification (MOCC) County Parks, Recreation, and Open Spaces, June 2019 — July 2019). Reference:Jose Gonzalez; 305-755-7833;Jose.Gonzalez@miamidade.gov PROFESSIONAL AFFILIATIONS Peanut Island Flood Shoal Dredging Project, Riviera Beach, Florida. Assisted with permit application processing in support of dredging activities. (Marine • America Academy of Industries Association of Palm Beach County, Inc., March 2020 — June 2020). Underwater Sciences (AAUS) Reference:Eric Anderson; 561-233-2514; EAndersonl@pbcgov.org • South Florida Association of Environmental Professionals Bentley Bay Marina,Miami Beach, Florida. Performed a marine resource survey, (SFAEP) recording of notable species and taking representative photographs along transects. Results were reviewed in a field observation report that will be used to secure a lease modification. (SRC Properties, LLC. October 2019). Reference: Robert Alexander; 305-674-0600, Robert@robinscompanies.com Higgs Beach, Key West, Florida. Assisted with a marine resource survey for a beach nourishment project, surveying transects for seagrass, corals, sponges, and other species. Analyzed the data to determine percent cover of all functional groups and reported findings in a field observation report that will be used for future monitoring of the site during and after construction. www.CumminsCederberg.com DocuSign Envelope ID:8A38D49D-0147-4D7D-912E-1 C394B896CD4 Caroline Jasperse CUMMINS I CEDERBERG Coastal&Marine Engineering Marine Scientist & Environmental Permitting Eden Roc Hotel, Miami Beach, Florida. Performed a marine resource survey of three slips that will be modified,taking note of any debris and resources along transects within the slips. Findings were discussed in a field observation report. Riverside Towers, Pompano Beach, Florida. Performed a marine resource survey, noting seagrass, coral, and any other resources of significance along the project area. Summarized the findings in a field observation report that will be utilized to secure environmental permits. Eden Isles Condominium, North Miami Beach, Florida. Performed a marine resource survey of the submerged lands adjacent to the seawall. Summarized the findings in a field observation report that will be submitted to regulatory agencies. Port Everglades Master Plan, Fort Lauderdale, Florida. Assisted in conducting an environmental impact analysis by researching and summarizing expected impacts to marine resources due to the Port Everglades Expansion Project. Information will be included in the Master Plan and will be utilized by the Port to be considered in future project planning at the Port. Crandon Park Marina North Shoreline Rip Rap, Key Biscayne, Florida. Assisted in monitoring the growth and success of two mangrove planters for the Miami-Dade County Parks Recreation and Open Spaces Division. Benthic Survey for 1700 S Treasure Drive, North Bay Village, Florida. Conducted an updated in season survey to process FDEP exemption verification with SPGP review for a proposed dock project. Performed an in-water survey, approximately 3600 sq.ft, along the seawall cap. www.CumminsCederberg.corn DocuSign Envelope ID:8A38D49D-0147-4D7D-912E-1C394B896CD4 Kenkway 'Ken' Chang CUMMINS I CEDERBERG Project Engineer Coastal&Marine Engineering SKILLS & EXPERTISE VIP.11511 ✓ Structural inspections ✓ Bulkhead and seawall design ✓ Fixed and floating marina design t ✓ Construction administration and inspections +!S, r kaA„,kiN./ YEARS OF I, .` • EXPERIENCE —" • • 2 RELEVANT EXPERIENCE EDUCATION Kenkway, "Ken", specializes in marine structural engineering. He analyses the • B.Sc. Civil Engineering, engineering approach to project designs and repairs, including all calculation Florida International designs and construction plans in compliance with building codes and permitting. University Ken assists with field observations for construction administration and project site condition evaluations. He has experience creating extensive inspection reports CERTIFICATIONS and field work assessments to ensure adequate service life of shoreline • E.I. (Florida, Engineering structures. Intern) FiftySixSixty Condominium Marina Project, Miami, Florida. Marina rehabilitation of 14-slip marina impacted by Hurricane Irma, consisting of the PROFESSIONAL replacement of the docks, viewing platforms, and floating lifts. Ken re-designed new docks of approximately 400 LF along the property's shoreline. Designs AFFILIATIONS include a timber framing and decking construction with new concrete piling. Slips • American Society of Civil design included lift designs for both boats and jet skis. Coordinated with MEP Engineers Engineer to meet marina needs and requirements. New electrical pedestal designs are incorporated to serve the marina slips. Organized a calculation packet for the proposed design. Prepared construction plans to display existing, proposed, and section details of the project site (January 2019 — Ongoing). Reference:Paula Mendez; (305) 531-5660;paulamendez@5660condo.com Landings of Largo Marine Engineering and Environmental Consulting, Key Largo, Florida. Marina rehabilitation of 62-slip marina impacted by Hurricane Irma, consisting of the replacement of the docks and repairs to the shoreline stabilization and boat ramp. Ken designed new docks of approximately 6,200 LF in the same footprint of existing. Designs include a timber framing and decking construction with new concrete piling. Coordinated with MEP Engineer to meet marina needs and requirements. New electrical pedestal designs are incorporated to serve the marina slips. Organized a calculation packet for the proposed design. Prepared construction plans to display existing, proposed, and section details of the project site (July 2019— Ongoing). Reference:Jose Lopez; (305) 281-2808;jose.lopez@bellsouth.net Abitare Condominium Marine Engineering and Dock Repair, Miami, Florida. Designed replacement dock of approximately 2,270 SF in same footprint of existing prior to Hurricane Irma damage. The dock will be constructed with timber framing and decking boards. The dock replacement includes the design of 14 slips and davits used for boat mooring. Organized a calculation packet for the proposed design. Prepared construction plans to display existing, proposed, and section details of the project site (August 2019—January 2020). Reference:Cody Courbier; (917) 767-4647;cody.courbier@gmail.com www.CumminsCederberg.corn DocuSign Envelope ID: 8A38D49D-0147-4D7D-912E-1 C394B896CD4 Kenkway 'Ken' Chang CUMMINS I CEDERBERG Project Engineer Coastal&Marine Engineering Coral Reef Yacht Club, Miami, Florida. Assisted with the bathymetric surveying to provide data within the slip areas to determine the required maintenance dredging. Field data and elevations were collected using a calibrated survey rod to analyze vessel accessibility and easier maneuverability within the slips. (August 2019). Ocean Breeze RV Park,Marathon, Florida.Assisted with construction administration services of the shoreline rehabilitation impacted by Hurricane Irma. Project consists of a seawall design and rock revetment shoreline to stabilize the upland area and replace the dock for slip accessibility. Site observations included sheet pile driving and anchor tie-rod installations prior to concrete cap pour. (October 2018). Oakland Grove Park and Dock Marine Engineering, Miami, Florida. Designed new deck platform of approximately 300 SF that included ten timber piles and a railing along the north side. The deck will be constructed with timber framing and decking boards in the same footprint as existing, plus a 10-foot extension to the west. An additional timber access walkway and timber benches were added along the new deck. Organized a calculation packet for the proposed design. Prepared construction plans to display existing, proposed, and section details of the park site. (July 2017—January 2018) Watson Boat Ramp Repairs, Miami, Florida. Prepared plan drawings and calculations for the Watson Island boat ramp repairs in the same footprint of existing prior to Hurricane Irma. Repairs were completed with timber framing and grated decking. (March 2019—August 2019) www.CumminsCederberg.corn DocuSign Envelope ID:8A38D49D-0147-4D7D-912E-1 C394B896CD4 111111111 TAYLOR ENGINEERING , INC . IMMO Delivering Leading-Edge Solutions Jonathan T. Background/Responsibilities Armbruster, PE As vice president of Taylor Engineering's waterfront engineering group, Mr. Armbruster oversees efforts across a spectrum of activities from feasibility analysis through final design and construction phase services for a range of projects including marine and waterfront facilities, marine structures, QA/QC dredging projects, dredged material management facilities, hydraulic control structures, pile foundation structures,erosion control measures,and shore protection installations. Project Experience Education • Indian River Lagoon (IRL) Restoration Dredging Near Eau Gallie River, Brevard County, FL(Ongoing) g) M.S./Environmental Hydrologic& –Principal-in-charge overseeing project to design and permit restoration dredging of a portion of the Hydraulic Engineering, IRL. Obtained and tested muck sediment physical and chemical samples assessed muck thickness, University of Illinois completed bathymetric surveys,and conducted seagrass and shoreline vegetation survey in a 550- acre project area. Analyzed and evaluated data to develop muck dredging templates. Prepared B.E./Civil Engineering,The preliminary design to acquired state and federal permits, and prepared final design, opinion of Cooper Union probable cost,and bid documents. Matt Culver,matt.culver@brevardcounty.us,321-633-2016 • Post-Matthew Dock Inspections and Design, Jacksonville, FL (Ongoing) – Project manager for Licenses/Certifications inspection and condition assessments,including repair and replacement recommendations and cost assessments for six City of Jacksonville docks damaged by Hurricane Matthew. Inspections lead to Professional Engineer—AL, FL, NY design and permitting to replace or rehabilitate the structures—County Dock timber pier, Northbank Transportation Worker Riverwalk floating docks, Jim King Park Timber Boardwalk, Arlington Lions Club timber boardwalk, Identification Credential Arlington Lions Club concrete pier, and demolition of the floating dock at Trout River with a replacement floating dock at Friendship Fountain. Robert Skalitzky, RSkalitzky@coj.net Years of Experience • Sand Island Pile Dike System Design Documentation Report,Astoria, OR(2018)–Under contract to USACE Portland District,served as project manager to prepare Design Documentation Report(DDR) Total With Firm for repair of four pile dikes along the Lower Columbia River federal navigation channel. 21 17 Recommended design included replacing dilapidated timber piles with steel pipe piles and augmented enrockment.David Dvorak,503-808-4627, davd.l.dvorak@usace.army.mil Professional Affiliations • Baker Bay West Pile Dikes Engineering Documentation Report, Astoria, OR (2019)–Under contract American Society of Civil to USACE Portland District, served as project manager to evaluate design alternatives and prepare Engineers(ASCE) Engineering Documentation Report for repair of four pile dikes and restoration of West Sand Island ASCE Coasts,Oceans, Ports& shoreline along the Baker Bay federal navigation channel. David Dvorak, 503-808-4627, Rivers Institute(COPRI) davd.l.dvorak@usace.army.mil COPRI, Ports and Harbor • Fort Gates Ferry Terminal Replacement, Putnam County, FL (Ongoing) – Principal-in-Charge for Committee design, permitting,and construction administration for replacement of the ferry terminal on the St. PIANC, U.S. Principal Johns River near Welaka. Representative to the Recreational Navigation • Dredged Material Management Area BV-11 Permitting and Final Design, Brevard County, FL Commission (Ongoing)–Principal-in-charge for engineering design, permitting,and bid assistance for the Florida Florida Engineering Society Inland Navigation District's 96-acre BV-11 dredged material management area. Mark Crosley, 561- 627-3386,mcrosley@aicw.org • DU-9 Dredged Material Management Area (DMMA) Expansion Construction Administration, St. Johns County, FL (Ongoing) – Principal-in-charge for construction administration for the Florida Inland Navigation District's DU-9 DMMA expansion. Mark Crosley, 561-627-3386, mcrosley@aicw.org ■ U.S. Coast Guard Waterfront Facilities Inspections, various locations, U.S. (Ongoing) – Principal-in- charge and technical QA/QC review for above-water and underwater inspections of waterfront structures and preparation of inspection reports providing structural condition assessment and repair recommendations. Inspected structures included fixed and floating docks, piers, bulkheads, revetments, seawalls, boat ramps, and marine railways. Daniel Walker, 401-736-1764, Daniel.b.walker@uscg.mil DocuSign Envelope ID:8A38D49D-0147-4D7D-912E-1C394B896CD4 Jonathan T.Armbruster,PE • Rollover Pass Closure Construction Assistance, Galveston County, TX (Ongoing) –Provided technical review and QA/QC for plans and specifications revision and construction phase engineering for the Texas General Land Office project to close Rollover Pass on the Bolivar Peninsula. • Norriego Point Shoreline Stabilization and Recreational Improvements, Destin, FL(Ongoing)–Principal-in-charge for the design of shoreline stabilization and recreational improvements on Norriego Point within East Pass. Services include submerged aquatic vegetation surveys,dredging permit modification,conceptual upland recreational design,coastal conditions analysis,value and final engineering design,construction drawings and specifications,and bid administration. • BV-24A Dredged Material Management Area (DMMA), Brevard County, FL (Ongoing) – Principal-in-charge on the design and permitting of the Florida Inland Navigation District's BV-24A DMMA,a 113-acre site west of the Indian River. • Eagle LNG Terminal Design,Jacksonville,FL(Ongoing)–Project manager providing engineering design of a new liquefied natural gas (LNG)marine terminal located on the north bank of the St.Johns River.Tasks include analyses of ship berthing loads,environmental (wind and current)loads,ship mooring loads, marine structural engineering,and berth dredging engineering. • Okeechobee Waterway (OWW) Cut 1 Sediment Basin, Martin County, FL(2017) – Principal-in-charge on the dredging design and permitting of a sediment basin at the eastern end of OWW Cut 1.Also evaluating three channel realignment alternatives to realign the OWW Cut-1 and Cut-2 channel to use naturally deeper water to reduce future maintenance intervals and costs. • Maintenance Dredging Design of the Fernandina Harbor and Reach I of the Intracoastal Waterway, Nassau County, FL (2018) – Principal-in-charge in the preparation of a dredging template,final design and construction documents, opinion of probable cost, permitting,bidding assistance,and construction phase engineering. • Dredged Material Management Areas, Various Counties, FL (Ongoing) — Design and development of drawings and specifications for Florida Inland Navigation District's dredged material management areas. These sites, constructed at various locations along Florida's east coast, provide a 50-year storage capacity and facility life to support dredging of Florida's Intracoastal Waterway. Responsibilities include management oversight,technical QA/QC, site design, structural steel design for dredged effluent control structures, environmental permitting and mitigation design, island off-loading/dredging design, beach nourishment design, dike design, geotechnical stability and seepage analysis, and stormwater conveyance and pond design. Project tasks encompass preliminary and final design, construction document preparation, bidding,and construction oversight. • Nuclear Power Plant Discharge Canal Headwall Stabilization Project, St. Lucie County, FL(Ongoing) – Project manager for marine structures and coastal engineering design and environmental permitting to protect the St. Lucie Nuclear Power Plant's discharge canal and headwall from severe coastal erosion.The project includes all phases of work from feasibility through final design of an ocean seawall and a series of offshore breakwaters. Completed feasibility assessment, engineering design, permitting, and construction phase engineering for the seawall. Completed coastal engineering modeling, design and permitting for offshore breakwaters.Ongoing work includes construction phase engineering for the breakwaters. • Eau Gallie River and Elbow Creek Dredging, Brevard County, FL (Ongoing) – Project manager for the final design, bid package preparation, and bid assistance, and construction phase support for muck removal restoration dredging and all upland-related features(dredged management material area, road and rail pipeline crossings,and other pipeline corridor features). • Sykes Creek Dredging Engineering and Permitting Services, Brevard County, FL(Ongoing)–Principal-in-charge for project providing design, permitting, construction drawings and specifications for the dredging of Sykes Creek to remove muck and provide environmental restoration.The project will deposit the dredged muck material within a refurbished dredged material management area. • BV-48 Permanent Pipeline, Florida Inland Navigation District, Brevard County, FL(2017) –Project manager on the detailed design, permitting,and engineering of a seepage and saline control ditch and its outfall (permanent pipeline)to the Intracoastal Waterway for the BV-4B dredged material management area. • MSA Site 204,WiDan Corporation,St.Johns County,FL(2015)–Principal-in-charge in the preparation of two development scenarios and opinions of probable cost for a dormant dredged material management area (DMMA).The scenarios are to either refurbish the subject site to provide a short-term DMMA or to repurpose the site to create additional wetland areas for application as a wetland mitigation bank. • Cooling Canal System Dredging Program and Sediment Management Plan, FPL Turkey Point Nuclear Power Plant, Dade County, FL (2015)–Project manager for the development of an immediate-term sequenced dredging program and sediment management plan for the cooling canal system at the Turkey Point Nuclear Power Plant. DocuSign Envelope ID:8A38D49D-0147-4D7D-912E-1C394B896CD4 TAYLOR ENGINEERING , INC . Delivering Leading-Edge Solutions Yehya Siddiqui, PE Background/Responsibilities Mr. Siddiqui joined Taylor Engineering in November 2015. Prior to that time, he served as a field Coastal Engineer engineer, equipment engineer, and estimating engineer for an international marine construction firm. His experience includes performing hydrographic surveys for construction management, cost estimating, designing dredge equipment, quality control reporting, and coordinating subconsultants. Currently, Mr. Siddiqui manages Taylor Engineering's South Florida regional portfolio performing Education project management tasks and managing day-to-day project operations in the region. Duties include permitting, planning, design, and construction administration and oversight. He also serves as the M.E./Coastal Engineering, South Florida regional business development lead,connecting and coordinating Taylor with local clients University of Florida as well as local teaming partners. B.E./Civil Engineering, University Mr. Siddiqui is experienced with Microsoft Office and Project, AutoCAD, MATLAB, STAADpro, SLOSH, of Nottingham, Malaysia Hypack,SolidWorks,and PLAXIS software applications. Project Experience Licenses/Certifications • Lake Okeechobee Cross Lake Channel Maintenance Dredging, Palm Beach County, FL (Ongoing) — Professional Engineer—FL,TX Project Manager for developing the permit application documents for regulatory approval and the preliminary design documents to support a maintenance dredging project of the Okeechobee Divemaster—Professional Waterwaymaintenance dredgingCrosley,561-627-3386, mcrosley@aicw.org Association of Diving (OWW) project.ect. Mark Y y Instructors(PADI) • Intracoastal Waterway Dredging in South Lake Worth Lagoon,Palm Beach County,FL(2019)—Project Manager provided engineering design and permitting support for maintenance dredging 4.3 miles of Certified Quality Manager the ICWW immediately south of Lake Worth Inlet. Estimated the cost for the project and prepared OSHA 30 and submitted state and federal permit applications. Mark Crosley, 561-627-3386, mcrosley@aicw.org Young Engineer of the Year— ASCE Palm Beach'18-'19 • Intracoastal Waterway Reach I Dredging, Flagler County, FL(2019)—Prepared final construction and bid documents, and assisted with bid administration for the Florida Inland Navigation maintenance dredging project. Mark Crosley,561-627-3386, mcrosley@aicw.org Years of Experience • Intracoastal Waterway Maintenance Dredging, Broward and Palm Beach Counties, FL (2018) — Total With Firm Project Manager provided engineering and geotechnical evaluations and permitting support for 7 4 maintenance dredging in Broward County Reach I and Palm Beach County Reach IV of the Intracoastal Waterway. Mark Crosley,561-627-3386, mcrosley@aicw.org Professional Affiliations • Engineering Review of East Timbalier Island Restoration Proposal, Lafourche Parish, LA (2019) — Coasts,Oceans, Ports& River Project Manager provided the National Fish and Wildlife Federation (NFWF) with independent Institute(COPRI) technical review of grant proposal for construction-phase funding for the barrier island restoration Western Dredging Association project. Review addressed engineering design, costs, sustainability, environmental impacts, and (WEDA) other technical issues.Jon Porthouse, (225)347-5992,Jonathan.Porthouse@nfwf org American Society of Civil . Post-Matthew Dock Inspections and Design,Jacksonville, FL(Ongoing)—Project Engineer inspected Engineers(ASCE) and prepared condition assessments, including repair and replacement recommendations and cost assessments, for six City of Jacksonville docks damaged by Hurricane Matthew. Robert Skalitzky, RSkalitzky@coj.net • Fort Pierce Shore Protection Project Construction Administration,St. Lucie County, FL(2018)—Staff Engineer providing construction administration and observation services to St. Lucie County to verify the USACE builds the 2017/18 shore protection project in compliance the permit conditions and the authorized project design. Richard A. Bouchard, P.E., 772-462-1710,bouchardr@stlucieco.org • Intracoastal Waterway Dredging Efficiencies, FL East Coast (2018) — Staff Engineer for study of Intracoastal Waterway and ports recent dredging technology and contracting methods to determine whether the Florida Inland Navigation District should modify its dredging and contracting procedures. Mark Crosley,561-627-3386, mcrosley@aicw.org DocuSign Envelope ID:8A38D49D-0147-4D7D-912E-1C394B896CD4 Yehya Siddiqui,PE • Sand Island Pile Dike System Design Documentation Report, Astoria, OR (2018) — Staff Engineer assisted in preparing Design Documentation Report for repair of four pile dikes along the Lower Columbia River federal navigation channel. • Baker Bay West Pile Dikes Engineering Documentation Report,Astoria, OR(2018)—Staff Engineer assisting in evaluation of design alternatives and prepared Engineering Documentation Report for repair of four pile dikes and restoration of West Sand Island shoreline along the Baker Bay federal navigation channel. • Jupiter Inlet Sand Trap Dredging, Palm Beach County, FL (2019) — Assisted with bid administration; and provided construction observation and administration services to the Jupiter Inlet District for dredging the inlet sand trap in 2018 and 2019. • Hurricane Irma Recovery—Dock Inspections,Jacksonville, FL(2018)—Staff Engineer conducted post-hurricane inspections of City of Jacksonville docks and associated waterfront infrastructure. Develop repair recommendations and cost estimates for damaged facilities • Harbor Branch Linkport Channel Permitting and Preliminary Design, Fort Pierce, FL (2017) —Staff Engineer revised maintenance dredging permit drawings and submit request to state and federal regulatory agencies for permit reverification. • Martin County Shore Protection Project Permitting and Construction Administration, Martin County, FL (2017) — Staff Engineer provided engineering and environmental services to verify that the USACE constructs the 2017 shore protection project in conformance with the environmental permit held by Martin County. Tasks included tracking and coordination with USACE for permit-required submittals, construction observation, acquisition of permit modification to update the beach fill template, and other on-call services. • Casey Key Shoreline Stabilization Study,Sarasota County, FL(2017)—Staff Engineer assisted in shoreline condition assessment at two locations along Casey Key Rd., identification and evaluation of stabilization alternatives, conceptual design, pre-application regulatory agency meeting,and public presentation. • Canal Dredging Engineering Evaluation and Environmental Surveys, Town of Ponce Inlet, FL (2018) — Staff Engineer assisted in records research;bathymetric,submerged land ownership,and environmental resources surveys;dredging volume calculation,cost estimates,and alternative analysis report for maintenance dredging four residential canals. • Newton Park Access Channel Dredging and Muck Sediment Disposal, Lake Apopka,FL(2018)—Staff Engineer assisted in engineering design and permitting for St.Johns River Water Management District project to dredge muck sediment from the park access channel and adjacent areas with the dredged sediment used to cap contaminated soil on nearby District-owned marsh. • Dredged Material Management Area M-8 Design and Permitting,St. Lucie County,FL(2019)—Staff Engineer assisted in engineering design,permitting,gopher tortoise survey,and construction administration for building the Florida Inland Navigation District's M-8 dredged material management facility. • Jupiter Inlet Sand Trap and Intracoastal Waterway Dredging, Palm Beach County,FL(2017)—Staff Engineer assisted in engineering, environmental and construction administration services for joint Jupiter Inlet District and Florida inland Navigation District joint 2017 dredging project. • Gulf Intracoastal Waterway Dredged Material Management Plan, Southwest FL (2018)—Staff Engineer assisted in preparation of dredged material management plan for the GIWW in the West Coast Inland Navigation District. The plan included projections of maintenance dredging volume for a 50-year period,inventory of the District's dredged management area property and easements, and discussion of possible storm impacts on the waterway. • Jupiter Inlet Sand Trap and Intracoastal Waterway Dredging, Palm Beach County,FL(2017)—Provided engineering and construction administration services for joint Jupiter Inlet District and Florida inland Navigation District joint 2017 dredging project. • St. Lucie County Intracoastal Waterway Reach I Dredging,St. Lucie County, FL(2017)—Completed cost estimating tasks. • Construction Administration for Intracoastal Waterway Deepening in Broward County, Broward County, FL (2018) — Providing construction observation and administration services on the dredging of the ICWW in the vicinity of the Port Everglades.The project removed about 180,000 cubic yards of material to deepen a 14,400-ft long segment of the waterway from-10 ft to-15 ft mean low water. • Nassau County Intracoastal Waterway Reach I and Fernandina Harbor Maintenance Dredging, Nassau County, FL (Ongoing) — Providing design,permit acquisition,and bid administration assistance for harbor and Intracoastal Waterway maintenance dredging. Project included design and construction administration for weir replacement at the dredged materia I management facility DocuSign Envelope ID:8A38D49D-0147-4D7D-912E-1C394B896CD4 TAYLOR ENGINEERING , INC . • Delivering Leading-Edge Solutions William Aley, IV, PG Background/Responsibilities Mr. Aley is a senior geologist that specializes in field geology, geotechnical evaluations, dredging, Professional Geologist permitting,design,and construction support. Mr.Aley also has significant experience in civil works and & Lab Manager water resources planning and project management. He leads the company's coastal and marine geosciences lab specializing in sediment quality evaluation for dredging and dredged material management projects throughout the state of Florida. He has worked on, and led, all aspects of waterfront and coastal engineering projects including many reconnaissance and feasibility studies,sand Education source investigations, dredged material management area design and construction, and dredging project design,permitting and construction administration. M.S./Geology, Florida Atlantic University Project Experience Minor, Invertebrate Zoology, • Panama City PA: Bay Harbor Channel Vibracores, Panama City, FL(2019)–Served on behalf of and Geographic Information in direct coordination with the Panama City Port Authority— as a technical liaison to USACE for the Systems design and implementation of a dredging project required for ongoing port expansion. Wayne Stubbs,850-767-3220, wstubbs@portpanamacityusa.cam Masters Certificate, Federal Acquisition Management • FIND: DMMA 0-23 Phase II ESA, Martin County,FL(2019)–Served as project manager and technical point of contact for completion of a Phase II Environmental Site Assessment with a scope of exploring B.A./Geology, Florida Atlantic all areas of future site excavation to determine if any contaminated soils exist.Specifically, Mr.Aley University provided geotechnical drilling and sediment laboratory analysis required for dredging and dredged material disposal planning.Mark Crosley,561-627-3386, mcrosley@aicw.org Licenses/Certifications ■ Programmatic Dredged Material Management Area Rejuvenation Plan, FL East Coast (2019) – Professional Geologist–FL,CA Prepared a programmatic plan which once approved,provided the Florida Inland Navigation District state of Florida approved legal authority to offload all dredged material management areas on an as- Years of Experience needed and market driven basis without severance fees or public notice, as allowed by Florida statute. Coordinated the plan with Florida Department of Environmental Protection for approval by Total With Firm Florida Board of Trustees of the Internal Improvement Trust Fund. Mark Crosley, 561-627-3386, 15 4 mcrosley@aicw.org Professional Affiliations • Dredged Material Management Areas Shoreline Repair, Duval and St.Johns Counties,FL(Ongoing)- Provided field data collection, engineering design, permitting, bidding assistance and construction American Institute of phase services for restoration of eroded shorelines and construction of a rock revetments at Florida Professional Geologists(AIPG) Inland Navigation District dredged material management areas DU-2 and SJ-1. Mark Crosley, 561- 627-3386, mcrosley@aicw.org Florida Association of Professional Geologists • Intracoastal Waterway Reach I Dredging,Flagler County,FL(Ongoing)–Prepared preliminary design, (FAPG), Board Member and acquired environmental permits, prepared final construction and bid documents, and assisted with Editor bid administration for the Florida Inland Navigation District maintenance dredging project. Mark Crosley,561-627-3386, mcrosley@aicw.org Geological Society of America (GSA) • Construction Observation for Dredged Material Management Area NA-1 Offloading, Nassau County, FL(Ongoing)–Coordinated legal agreement between contractor and owner for offloading, provided construction observation services and approval of pre- and post-construction topographic surveys. Mark Crosley,561-627-3386, mcrosley@aicw.org • Intracoastal Waterway Maintenance Dredging, Broward and Palm Beach Counties, FL (2019) – Provided engineering and geotechnical evaluations and permitting support for maintenance dredging in Broward County Reach I and Palm Beach County Reach IV of the Intracoastal Waterway. Mark Crosley,561-627-3386, mcrosley@aicw.org • Engineering Review of East Timbalier Island Restoration Proposal, Lafourche Parish, LA (2019) – Provided the National Fish and Wildlife Foundation (NFWF) with independent technical review of grant proposal for construction-phase funding for the barrier island restoration project. Review addressed engineering design, costs, sustainability, environmental impacts, and other technical issues.Jon Porthouse, (225)347-5992,Jonathan.Porthouse@nfwf org DocuSign Envelope ID:8A38D49D-0147-4D7D-912E-1C394B896CD4 William Aley,IV,PG • MSA 434 Offloading and Nearshore Sand Placement, Volusia County, FL (2018) — Collected bathymetric, topographic, and geotechnical data;lead laboratory effort for sediment quality evaluation,prepared final report summary of beach quality sediments available in the basin for offloading. • Hurricane Preparation and Response Plan,Volusia County, FL(2018)—Identified upland, beach-compatible sand sources available for emergency beach restoration following hurricanes or other storms. Evaluated availability and quantity of sand in Intracoastal Waterway dredged material management facilities and other areas, developed a use agreement between the county and Florida Inland Navigation District,and identified trucking options for moving sand to the beaches. • Sand Island Pile Dike System Design Documentation Report,Astoria, OR(2019)—Assisted in preparation of Design Documentation Report for repair of four pile dikes along the Lower Columbia River federal navigation channel. • Baker Bay West Pile Dikes Engineering Documentation Report,Astoria,OR(2019)—Assisted in evaluation of design alternatives and preparation of Engineering Documentation Report for repair of four pile dikes and restoration of West Sand Island shoreline along the Baker Bay federal navigation channel. • Dredged Material Management Area BV-11 Permitting and Final Design, Brevard County, FL (Ongoing) — Provided project management, agency coordination, engineering design, permitting, and bid assistance for the Florida Inland Navigation District's 96-acre BV-11 dredged material management area. • Loxahatchee River Main Channel Dredging, Palm Beach County, FL (2017) — Provided project management, agency coordination, engineering design, bid and construction administration and construction observation for the Jupiter Inlet District's channel dredging project. • DMMA M-8 Design and Permitting,St. Lucie County, FL(2017)—Developed geotechnical scope of work and oversaw geotechnical drilling for engineering design and permitting for the Florida Inland Navigation District's M-8 dredged material management area. Provided project management of overall design, permitting, and bid administration. Managed project construction. • Jupiter Inlet Sand Trap and Intracoastal Waterway Dredging, Palm Beach County, FL (2017) — Project manager for engineering, environmental and construction administration services for joint Jupiter Inlet District and Florida Inland Navigation District 2017 maintenance dredging project.As a professional geologist,also performed geological evaluations and monitoring. • Crossroads Maintenance,Sediment Basin and Channel Realignment Dredging,Martin County,FL(2018)—Project manager for design and permitting of sediment basin, and channel widener dredging at the eastern end of Okeechobee Waterway Cut 1 ("The Crossroads"). Provided a feasibility evaluation of three channel realignment alternatives to realign the OWW Cut-1 and Cut-2 channel to utilize naturally deeper water to reduce future maintenance intervals and costs. • Construction Administration for Intracoastal Waterway Deepening in Broward County, Broward County, FL (2017) — Professional geologist assisted in construction administration for deepening the Intracoastal Waterway from -10 ft to-15 ft mean low water. • St. Lucie County Intracoastal Waterway Reach I Dredging,St. Lucie County, FL(2017)—Professional geologist for the design, permit acquisition, and construction administration for maintenance dredging 12 miles of Intracoastal Waterway within St. Lucie County. Coordinated bathymetric, magnetometer, utility, geotechnical, and natural resource surveys; developed preliminary engineering design; prepared and submitted state and federal permit applications; and coordinated with regulatory agencies. Modified final project permits and designs for beach placement of all available beach quality navigation dredged material. • Nassau County Intracoastal Waterway Reach I and Fernandina Harbor Maintenance Dredging, Nassau County, FL (2017)— Project manager for design, permit acquisition, bid administration assistance, and construction for harbor and Intracoastal Waterway maintenance dredging. Project included design and construction administration for weir replacement at the dredged material management facility. • Review of Mississippi River Sediment Diversion Proposals,various parishes,LA(Ongoing)—Provided "extension of staff"support to the National Fish and Wildlife Foundation (NFWF)for Mid-Barataria and Mid-Breton sediment diversion projects. Reviews and staff support involved review of the scopes of work, program management plans, procurement delivery methods, regulatory processes, contractor deliverables, programmatic reports,contractor scopes of work,and cost estimates. DocuSign Envelope ID:8A38D49D-0147-4D7D-912E-1C394B896CD4 TAYLOR ENGINEERING , INC . Delivering Leading-Edge Solutions William Warren, GIT Background/Responsibilities Mr.Warren's geological studies focused on coastal morphology,coastal processes,sedimentology,and Coastal Geologist stratigraphy.Working as an intern at Taylor Engineering while earning his Master's degree,he obtained experience in geological analysis, physical monitoring, and construction observation for dredging and shore protection projects along Florida's coasts.Upon completing his studies,Mr.Warren joined Taylor Engineering as a coastal geologist in 2017. Mr. Warren assists in the company's coastal and marine Education geosciences lab specializing in sediment quality evaluation for dredging and DMMA offloading projects throughout the state. M.S./Geology, Florida Atlantic University Project Experience B.S./Geology, Florida Atlantic • Panama City PA:Bay Harbor Channel Vibracores, Panama City, FL(2019)-Coordinated a subsurface University geotechnical investigation to support the completion of the design for the Bay Harbor Terminal Federal Navigation Project. Wayne Stubbs,850-767-3220, wstubbs@portpanamacityusa.com Licenses/Certifications • Construction Phase Services for NA-1 Offloading, Nassau County, FL(2019)—Provided construction observation and topographic survey review to verify construction contractor's compliance with use Licensed Remote Pilot agreement for the Florida Inland Navigation District's NA-1 dredged material management area. Transportation Worker Mark Crosley,561-627-3386, mcrosley@aicw.org Identification Credential • Construction Observation for DU-2 and DU-3&4 Offloading, Duval County, FL(Ongoing)—Provided construction observation for offloading 400,000 cubic yards of material from two dredged material Years of Experience management facilities. Mark Crosley,561-627-3386, mcrosley@aicw.org Total With Firm • Offshore Borrow Sand Area Design and Permitting,St.Johns County,FL(Ongoing)—Conducted sand 3 3 source investigation (bathymetric, sidescan, subbottom seismic, and magnetometer surveys, and vibracore collection and analyses)to support the design and permitting of an offshore borrow area Professional Affiliations for the beaches of northern St.Johns County. Damon Douglas,904-471-6616, ddouglas@sjcfl.us American Shore and Beach • North Manasota Key Shoreline Assessment, Englewood, FL(2019)—Analyzed cross-shore sediment Preservation Association distributions and collected aerial photography via UAS to support the baseline beach condition assessment in advance of 2018 hurricane season for 2,500 ft long beach segment fronting the Gulf Florida Shore and Beach of Mexico. William Coyne, (239)272-9049 Preservation Association • DU-2 and DU-3/4 Offloading, Duval County, FL (2019) — Collected and analyzed soil samples from American Institute of dredged material management areas for chemical and geotechnical characteristics. Assisted with Professional Geologists preparation of a spoil site rejuvenation plan. Mark Crosley,561-627-3386, mcrosley@aicw.org Florida Association of • Programmatic Dredged Material Management Area Rejuvenation Plan, FL East Coast (2019) — Professional Geologists Prepare programmatic plan to offload all Florida Inland Navigation District dredged material management areas without severance fees or public notice, as allowed by Florida statute. Mark Crosley,561-627-3386, mcrosley@aicw.org • Dredged Material Management Areas Shoreline Repair, Duval and St.Johns Counties,FL(Ongoing)— Prepared preliminary design, acquired environmental permits, prepared final construction and bid documents,and assisted with bid administration for the shoreline stabilization project.Mark Crosley, 561-627-3386, mcrosley@aicw.org • Tillamook Jetties Repair Design,Tillamook Bay,OR(2019)—Conducted site visit and collected drone aerials for engineering report for USACE repair and rehabilitation of two jetties at the ocean entrance of Tillamook Bay.Jill Kiernan, P.E., (503)808-4391,Jill.A.Kiernan@usace.army.mil ■ Intracoastal Waterway Reach I Dredging, Flagler County, FL (2019) — Prepared preliminary design, acquired environmental permits, prepared final construction and bid documents, and assisted with bid administration for the Florida Inland Navigation maintenance dredging project. DocuSign Envelope ID:8A38D49D-0147-4D7D-912E-1C394B896CD4 William Warren,GIT • East Pass Sediment Impoundment Basin Feasibility Study, Okaloosa County, FL(Ongoing)—Coordinated a subsurface geotechnical investigation of the proposed sediment impoundment basin area to obtain data on the quality of the in-situ material, specifically, data necessary for determining whether the material is beach-compatible in accordance with Fla.Admin Code r. 62B-41.007. • Loxahatchee River Sediment Analyses,Jupiter,FL(2018)—Conducted laboratory geotechnical analyses of client-collected sediment samples from the Loxahatchee River. • Construction Observation for Dredged Material Management Area NA-1 Offloading, Nassau County, FL (2018) — Provided construction observation services and pre-and post-construction topographic surveys. • East Pass Emergency Dredging and Holiday Isle Beach Restoration, Destin, FL(Ongoing)—Services included construction drawings and technical specifications; construction administration, observation, and certification services; post-construction sediment sampling and analyses;and post-construction physical monitoring. • Engineering Review of East Timbalier Island Restoration Proposal, Lafourche Parish, LA (2018) — Provided the National Fish and Wildlife Federation (NFWF) with independent technical review of grant proposal for construction-phase funding for the barrier island restoration project. Review addressed engineering design, costs, sustainability, environmental impacts, and other technical issues. • MSA 434 Offloading and Nearshore Sand Placement,Volusia County, FL(2018)—Collected bathymetric,topographic,geotechnical, and cultural resources data; prepared preliminary design; and acquired environmental permits for offloading sand from the MSA 434 dredged material management area and placing it in the nearshore off of New Smyrna Beach. • C2017-069Hurricane Preparation and Response Plan, Volusia County, FL (Ongoing) — Identified upland, beach-compatible sand sources available for emergency beach restoration following hurricanes or other storms. Evaluated availability and quantity of sand in Intracoastal Waterway dredged material management facilities and other areas,developed a use agreement between the county and Florida Inland Navigation District,and identified trucking options for moving sand to the beaches. • Claude Perry Docking Facility Permitting, Destin, FL(2019)—Prepare permit applications for two docking facilities in Destin Harbor. Work included bathymetric survey,hydrographic certification, permit application submittal and regulatory agency coordination. • Harbor Branch Linkport Channel Permitting and Preliminary Design, Fort Pierce, FL (2017) —Revise maintenance dredging permit drawings and submit request to state and federal regulatory agencies for permit reverification. • Dredged Material Management Area BV-11 Permitting and Final Design, Brevard County, FL (Ongoing) — Engineering design, permitting,and bid assistance for the Florida Inland Navigation District's 96-acre BV-11 dredged material management area. • Legendary Yacht Club Dredging Design and Permitting,Destin,FL(2018)—Provided evaluation of permitting requirements,including natural resources impact analyses and mitigation strategy,for marina basin and navigation channel dredging.Prepared preliminary design and permit applications. • East Pass Beach and Shoal Monitoring, Okaloosa County, FL(2017)—Collect beach profiles and ebb shoal surveys. Analyze beach profile date to document beach shoreline and volume changes. • Western Destin Beach Restoration Post-Construction Monitoring,Destin,FL(2018)—Collect and analyze beach profiles to document beach performance over the four-year post-construction period. • Design and Construction Administration for NRDA-Funded Artificial Reefs,Santa Rosa County, FL(2019)—Provided design, bid,and construction administration for installation of several artificial reefs in the Gulf of Mexico.Reef designs included both pile-supported multi-media modules and pre-fabricated reef modules. The Deepwater Horizon Natural Resource Damage Assessment (NRDA) provided nearly$1.5 million for reef construction. • Jupiter Inlet Sand Trap and Intracoastal Waterway Dredging, Palm Beach County, FL (2017) — Engineering, environmental and construction administration services for joint Jupiter Inlet District and Florida inland Navigation District joint 2017 dredging project. • Canal Dredging Feasibility, Design, and Construction, Longboat Key, FL (2019) — Feasibility study of dredging needs and funding sources for maintenance of canals within the Town of Longboat Key. Design, permitting, and construction phase services for 16 priority canals identified in the feasibility study. • Norriego Point Shoreline Stabilization and Recreational Improvements, Destin, FL (Ongoing) — Construction administration and drone aerials for shoreline stabilization on Norriego Point within East Pass. • Construction Administration for Intracoastal Waterway Deepening in Broward County, Broward County, FL (2018) —Construction administration for deepening a 14,400-ft long segment of the Intracoastal Waterway from-10 ft to-15 ft mean low water. DocuSign Envelope ID:8A38D49D-0147-4D7D-912E-1C394B896CD4 TAYLOR ENGINEERING , INC . Delivering Leading-Edge Solutions Jenna N. Phillips, El Background/Responsibilities Ms. Phillips has more than twelve years' experience in a board range of coastal/marine engineering Coastal Engineer works, including the preparation of feasibility studies, beach management plans,coastal assessments, dredging and coastal structure design, numerical modeling, living shoreline planning and design, environmental restoration and mitigation, structural assessment and rehabilitation, beach design and renourishment, dredging and dredged material management, and regulatory coordination/permitting in the United States, Puerto Rico, and Caribbean. As project manager and regional office lead, she Education oversees all aspects of coastal and marine engineering projects-including planning,design,permitting, stakeholder outreach, contract administration, bid preparation, construction administration, M.S./Ocean Engineering, Florida monitoring and project closeout - with careful attention to detail, budget and project schedule for Institute of Technology projects of variable magnitude and size. With specialization in waterfront,living shoreline,and nature- B.S./Ocean Engineering, Florida based design, she has designed a variety of new and rehabilitated marinas and docks, jetties, Institute of Technology breakwaters/groins, artificial reefs, navigation channels, mooring fields, and shoreline stabilization projects. Ms. Phillips has designed a variety of living shoreline, artificial reef and nature-based design projects. Licenses/Certifications Ms. Phillips is experienced with Microsoft Office and Project,ArcGIS,AutoCAD,and MATLAB software Engineer Intern applications; CEDAS-GENSIS, Beach-fx, STWAVE, RMAP, SBEACH, ACES, and SMS models. She is also Open Water Certified Diver- familiar with application of prevailing engineering codes and specifications such as the Florida Building National Association of Code,ASCE-7,ACI 318,AISC Steel Manual,and the National Design Specification for Wood Construction Underwater Instructors to engineering design and has extensive experience applying applications outlined in the U.S. Army (NAUI) Corps of Engineers Coastal Engineering Manual (CEM). Project Experience Years of Experience Punta Gorda Climate Adaption Plan, Punta Gorda, FL(Ongoing)—As project manager, lead a multi- Total With Firm disciplinary team to prepare an update to the City's 2009 Climate Adaptation Plan and create a living 13 4 shoreline technical guidance document. Performed vulnerability analysis using GIS-based bathtub model, available digital elevation data, and the latest available sea level rise projections published Professional Affiliations by IPCC.Report identifies vulnerable thresholds and qualitatively delineates areas of vulnerability,as well as recommendations to the City's Comprehensive Plan and coastal management element Coastal,Oceans,Ports,and language.Climate Plan update includes a wide range of micro and macro level adaptation strategies. Rivers Institute(COPRI),ASCE Joan Lebeau,JLeBeau@cityofpuntagordafl.com,941-575-3311 —Policy Committee Chair • Punta Gorda Seawall Alternatives Study, Charlotte County, FL (Ongoing) — Serving as Project American Society of Civil Manager, the goal of this study is to streamline the City's seawall maintenance, monitoring, and Engineers(ASCE)—Energy, management efforts through transfer of engineering knowledge and guidelines regarding seawall Environment,and Water materials and construction methods. Study entails a detailed review existing available data and GIS Policy Committee Member records, develop/advance the City's GIS seawall replacement tracking and inventory, identify associated costs for repair/replacement, and conduct an alternatives analysis. This analysis will American Shore&Beach include a seawall replacement forecasting model and a summary report of findings. Gary Disher, Preservation Association— GDisher@cityofpuntagordafl.com, (941)575-5021 Science&Technology Committee Member • North Manasota Key Shoreline Assessment, Englewood, FL (2019) — Prepared baseline beach condition assessment in advance of 2018 hurricane season for 2,500 ft long beach segment fronting Western Dredging Association the Gulf of Mexico. Collected beach profile surveys, drone aerials, sediment grab samples and field (WEDA) investigation data to analyze the existing condition of the beach.Analysis included development of historic shoreline and volumetric changes, erosion rates,and granularmetric data analysis. William Coyne, (239)272-9049 • Indian River Restoration Dredging Near Eau Gallie River, Brevard County, FL (Ongoing) — Obtained muck sediment physical and chemical, thickness, and bathymetry; seagrass and shoreline vegetation distribution; and shoreline structures information in 550- acre project area.Analyzed and evaluated data to develop muck dredging templates.As project manager, coordinated with team to prepare preliminary design and permit application to acquire state and federal permits. The work in progress includes preparation of the final design,opinion of probable cost,and bid documents.Matt Culver,matt.culver@brevardcounty.us, Phone:321-633-2016 DocuSign Envelope ID:8A38D49D-0147-4D7D-912E-1C394B896CD4 Jenna N.Phillips,El • West Coast Inland Navigation District Beach Placement Management Plan, Southwest FL(Ongoing) — Project manager responsible for developing a GIS database to inventory evaluated sites for beach placement of dredged material from Intracoastal Waterway and other regional waterways, identify project location, capacity, permit details, and ownership. Upon completion of inventory, prepare a beach placement site management addendum to the West Coast Inland Navigation District's dredged material management plan • Big Pass Borrow Plan Peer Review, Sarasota, FL(2017)—Assisted to provided independent peer review of City of Sarasota coastal engineering planning documents for Big Sarasota Pass borrow area and Lido Key groins. • Casey Key Shoreline Stabilization Study, Sarasota County, FL (2019) — Project manager responsible for conducting forensic field investigation of a shoreline along Casey Key Rd.and adjacent revetment fronting the Gulf of Mexico.The project includes extensive topside and underwater field investigation,development of interim emergency alternatives for stabilizing the road,permitting,long- term alternative assessment, design, and construction administration. The project requires stakeholder outreach and county commission meeting updates. • Canal Dredging Feasibility, Design, Permitting, and Construction, Longboat Key, FL(Ongoing)—Project manager leading all aspects of canal dredging feasibility study and construction within the town of Longboat Key.Study evaluated 70 residential canals. Collected field data (to include bathymetric soundings, sediment samples) collection characterized the canal system existing conditions. Evaluated historical dredging records,determined dredging volumes,locations,disposal options and probable costs. Facilitated the creation of a GIS database with results of the study,property appraisal data,historic aerials,and other geo-referenced information for the Town's use in future project tracking.Lead efforts to coordinate stakeholder outreach meetings with the town and identified funding options. Responsible for natural resource surveys, project planning, dredging design, permitting, dredged material management design,and construction administration for dredging 16 priority canals identified in the feasibility study. • Lido Beach Interim Emergency Fill Alternatives,Sarasota, FL(Ongoing) —Project manager responsible for evaluation of alternative designs,permitting requirements,and funding sources;preparation of final designs;and construction administration services for an emergency interim fill project on Lido Key Beach for the City of Sarasota. • Greer Island Beneficial Use and Channel Stabilization, Longboat Key, FL (2018) — Project manager leading field investigation, evaluation of alternatives, developing dredge cut volumes and design alternatives, permitting, and construction administration. Project entails maintenance of an existing interior channel and removal of portions of a sand spit that has migrated inland along the interior of Longboat Pass. • U.S. Coast Guard Waterfront Facilities Inspections, various locations, U.S. (Ongoing) —Task manager leading a team of engineers and divers to conduct topside and underwater inspections of waterfront structures and preparation of inspection reports providing structural condition assessment and repair recommendations. Inspected structures included fixed and floating docks, piers, bulkheads, revetments,seawalls, boat ramps,breakwaters,pile supported concrete wharfs,and marine railways. • Gulf Intracoastal Waterway Dredged Material Management Plan, Southwest FL (2017) — Project manager responsible for preparation of dredged material management plan for the GIWW for the West Coast Inland Navigation District.The plan included projections of maintenance dredging volume for a 50-year period, inventory of the District's dredged management area property and easements,discussion of possible storm impacts on the waterway and adjacent inlets,and review of all existing Noticed General Permits and historic Regional Waterway Management System records to characterize potential impacts to secondary and tributary channels. • Eau Gallie River and Elbow Creek Dredging Project,Brevard County,FL(2019)—As task manager working directly under the engineer- of-record,involved in all facets of the project including planning,design,and implementation of a dredging template.The template reflects installation of a four-mile pipeline route, directional drilling locations,detailing of the dredged material management area (DMMA)for dredge material decant and treatment,and final disposal.Assisted with coordination with private land owners adjacent to the dredging, pipeline, and DMMA site through execution of land use agreements, dredging waivers for waterfront properties, and attendance at public stakeholder outreach meetings. • Sykes Creek Dredging Engineering and Permitting Services, Brevard County, FL(Ongoing) —Project manager for design, permitting, construction drawings and specifications for the dredging of Sykes Creek to remove muck and provide environmental restoration. The project will deposit the dredged muck material within a refurbished dredged material management area. • Dredged Material Management Area BV-24A Field Investigation and Preliminary Design,Brevard County,FL(2016)—Assisted project manager in updating the DMMP, evaluated the dredged management material area (DMMA) for adequate volume capacity, designed an alternate pipeline route from the Intracoastal Waterway to the DMMA, and provided calculations for dewatering timeframes through the box weir system. DocuSign Envelope ID:8A38D49D-0147-4D7D-912E-1 C394B896CD4 Terraquatic, Inc. ��������� 6836 Bayshore Drive SURVEYING AND MAPPING Lantana, Florida 33462 Professional Resume - Kenneth C. Jackson, P.S.M. Title: President Contract Assignment: Director of Surveying Education: Palm Beach Community College, Land Surveying Registration: Licensed Professional Land Surveyor,Florida, 1988 Continuing Education: Florida Minimum Technical Standards Florida Laws,surveying and mapping Mean High Water Determination Corporate Experience: Terraquatic,Inc.—Surveying&Mapping President&Director of Surveying 2014-Present > For over five years Mr.Jackson has been not only the president of Terraquatic, Inc. and responsible for managing and conducting normal business functions but is still actively involved in all field surveys either directly or over seeing specific projects. ➢ The specific survey he performs on a normal basis, include but are not limited to,bathymetric surveys both single beam and multibeam,remote sensing survey and investigations such as side scan sonar,magnetometer and geotechnical investigations,related to sediment thickness and sampling for classification of soils. > The client base at Terraquatic,Inc.covers a wide array of private dredging firms,government agencies,coastal engineering firms and home owner associations and private home owners. Sea Diversified,Inc.—Surveying&Engineering Vice-President/Director of Surveying 2004 to 2014 ➢ Mr.,Jackson was responsible for all surveying operations,planning,directing and performing field operations on specific projects. Responsibilities included managing field personnel,marketing,processing,reviewing and responsible for all surveys produced and certified. D The specific survey he performs on a normal basis, include but are not limited to,bathymetric surveys both single beam and multibeam,remote sensing survey and investigations such as side scan sonar,magnetometer and geotechnical investigations,related to sediment thickness and sampling for classification of soils,underwater utility locations,including jet probe and electronic tracking of utilities related to bridge design projects. Mr. Jackson was also involved and directed several wave,current and tide studies for coastal engineering design projects,cruise ship port design and vertical datum determination for chart datums in remote locations throughout North and South America including the Bahamas and the Caribbean. D Surveys were conducted for a diverse group of public and private clients such as the State of Florida,FDOT,several Florida Counties,large dredging firms,coastal engineering firms,port and coastal engineers and local contractors. Hi WWW Terraquatic.Net Off ce Phone 561-400-8348 DocuSign Envelope ID:8A38D49D-0147-4D7D-912E-1 C394B896CD4 TerrTayrive atic, Inc. �������� 6836 Lantana, Florida 33462 SURVEYING AND MAPPING Sea Systems Corporation.—Surveying& Engineering Vice-President/Director of Surveying 1992 to 2004 ➢ In 2004 SSC partners split the company which produced Sea Diversified,Inc.,so most responsibilities and field surveys tasks were an extension from SSC,with the exception of a large amount of experience with the US Ary Corps of Engineers in the Jacksonville District(USACE-Jax). ➢ Mr.,Jackson was responsible for all surveying operations,planning,directing and performing field operations on specific projects. Responsibilities included managing field personnel,marketing,processing,reviewing and responsible for all surveys produced and certified. > The specific survey he performs on a normal basis,include but are not limited to,bathymetric surveys both single beam and multibeam,remote sensing survey and investigations such as side scan sonar,magnetometer and geotechnical investigations,related to sediment thickness and sampling for classification of soils,underwater utility locations, including jet probe and electronic tracking of utilities related to bridge design projects. Mr.Jackson was also involved and directed several wave,current and tide studies for coastal engineering design projects,cruise ship port design and vertical datum determination for chart datums in remote locations throughout North and South America including the Bahamas and the Caribbean. > Surveys were conducted for a diverse group of public and private clients such as the USACE-jax.District,State of Florida,FDOT,several Florida Counties, large dredging firms,coastal engineering firms,port and coastal engineers and local contractors. Coastal Planning&Engineering,Inc.—Surveying&Engineering Vice-President/Director of Surveying 1989 to 1992 ➢ Mr.Jackson was qualifying the firm as a licensed surveyor and responsible for all surveying operations,planning, directing and performing field operations on specific projects. Responsibilities included managing field personnel, marketing,processing,reviewing and responsible for all surveys produced and certified. > The specific survey he performs on a normal basis, include but are not limited to,bathymetric surveys,remote sensing survey and investigations such as side scan sonar,magnetometer and geotechnical investigations,related to sediment thickness and sampling for classification of soils primarily related to beach nourishment and re- nourishment projects. ➢ Surveys were primarily focused on beach projects typically for municipalities and government agencies. City of Boca Raton—Surveying Department Survey Technician,Survey Crew Chief and Survey crew Manager 1983 to 1989 ➢ Mr,Jackson started as a survey technician within the survey department and soon worked his way to directing the survey crews. In 1988 Mr.Jackson obtained his professional license in the State of Florida. ➢ While with the City Mr.Jackson was involved in several municipal projects such as road widening or route surveys, property acquisitions,preparing utility and specific purpose sketch and descriptions. He was also involved in preparing and establishing a citywide vertical control network for utility projects. Pt/Q, (ii WWW.Terraguatic.Net Qffice Phone 561-400-8348 DocuSign Envelope ID:8A38D49D-0147-4D7D-912E-1C394B896CD4 Terraquatic, Inc. T QUA 6836 Bayshore Drive SURVEYING AND MAPPING Lantana, Florida 33462 Professional Experience: For forty-two(42)years of experience in the surveying and mapping industry with specific expertise in hydrographic and remote sensing surveys,large scale wave current and tide studies,topographic surveying,boundary surveying and geodetic control surveying. Mr.Jackson has been involved with numerous large-scale mapping projects encompassing beach and nearshore surveys,citywide canal systems bathymetric surveys,dredging projects encompassing pre and post- conditions dredge surveys,charting and volumetric evaluations. His experience also includes remote sensing surveys such as side scan sonar,magnetometer and sub-bottom profile surveys. For underwater investigations,Mr.Jackson is a certified Nitrox Diver,participating in underwater video and inspections,underwater mapping for environmental projects, tide/wave/current investigations,and various other diver-assisted surveys. Locations: Mr Jackson not only has experience working throughout the entire state of Florida but also in the following locations: ✓ Bahamas, including fiber optic cable as-built surveys throughout over 18 individual islands. ✓ Turks&Caicos ✓ Haiti,five separate projects for cruise ports,port development and hurricane assessment surveys ✓ Dominican Republic two projects hurricane assessment and dredge survey for the Carnival Port built in 2016 ✓ Puerto Rico,multiple projects for the USACE, San Juan Harbor,aerial target placement large scale mapping surveys and the re-alignment of the Rio De Manati in Barceloneta(river survey and city-wide mapping for flood protection) ✓ British and US Virgin Islands including,St Thomas,St.John's,Tortola,Virgin Gorda ✓ St Maarten. Cruise&Cargo Port monitoring surveys,port hurricane clearance bathymetric and remote sensing surveys. ✓ St.Kitts,Nevis&Antigua,dredging projects for shipping and cruise ports ✓ Panama, 1999 aerial mapping for new canal design coast to coast aerial target placement and geodetic control survey. ✓ Roatan Honduras,cruise port development and private cable surveys ✓ Maracaibo,Venezuela,oil spill survey assessment on behalf of Lloyd's of London Insurance. ✓ French Guyana, Cayenne,route survey near the mouth of the amazon river for a fiber optic cable design. Client Base: • Palm Beach county,DERM • Town of Palm Beach • Miami Dade County • Broward County • City of Sanibel • Lee County • Collier County • Florida DOT • USACE, Jacksonville District • Great Lakes Dock&Dredge • Weeks Marine • Orion Construction • Moss/Kiewit Joint Venture,Port Everglades • Olsen&Associates • Cedarburg/Cummins [ IL Z (Ii WWW.Terraguatic.Net Office Phone 561-400-8348 DocuSign Envelope ID:8A38D49D-0147-4D7D-912E-1 C394B896CD4 hu, ..., `,ski. STATE OF FLORIDA C0Zr' 4 E3'. STATE OF FLORIDA DEPARTMENT OF BUSINESS AND PROFESSIONAL REGULATION BOARD OF PROFESSIONAL ENGINEERS PE71538 ISSUED:02,27/2019 !HE E NGINEERING BUSINESS HEREIN IS AUTHORIZE I �.+EF .t PROFESSIONAL ENGINEER PROVISIONS OF CHAPTER 471 ELORIDA.•!Al ,I CUMMINS.JASON ROLLAND CUMMINS CEDERBERG,INC. 7550 RED ROAD All)SURE 2:7 _ SOUTH MIAMI FL 33143 UCENSE NUMBER'CA29062 SI:'n ture EXPIRATION DATE FEBRUARY 28.2021 LICENSED UNDER CHAPT " '71,FLORIDA STATUTES awa.,wedi,w ease,on4ne N M Honda K w„e cm. 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EXPIRATION DATE: FEBRUARY 28,2021," I7 a This if your Mane II if unlawful 1a am/pr otter t an the licensee to usetK,da umrvI MO,LLDfl.COMMON bian.ZACNla.EEC6TM. - dbzr STATE OF FLORIDA DEPARTMENT OF BUSINESS AND PROFESSIONAL REGULATION BOARD OF PROFESSIONAL ENGINEERS THE PROFESSIONAL ENGINEER HEREIN IS UCENSED UNDER THE PROVISIONS OF CHAPTER 471 FLORIDA STATUTES TAYLOR,JASON S. 3245 VIRGINIA 4 58 MIAMI FL33133 LICENSE NUMBER'PE60277 EXPIRATION DATE FEBRUARY 28.2021 away,....h I.enw onion,.al M.FbrdY,.m,e con. ,ae4 ;-,„r. Do rot alta the,document in ani,form. Thr,it mu kerne It n unlaw�ul to anyone other thin the Mtemee to une On document Ona.- DocuSign Envelope ID:8A38D49D-0147-4D7D-912E-1 C394B896CD4 enr,oesare8omens., Mawr& ean.Serre,..r C Dor r cbor • p' ya STATE OF FLORIDA STATE OF FLORIDA DEPARTMENT OF BUSINESS AND PROFESSIONAL REGULATION DEPARTMENT OF BUSINESS AND PROFESSIONAL REGULATION BOARD OF PROFESSIONAL ENGINEERS BOARD OF PROFESSIONAL ENGINEERS THE ENGINEERING BUSINESS HEREIN IS AUTHORIZED UNDER THE THE PROFESSIONAL ENGINEER HEREIN IS LICENSED UNDER THE PROVISIONS OF CHAPTER 471.FLORIDA STATUTES PROVISIONS OF CHAPTER 471,FLORIDA STATUTES TAYLOR ENGINEERING,INC. ARMBRUSTER,JONATHAN THOMAS 10199SOUTHSIO1 BLVD 10199 SOUTHSIDI BLVD SUITE 310 SUITE 310 JACKSONVILLE FL 3225E IACKSONVILIE FL 32256 C-. LICENSE NUMBER:CA4815 L LICENSE NUMBER:PE57959 EXPIRATION DATE:FEBRUARY 28.2021 EXPI RATION DATE:FEBRUARY 28.2021 Aiwa wily lir wn,h o,Nv at WCIrci<Lla wi�,w,. AKrm.,*err la„1S wire at MyFNorttKenw<,an P.40 Dothis document M anybaro. Do not alter this document el any form. not alter `•~`• TM is your license.It is unlawful for anyone oNa than the licensee to use this document O •�t 'his is your license.It is unlawful for anyone other than the licensee to use this document. a'CNSCOnt Cnvtev<w 16RAn4H 7OCnRU SLNRaoy _. _ Irn Osis+<.....�c. •t dbpr 41 HIT <z - STATE OF FLORIDA STATE OF FLORIDA • DEPARTMENT OF BUSINESS AND PROFESSIONAL REGULATION • BOARD OF PROFESSIONAL ENGINEERS BOARD OF PROFESSIONAL GEOLOGISTS THE PROFESS o-AI ENGINEER HrAFIN IS I ICLN'.F:,IIr.DI,„Ir THE PROFESSIONAL GEOLOGIST HEREIN IS LICENSED UNDER THE PROVISIONS OF CHAPTER 471.L LORIUA STA I l:if`- PROVISIONS OF CHAPTER 492.FLORIDA STATUTES • ALEY,WILLIAM CULLEN 80516TH AVENUE NORTH SIDDIQUI,YEHYA SHAKEEL JACKSONVILLE BEACH FL 32250 • 885 MALCOLM CHANDLER LN • UNTT 206 WEST PALM BEACH FL 33401 • LICENSE NUMBER:PG2904 I LICENSE N UMBER:0E87400,- EXPIRATION DATE:JULY 31,2020 EXPIRATION DATE:FEBRUARY 28,2021 Always may INenses online at MVFlondaoceme.<on, Aiwa,.erns kernelw+.e at M,flw,dr..eme<u m O, .o , O , O . on Do ore alter this document u,a,bo Do not alter this document int any form. row F�Y� s rolicense.It n M unlawful tue anyone other dun c IK0re. LAC e Usesdocument. '•`f `.• Thus is your license.It is unlawful for anyone other than the licensee to use this document. 191re,. s!.u•w Florida Department of Agriculture and Consumer Services Division of Consumer Services License No.: LS4549 Board of l'rofessional Surveyors and Mappers Expiration Date February 28,2021 2005 Apalachce Pkway Tallahassee.Florida 32399-6500 a� 6�iuwtR ata Professional Surveyor and Mapper License Under the provisions of Chapter 472. Florida Shit111CS KENNETH CHARLES JACKSON a � 121 SE 24TH AVE fl C.f ( J LI-. BOYNTON BEACH,FL 33435-7634 NICOLE"NIKKIr"FRIED COMMISSIONER OF AGRICULTURE 'las 15 to certify INN the professional surveyor anal mapper whose name and addrr.cs are thnwn Obrve is licensed as requited by Chapter 412,tnlurlelw\I:MUICa. v "iglic V\ \ , , - DocuSign Envelope ID:8A381)490-0147-4D7D-912E-1C3948896CD4 . I, - v" . . = - . • I . 1* N. - ,. * fi,t. • ,, .... 0..1 \ . , , ' :' ..:. -•41. 1.1 /. •- ,, . if. . , ' 0/ ,,.i A, . • ictis.:44.. 0 *'1, . Tab 3.2 , - ...., .3„ . .4 .... Project Manager I .!, li AO. `, \ V it , r . , ., . - , .4111PlibtLtt ii b 1‘ i 1.1 '. ''4114 V.. • i, 1,,, 1, . . : . , '4104:k-% . . • -4- f ",:;-" • ' ' ilk V t - fail. Ji1P- , .— . • . -7- . • . -_ ... , - . - . • .-.. CN1 . S2 F- . . e gill , .. imam, ... .. .......- ..- ... . . - . '24(' www.CumminsCederberg.com ., DocuSign Envelope ID:8A38D49D-0147-4D7D-912E-1 C394B896CD4 Professional Coastal Engineering Services for Waterway Dredging CUMMINS I CEDERBERG City of Miami Beach RFQ#2020-161-ND Coastal&Marine Engineering 3.2 Project Manager Jannek Cederberg, PE The Cummins Cederberg team will be led by Jannek Cederberg, PE, a professional rAt#r coastal engineer with extensive experience in planning, designing, and permitting '' p.;&'t ). coastal and marine projects in South Florida. Jannek is formally trained as a civil . ..Ili': - engineer, specializing in coastal engineering, from the Technical University of , Denmark, and brings 20 years of experience in marine field investigations, • • '' numerical modeling, navigation and dredging design, sea level rise, environmental lk ' permitting and construction. Additionally, he has been selected to participate in several expert groups to develop industry guidelines. Jannek has a true hands-on approach and experience with several dredging projects from initial field work and analyses through design, permitting and construction. He has served as Project Manager or Senior Engineer for more than 10 dredging design projects in the last 5 years within Southeast Florida including several in Miami-Dade County. Projects range from smaller waterways to larger - shoals, similar to what the City may encounter as part of the proposed work. His dredging experience includes creating a project of opportunity by coordinating an upland dune project for storm protection utilizing dredge material from an unrelated project, resulting in a significant cost savings for both clients. Jannek has been working with public entities such as Miami-Dade County, the City of Miami, and Palm Beach County as well as numerous private entities on various dredge projects. He recently prepared long-term Capital Improvements Plans for all Miami- Dade County's major waterfront parks based on engineering inspections, environmental assessment, permitting feasibility, and resiliency analyses. Jannek k. recently served as expert witness representing the Government of Turks & Caicos for a large $100M+ lawsuit related to a large dredging project. He was , ~ selected through a detailed vetting process among international experts. Uncommon for many engineers yet required when establishing a firm that started ` ‘ • ' with only two coastal engineers, Jannek has also led and processed numerous ;id. " environmental permits instead of handing off to support staff. This has provided a . unique experience supplementing the required engineering training, which allows him to understand a project from all aspects. Based in Miami-Dade County for nearly 20 years, Jannek is intimately familiar with the City of Miami Beach by serving as Project Manager or Lead Engineer on many ° • ' of the firm's more than 40 projects in the last 10 years within the City and numerous =�I prior. He has served as Project Manager for almost 10 years for one of Cummins Cederberg's many long-term repeat clients, Sunset Harbour Yacht Club in Miami i Beach, as part of various rehabilitation and maintenance projects. These local f projects provide critical insight relative to the navigable conditions along the waterways, as well as local stakeholder concerns and potential opportunities and __ constraints to the project. A common thread through all Jannek's project • - ' involvement, is the guiding principle of providing cost-effective and implementable 1 strategies, a principle developed through years of practical design and construction experience as well as direct contact with clients. Project Manager Page 31 DocuSign Envelope ID:8A38D49D-0147-4D7D-912E-1 C394B896CD4 Jannek Cederberg, PE CUMMINS I CEDERBERG Project Manager Coastal&Marine Engineering SKILLS & EXPERTISE ✓ Waterfront Engineering and Planning ✓ Coastal Resiliency 4 ✓ Numerical Modeling 1 I Environmental Permitting V Coastal and Marine Structures ✓ Coastal Processes -Waves, Currents, Sediment Transport and Hurricanes YEARS OF a:_.... •� �'.i}r. 1.'r„4 , -_ EXPERIENCE - � EDUCATION • M.S. Coastal Engineering, RELEVANT EXPERIENCE Technical University of Denmark As Principal Engineer, Jannek Cederberg is responsible for all engineering production including scheduling, resource allocation, and quality management. LICENSES He is formally trained as a coastal and marine engineer from the Technical • Florida PE No. 69839 University of Denmark. He has more than fifteen years of experience in coastal and marine engineering. Jannek is a registered professional Engineer in the PROFESSIONAL United States and he has completed engineering analyses, designs and AFFILIATIONS permitting for a variety of shore protection, beach nourishment, river, cruise ship, • Permanent International marina and waterfront projects throughout Florida, the Caribbean and Central Association of Navigation America. Congress Fisher Island Slip Widening Project, Miami, Florida. Dredge and scour • Member of PIANC Working protection design for slip widening. Evaluated required dredge elevation based group on proposed commercial ferry required under-keel clearance and hardbottom • Design and Operational location. Evaluated the scour resulting from the proposed commercial ferry at the Guidelines for"Superyacht slip and determined the protection scheme to prevent scour from the vessel to Facilities" occur within the slip. Seabed velocities were determined from the proposed ferry's • Danish Society of Hydraulic characteristics and the required scour protection (rock diameter, weight, layers, Engineering etc.)was determined at the slip (Fisher Island Community Association, Nov. 2016 • Port Everglades Association - January 2020). Reference: Michael Posey; 786-475-2065; • Florida Association of mposey@fisherislandfica.com Environmental Professionals • Environmental and Land Use Lake Worth Inlet Flood Shoal Dredging, Palm Beach County, Florida. Law Section of the Florida Performed the coastal engineering analysis and dredge design for the Lake Worth Bar Lagoon Flood Shoal Dredging Project.The coastal engineering analysis included the numerical model of the tidal hydrodynamics at the project site and the modeling of the sediment transport patterns following the dredging of the project. Conducted an analysis of the potential impacts to the local marine resources during dredging operations and developed construction methodologies to prevent impacts to the marine resources (Marine Industries Association of Palm Beach County, Inc., April 2019 - Ongoing). Reference: Eric Anderson; 561-233-2514; EAndersonl@pbcgov.org Dolphin Marina Restoration Dredge Project, Little Torch Key, Monroe County, Florida. Prepared a dredging design for the Dolphin Marina in Little Torch Key. The dredge design included the proposed dredge elevations based on sediment www.CumminsCederberg.corn DocuSign Envelope ID:8A38D49D-0147-4D7D-912E-1 C394B896CD4 Jannek Cederberg, PE CUMMINS I CEDERBERG Project Manager Coastal &Marine Engineering probes conducted at the project site. The construction methodology and material handling procedures were established as part of the required dredging narrative for the permit applications. The dredge footprint was delineated to avoid impacts to existing seagrasses. The quantity of dredging material was estimated using the existing bathymetry and the proposed dredging design template(Little Palm Dolphin Resort Development, LLC, February 2018—March 2018). Reference:Everett Atwell; 863-607-9496;ironwoodvg@tampabay.rr.com Pelican Harbor Marina Dock D Maintenance Dredging Project,Miami-Dade County, Florida. Prepared a dredging design for maintenance dredging of the marina basin at the Pelican Harbor Marina in Miami-Dade County. As part of the dredge design sediment probes were conducted to identify the location of the limestone layer and the thickness of the silt layer. Based on bathymetric surveys conducted at the site, the design dredge template was developed for the proposed area adjacent to Dock "D" at the site. quantities of dredge materials were estimated using a 3-D surface model based on the design dredge template and the bathymetric survey. Sea Breeze Resort Maintenance Dredging, Islamorada, Florida. Prepared a maintenance dredging design for the Seabreeze Resort in Islamorada. Conducted sediment probes as part of the data collection portion for the dredging design. The sediment probes identified the thickness of the silt layer and the location of the hardbottom. Based on the sediment probes and bathymetric survey information, a dredge template was established, and the dredging amount quantified. Little Palm Island Restoration Dredge Project, Munson Island, Monroe County, Florida. Prepared a dredging design for the Little Palm Island Marina in Munson Island. The dredge design included the proposed dredge cross-sections based on data collected from bathymetric surveys at the project site. The developed dredge cross-sections included the cubic yards per linear foot of dredge for each cross-section and the delineation of the hardbottom. 1097 Hillsboro Mile Maintenance Dredging Project, Hillsboro Beach, Florida. Prepared a dredging design for maintenance dredging of a private residence in Hillsboro Beach.The material to be dredged was in front of an existing sheet pile retaining wall, and thus the design needed to consider potential stability issues based on the sheet pile characteristics and removed material. Dredge cross-sections were developed based on the stability requirements for the sheet pile wall and vessel under-keel clearance requirements. Quantities of dredge materials were estimated using a 3-D surface model based the bathymetric site and dredge cross-sections. Ocean Breeze Community Maintenance Dredging, Marathon, Florida. Prepared a maintenance dredging design for the Ocean Breeze Community in Islamorada that faced significant damage from Hurricane Irma and was in need of repair. Conducted sediment probes as part of the data collection portion for the dredging design. The sediment probes identified the thickness of the silt layer and the location of the hardbottom. Based on the sediment probes and bathymetric survey information, a dredge template was established, and the dredging amount quantified. Town of Bay Harbor Islands Resiliency and Seawall Condition Assessment, Bay Harbor Islands, Florida. Shoreline assessment and island resiliency study for the entire Town of Bay Harbor Islands. The shoreline assessment included 20,000 feet of shoreline, including seawalls, rock revetment, residential areas, bridges, and the causeway that connects the town to the mainland. LiDAR survey data was processed to provide 3D elevation map, and an analysis of the water levels to predict sea level rise, along with tidal data analysis. Costa Brava Marina, Miami Beach, Florida. Environmental permitting for reconstruction of a 30-slip marina in Biscayne Bay through local, State, and Federal Agencies such as Miami-Dade County DERM, FDEP, and USACE. Engineering support through construction bid process, including bid evaluation, contractor selection and construction administration. Dade Boulevard/Collins Canal Shoreline Stabilization & Seawall Replacement, Miami Beach, Florida. Marine engineering and construction drawings for 2,670 LF of shoreline stabilization associated with a linear park and bike path. Structural design of steel sheet pile and reinforced concrete cap, including barrier wall connection, and utility crossover detail for FPL 69KV oil-filled transmission line. www.CumminsCederberg.corn DocuSign Envelope ID.8A38D49D-0147-4D7D-912E-1C394B896CD4 Tab 4.0 - Approach and Methodology y ti. r O I03 www.CumminsCederberg.corn DocuSign Envelope ID:8A38D49D-0147-4D7D-912E-1 C394B896CD4 Professional Coastal Engineering Services for Waterway Dredging CUMMINS I CEDERBERG City of Miami Beach RFQ#2020-161-ND Coastal&Marine Engineering 4.0 Approach and Methodology The City of Miami Beach (City) is one of the world's premier boating destinations and is surrounded by Biscayne Bay and the Atlantic Ocean. Boating is often closely tied to the real estate along waterways as a desired and key amenity. The safe passage of vessels through the City's waterways requires adequate water depth, which also can promote increased flushing and improved water quality. The City is initiating a dredging program through this RFQ to facilitate, coordinate, and provide technical assistance for waterway dredging design, permitting, and mitigation plan development. The following approach and methodology is proposed by the Cummins Cederberg team to execute the project. Understanding of Navigable Waterways The City identified 11 navigable waterways for dredging as part of this RFQ, and we recognize additional areas may be added. These waterways are located throughout the City and border both public and private waterfront. We understand each waterway's unique permitting, design, and construction challenges for this project and bring our exceptional qualifications and experience to the City. • Tatum Waterway - Tatum Waterway is located > - between Tatum Waterway Drive and Crespi Boulevard, with Indian Creek to the north and Normandy Shores to the I , Southwest. It is approximately 250 feet wide and primarily lined with residential properties on each side and bridges which may limit vessel size in certain areas. The waterway is primarily used by smaller boats and paddleboards. • Normandy Waterway - Normandy Waterway is between the two islands that make up Normandy Shores, located east of North Bay Village and west of Atlantic �` Heights. It is approximately 150 feet wide and primarily lined 3f,y with residential properties on each side. The waterway is crossed by two bridges, one at each end providing for smaller boats in this waterway. Many of the homes and condominiums have small docks with moored vessels. Biscayne Point - Biscayne Point is a canal between _ Cleveland Road and Daytonia Road. It is located west of II Tatum Waterway, south of Indian Creek, and north of r Normandy Isles. This area is all residential and narrow(-100 r r feet). A high number of boats and jet skis make the canal even more confined. There are two bridges along the canal • with relatively low clearance Approach and Methodology Page 32 DocuSign Envelope ID:8A38D49D-0147-4D7D-912E-1 C394B896CD4 Professional Coastal Engineering Services for Waterway Dredging CUMMINS I CEDERBERG City of Miami Beach RFQ#2020-161-ND Coastal&Marine Engineering PA 11 i Biscayne Waterway - Biscayne Waterway is located south of Surprise Lake and north of Sunset Lake, directly lit' east of the Mount Sinai Medical Center. Most of the canal is wide (-250 feet) and is fronted by a mix of residential and 1.1111111111111_ _...---44111111111111 commercial properties - many with docks. The canal is crossed by two bridges with moderate clearance, one of which is adjacent to the "Welcome to Miami Beach" mural. - Surprise Lake - Surprise Lake is south of La Gorce ''f4 - - - Island and north of Biscayne Waterway. There are wide canals, each with a bridge crossing, feeding the lake and the lake itself has a width of approximately 450 feet. The area is about 90% residential with the recently developed Ritz Carlton Residences on the west with a 36-slip marina. There are many docks around the lake. With typical boat sizes ranging from 25-30 feet. Surprise Waterway - Surprise Waterway is northwest of Surprise Lake, just south of Fisher Park and southeast of ;§; North Bay Village. The canal is approximately 150 feet wide .. ' `..�- with several newer docks on the south side.There is a bridge on the east side of the waterway leading into Surprise Lake and one on the west side leading into Biscayne Bay. I ----4'- '11‘—r: `Isl � , .:r i'' Flamingo Waterway - Flamingo Waterway is ' ""t_' : '„ .. northeast of Surprise Lake and flows directly into Indian Creek on the east. This curved waterway is lined by residential development and is approximately 150 feet wide. A bridge crossing at Pine Tree Drive separates the waterway from Indian Creek to the east. Many of the properties have residential boat docks along the waterway. I Approach and Methodology DocuSign Envelope ID.8A38D49D-0147-4D7D-912E-1 C394B896CD4 Professional Coastal Engineering Services for Waterway Dredging CUMMINS l CEDERBERG City of Miami Beach RFQ#2020-161-ND Coastal&Marine Engineering '=, 111011 Sunset Lake - Sunset Lake is between the Sunset Isles III and North Bay Road. It is north of Dade Boulevard, south of Mount Sinai Medical Center, and just west of Miami Beach Golf Club.This area is residential and approximately 750 feet wide. The lake is fed by 5 canals, all of which are crossed by bridges except for the center canal. The bridges have relatively low clearance, which limits the size of vessels that transit through the canals; however, the open center canal Iprovides opportunities for larger yachts for all properties. ' • Sunset Islands Canals - The Sunset Islands Canals • are directly west of Sunset Lake. The canal widths vary from approximately 75 feet to 225 feet. The shoreline is fronted by residential development with small docks. The canals flow into Biscayne Bay,just north of the Venetian Islands. Typical boat sizes range from 25-30 feet, with a small number of larger boats over 75 feet. Direct bay access is provided to all properties though some portions through Sunset Lake and the center canal. `` _ Collins Canal -Collins Canal is located adjacent to Dade ,j' Boulevard, and extends from Lake Pancoast to the Venetian Causeway. The canal is approximately 50 feet wide and is 7--x-!',:. . 1;, crossed by multiple bridges with very low clearance, which - "'' significantly reduces navigational access. The waterway is fronted by single family home and large condominiums. / ' i Cummins Cederberg designed the almost 3,000 feet of seawall along Dade Blvd.fronting the canal and inspected all seawalls along the opposite shoreline. Waters of Biscayne Bay - The Waters of Biscayne Bay are located between mainland Miami and Miami Beach, ,r and include the shoreline along Port Miami, North Bay .iiiVillage, Venetian Islands, and Normandy Isles. The mi shoreline is fronted by public and private development including single family homes, condominiums, and public parks. The waters are heavily used by the public for recreational use including boats, paddle boards, and jet skis. Large commercial vessels including ferries, charters, and cargo ships also use Biscayne Bay. Approach and Methodology Page 34 DocuSign Envelope ID:8A38D49D-0147-4D7D-912E-1 C394B896CD4 Professional Coastal Engineering Services for Waterway Dredging CUMMINS I CEDERBERG City of Miami Beach RFQ#2020-161-ND Coastal&Marine Engineering General Approach Our general approach utilizes a dynamic team of technical staff including coastal engineers, marine scientists, surveyors, geologists, and regulatory experts to meet the City's needs. Our team is prepared to assist the City in delivering a successful project that complies with all technical standards, while maintaining regulatory agency requirements. The Cummins Cederberg team will be an extension of the City's staff and is committed to assisting in all aspects of project management from initial kickoff meetings to project closeout. Our team management process integrates all activities associated with each project utilizing this detailed 5-step approach: Step 1: Identify scope and budget. The first step will include early communication with the City to gain a full understanding of the City's needs and detailed scope of the project. We will work with the City to develop the scope, qualifications, staffing, and budget estimate for each Identify scope required task. Developing a full understanding of the needs of the project and budget early on will help to avoid change orders as the project progresses from planning and permitting through design and construction. Existing available data will be identified for potential cost savings and to expedite project completion. Identify team Step 2: Identify team member' Upon approval of the project scope members by the City, we will immediately coordinate with the team (e.g., coastal engineering, environmental services, geotechnical) to engage the necessary team members and staff to fulfill the requirements of each task. Our goals during this step are to identify the best-suited personnel Proposal and to address the task at hand, as well as to provide a highly responsive project kickoff team that can conduct the requested work within the City's desired timeframe and budget. Step 3: Task proposal and project kickoff. Upon authorization to Project proceed, we will schedule a project kickoff meeting and immediately management notify the team to discuss the project assignment and to develop and issue scopes of work for each subconsultant to clearly define the roles, responsibilities, project objectives, schedules, and expected deliverables 4111 for each team member. Effective channels of communication will be established, including points of contact and procedures for feedback. Communication and reporting Step 4: Project management. We will coordinate with the team to monitor the progress of the individual tasks and will communicate regularly with City staff to ensure our team is meeting or exceeding the level of quality and responsiveness the City expects. We will further coordinate frequently with the City to confirm our team is compliant with City procedures and providing thorough project records. Step 5: Communication and reportin As part of overall project management, our team will obtain regular progress updates from our subconsultants and provide progress reports to the City as needed or as determined during project kickoff.We pride ourselves in prompt response times, whether by phone or email, for any inquiries that may arise. Approach and Methodology Page 35 DocuSign Envelope ID.8A38D49D-0147-4D7D-912E-1C394B896CD4 Professional Coastal Engineering Services for Waterway Dredging CUMMINS I CEDERBERG City of Miami Beach RFQ#2020-161-ND Coastal&Marine Engineering Technical Approach The Cummins Cederberg team of engineers, scientists, and technical staff are familiar with the City's goals for this RFQ and understand the technical expertise required to execute the work. Our technical staff have direct experience working within the City on many waterfront projects, including maintenance dredging for private homeowners. The following summarizes our technical approach to servicing this RFQ and describes how the Cummins Cederberg team can assist the City with each area of the scope of work described under this RFQ. Phase 1: Project Planning & Prioritization 7,-Phase 1: Phase 2: 1 Phase 3: 1 Phase 4: Project Planning Environmental Engineering Construction &Prioritization Permitting Design Administration Proper execution of this project requires a carefully planned and managed strategy to cost-effectively restore navigational safety and potentially increase tidal flushing to the City's waterways. The Cummins Cederberg team has experience with both small and large maintenance dredging projects for public and private clients. Project planning early in the project timeline will allow our team to establish a project baseline by collecting relevant data (e.g. bathymetric surveys, sediment testing, benthic resource surveys, typical vessel drafts), consider input of stakeholders, and prioritize specific waterways for maintenance dredging based on need, funding, environmental challenges, and design constraints. Our technical approach includes early identification of available data to J •$".r reduce duplication and costs to the City during the Project Planning & Pt _ I,.. Prioritization phase. Review of existing data (e.g. maps, surveys, • • reports, maintenance records) affords our team the ability to conduct a `'(j,`_ , I preliminary screening of the areas previously identified by the City for lot 2° ` 1i=� I'' I I i, iii, dredging, or additional areas, and to prioritize each area based on both f _;N a qualitative and quantitative analysis. Utilizing existing available data ' /y . such as publicly available LiDAR (Light Detection and Ranging) data will ,''Y ,' allow us to efficiently select areas of interest, where field work is required • ti, and eliminate areas where unwarranted (e.g. already deep enough). `, Similarly evaluating bridge clearances prior to detailed fieldwork can ,, , < ; `.4' provide information of approximate maximum vessel size and draft. pp.-p$' 1 z,_, Reducing bathymetric surveying, benthic surveying and geotechnical ';j r ' investigations efforts through efficient planning can significantly reduce 1/i 's Depth(MLLW) Ell <5'Depth(MLLW) budget. ��� 1 'e I1 1 Upland Additional data collection will be coordinated with our specialized team Dredge Prioritization Using Existing LiDAR Data of technical experts. Our team will conduct traditional bathymetric surveys to characterize the seabed elevations and quantify dredging quantities. The surveyor will locate the shoreline, bulkheads, riprap, limits of existing docks, and other structures within the project area as required. They will also locate the edge of water, limits of vegetated shoreline, the mean high-water line, and similar data required for environmental permitting and engineering design depending on the survey extent. Further, we can perform sub-bottom profiling to delineate sediment thickness (above harder rock) and identify potential dredging challenges prior to construction (i.e. utilities). These data will be collected, Approach and Methodology Page 36 DocuSign Envelope ID:8A38D49D-0147-4D7D-912E-1C394B896CD4 Professional Coastal Engineering Services for Waterway Dredging CUMMINS I CEDERBERG City of Miami Beach RFQ#2020-161-ND Coastal&Marine Engineering processed, and presented in industry standard formats for the respective work products. The draft survey results will be reviewed for incorporation into the design drawings. We will use the bathymetric survey data collected, and our professional experience and judgement, to identify representative shoals for geotechnical and chemical sampling and analysis. The Cummins Cederberg team is unique in that we can perform soil investigations (i.e., physical sampling and testing) in-house. This allows for faster processing, more quality control, and reduced cost to the City. Our subconsultant, Taylor Engineering, will collect grab or core samples for geotechnical analysis at the shoals identified for dredging. Samples will also be collected for chemical analyses; these may be individual or composite samples. The sample locations will be selected after review of the expected dredging locations and volumes. The purpose of the chemical analyses is to characterize and support upland disposal, either within the City limits (i.e., as part of sea level rise adaption projects planned by the City if good quality) or at a landfill. Taylor Engineering will collect samples for chemical and physical testing in accordance with DEP-SOP- 001/01 FS 4000, Sediment Sampling. Chemical testing will be performed at an NELAP- and FDEP- certified laboratory for appropriate chemical analyses, if required. The specific analytes will depend on the dredging site and the proposed dredged material management area. The data will allow assessment of contaminants in situ and after temporary placement for dewatering. For landfill disposal, the Toxicity Characteristic Leaching Procedure (TCLP) may need to be completed on various analytes to assess potential for contaminant leaching during dewatering and long-term storage. ,umpr—lik A gradation analysis will be performed on the collected sediment samples at Taylor Engineering's in-house Coastal Geosciences laboratory per ASTM D 6913 for a graduated US Standard Sieve series from No. 3/4" to No. 200. All samples will Cummins Cederberg engineer performing sand be classified, described, and tested under the direction and sampling supervision of a Florida-registered Professional Geologist. Taylor Engineering will perform laboratory classification and index property tests, as required, to determine the suitability of the dredged material for placement at upland placement sites or for beneficial use as construction material for offsite projects in the City. Several government agencies provide funding that may be available for public navigation projects, as well as ecological habitat restoration and resiliency projects that may be implemented through beneficial use of the dredged spoil. Cummins Cederberg maintains a database of grant opportunities, their application deadlines, and allowable scopes for each grant category, and has successfully secured grants for many of our public sector clients' projects. We also maintain long-standing relationships with the grant funding program staff, which enhances our ability to successfully secure grants. Additionally, Cummins Cederberg has a team member with extensive FEMA experience, who process storm-related funding reimbursement requests and brings incredible depth of knowledge to our team and all our projects. We have a former Florida Inland Navigation District (FIND) employee that brings tremendous insight into the Waterway Assistance Program (WAP) grant application process. Grants that may be applicable during the life of the Project include those from the FIND WAP, FDEP's Florida Coastal Partnership Initiative, NOAA's Coastal Resilience Grants Program, FEMA Community Flood Mitigation Grants, and FEMA Disaster Preparation Grants. Cummins Cederberg will identify funding opportunities, prepare the Approach and Methodology Page 37 DocuSign Envelope ID:8A38D49D-0147-4D7D-912E-1 C394B896CD4 Professional Coastal Engineering Services for Waterway Dredging CUMMINS I CEDERBERG City of Miami Beach RFQ#2020-161-ND Coastal&Marine Engineering applications on the City's behalf, and process the grant applications towards funding award. We handle all deliverable and deadline tracking so the City only needs to focus on using the funds. A priority matrix will be developed to rank each area based on criteria established by the City, Cummins Cederberg's technical expertise, and stakeholder input. The criteria may include construction cost, mitigation, permitting complexity, number of users affected, impact to public and private infrastructure such as bridges and seawalls (e.g. undermining due to dredging), schedule, and disposal requirements. The priority matrix will allow Cummins Cederberg to make recommendations, and the City to objectively prioritize specific waterways for dredging. The priority matrix will serve as the foundation for the step-by- step Action Plan, which will detail the steps to permit, design, and dredge the City's waterways. The Action Plan will incorporate relevant aspects of the project and provide realistic benchmarks throughout the project timeline. The Action Plan will include milestones identified by each team member and will be broken into 3 phases: Environmental Permitting, Engineering Design, and Construction Administration. Any required mitigation will be incorporated into each of the phases. The Action Plan will identify points of contact, meetings, data collection requirements, deliverables, and miscellaneous actions/communication that may be required to execute each phase of the project. Typical Action Plan items may include the following for this project: Environmental Permitting ✓ Bathymetric Surveys je _ _ I Marine Resource Surveys V - I Soil Investigations (Sampling and Testing) V - I Submerged Lands Ownership Determinations I Pre-application Meetings with Regulatory Agencies I Development of Conceptual Design I Mitigation Assessment and Negotiations ✓ Preparation of Permit Applications I Preparation of Grant Funding Applications Engineering Design � � I Structural Inspections of Adjacent Seawalls for Post-Dredge Stability Z I Dredge Template Design I Disposal Location Research and Sediment Management I Cost Estimates for Construction I Construction Timeline Development I Development of Construction Plans and Technical Specifications I Form Development and Quantity Takeoffs ✓ Mitigation Layout and Design 0 Construction Administration I Pre-Bid Meetings and Bidding Support I Submittal Review I Pre-Construction Meeting ✓ QA/QC Coordination with Contractor and others I Field Observation Reporting I Pay Application Review/Approval I Mitigation and Environmental Permit Compliance ✓ Project Closeout Approach and Methodology DocuSign Envelope ID:8A38D49D-0147-4D7D-912E-1 C394B896CD4 Professional Coastal Engineering Services for Waterway Dredging CUMMINS I CEDERBERG City of Miami Beach RFQ#2020-161-ND Coastal&Marine Engineering Phase 2: Environmental Permitting - , Phase 1: Phase 2: Phase 3: 1 Phase 4: Project Planning Environmental Engineering Construction & Prioritization Permitting Design Administration The environmental regulatory agency staff are tasked with enforcing their agency's rules, while working with applicants to arrive at a permittable project. In southeast Florida, where protecting upland infrastructure is paramount, submerged ecological resources must also be protected. As consultants, it is our job to provide the regulatory agencies with the information they need to verify and document a project's compliance with the guiding regulations to support agency staff recommendation for issuance of a permit. We will need to evaluate what areas will qualify for maintenance dredging (i.e. accumulated sediment over areas previously dredged), as evidenced through previous authorizations and/or geotechnical information, and what areas will be considered new dredging (e.g. dredging rock and solid substrate not previously excavated). After collection of current baseline physical and biological data and preliminary design of each dredging project, Cummins Cederberg will meet with City staff to confirm preliminary project design. Environmental permits will be required by the following County, State, and Federal agencies: - Miami-Dade County Division of Environmental Resources Permitting (DERM) a Florida Department of Environmental Protection (FDEP) US Army Corps of Engineers (USACE) Miami-Dade County DERM MIAMIDADE Regulations COUNTY Miami-Dade County will review a Coastal Construction Class I Permit Application for the Miami Beach Waterways Dredging Project pursuant to Chapter 24 of the Miami-Dade County Code. Chapter 24 regulates any activity in, on, over or upon tidal waters or Bay bottom lands anywhere in Miami-Dade County. Pre-application Prior to submittal of a Class I Permit Application, a pre-application meeting will be scheduled with the Miami-Dade County Division of Environmental Resources Management (DERM). The benthic survey, proposed dredging, and identified mitigation opportunities will be presented to DERM to solicit comments and feedback. Although maintenance dredging projects where the dredged material is to be deposited on a self-contained upland site qualifies for issuance of a Short Form Class I Permit pursuant to §24- 48.2(7), it is likely that the scope of the dredging project will include new dredging and placement of fill in tidal waters (as part of mitigation), which requires a Standard Form Class I Permit Application and must be approved by the Miami-Dade County (MDC) Board of County Commissioners (BCC). Application and Processing A Standard Form Class I Permit Application package will be submitted to DERM for review and evaluation. DERM will confirm ownership of the submerged lands and upland riparian lands, review site plans and impacts to submerged resources, and require avoidance and minimization of marine resource impacts as part of their approval process. Authorization from the submerged lands owner(s) will be required prior to issuance of the DERM Class I Permit. For submerged lands owned by the Board of Trustees of the Internal Improvement Trust Fund (TIITF), issuance of the FDEP permit will constitute submerged lands authorization. DERM will also require all adjacent riparian upland owners "verify" the Approach and Methodology Page 39 DocuSign Envelope ID:8A38D49D-0147-4D7D-912E-1C394B896CD4 Professional Coastal Engineering Services for Waterway Dredging CUMMINS I CEDERBERG City of Miami Beach RFQ#2020-161-ND Coastal&Marine Engineering application by signing Section 10 —Written Consent of the Property Owner of the Area of the Proposed Work - of the application. DERM will review ecological impacts and proposed mitigation to ensure adequate avoidance, minimization, and compensation for temporary and permanent impacts to aquatic functions and values. DERM will issue Completeness Summaries requesting additional information to support their application review process. Comprehensive responses to these Completeness Summaries will be prepared through collaboration with the project team and the City to address DERM questions and concerns. Cummins Cederberg will offer to meet with DERM to walk them through the responses and clarify project details to facilitate the permitting process. All proposals for dredging within Miami-Dade County must comply with at least one of the criteria presented in §24-48.3(2)which include (a) minimum dredging and spoiling for public navigation or public necessity (b) an alteration of physical conditions as may be necessary to enhance the quality or utility of adjacent waters (c) minimum dredging and filling for the creation and maintenance of marinas, piers, docks and attendant navigational channels (d) minimum dredging and filling as is necessary for the elimination of conditions hazardous to the public health or for the elimination of stagnant waters (e) minimum dredging and filling as is necessary to enhance the biological, chemical or physical characteristics of adjacent waters, or (f) a physical modification necessary to protect public or private property. Although it appears that the proposed dredging work will meet at least one of these criteria, there may be disagreement as to whether the City's proposed dredge depths and dredge areas are the "minimum" necessary to achieve the project goals. If this is the case, then a variance will be required from the Environmental Quality Control Board (EQCB), prior to review and consideration of the project by the MDC BCC. If an EQCB variance is required, Cummins Cederberg will prepare the application package and support the City through the process. Cummins Cederberg will request the opportunity to review the DERM EQCB Recommendation Summary Memorandum for the project prior to submittal to provide supplemental detail in support of the project. Cummins Cederberg will also request a copy of the DERM Recommendation Memorandum to the MDC BCC for review prior to finalization. Supplemental information and detail will be provided as appropriate for incorporation into the Recommendation Memorandum to the BCC. Cummins Cederberg will attend the BCC meeting to address any questions that arise during the meeting. Prior to DERM permit issuance, structural and zoning sign off must be provided by the City and prior to commencement of construction, the Contractor must be identified. The City must sign the proffered permit and provide the permit fee, which is based on the cost of construction. DERM may require a mitigation bond to ensure that all mitigation is successful, as well as a performance bond to ensure permit compliance for the project. These bonds will be returned to the City upon completion of successful mitigation to include monitoring and contractor demobilization without violations or damage. QP pEPA.,,„„ Florida Department of Environmental Protection (FDEP, State) CO �� Regulations 2 The Florida Administrative Code (F.A.C.) contains the guiding regulations that ° implement the Florida Statutes (F.S.). The FDEP will review a Statewide Environmental Resource Permit (SWERP) Application pursuant to Chapter 62-330, ~Mf NTAI v40 F.A.C. — Environmental Resource Permitting. Sovereign submerged lands use authorization will be reviewed pursuant to Chapter 18-21, F.A.0 — Sovereign Submerged Lands Management and Chapter 18-18, F.A.C. — Biscayne Bay Aquatic Preserve (BBAP). Mitigation assessment to offset impacts to aquatic resource functions and values will be reviewed pursuant to Chapter 62-345, F.A.0 — Uniform Wetland Mitigation Assessment Method. Submittal of a complete SWERP Application will provide the FDEP with the information they require to confirm that the proposed project meets these Laws (Statutes) and Rules (Administrative Code). Approach and Methodology Page 40 DocuSign Envelope ID:8A38D49D-0147-4D7D-912E-1 C394B896CD4 Professional Coastal Engineering Services for Waterway Dredging CUMMINS I CEDERBERG City of Miami Beach RFQ#2020-161-ND Coastal&Marine Engineering Pre-application After completion of bathymetric and benthic surveys, and preparation of conceptual dredging designs, Cummins Cederberg will initiate the FDEP permitting process through a pre-application meeting with the FDEP Southeast District Office in West Palm Beach. Representatives from the Florida Fish and Wildlife Conservation Commission (FWC)will also be encouraged to attend to provide important input pertaining to manatees and ecological mitigation. Key Cummins Cederberg Team members will attend this meeting, along with City representatives. Key items for discussion will include proposed dredging depths, new versus maintenance dredging, turbidity control measures, dredge spoil disposal opportunities, proprietary authorization, requirements for flushing analyses, and ecological mitigation. As turbidity within the BBAP cannot exceed zero nephelometric turbidity units (NTUs) above background, a mixing zone may be necessary and will be discussed during the pre-application meeting. Additionally, severance fees are required for re-use of sovereign dredged spoil, unless the material is utilized for a public project or disposed of at an approved upland location. Potential dredge spoil locations will be discussed to ensure severance fees will not be required for the proposed disposal sites. Cummins Cederberg will also solicit input as to whether one permit should be pursued for all 11 navigable waterway dredging projects or if there is a benefit to applying for each waterway individually. Detailed meeting minutes will be prepared by Cummins Cederberg documenting the discussions during the pre-application meeting and distributed to all meeting participants, so they become a part of the permanent record. Application and Permitting The feedback compiled during the pre-application meeting will be incorporated into the ongoing project design to include dredge template design, mitigation plans, spoil dewatering and disposal sites, turbidity controls, and sediment QA/QC plans. As part of the complete permit application package, Cummins Cederberg will prepare a detailed cover letter describing the proposed projects and if warranted based on sediment characteristics and anticipated dredging methodology, approval of a mixing zone. The application package will include proposed mitigation based on discussions during the pre-application meeting. A complete SWERP application, executed by the City, will be submitted. To support the SWERP application, current bathymetric survey drawings; complete permit drawings including plan views, cross sections, details of construction, and existing structures; a proposed construction schedule; geotechnical data for the proposed sand source(s); a detailed biological assessment of ecological resources conducted during the seagrass growing season (June 1st — September 30th); a threatened and endangered species assessment; an analysis of the expected effects the project will have on the surrounding ecosystem; and a biological monitoring plan to assess direct and secondary impacts from the project will be provided. The permit application fee will be requested from the City after FDEP confirms the amount, which is based on the . scope of work. With submittal of a complete permit application package, the number of Requests for Additional Information (RAI) • will be minimized. However, due to the sensitivity of -• nearshore ecological resources (e.g. corals, Our team of biologists are knowledgeable in benthic resources and mitigation seagrasses), RAIs are expected to be issued. Upon receipt of an RAI from the FDEP, the Cummins Cederberg Project Manager will review the RAI with the appropriate Team members to confirm a clear understanding of the requested information. If necessary, a conference call will be arranged with FDEP staff, Cummins Cederberg Team members, and City staff to confirm the scope and details associated with preparation of the requested information. Cummins Approach and Methodology Page 41 DocuSign Envelope ID:8A38D49D-0147-4D7D-912E-1 C394B896CD4 Professional Coastal Engineering Services for Waterway Dredging CUMMINS I CEDERBERG City of Miami Beach RFQ#2020-161-ND Coastal&Marine Engineering Cederberg Team members will prepare responses commensurate with the requested information to ensure that all items are addressed. Upon submittal of a response to the RAI, if warranted based on the complexity of the response, Cummins Cederberg Team members and the City will review the additionally submitted information with FDEP staff during a meeting. As it is likely that benthic resources will be present within portions of the dredge footprints, mitigation will be required to offset impacts to the aquatic functions and values associated with those resources. Mitigation is a sequential process that first requires avoidance (e.g. not dredging areas with high ecological value resources), then minimization (e.g. utilizing turbidity curtains, designing appropriate side slopes), finally compensation (e.g. filling dredge holes to restore seagrass habitat, restoring propeller scars to facilitate seagrass colonization). Opportunities to combine spoil disposal with ecological mitigation will be evaluated including identification of dredge holes that would benefit from fill material, which can then be capped with seagrass compatible sediment, and transplanted with seagrass plugs to initiate seagrass colonization. Other opportunities for seagrass mitigation include water quality improvements such as baffle boxes to mitigate stormwater runoff from outfalls that contribute nutrient enrichment and fine sediments to tidal waters. Nutrients and fine sediments limit growth and expansion of seagrass habitat and it has been documented that improvements to surface water management results in increased seagrass coverage and density. A draft permit will be requested from FDEP staff for Cummins Cederberg and the City to review, prior to issuance of the Individual Permit. The draft permit will be scrutinized to ensure that all proposed special conditions are reasonable and acceptable to the City and can be implemented by a contractor. The Individual Permit will be published in a Broward County newspaper indicating the intended agency action, pursuant to 120.57 F.S., to close the window for the public to object to issuance of the permit. U.S. Army Corps of Engineers (Federal) Regulations The USACE will review an application for the dredging of the 11 navigable US Army Corps waterways pursuant to Section 10 of the Rivers and Harbors Act of 1899 (33 of Engineers U.S.C.403)and, if fill will be placed in tidal waters, Section 404 of the Clean Water Act (1972 Amendment to the Federal Water Pollution Control Act) (33 U.S.C. 1344). Section 10 of the Rivers and Harbors Act protects the navigable waters of the U.S. through regulation of construction, excavation, or deposition of materials in, over, or under such waters, or any work which would affect the course, location, condition, or capacity of those waters. Section 404 of the Clean Water Act regulates the discharge of dredged or fill material into jurisdictional waters of the U.S. The USACE regulatory program is implemented through the regulations in 33 CFR 320-332. An individual permit authorizing the Miami Beach Waterways Dredging Project will be issued pursuant to Part 325.4 of these implementing regulations. The USACE does not charge government agencies permit fees. In addition to the Rivers and Harbors Act and the Clean Water Act, specifically the Section 404(b)(1) guidelines, prior to issuance of a permit, the USACE must also confirm that the proposed project is consistent with the National Environmental Policy Act (NEPA), the National Historic Preservation Act (NHPA), the Endangered Species Act (ESA), the Magnuson-Stevens Fishery Management and Conservation Act, the Coastal Zone Management Act, the Clean Air Act, the 21 public interest factors identified in 33 CFR 320.4, and that the FDEP has issued a Water Quality Certification and a Coastal Zone consistency determination for the project. If the USACE determines that the project would have a significant environmental impact, an Environmental Impact Statement (EIS) would need to be prepared pursuant to NEPA. As it is anticipated that the project will be designed to result in minimal adverse effects to the aquatic environment, we anticipate preparing an Environmental Assessment to support a NEPA determination for a Finding of No Significant Impact (FONSI) or a mitigated FONSI. Although unlikely, should the USACE determine that impacts are significant and an EIS is required by the USACE, the Cummins Cederberg Team is qualified to prepare the requisite document. Approach and Methodology Page 42 DocuSign Envelope ID:8A38D49D-0147-4D7D-912E-1 C394B896CD4 Professional Coastal Engineering Services for Waterway Dredging CUMMINS I CEDERBERG City of Miami Beach RFQ#2020-161-ND Coastal&Marine Engineering Pre-application Prior to submittal of an application to the USACE, a pre-application meeting will be scheduled. The National Marine Fisheries Service (NMFS) Protected Resources Division (PRD), NMFS Habitat Conservation Division (HCD), US Fish & Wildlife Service (FWS), and Environmental Protection Agency (EPA) will be invited to participate in the pre-application meeting to provide valuable input into the development of the proposed project. The meeting will be led by Cummins Cederberg with active participation from the City. The USACE will likely share the FDEP concerns identified above with respect to potential impacts to ecological resources. Meeting minutes will be prepared documenting the discussions during the USACE pre-application meeting and distributed to all parties to ensure they are incorporated into the permanent record. Application and Processing Upon receipt of a complete USAGE Application for a Department of the Army Permit (Eng Form 4345, Feb 2019), the USACE will issue a Public Notice to solicit comments for consideration during federal review of the project. The USAGE solicits comments from the public early in the process, while the FDEP solicits comments after completion of their review. Comments are considered if they are relevant to the 21 public interest factors identified in 33 CFR 320.4. The USAGE will also initiate consultation with the FWS pursuant to the Endangered Species Act(ESA)for threatened and endangered species under their purview (e.g. manatees). Similarly, the USAGE will initiate consultation with the NMFS PRD pursuant to the ESA for threatened and endangered species under their purview (e.g. Johnson's seagrass, swimming sea turtles, smalltooth sawfish). Issuance r � of the Public Notice also initiates consultation with the EPA with respect i .• • to the Clean Water Act 404(b)(1)guidelines and with the NMFS HCD with respect to Essential Fish Habitat as established in the Magnuson-Stevens r; :;, °• Fishery Management and Conservation Act. 4', The USAGE will issue RAls like the FDEP; however, the USAGE is not = t - bound byregulatory timeclocks. As such, the USAGE reviewprocess • 9 rY - generally lags that of the FDEP. All responses to RAIs from the FDEP will Our team of biologists are be copied to the USAGE and vice-versa to ensure that each agency has experienced in biological monitoring the current information on the project to reduce duplicative inquiries and and species identification ensure project consistency.Although each agency has different regulations that they must address during permit evaluation, often the questions and concerns about potential project impacts are similar. Upon submittal of responses to RAls, Cummins Cederberg will offer to meet with USAGE staff to walk them through complex technical information to facilitate their review of the documentation. USAGE staff are often appreciative of Cummins Cederberg offers to draft documentation including the Public Notice and the Environmental Assessment/Statement of Finding, which must be completed prior to USAGE staff deciding on issuance of a permit. Prior to issuance of a permit, Cummins Cederberg will request a draft permit for review. If acceptable to the City, the proffered permit must be executed by authorized City staff and returned to the USAGE for final issuance. Permit Compliance Upon issuance of project permits, the Cummins Cederberg project manager will prepare a detailed permit compliance spreadsheet itemizing all items required to be prepared and submitted prior to commencement of construction, during construction, and post construction.This spreadsheet will identify the deliverables, the team member responsible for preparing the documentation, where the deliverable must be submitted, and when the documentation is due. Additionally, all deliverables will be calendared in advance to ensure proper scheduling of field surveys and allocation of time for data processing and report preparation. Planning and allocating sufficient staff time is critical to ensuring compliance with all permit conditions. Approach and Methodology DocuSign Envelope ID:8A38D49D-0147-4D7D-912E-1 C394B896CD4 Professional Coastal Engineering Services for Waterway Dredging CUMMINS I CEDERBERG City of Miami Beach RFQ#2020-161-ND Coastal&Marine Engineering Pre-construction permit requirements generally include, but are not limited to, submittal of turbidity monitor qualifications, the contractor's environmental protection plan, and final location of upland staging areas with authorizations to use them. All items will be reviewed during the pre-construction meeting that will be attended by the contractor, the engineer of record, the agencies, and the City. Detailed meeting minutes will be prepared by Cummins Cederberg documenting the discussions during the pre- construction meeting. It is imperative that during construction, reports are prepared by the responsible parties, specifically the contractor and Cummins Cederberg as engineer of record. These reports must be submitted to the agencies to ensure compliance with all permit conditions, including endangered species monitoring, turbidity monitoring, and as-built surveys. Strict compliance and construction oversight will help to ensure ecological resources are protected, and dredging is consistent with plans and specifications. Upon completion of construction and demobilization of all contractor equipment, an as-built survey will be conducted by the contractor and as-built drawings will be prepared. These drawings will confirm whether any deviations from the approved project drawings occurred. Permit close out documentation, including the self-certification statement of compliance, will be prepared by Cummins Cederberg as the engineer of record and submitted with the as-built drawings. Post construction biological monitoring and reporting will be conducted in accordance with permit conditions. The biological monitoring report will be submitted to the agencies within the timeframes stipulated in the approved monitoring plans. Approach and Methodology Page 44 DocuSign Envelope ID:8A38D49D-0147-4D7D-912E-1 C394B896CD4 Professional Coastal Engineering Services for Waterway Dredging CUMMINS I CEDERBERG City of Miami Beach RFQ#2020-161-ND Coastal&Marine Engineering Phase 3: Engineering Design Phase 1: Phase 2: Phase 3: Phase 4: Project Planning I Environmental Engineering Construction & Prioritization )I Permitting Design Administration The Cummins Cederberg team brings years of engineering design experience for dredging projects to the City. We understand a dredging project is more than just excavation and attention to detail must be given during the Engineering Design phase to maximize constructability and efficiency during construction to deliver each project on budget and on schedule.This expertise will be leveraged to design dredging projects that maximize navigational safety and cost-benefit while also minimizing environmental impacts. Our experience working with dredging contractors allows us to design projects that utilize industry standard c ' means and methods (where feasible) to reduce delays, Requests for Information (RFIs), and change orders during /�, " .._ - 41 construction. --, A i Our team will work with the City throughout the Engineering ' ', le / f Design phase as we move from Schematic Design (SD) / -- i . `J drawings, through Design Development(DD)drawings, and , into Construction Document (CD) drawings. These �' ' engineering documents will lay the foundation for the actual Cummins Cederberg in house engineering design team construction work by defining the phases of construction, development of project, and tracking the work progress. Cummins Cederberg will utilize this traditional engineering design approach to satisfy the project scope, maintain quality control, and incorporate stakeholder input. We will develop a preliminary dredging template including plan area, cross sections, and dredging volume by individual channel cuts. Many of the waterways identified for dredging may have been cut through rock with "box cut" side slopes, so the dredge template will consider existing canal dimensions and sediment types in the design. We may revise side slope design based on geotechnical data from the laboratory analyses. After the dredge material quantity, gradation, and sediment chemistry have been identified and evaluated, we will compile various disposal options for the dredged material. As part of the preliminary design phase, we will coordinate with the City to contact private parties, State agencies, and local municipalities to explore various partnerships for beneficial re-use of the dredged material. The proposed dredging project will produce a large volume of fill that the City potentially could use to address Sea Level Rise by raising roads, parks other public infrastructure depending quality. By eliminating the raw material and transport costs of fill, the cost savings realized on these projects could prove beneficial for the City. We will also coordinate with the City staff to develop a preliminary list of potential temporary transfer and dewatering sites. We will use existing aerial imagery to efficiently approximate the available space and storage capacity for each site. Dredge template design will be guided by detailed hydrographic surveys and geotechnical investigations (physical and chemical). Our team of engineers will develop design documents, including drawings, technical specifications, cost estimates, and construction schedules, with sufficient detail for the work to Approach and Methodology Page 45 DocuSign Envelope ID:8A38D49D-0147-4D7D-912E-1 C394B896CD4 Professional Coastal Engineering Services for Waterway Dredging CUMMINS I CEDERBERG City of Miami Beach RFQ#2020-161-ND Coastal&Marine Engineering be constructed by qualified marine contractors. We utilize industry 6. standard design software to optimize our dredging designs. 2;' Further, our experience working with dredging contractors gives 0- us an understanding of the optimal method of dredging relative to -a- efficiency and cost as we move through the Engineering Design e- phase.This allows us to tailor the project's technical specifications -'o- �-- to maintain quality control, specifically the turbidity control plan, 0 goo 200 300 400 500 600 700 800 Existing profile of Flamingo Waterway containment methodology, water quality protection/sampling (Extracted from HOAR data) protocols, dredge material disposal plan, and schedule during the Construction Administration phase. We have been involved in both smaller and larger dredging projects and understand the equipment profile from the various local and regional contractors. • ;' The scope of work for this RFQ includes a significant amount of dredging along narrow canals lined with docks and seawalls. Each 4 , 1 ;�NT: , • structure was designed by a different engineer, using different • '` -_ design criteria (e.g. depth, vessel, materials), and are of varying , �. 1,;„ ages. The condition of each structure is unknown and post- y �` dredging structural stability may be impacted unless assessed and • I ( . ` r considered in the design. We have extensive seawall and docking • experience in Miami Beach from both inspections as well as designs and understands the various conditions encountered can Engineers regularly perform seawall be impacted by dredging. inspections throughout South Florida Cummins Cederberg is unique in South Florida by bringing expertise in both coastal engineering and marine structural engineering. We are capable of fielding two OSHA-compliant dive teams to conduct underwater investigations of coastal structures. Our staff includes six engineer-divers, three of which are registered Professional Engineers in Florida, and all based in southeast Florida. As the project moves from design to construction, above- and — underwater structural investigations of these structures should be conducted, :— as applicable, to provide the engineer, City, and contractor with valuable -- information as well as minimize risk for the City. This information will help ^°°°° avoid potential liability issues for all parties. WOOD Various utility stakeholders will be consulted to avoid potential impacts during — construction. Cummins Cederberg has considerable experience within Miami Beach incorporating existing main utility lines, often of significant age, in ,— marine projects. Cummins Cederberg has utilized numerical models to optimize many coastal — engineering projects including dredging, groins, breakwaters, beach nourishments, marinas, and piers. Our studies require the simulation of waves, currents, and sediment transport during both normal and extreme l6oac "6t •A' j, s,N,� conditions (i.e. hurricanes). The Cummins Cederberg team is unique in its ability to apply traditional engineering methods with new, innovative "°° :':: (" technologies to dredging projects. In addition to careful review of bathymetric surveys, geotechnical data, and constructability, we can apply our expertise k in numerical modeling to simulate dredge plume movement to evaluate '.,: changes to water quality and currents (e.g. speed, direction) in newly Cummins Cederberg has existing numerical models of deepened channels. This process allows us to design a project and develop Miami Beach Approach and Methodology Page 46 DocuSign Envelope ID:8A38D49D-0147-4D7D-912E-1C394B896CD4 Professional Coastal Engineering Services for Waterway Dredging CUMMINS I CEDERBERG City of Miami Beach RFQ#2020-161-ND Coastal&Marine Engineering technical specifications that maximize project performance, satisfy regulatory requirements, and maintain public safety. Computer models can also be effective in navigating potential concerns from specific stakeholders relative to potential changes of coastal process, e.g. current speeds or increased erosion. Cummins Cederberg already has an established tidal hydrodynamic model for Biscayne Bay, thus simulation of potential projects can be performed quickly and efficiently (e.g. existing versus proposed conditions). Cummins Cederberg staff have been utilizing the MIKE21 software package by the Danish Hydraulic Institute (DHI) for wave, hydrodynamic, and sediment transport studies since 1999 — long before numerical models were used commercially in the US. This experience proves extremely valuable in understanding how to properly apply the models, as well as the limitations and uncertainty in modeling results. We recently completed coastal engineering analyses using MIKE21 to simulate dredged sediment pathways and current changes associated with a 92,000 cubic yard dredging project of Lake Worth Lagoon, adjacent to the Intracoastal Waterway and Peanut Island for Palm Beach County. Approach and Methodology Page 47 DocuSign Envelope ID:8A38D49D-0147-4D7D-912E-1 C394B896CD4 Professional Coastal Engineering Services for Waterway Dredging CUMMINS I CEDERBERG City of Miami Beach RFQ#2020-161-ND Coastal&Marine Engineering Phase 4: Construction Administration Phase 1: Phase 2: Phase 3: Phase 4: Project Planning I Environmental Engineering Construction & Prioritization J Permitting Design Administration The high-profile nature of the City's coastline requires attention to detail throughout the construction process by both the engineer and contractor. Cummins Cederberg understands the City has unique challenges to manage when constructing this dredging project including limited access, various events, limited dewatering sites, a seasonal influx of traffic, and waterways that are continuously used by the public. The Cummins Cederberg team brings extensive experience managing coastal construction projects with local engineering staff that have unique contractor experience and understand how to manage a marine contractor to deliver a successful project to the City in a safe, cost-effective, and timely manner. Depending on the project scale (phasing), our team of engineers and scientists bring the ability to provide periodic or continuous site observations to the project. The Cummins Cederberg team has designed and managed many maintenance dredging projects in South Florida and •--- . • ' r the Caribbean, including the recently completed maintenance dredging of the highly trafficked Intracoastal Waterway in Palm Beach County and the : _ Dania Cut Off Canal in Broward County, which required periodic construction observations and continuous communication with the contractor and County staff. / Cummins Cederberg will provide the City with technical assistance / throughout the bidding process. Our job does not end when we deliver Our engineers are involved in construction documents to a client. We have a thorough understanding of construction to document compliance with construction documents marine construction, which allows to develop accurate Opinions of Probable Construction Cost (OPCC)for each project. An accurate OPCC allows Public Works to establish a realistic budget for a project and reduces the potential for additional budget approvals or change orders. Our team has developed professional relationships with marine contractors throughout South Florida and is familiar with which firms are qualified to perform this work. We will provide more than just periodic observations during the Construction Administration phase. Our hands-on approach includes detailed record keeping of submittals, contractor progress, and permit compliance oversight for the City. We will perform continuous review of pre- and post-dredge surveys to assess whether the dredge template has been met or exceeded. Working with the dredge contractor will facilitate construction progress, maintain compliance with the construction documents, and reduce change orders and other delays. Further, we will review contractor pay applications for irregularities or overcharging based on our experience and record keeping. Our in-house team of environmental scientists affords us a more streamlined ' process for review and comment on the mitigation construction compliance. In addition to the technical soundness of any mitigation design, our team's s ability to monitor and report on mitigation measures quickly will help both the Y K ' City and contractor identify and correct any issues before project closeout and certification. Seagrass survey in Biscayne Bay Approach and Methodology Page 48 DocuSign Envelope ID:8A38D49D-0147 4D7D-912E-1C3946896CD4 Bid Submittal Questionnaire W/O Living Wage and Equal Ben.-Final BID SUBMITTAL QUESTIONNAIRE SECTION 1 - BID CERTIFICATION FORM This document is a REQUIRED FORM that must be submitted fully completed and submitted. Solicitation No: Solicitation Title: 2020-161-ND Professional Coastal Engineering Services for Waterway Dredging BIDDER'S NAME:Cummins Caderbarg,Inc. NO.OF YEARS IN BUSINESS:10 NO.OF YEARS IN BUSINESS LOCALLY:10 NO.OF EMPLOYEES:30 OTHER NAME(S)BIDDER HAS OPERATED UNDER IN THE LAST 10 YEARS:NA BIDDER PRIMARY ADDRESS(HEADQUARTERS):7550 Red Road,Suits 217 CITY:South Miami STATE FL ZIP CODE:33143 TELEPHONE NO.:305.7414155 TOLL FREE NO.:NA FAX NO.:305-974-1969 BIDDER LOCAL ADDRESS:7550 Red Road,Suits 217 CITY:South Miami STATE:FL ZIP CODE:33143 PRIMARY ACCOUNT REPRESENTATIVE FOR THIS ENGAGEMENT:Jennek Cederberg ACCOUNT REP TELEPHONE NO.:305.7410155 ACCOUNT REP TOLL FREE NO.:NA file:///C:/Users/purcdeln.CMB/Downloads/BID_SUBMITTAL_QUESTIONNAIRE_W.O_LIVING_WAGE_AND_EQUAL_BEN._--_FINAL_1_8334618(1).htm 1/7 DocuSign Envelope ID:8A38D49D-0147-4D7D-912E-1C394B896CD4 Bid Submittal Questionnaire W/0 Living Wage and Equal Ben.-Final ACCOUNT REP EMAIL:Jcederberg@CumminsCederberg.com FEDERAL TAX IDENTIFICATION NO.:27-2129033 By virtue of submitting a bid, bidder agrees: a)to complete and unconditional acceptance of the terms and conditions of this document, inclusive of this solicitation, all specifications, attachments, exhibits and appendices and the contents of any Addenda released hereto; b) to be bound, at a minimum, to any and all specifications, terms and conditions contained herein or Addenda; c)that the bidder has not divulged, discussed, or compared the proposal with other bidders and has not colluded with any other bidder or party to any other bid; d) that bidder acknowledges that all information contained herein is part of the public domain as defined by the State of Florida Sunshine and Public Records Laws; e) the bidder agrees if this bid is accepted, to execute an appropriate City of Miami Beach document for the purpose of establishing a formal contractual relationship between the bidder and the City of Miami Beach, Florida, for the performance of all requirements to which the bid pertains; and f)that all responses, data and information contained in the bid submittal are true and accurate. The individual named below affirms that s/he: is a principal of the applicant duly authorized to execute this questionnaire, and that the contents of said document(s)are complete, true, and correct to the best of his/her knowledge and belief. Name of Bidder's Authorized Representative: Title of Bidder 's Authorized Jannek Cederberg Representative: Principal SECTION 2 - ACKNOWLEDGEMENT OF ADDENDUM After issuance of solicitation, the City may release one or more addendum to the solicitation, which may provide additional information to bidders or alter solicitation requirements. The City will strive to reach every bidder having received solicitation through the City's e- procurement system. However, bidders are solely responsible for assuring they have received any and all addendum issued pursuant to solicitation. This Acknowledgement of Addendum section certifies that the bidder has received all addendum released by the City pursuant to this solicitation. Failure to obtain and acknowledge receipt of all addenda may result in proposal disqualification. Enter Initial to Enter Initial to Enter Initial to Confirm Confirm Confirm Receipt Receipt Receipt JC Addendum 1 Addendum 6 Addendum 11 Addendum 2 Addendum 7 Addendum 12 Addendum 3 Addendum 8 Addendum 13 file:///C:/Users/purcdeln.CMB/Downloads/BID_SUBMITTAL_QUESTIONNAIRE_W.O_LIVING_WAGE_AND_EQUAL_BEN._-_FINAL_1_8334618(1).htm 2/7 DocuSign Envelope ID:8A38D49D-0147-4D7D-912E-1C394B896CD4 „, Bid Submittal Questionnaire W/0 Living Wage and Equal Ben.-Final Addendum 4 Addendum 9 Addendum 14 Addendum 5 Addendum 10 Addendum 15 If additional confirm ,i,:: idum i:- required, submit under separate cover. crr.TION 3 - CONFL,rT n ueJTFPFCT All bidders must disclose the name(s) of any officer, director, agent, or immediate family member (spouse, parent, sibling, and child) who is also an employee of the City of Miami Beach. Further, all bidders must disclose the name of any City employee who owns, either directly or indirectly, an interest of ten (10%) percent or more in the bidder entity or any of its affiliates. YES NO If yes, please disclose the name(s): 1 Flavia Tonioli Sustainability Manager 2 3 4 5 6 SECTION 4 - FINANCIAL CAPACITY When requested by the City, each bidder shall arrange for Dun & Bradstreet to submit a Supplier Qualification Report (SQR) directly to the City. No proposal will be considered without receipt, by the City, of the SQR directly from Dun & Bradstreet. The cost of the preparation of the SQR shall be the responsibility of the bidder. The bidder shall request the SQR report from D&B at: https://supplierportal.dnb.com/webapp/wcs/stores/servlet/SupplierPortal?storeld=11696 Bidders are responsible for the accuracy of the information contained in its SQR. It is highly recommended that each bidder review the information contained in its SQR for accuracy prior to submittal to the City and as early as possible in the solicitation process. For assistance with any portion of the SQR submittal process, contact Dun & Bradstreet at 800-424-2495. At time of request, bidder shall request that Dun & Bradstreet submit its Supplier Qualifier Report directly to the City, with bid or within three (3) days of request. file:///C:/Users/purcdeln.CMB/Downloads/BID_SUBMITTAL_QUESTIONNAIRE_W.O_LIVING_WAGE_AND_EQUAL_BEN._--_FINAL_1_8334618(1).htm 3/7 DocuSign Envelope ID:8A38D49D-0147-4D7D-912E-1C394B896CD4 V, „L„ Bid Submittal Questionnaire W/O Living Wage and Equal Ben.-Final rECTION 5 - MORATORIUM ON TRAVEL TO AND THE PURCHASE OF GOODS OR SERVICES FROM NORTH CAROLINA MISSISSIPPI Pursuant to Resolution 2016-29375, the City of Miami Beach, Florida, prohibits official City travel to the states of North Carolina and Mississippi, as well as the purchase of goods or services sourced in North Carolina and Mississippi. Bidder shall agree that no travel shall occur on behalf of the City to North Carolina or Mississippi, nor shall any product or services it provides to the City be sourced from these states. By virtue of submitting bid, bidder agrees it is and shall remain in full compliance with Resolution 2016-29375 https://www.miamibeachfl.gov/wp-content/uploads/2017/11/2016-29375-Resolution-Vendor-Moratorium-for-Services-Sources-from- North-Carolina-Mississippi-1.pdf yECTION 6 - REFERENCES AND PAST PERFORMANCE Project No. 2020-161-ND Project Title Professional Coastal Engineering Services for Waterway Dredging Proposer shall submit at least three (3) references for whom the bidder has completed work similar in size and nature as the work referenced in solicitation. Reference No.1 Firm Name: Palm Beach County Contact Individual Name and Title: Eric Anderson, Project Manager Address: 2300 North Jog Road, 4th Floor, West Palm Beach, FL 33411 Telephone: 561-233-2514 Contact's Email: Adria.Gonzalez-Leiva2@miamidade.gov Narrative on Scope of Services Provided: See Lake Worth Inlet project on page 8 of firm qualifications Reference No.2 Firm Name: Sunset Harbour Yacht Club file:///C:/Users/purcdeln.CMB/Downloads/BID_SUBMITTAL_QUESTIONNAIRE_W.O_LIVING_WAGE_AND_EQUAL_BEN._--_FINAL_1_8334618(1).htm 4/7 DocuSign Envelope ID:8A38D49D-0147 4D7D-912E-1C3946896CD4 Bid Submittal Questionnaire W/0 Living Wage and Equal Ben.-Final Contact Individual Name and Title: Doug Mason, General Manager Address: 1928 Sunset Harbour Dr#1424, Miami Beach, FL 33139 Telephone: 305-755-7972 Contact's Email: dmason@sunsetharbouryc.com Narrative on Scope of Services Provided: Coastal engineering, marine engineering, permitting, inspection, and construction administration for marina in Miami Beach. Reference No.3 Firm Name: Seven Kings Holdings, Inc. Contact Individual Name and Title: Ken Blair, Manager Address: 630 Maplewood Drive, Suite 100, Jupiter, Florida 33458 Telephone: 561-625-9443 Contact's Email: Ken@SKHOLDINGS.com Narrative on Scope of Services Provided: See Seahaven project on page 7 of firm qualifications. Additional Reference file:///C:/Users/purcdeln.CMB/Downloads/BID_SUBMITTAL_QUESTIONNAIRE_W.O_LIVING_WAGE_AND_EQUAL_BEN.=-_FINAL_1_8334618(1).htm 5/7 DocuSign Envelope ID:8A38D49D-0147-4D7D-912E-1C3948896CD4 Bid Submittal Questionnaire W/0 Living Wage and Equal Ben.-Final Firm Name: Contact Individual Name and Title: Address: Telephone: Contact's Email: Narrative on Scope of Services Provided: SECTION 7 - STANDARD TERMS AND CONDITIuc a The Standard Terms and Conditions are available at https://www.miamibeachfl.gov/city-hall/procurement/standard-terms-and-conditions/ By virtue of submitting a bid, bidder attests that they have read and understand the applicable Standard Terms and Conditions as indicated in the solicitation. Project No. 2020-161-ND Project Title Professional Coastal Engineering Services for Waterway Dredging< SECTION 8 - VENDOR CAMPAIGN CONTRIBUTIONS Bidders are expected to be or become familiar with, the City's Campaign Finance Reform laws, as codified in Sections 2-487 through 2- 490 of the City Code https://library.municode.com/fl/miami_beach/codes/code_of_ordinances? nodeld=SPAGEORCH2ADARTVIISTCODIV5CAFIRE Bidders shall be solely responsible for ensuring that all applicable provisions of the City's Campaign Finance Reform laws are complied with, and shall be subject to any and all sanctions, as prescribed therein, including disqualification of their bid submittal, in the event of file:///C:/Users/purcdeln.CMB/Downloads/BID_SUBMITTAL_QUESTIONNAIRE_W.OLIVING_WAGE_AND_EQUAL BEN. --_FINAL_1_8334618(1).htm 6/7 DocuSign Envelope ID:8A38D49D-0147-4D7D-912E-1C394B896CD4 Bid Submittal Questionnaire W/O Living Wage and Equal Ben. Final such non-compliance. Are there any individuals or entities (including your sub-consultants) with a controlling financial interest which have contributed to the campaign either directly or indirectly, of a candidate who has been elected to the office of Mayor or City Commissioner for the City of Miami Beach. YES ✓ NO If yes, list name (first and last name) of individuals, occupation, amount and date: 1 2 3 4 5 6 7 8 9 jcummins SECTION 9 — SUSPENSION, DEBARMENT, OR CONTRACT CANCELLATION Has bidder ever been debarred, suspended or other legal violation, or had a contract cancelled due to non-performance by any public sector agency? YES ✓ NO If answer to above is "YES," bidder shall submit a statement detailing the reasons that led to action(s): file:///C:/Users/purcdeln.CMB/Downloads/BID_SUBMITTAL_QUESTIQNNAIRE_W.o_LIVING_WAGE_AND_EQUAL_BEN._--_FINAL_1_8334618(1).htm 7/7