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Agenda 09/22/2020 Item #11D (Award Contract #19-7583 - Design Services for NESA Wellfield)
09/22/2020 EXECUTIVE SUMMARY Recommendation to award Agreement No. 19-7583, "Design Services for the NESA Wellfield," in the total amount of $7,114,968, for the North East Service Area ("NESA") Wellfield, to CDM Smith Inc., with authorization to issue an initial purchase order for Phase 1, in the amount of $1,758,435.90, followed by future purchase order modifications for subsequent phases, subject to Board Approval and as dictated by Board -approved funding, in support of the NESA Wellfield (Project 70194). OBJECTIVE: To obtain professional engineering design services for the NESA wellfield. This proposed agreement is for the design, permitting, bidding and construction administrative services for production water wells to be constructed during various phases of the NESA infrastructure improvements, and will result in a quality value project to serve water customers with full regulatory compliance, reliability, and sustainability CONSIDERATIONS: On July 10, 2018 (Agenda Item 11.13), the Board approved the advertisement of a Resolution to expand the Collier County Water -Sewer District's Service Area to coincide with the unincorporated area permitted by Chapter 2003-353, Laws of Florida, the special act that created the Collier County Water -Sewer District. As land development activity accelerates in the northeast portion of Collier County, the Collier County Water -Sewer District will be constructing infrastructure to provide potable water, wastewater, and irrigation quality water to future residents and businesses. It is currently planned that multiple raw water sources may be used to supply the future Water Treatment Plant. As the water demands for this area increases, wells will be added as needed. The proposed scope of work under Project No. 70194 is consistent with the FY2020 Budget approved by the Board on September 19, 2019. On September 24, 2019 (Agenda Item 160), the Board accepted the selection committee's ranking for Request for Professional Services No. 19-7583, and authorized Staff to negotiate a contract with the top ranked firm, CDM Smith Inc. for design services for the NESA wellfield. The attached proposed Agreement No. 19-7583 (the "Agreement") is for the design, permitting, bidding, and construction services of the NESA Wellfield. The Agreement is divided into three phases (work authorizations) as indicated below: Phase 1: South NESA Wellfield The design of this wellfield will include six NESA south freshwater well sites, and a transmission main to the NESA site. Well design will include pipelines, electrical, controls, SCADA, civil site, and well head plans. CDM Smith will provide the size of the raw water transmission main, as well as size and provide the number of conduits for power distribution. Portions of the raw water transmission main will be designed by the Engineer of Record for the Big Corkscrew Island Regional Park project. Phase 2: NESA WTP Perimeter Wellfield The design will include sixteen proposed well sites as labeled Well Site # 1 through Well Site #16 in the December 2009 Northeast Regional Water Treatment Plant Wellfield Infrastructure Development plans (NERW 2009 Plans) by CDM Smith. The design will include the raw water transmission main connecting each of the proposed freshwater wells (Well #1 through Well #16) around the proposed NESA Water Treatment Plant (WTP) site. The plans will include design for the approximately 23,300-feet of raw water pipe and conduit for communication as well as conduit for power distribution to the well facilities. The design is also intended to connect to the existing transmission pipeline constructed at the Big Corkscrew Island Regional Park. Packet Pg. 451 09/22/2020 Phase 3: Immokalee Road Rural Village (IRRV) Wellfield The design will include eleven proposed well sites, the transmission main from the NESA WTP to the Rural Land Trust, and the transmission main to the eleven proposed well sites. The plans will include design for the approximately 21,100-feet of raw water pipe and conduit for communication as well as conduit for power distribution to the well facilities. The Agreement is divided into ten tasks with the time and materials fees as shown in the budget summary table below: PHASE TASK DESCRIPTION BUDGET TOTAL Phase 1 South NESA Task 1 Project Management $ 319,248.75 $ 1,758,435.90 Task 2 Preliminary Engineering $ 178,466.50 Task 3 Hydraulic Modeling $ 0.00 Task 4 Wellfield Facility Design $ 419,838.75 Task 5 Bidding Assistance $ 37,736.00 Task 6 Construction Phase Engineering Services $ 385,612.50 Task 7 Additional Services $ 100,000.00 Task 8 Permitting $ 304,345.00 Task 9 Surveying & Geotechnical $ 13,188.40 Phase 2 NESA Perimeter Task I Project Management $ 250,167.25 $ 2,620,803.60 Task 2 Preliminary Engineering $ 0.00 Task 3 Hydraulic Engineering $ 16,500.00 Task 4 Wellfield Facility Design $ 1,220,716.25 Task 5 Bidding Assistance $ 53,171.00 Task 6 Construction Phase Engineering Services $ 830,273.50 Task 7 Additional Services $ 100,000.00 Task 8 Permitting $ 83,485.00 Task 9 Surveying & Geotechnical $ 66,490.60 Phase 3 IRRV Task 1 Project Management $ 246,002.75 $ 2,735,728.50 Task 2 Master Planning $ 0.00 Task 3 Hydraulic Engineering $ 16,500.00 Task 4 Wellfield Facility Design $ 1,188,069.00 Task 5 Bidding Assistance $ 68,968.00 Task 6 Construction Phase Engineering Services $ 848,429.00 Task 7 Additional Services $ 100,000.00 Task 8 Permitting $ 97,765.00 Task 9 Surveying & Geotechnical $ 169,994.75 TOTAL i $7,114,968.00 Staff is requesting that the Board award Agreement No. 19-7583, "Design Services for the NESA Wellfield" in the amount of $7,114,968, to CDM Smith Inc., with authorization to issue an initial purchase order for Phase 1 in the amount of $1,758,435.90, followed by future purchase order modifications for subsequent contract tasks subject to Board approval and as dictated by Board -approved funding for the NESA Wellfield, Project No. 70194. Packet Pg. 452 09/22/2020 FISCAL IMPACT: Funding for this project is available in the FY2021 Budget approved by the Board of County Commissioners on September 17, 2020 under Project No. 70194 (NE Water & Wastewater Plants). The source of funding is the Water User Fee Capital Fund (412) and Wastewater User Fee Capital Fund (414). GROWTH MANAGEMENT IMPACT: This project meets current Growth Management Plan standards to ensure the adequacy and availability of viable public facilities LEGAL CONSIDERATIONS: This item is approved as to form and legality and requires majority vote for Board approval. -SRT RECOMMENDATION: To Award Contract No. 19-7583, "Design Services for the NESA Wellfield" in the amount of $7,114,968, to CDM Smith Inc., for professional engineering services, with authorization to issue an initial purchase order for Phase 1, in the amount of $1,758,435.90, followed by future purchase order modifications for subsequent contract tasks subject to Board approval and as dictated by Board - approved funding, in support of the NESA Wellfield Project No. 70194, and authorize the Chairman to sign the attached Agreement. Prepared by: Alicia Abbott, E.I., PMP, Project Manager, Engineering & Project Management ATTACHMENT(S) 1. 19-7583 CDMSmith VendorSigned (PDF) 2. 19-7583 CDMSmith Insurance 8-26-20 (PDF) 3. 19-7583 Solicitation (PDF) 4. [Linked] CDM Smith RPS_19-7583 NESA_Wellfield Design_Services (PDF) Packet Pg. 453 11.D 09/22/2020 COLLIER COUNTY Board of County Commissioners Item Number: 11.D Doe ID: 13408 Item Summary: Recommendation to award Agreement No. 19-7583, "Design Services for the NESA Wellfield," in the total amount of $7,114,968, for the North East Service Area (MESA) Wellfield, to CDM Smith Inc., with authorization to issue an initial purchase order for Phase 1, in the amount of $1,758,435.90, followed by future purchase order modifications for subsequent phases, subject to Board Approval and as dictated by Board -approved funding, in support of the NESA Wellfield (Project 70194). (George Yilmaz, Public Utilities Department Head). Meeting Date: 09/22/2020 Prepared by: Title: Project Manager — Public Utilities Planning and Project Management Name: Alicia Abbott 08/28/2020 4:30 PM Submitted by: Title: Division Director - Public Utilities Eng — Public Utilities Planning and Project Management Name: Tom Chmelik 08/28/2020 4:30 PM Approved By: Review: Public Utilities Planning and Project Management Benjamin Bullert Procurement Services Opal Vann Level 1 Purchasing Gatekeeper Procurement Services Sue Zimmerman Additional Reviewer Procurement Services Geoff Thomas Additional Reviewer Water Pamela Libby Additional Reviewer Procurement Services Evelyn Colon Additional Reviewer Water Steve Messner Additional Reviewer Wastewater Steve Messner Additional Reviewer Procurement Services Sandra Herrera Additional Reviewer Public Utilities Operations Support Tara Castillo Additional Reviewer Public Utilities Operations Support Joseph Bellone Additional Reviewer Public Utilities Planning and Project Management Craig Pajer Public Utilities Planning and Project Management Drew Cody Public Utilities Department Dan Rodriguez Additional Reviewer Additional Reviewer Completed Completed 08/28/2020 5:13 PM Completed 08/30/2020 7:55 PM Completed 08/31/2020 8:06 AM Completed 08/31/2020 9:31 AM Completed 08/31/2020 10:18 AM Completed 08/31/2020 10:28 AM Completed 08/31/2020 10:28 AM Completed 08/31/2020 10:29 AM Completed 08/31/2020 11:29 AM Completed 08/31/2020 11:41 AM Additional Reviewer Completed Additional Reviewer Skipped Completed 08/31/2020 4:43 PM Packet Pg. 454 11.D 09/22/2020 Public Utilities Department Public Utilities Department County Attorney's Office Office of Management and Budget County Attorney's Office Budget and Management Office Office of Management and Budget County Manager's Office Board of County Commissioners Drew Cody Level 1 Division Reviewer George Yilmaz Level 2 Division Administrator Review Scott Teach Level 2 Attorney Review Debra Windsor Level 3 OMB Gatekeeper Review Jeffrey A. Klatzkow Level 3 County Attorney's Office Review Ed Finn Additional Reviewer Laura Zautcke Additional Reviewer Nick Casalanguida Level 4 County Manager Review MaryJo Brock Meeting Pending Completed 08/31/2020 6:25 PM Completed 09/02/2020 9:04 AM Completed 09/08/2020 2:21 PM Completed 09/08/2020 3:41 PM Completed 09/09/2020 11:56 AM Completed 09/10/2020 5:03 PM Completed 09/14/2020 12:01 PM Completed 09/14/2020 2:27 PM 09/22/2020 9:00 AM Packet Pg. 455 11.D.1 PROFESSIONAL SERVICES AGREEMENT Contract # 19-7583 for 19 Design Services for the NESA Wellfield _ THIS AGREEMENT is made and entered into this day of , 20 20 by and between the Board of County Commissioners for Collier County, Florida, a political subdivision of the State of Florida (hereinafter referred to as the "COUNTY") and CDM Smith Inc. authorized to do business in the State of Florida, whose business address is 75 State Street, #701, Boston, MA 02109 (hereinafter referred to as the "CONSULTANT" and/or "CONTRACTOR"). WITNESSETH: WHEREAS, the COUNTY desires to obtain the professional services of the CONSULTANT concerning Design Services for the NESA Wellfield (hereinafter referred to as the "Project"), said services in accordance with the provisions of Section 287.055, Florida Statutes being more fully described in Schedule A, "Scope of Services", which is attached hereto and incorporated herein; WHEREAS, the CONSULTANT has submitted a proposal for provision of those services; and; WHEREAS, the CONSULTANT represents that it has expertise in the type of professional services that will be required for the Project. NOW, THEREFORE, in consideration of the mutual covenants and provisions contained herein, the parties hereto agree as follows: ARTICLE ONE CONSULTANT'S RESPONSIBILITY 1.1. CONSULTANT shall provide to COUNTY professional services in all phases of the Project to which this Agreement applies. 1.2. The Basic Services to be performed by CONSULTANT hereunder are set forth in the Scope of Services described in detail in Schedule A. The total compensation to be paid CONSULTANT by the COUNTY for all Basic Services is set forth in Article Five and Schedule B, "Basis of Compensation", which is attached hereto and incorporated herein. 1.3. The CONSULTANT agrees to obtain and maintain throughout the period of this Agreement all such licenses as are required to do business in the State of Florida and in Collier County, Page 1 of 32 PSA_CCNA Single Project Agreement 2017.010 Ver.3 Packet Pg. 456 11.D.1 Florida, including, but not limited to, all licenses required by the respective state boards and other governmental agencies responsible for regulating and licensing the professional services to be provided and performed by the CONSULTANT pursuant to this Agreement. 1.4. The CONSULTANT agrees that, when the services to be provided hereunder relate to a professional service which, under Florida Statutes, requires a license, certificate of authorization or other form of legal entitlement to practice such services, it shall employ and/or retain only qualified personnel to provide such services to the COUNTY. 1.5. CONSULTANT designates Jason A. Sciandra, PE a qualified licensed professional to serve as the CONSULTANT's project coordinator (hereinafter referred to as the "Project Coordinator"). The Project Coordinator is authorized and responsible to act on behalf of the CONSULTANT with respect to directing, coordinating and administering all aspects of the services to be provided and performed under this Agreement. Further, the Project Coordinator has full authority to bind and obligate the CONSULTANT on all matters arising out of or relating to this Agreement. The CONSULTANT agrees that the Project Coordinator shall devote whatever time is required to satisfactorily manage the services to be provided and performed by the CONSULTANT hereunder. The Project Coordinator shall not be removed by CONSULTANT from the Project without the COUNTY's prior written approval, and if so removed must be immediately replaced with a person acceptable to the COUNTY. 1.6. CONSULTANT agrees, within fourteen (14) calendar days of receipt of a written request from the COUNTY to promptly remove and replace the Project Coordinator, or any other personnel employed or retained by the CONSULTANT, or any subconsultants or subcontractors or any personnel of any such subconsultants or subcontractors engaged by the CONSULTANT to provide and perform services or work pursuant to the requirements of this Agreement, said request may be made with or without cause. Any personnel so removed must be immediately replaced with a person acceptable to the COUNTY. 1.7. The CONSULTANT represents to the COUNTY that it has expertise in the type of professional services that will be performed pursuant to this Agreement and has extensive experience with projects similar to the Project required hereunder. The CONSULTANT agrees that all services to be provided by CONSULTANT pursuant to this Agreement shall be subject to the COUNTY's review and approval and shall be in accordance with the generally accepted standards of professional practice in the State of Florida, as well as in accordance with all applicable laws, statutes, including but not limited to ordinances, codes, rules, regulations and requirements of any governmental agencies, and the Florida Building Code where applicable, which regulate or have jurisdiction over the Services to be provided and performed by CONSULTANT hereunder, the Local Government Prompt Payment Act (218.735 and 218.76 F.S.), as amended, and the Florida Public Records Law Chapter 119, including specifically those contractual requirements at F.S. § 119.0701(2)(a)-(b) as stated as follows: IF THE CONTRACTOR HAS QUESTIONS REGARDING THE APPLICATION OF CHAPTER 119, FLORIDA STATUTES, TO THE CONTRACTOR'S DUTY TO PROVIDE PUBLIC RECORDS RELATING TO THIS CONTRACT, CONTACT THE CUSTODIAN OF PUBLIC RECORDS AT: Page 2 of 32 PSA_CCNA Single Project Agreement 2017.010 Ver.3 Packet Pg. 457 11.D.1 Communication and Customer Relations Division 3299 Tamiami Trail East, Suite 102 Naples, FL 34112-5746 Telephone: (239) 252-8999 The Contractor must specifically comply with the Florida Public Records Law to: 1. Keep and maintain public records required by the public agency to perform the service. 2: Upon request from the public agency's custodian of public records, provide the public agency 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 this chapter 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 contract if the Contractor does not transfer the records to the public agency. 4. Upon completion of the contract, transfer, at no cost, to the public agency all public records in possession of the Contractor or keep and maintain public records required by the public agency to perform the service. If the Contractor transfers all public records to the public agency upon completion of the contract, the Contractor shall destroy any duplicate public records that are exempt or confidential and exempt from public records disclosure requirements. If the Contractor keeps and maintains public records upon completion of the contract, the Contractor shall meet all applicable requirements for retaining public records. All records stored electronically must be provided to the public agency, upon request from the public agency's custodian of public records, in a format that is compatible with the information technology systems of the public agency. If Contractor observes that the Contract Documents are at variance therewith, it shall promptly notify the County in writing. Failure by the Contractor to comply with the laws referenced herein shall constitute a breach of this Agreement and the County shall have the discretion to unilaterally terminate this Agreement immediately. 1.8. In the event of any conflicts in these requirements, the CONSULTANT shall notify the COUNTY of such conflict and utilize its best professional judgment to advise the COUNTY regarding resolution of each such conflict. The COUNTYS approval of the design documents in no way relieves CONSULTANT of its obligation to deliver complete and accurate documents necessary for successful construction of the Project. 1.9. The COUNTY reserves the right to deduct portions of the (monthly) invoiced (task) amount for the following: Tasks not completed within the expressed time frame, including required deliverables, incomplete and/or deficient documents, failure to comply with local, state and/or federal requirements and/or codes and ordinances applicable to CONSULTANT's performance of the work as related to the project. This list is not deemed to be all-inclusive, and the COUNTY reserves the right to make sole determination regarding deductions. After notification of deficiency, if the CONSULANT fails to correct the deficiency within the specified timeframe, these funds would be forfeited by the CONSULTANT. The COUNTY may also deduct or charge the Page 3 of 32 PSA_CCNA Single Project Agreement 2017.010 Ver.3 Packet Pg. 458 11.D.1 CONSULTANT for services and/or items necessary to correct the deficiencies directly related to the CONSULTANT's non-performance whether or not the COUNTY obtained substitute performance. 1.10. CONSULTANT agrees not to divulge, furnish or make available to any third person, firm or organization, without the COUNTY's prior written consent, or unless incident to the proper performance of the CONSULTANT'S obligations hereunder, or in the course of judicial or legislative proceedings where such information has been properly subpoenaed, any non-public information concerning the services to be rendered by CONSULTANT hereunder, and CONSULTANT shall require all of its employees, agents, subconsultants and subcontractors to comply with the provisions of this paragraph. CONSULTANT shall provide the COUNTY prompt written notice of any such subpoenas. 1.11. As directed by the COUNTY, all plans and drawings referencing a specific geographic area must be submitted in an AutoCAD DWG or MicroStation DGN format on a CD or DVD, drawn in the Florida State Plane East (US Feet) Coordinate System (NAD 83/90). The drawings should either reference specific established Survey Monumentation, such as Certified Section Corners (Half or Quarter Sections are also acceptable), or when implemented, derived from the RTK (Real - Time Kinematic) GPS Network as provided by the COUNTY. Information layers shall have common naming conventions (i.e. right-of-way - ROW, centerlines - CL, edge -of -pavement - EOP, etc.), and adhere to industry standard CAD specifications. ARTICLE TWO ADDITIONAL SERVICES OF CONSULTANT 2.1. If authorized in writing by the COUNTY through a Change Order or Amendment to this Agreement, CONSULTANT shall furnish or obtain from others Additional Services of the types listed in Article Two herein. The agreed upon scope, compensation and schedule for Additional Services shall be set forth in the Change Order or Amendment authorizing those Additional Services. With respect to the individuals with authority to authorize Additional Services under this Agreement, such authority will be as established in the COUNTY's Procurement Ordinance and Procedures in effect at the time such services are authorized. These services will be paid for by the COUNTY as indicated in Article Five and Schedule B. Except in an emergency endangering life or property, any Additional Services must be approved in writing via a Change Order or an Amendment to this Agreement prior to starting such services. The COUNTY will not be responsible for the costs of Additional Services commenced without such express prior written approval. Failure to obtain such prior written approval for Additional Services will be deemed: (i) a waiver of any claim by CONSULTANT for such Additional Services and (ii) an admission by CONSULTANT that such Work is not additional but rather a part of the Basic Services required of CONSULTANT hereunder. If the COUNTY determines that a change in the Agreement is required because of the action taken by CONSULTANT in response to an emergency, an Amendment shall be issued to document the consequences of the changes or variations, provided that CONSULTANT has delivered written notice to the COUNTY of the emergency within forty- eight (48) hours from when CONSULTANT knew or should have known of its occurrence. Failure to provide the forty-eight (48) hour written notice noted above, waives CONSULTANT's right it otherwise may have had to seek an adjustment to its compensation or time of performance under this Agreement. The following services, if not otherwise specified in Schedule A as part of Basic Services, shall be Additional Services: Page 4 of 32 PSA_CCNA Single Project Agreement 2017.010 Ver.3 Packet Pg. 459 11.D.1 2.2. Preparation of applications and supporting documents (except those already to be furnished under this Agreement) for private or governmental grants, loans, bond issues or advances in connection with the Project. 2.3. Services resulting from significant changes in the general scope, extent or character of the Project or its design including, but not limited to, changes in size, complexity, the COUNTY's schedule or character of construction; and revising studies, reports, design documents or Contract Documents previously accepted by the COUNTY when such revisions are required by changes in laws, rules, regulations, ordinances, codes or orders enacted subsequent to and not reasonably anticipated prior to the preparation of such studies, reports or documents, or are due to any other causes beyond CONSULTANT's control and fault. 2.4. Providing renderings or models for the COUNTY's use. 2.5. Investigations and studies involving detailed consideration of operations, maintenance and overhead expenses; the preparation of feasibility studies, cash flow and economic evaluations, rate schedules and appraisals; and evaluating processes available for licensing and assisting the COUNTY in obtaining such process licensing. 2.6. Furnishing services of independent professional associates and consultants for other than the Basic Services to be provided by CONSULTANT hereunder. 2.7. Services during travel outside of Collier and Lee Counties required of CONSULTANT and directed by the COUNTY, other than visits to the Project site or the COUNTY's office. 2.8. Preparation of operating, maintenance and staffing manuals, except as otherwise provided for herein. 2.9. Preparing to serve or serving as a CONSULTANT or witness for the COUNTY in any litigation, or other legal or administrative proceeding, involving the Project (except for assistance in consultations which are included as part of the Basic Services to be provided herein). 2.10. Additional services rendered by CONSULTANT in connection with the Project, not otherwise provided for in this Agreement or not customarily furnished in Collier County as part of the Basic Services in accordance with generally accepted professional practice. ARTICLE THREE THE COLINTY'S RESPONSIBILITIES 3.1. The COUNTY shall designate in writing a project manager to act as the COUNTY's representative with respect to the services to be rendered under this Agreement (hereinafter referred to as the "Project Manager"). The Project Manager shall have authority to transmit instructions, receive information, interpret and define the COUNTY's policies and decisions with respect to CONSULTANT's services for the Project. However, the Project Manager is not authorized to issue any verbal or written orders or instructions to the CONSULTANT that would have the effect, or be interpreted to have the effect, of modifying or changing in any way whatever: Page 5 of 32 PSA_CCNA Single Project Agreement 2017.010 Ver.3 Packet Pg. 460 11.D.1 a. The scope of services to be provided and performed by the CONSULTANT hereunder; b. The time the CONSULTANT is obligated to commence and complete all such services; or c. The amount of compensation the COUNTY is obligated or committed to pay the CONSULTANT. 3.2. The Project Manager shall: a. Review and make appropriate recommendations on all requests submitted by the CONSULTANT for payment for services and work provided and performed in accordance with this Agreement; b. Provide all criteria and information requested by CONSULTANT as to the COUNTY 's requirements for the Project, including design objectives and constraints, space, capacity and performance requirements, flexibility and expandability, and any budgetary limitations; c. Upon request from CONSULTANT, assist CONSULTANT by placing at CONSULTANT's disposal all available information in the COUNTY's possession pertinent to the Project, including existing drawings, specifications, shop drawings, product literature, previous reports and any other data relative to the Project; d. Arrange for access to and make all provisions for CONSULTANT to enter the Project site to perform the services to be provided by CONSULTANT under this Agreement; and e. Provide notice to CONSULTANT of any deficiencies or defects discovered by the COUNTY with respect to the services to be rendered by CONSULTANT hereunder. ARTICLE FOUR TIME 4.1. Services to be rendered by CONSULTANT shall be commenced subsequent to the execution of this Agreement upon written Notice to Proceed from the COUNTY for all or any designated portion of the Project and shall be performed and completed in accordance with the Project Milestone Schedule attached hereto and made a part hereof as Schedule C. Time is of the essence with respect to the performance of this Agreement. 4.2. Should CONSULTANT be obstructed or delayed in the prosecution or completion of its services as a result of unforeseeable causes beyond the control of CONSULTANT, and not due to its own fault or neglect, including but not restricted to acts of nature or of public enemy, acts of government or of the COUNTY, fires, floods, epidemics, quarantine regulations, strikes or lock -outs, then CONSULTANT shall notify the COUNTY in writing within five (5) working days after commencement of such delay, stating the specific cause or causes thereof, or be deemed to have waived any right which CONSULTANT may have had to request a time extension for that specific delay. 4.3. No interruption, interference, inefficiency, suspension or delay in the commencement or progress of CONSULTANT's services from any cause whatsoever, including those for which the COUNTY may be responsible in whole or in part, shall relieve CONSULTANT of its duty to perform or give rise to any right to damages or additional compensation from the COUNTY. CONSULTANT's sole remedy against the COUNTY will be the right to seek an extension of time to its schedule provided, however, the granting of any such time extension shall not be a condition Page 6 of 32 PSA_CCNA Single Project Agreement 2017.010 Ver.3 Packet Pg. 461 / 11.D.1 precedent to the aforementioned "No Damage For Delay" provision. This paragraph shall expressly apply to claims for early completion, as well as claims based on late completion. Provided, however, if through no fault or neglect of CONSULTANT, the services to be provided hereunder have been delayed for a total of 180 calendar days, CONSULTANT's compensation shall be equitably adjusted, with respect to those services that have not yet been performed, to reflect the incremental increase in costs experienced by CONSULTANT, if any, as a result of such delays. 4.4. Should the CONSULTANT fail to commence, provide, perform or complete any of the services to be provided hereunder in a timely manner, in addition to any other rights or remedies available to the COUNTY hereunder, the COUNTY at its sole discretion and option may withhold any and all payments due and owing to the CONSULTANT until such time as the CONSULTANT resumes performance of its obligations hereunder in such a manner so as to reasonably establish to the COUNTY's satisfaction that the CONSULTANT's performance is or will shortly be back on schedule. 4.5. In no event shall any approval by the COUNTY authorizing CONSULTANT to continue performing Work under this Agreement or any payment issued by the COUNTY to CONSULTANT be deemed a waiver of any right or claim the COUNTY may have against CONSULTANT for delay or any other damages hereunder. ARTICLE FIVE COMPENSATION 5.1. Compensation and the manner of payment of such compensation by the COUNTY for services rendered hereunder by CONSULTANT shall be as prescribed in Schedule B, entitled "Basis of Compensation", which is attached hereto and made a part hereof. The Project Manager, or designee, reserves the right to utilize any of the following Price Methodologies: Time and Materials: The COUNTY agrees to pay the contractor for the amount of labor time spent by the CONSULTANT's employees and subcontractors to perform the work (number of hours times hourly rate), and for materials and equipment used in the project (cost of materials plus the contractor's mark-up). This methodology is generally used in projects in which it is not possible to accurately estimate the size of the project, or when it is expected that the project requirements would most likely change. As a general business practice, these contracts include back-up documentation of costs; invoices would include number of hours worked and billing rate by position (and not company (or subcontractor) timekeeping or payroll records), material or equipment invoices, and other reimbursable documentation for the project. 5.2. The hourly rates as set forth and identified in Schedule B, which is attached hereto, shall apply only to tasks procured under the Time and Materials pricing methodology specified in paragraph 5.1 above. ❑ ageRey- Page 7 of 32 PSA_CCNA Single Project Agreement 2017.010 Ver.3 Packet Pg. 462 11.D.1 ARTICLE SIX THE OWNERSHIP OF DOCUMENTS 6.1. Upon the completion or termination of this Agreement, as directed by the COUNTY, CONSULTANT shall deliver to the COUNTY copies or originals of all records, documents, drawings, notes, tracings, plans, MicroStation or AutoCAD files, specifications, maps, evaluations, reports and other technical data, other than working papers, prepared or developed by or for CONSULTANT under this Agreement ("Project Documents"). The COUNTY shall specify whether the originals or copies of such Project Documents are to be delivered by CONSULTANT. CONSULTANT shall be solely responsible for all costs associated with delivering to the COUNTY the Project Documents. CONSULTANT, at its own expense, may retain copies of the Project Documents for its files and internal use. 6.2. Notwithstanding anything in this Agreement to the contrary and without requiring the COUNTY to pay any additional compensation, CONSULTANT hereby grants to the COUNTY a nonexclusive, irrevocable license in all of the Project Documents for the COUNTY's use on this Project. CONSULTANT warrants to the COUNTY that it has full right and authority to grant this license to the COUNTY. Further, CONSULTANT consents to the COUNTY's use of the Project Documents to complete the Project following CONSULTANT's termination for any reason or to perform additions to or remodeling, replacement or renovations of the Project. CONSULTANT also acknowledges the COUNTY may be making Project Documents available for review and information to various third parties and hereby consents to such use by the COUNTY. ARTICLE SEVEN MAINTENANCE OF RECORDS 7.1. CONSULTANT will keep adequate records and supporting documentation which concern or reflect its services hereunder. The records and documentation will be retained by CONSULTANT for a minimum of five (5) years from (a) the date of termination of this Agreement or (b) the date the Project is completed, whichever is later, or such later date as may be required by law. The COUNTY, or any duly authorized agents or representatives of the COUNTY, shall, free of charge, have the right to audit, inspect and copy all such records and documentation as often as they deem necessary during the period of this Agreement and during the five (5) year period noted above, or such later date as may be required by law; provided, however, such activity shall be conducted only during normal business hours. ARTICLE EIGHT INDEMNIFICATION 8.1. To the maximum extent permitted by Florida law, CONSULTANT shall indemnify and hold harmless the COUNTY, its officers and employees from any and all liabilities, damages, losses and costs, including, but not limited to, reasonable attorneys' fees and paralegals' fees, to the extent caused by the negligence, recklessness, or intentionally wrongful conduct of CONSULTANT or anyone employed or utilized by the CONSULTANT in the performance of this Agreement. This indemnification obligation shall not be construed to negate, abridge or reduce any other rights or remedies which otherwise may be available to an indemnified party or person described in this paragraph 8.1. Page 8 of 32 PSA_CCNA Single Project Agreement 2017.010 Ver.3 Packet Pg. 463 11.D.1 8.2. To the extent that the Agreement that the work pertains to a "Professional Services Contract" as defined in Section 725.08(3), Florida Statutes, and the CONSULTANT is a "Design Professional" as defined in Section 725.08(4), Florida Statutes, the indemnification provided herein shall be limited as provided in Sections 725.08(1) & (2), Florida Statutes. ARTICLE NINE INSURANCE 9.1. CONSULTANT shall obtain and carry, at all times during its performance under the Contract Documents, insurance of the types and in the amounts set forth in SCHEDULE D to this Agreement. 9.2. All insurance shall be from responsible companies duly authorized to do business in the State of Florida. 9.3. All insurance policies required by this Agreement shall include the following provisions and conditions by endorsement to the policies: 9.3.1. All insurance policies, other than the Business Automobile policy, Professional Liability policy, and the Workers Compensation policy, provided by CONSULTANT to meet the requirements of this Agreement shall name Collier County Board of County Commissioners, OR, Board of County Commissioners in Collier County, OR, Collier County Government, as an additional insured as to the operations of CONSULTANT under this Agreement and shall contain a severability of interests' provisions. 9.3.2. Companies issuing the insurance policy or policies shall have no recourse against the COUNTY for payment of premiums or assessments for any deductibles which all are at the sole responsibility and risk of CONSULTANT. 9.3.3. All insurance coverage of CONSULTANT shall be primary to any insurance or self- insurance program carried by the COUNTY applicable to this Project, and the "Other Insurance provisions of any policies obtained by CONSULTANT shall not apply to any insurance or self-insurance program carried by the COUNTY applicable to this Project. 9.3.4. The Certificates of Insurance must read: For any and all work performed on behalf of Collier County, or reference this contract number. 9.3.5. All insurance policies shall be fully performable in Collier County, Florida, and shall be construed in accordance with the laws of the State of Florida. 9.4. CONSULTANT, its subconsultants and the COUNTY shall waive all rights against each other for damages covered by insurance to the extent insurance proceeds are paid and received by the COUNTY, except such rights as they may have to the proceeds of such insurance held by any of them. 9.5. All insurance companies from whom CONSULTANT obtains the insurance policies required hereunder must meet the following minimum requirements: 9.5.1. The insurance company must be duly licensed and authorized by the Department of Insurance of the State of Florida to transact the appropriate insurance business in the State of Florida. Page 9 of 32 PSA_CCNA Single Project Agreement 2017.010 Ver.3 Packet Pg. 464 11.D.1 9.5.2. The insurance company must have a current A. M. Best financial rating of "Class VI" or higher. ARTICLE TEN SERVICES BY CONSULTANT'S OWN STAFF 10.1. The services to be performed hereunder shall be performed by CONSULTANT's own staff, unless otherwise authorized in writing by the COUNTY. The employment of, contract with, or use of the services of any other person or firm by CONSULTANT, as independent consultant or otherwise, shall be subject to the prior written approval of the COUNTY. No provision of this Agreement shall, however, be construed as constituting an agreement between the COUNTY and any such other person or firm. Nor shall anything in this Agreement be deemed to give any such party or any third party any claim or right of action against the COUNTY beyond such as may then otherwise exist without regard to this Agreement. 10.2. Attached as Schedule F is a listing of all key personnel CONSULTANT intends to assign to the Project to perform the Services required hereunder. Such personnel shall be committed to this Project in accordance with the percentages noted in Schedule F. All personnel, identified in Schedule F shall not be removed or replaced without the COUNTY's prior written consent. 10.3. CONSULTANT is liable for all the acts or omissions of its subconsultants or subcontractors. By appropriate written agreement, the CONSULTANT shall require each subconsultant or subcontractor, to the extent of the Services to be performed by the subconsultant or subcontractor, to be bound to the CONSULTANT by the terms of this Agreement, and to assume toward the CONSULTANT all the obligations and responsibilities which the CONSULTANT, by this Agreement, assumes toward the COUNTY. Each subconsultant or subcontract agreement shall preserve and protect the rights of the COUNTY under this Agreement with respect to the Services to be performed by the subconsultant or subcontractor so that the sub consulting or subcontracting thereof will not prejudice such rights. Where appropriate, the CONSULTANT shall require each subconsultant or subcontractor to enter into similar agreements with its sub- subconsultants or sub -subcontractors. 10.4. CONSULTANT acknowledges and agrees that the COUNTY is a third -party beneficiary of each contract entered into between CONSULTANT and each subconsultant or subcontractor, however nothing in this Agreement shall be construed to create any contractual relationship between the COUNTY and any subconsultant or subcontractor. Further, all such contracts shall provide that, at the COUNTY's discretion, they are assignable to the COUNTY upon any termination of this Agreement. ARTICLE ELEVEN WAIVER OF CLAIMS 11.1. CONSULTANT's acceptance of final payment shall constitute a full waiver of any and all claims, except for insurance company subrogation claims, by it against the COUNTY arising out of this Agreement or otherwise related to the Project, and except those previously made in writing in accordance with the terms of this Agreement and identified by CONSULTANT as unsettled at the time of the final payment. Neither the acceptance of CONSULTANT's services nor payment by the COUNTY shall be deemed to be a waiver of any of the COUNTY's rights against CONSULTANT. Page 10 of 32 PSA_CCNA Single Project Agreement 2017.010 Ver.3 Packet Pg. 465 11.D.1 ARTICLE TWELVE TERMINATION OR SUSPENSION 12.1. CONSULTANT shall be considered in material default of this Agreement and such default will be considered cause for the COUNTY to terminate this Agreement, in whole or in part, as further set forth in this section, for any of the following reasons: (a) CONSULTANT's failure to begin services under the Agreement within the times specified under the Notice(s) to Proceed, or (b) CONSULTANT's failure to properly and timely perform the services to be provided hereunder or as directed by the COUNTY, or (c) the bankruptcy or insolvency or a general assignment for the benefit of creditors by CONSULTANT or by any of CONSULTANT's principals, officers or directors, or (d) CONSULTANT's failure to obey any laws, ordinances, regulations or other codes of conduct, or (e) CONSULTANT's failure to perform or abide by the terms and conditions of this Agreement, or (f) for any other just cause. The COUNTY may so terminate this Agreement, in whole or in part, by giving the CONSULTANT seven (7) calendar days written notice of the material default. 12.2. If, after notice of termination of this Agreement as provided for in paragraph 12.1 above, it is determined for any reason that CONSULTANT was not in default, or that its default was excusable, or that the COUNTY otherwise was not entitled to the remedy against CONSULTANT provided for in paragraph 12.1, then the notice of termination given pursuant to paragraph 12.1 shall be deemed to be the notice of termination provided for in paragraph 12.3, below, and CONSULTANT's remedies against the COUNTY shall be the same as and be limited to those afforded CONSULTANT under paragraph 12.3, below. 12.3. The COUNTY shall have the right to terminate this Agreement, in whole or in part, without cause upon seven (7) calendar days written notice to CONSULTANT. In the event of such termination for convenience, CONSULTANT'S recovery against the COUNTY shall be limited to that portion of the fee earned through the date of termination, together with any retainage withheld and any costs reasonably incurred by CONSULTANT that are directly attributable to the termination, but CONSULTANT shall not be entitled to any other or further recovery against the COUNTY, including, but not limited to, anticipated fees or profits on work not required to be performed. CONSULTANT must mitigate all such costs to the greatest extent reasonably possible. 12.4. Upon termination and as directed by the COUNTY, the CONSULTANT shall deliver to the COUNTY all original papers, records, documents, drawings, models, and other material set forth and described in this Agreement, including those described in Article 6, that are in CONSULTANT's possession or under its control. 12.5. The COUNTY shall have the power to suspend all or any portions of the services to be provided by CONSULTANT hereunder upon giving CONSULTANT two (2) calendar days prior written notice of such suspension. If all or any portion of the services to be rendered hereunder are so suspended, the CONSULTANT's sole and exclusive remedy shall be to seek an extension of time to its schedule in accordance with the procedures set forth in Article Four herein. 12.6. In the event (i) the COUNTY fails to make any undisputed payment to CONSULTANT within forty-five (45) days after such payment is due or such other time as required by Florida's Prompt Payment Act or (ii) the COUNTY otherwise persistently fails to fulfill some material Page 11 of 32 PSA_CCNA Single Project Agreement 2017.010 Ver.3 Packet Pg. 466 11.D.1 obligation owed by the COUNTY to CONSULTANT under this Agreement, and (ii) the COUNTY has failed to cure such default within fourteen (14) days of receiving written notice of same from CONSULTANT, then CONSULTANT may stop its performance under this Agreement until such default is cured, after giving THE COUNTY a second fourteen (14) days written notice of CONSULTANT's intention to stop performance under the Agreement. If the Services are so stopped for a period of one hundred and twenty (120) consecutive days through no act or fault of the CONSULTANT or its subconsultant or subcontractor or their agents or employees or any other persons performing portions of the Services under contract with the CONSULTANT, the CONSULTANT may terminate this Agreement by giving written notice to the COUNTY of CONSULTANT's intent to terminate this Agreement. If the COUNTY does not cure its default within fourteen (14) days after receipt of CONSULTANT's written notice, CONSULTANT may, upon fourteen (14) additional days' written notice to the COUNTY, terminate the Agreement and recover from the COUNTY payment for Services performed through the termination date, but in no event, shall CONSULTANT be entitled to payment for Services not performed or any other damages from the COUNTY. ARTICLE THIRTEEN TRUTH IN NEGOTIATION REPRESENTATIONS 13.1. CONSULTANT warrants that CONSULTANT 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 CONSULTANT 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 any other consideration contingent upon or resulting from the award or making of this Agreement. 13.2. In accordance with provisions of Section 287.055, (5)(a), Florida Statutes, the CONSULTANT agrees to execute the required Truth -In -Negotiation Certificate, attached hereto and incorporated herein as Schedule E, certifying that wage rates and other factual unit costs supporting the compensation for CONSULTANT's services to be provided under this Agreement are accurate, complete and current at the time of the Agreement. The CONSULTANT agrees that the original Agreement price and any additions thereto shall be adjusted to exclude any significant sums by which the COUNTY determines the Agreement price was increased due to inaccurate, incomplete, or non -current wage rates and other factual unit costs. All such adjustments shall be made within one (1) year following the end of this Agreement. ARTICLE FOURTEEN CONFLICT OF INTEREST 14.1. CONSULTANT represents that it presently has no interest and shall acquire no interest, either direct or indirect, which would conflict in any manner with the performance of services required hereunder. CONSULTANT further represents that no persons having any such interest shall be employed to perform those services. ARTICLE FIFTEEN MODIFICATION 15.1. No modification or change in this Agreement shall be valid or binding upon either party unless in writing and executed by the party or parties intended to be bound by it. Page 12 of 32 PSA_CCNA Single Project Agreement 2017.010 Ver.3 Packet Pg. 467 11.D.1 ARTICLE SIXTEEN NOTICES AND ADDRESS OF RECORD 16.1. All notices required or made pursuant to this Agreement to be given by the CONSULTANT to the COUNTY shall be in writing and shall be delivered by hand, email, or by United States Postal Service Department, first class mail service, postage prepaid, addressed to the following the COUNTY's address of record: Board of County Commissioners for Collier County, Florida Division Name: Public Utilities Engineering & Project Management Division Director: Tom Chmelik Address: 3339 Tamiami Trail East, Suite 303 Naples, FL 34112 Administrative Agent/PM: Alicia Abbott, Project Manager Telephone: (239) 252-5344 E-Mail(s): Alicia Abbottna colliercountyfl.gov 16.2. All notices required or made pursuant to this Agreement to be given by the COUNTY to the CONSULTANT shall be made in writing and shall be delivered by hand, email or by the United States Postal Service Department, first class mail service, postage prepaid, addressed to the following CONSULTANT's address of record: Company Name: CDM Smith Inc. Address: 4210 Metro Parkway, Suite 230 Fort Myers, FL 33916 Attention Name & Title: Jason A. Sciandra, PE Telephone: (239) 938-9600 / (239) 339-64189 E-Mail(s): sciandraia(cbcdmsmith.com 16.3. Either party may change its address of record by written notice to the other party given in accordance with requirements of this Article. ARTICLE SEVENTEEN MISCELLANEOUS 17.1. CONSULTANT, in representing the COUNTY, shall promote the best interests of the COUNTY and assume towards the COUNTY a duty of the highest trust, confidence, and fair dealing. Page 13 of 32 PSA_CCNA Single Project Agreement 2017.010 Ver.3 Packet Pg. 8 11.D.1 17.2. No modification, waiver, suspension or termination of the Agreement or of any terms thereof shall impair the rights or liabilities of either party. 17.3. This Agreement is not assignable, or otherwise transferable in whole or in part, by CONSULTANT without the prior written consent of the COUNTY. 17.4. Waivers by either party of a breach of any provision of this Agreement shall not be deemed to be a waiver of any other breach and shall not be construed to be a modification of the terms of this Agreement. 17.5. The headings of the Articles, Schedules, Parts and Attachments as contained in this Agreement are for the purpose of convenience only and shall not be deemed to expand, limit or change the provisions in such Articles, Schedules, Parts and Attachments. 17.6. This Agreement, including the referenced Schedules and Attachments hereto, constitutes the entire agreement between the parties hereto and shall supersede, replace and nullify any and all prior agreements or understandings, written or oral, relating to the matter set forth herein, and any such prior agreements or understanding shall have no force or effect whatever on this Agreement. 17.7. Unless otherwise expressly noted herein, all representations and covenants of the parties shall survive the expiration or termination of this Agreement. 17.8. This Agreement may be simultaneously executed in several counterparts, each of which shall be an original and all of which shall constitute but one and the same instrument. 17.9. The terms and conditions of the following Schedules attached hereto are by this reference incorporated herein: Schedule A SCOPE OF SERVICES Schedule B BASIS OF COMPENSATION Schedule C PROJECT MILESTONE SCHEDULE Schedule D INSURANCE COVERAGE Schedule E CCNA Projects: TRUTH IN NEGOTIATION CERTIFICATE Schedule F KEY PERSONNEL Schedule G Other: N/A Solicitation # 19-7583 including all Attachment(s), Exhibit(s) & Addendum Consultant's Proposal 17.10. Grant Funded Projects (only applicable to Grant funded projects): In the event of any conflict between or among the terms of any of the Contract Documents and/or the COUNTY's Board approved Executive Summary, the terms of the Agreement shall take precedence over the terms of all other Contract Documents, except the terms of any Supplemental Grant Conditions shall take precedence over the Agreement. To the extent any conflict in the terms of the Contract Documents cannot be resolved by application of the Supplemental Conditions, if any, or the Agreement, the conflict shall be resolved by imposing the more strict or costly obligation under the Contract Documents upon the CONSULTANT at the COUNTY's discretion. Page 14 of 32 PSA_CCNA Single Project Agreement 2017.010 Ver.3 Packet Pg. 469 11.D.1 ARTICLE EIGHTEEN APPLICABLE LAW 18.1. This Agreement shall be governed by the laws, rules, and regulations of the State of Florida, and by such laws, rules and regulations of the United States as made applicable to services funded by the United States government. Any suit or action brought by either party to this Agreement against the other party relating to or arising out of this Agreement must be brought in the appropriate federal or state courts in Collier County, Florida, which courts have sole and exclusive jurisdiction on all such matters. ARTICLE NINETEEN SECURING AGREEMENT/PUBLIC ENTITY CRIMES 19.1. CONSULTANT warrants that CONSULTANT 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 CONSULTANT 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 any other consideration contingent upon or resulting from the award or making of this Agreement. At the time this Agreement is executed, CONSULTANT shall sign and deliver to the COUNTY the Truth -In -Negotiation Certificate identified in Article 13 and attached hereto and made a part hereof as Schedule E. CONSULTANT's compensation shall be adjusted to exclude any sums by which the COUNTY determines the compensation was increased due to inaccurate, incomplete, or noncurrent wage rates and other factual unit costs. 19.2. By its execution of this Agreement, CONSULTANT acknowledges that it has been informed by the COUNTY of and is in compliance with the terms of Section 287.133(2)(a) of the Florida Statutes which read as follows: "A person or affiliate who has been placed on the convicted vendor list following a conviction for a public entity crime may not submit a bid, proposal, or reply on a contract to provide any goods or services to a public entity; may not submit a bid, proposal, or reply on a contract with a public entity for the construction or repair of a public building or public work; may not submit bids, proposals, or replies on leases of real property to a public entity, may not be awarded or perform work as a contractor, supplier, subcontractor, or consultant under a contract with any public entity; and may not transact business with any public entity in excess of the threshold amount provided in s. 287.017 for CATEGORY TWO for a period of 36 months following the date of being placed on the convicted vendor list." ARTICLE TWENTY DISPUTE RESOLUTION 20.1. Prior to the initiation of any action or proceeding permitted by this Agreement to resolve disputes between the parties, the parties shall make a good faith effort to resolve any such disputes by negotiation. The negotiation shall be attended by representatives of CONSULTANT with full decision -making authority and by the COUNTY's staff person who would make the presentation of any settlement reached during negotiations to the COUNTY for approval. Failing resolution, and prior to the commencement of depositions in any litigation between the parties Page 15 of 32 PSA_CCNA Single Project Agreement 2017.010 Ver.3 F Packet Pg. 470 11.D.1 arising out of this Agreement, the parties shall attempt to resolve the dispute through Mediation before an agreed -upon Circuit Court Mediator certified by the State of Florida. The mediation shall be attended by representatives of CONSULTANT with full decision -making authority and by the COUNTY's staff person who would make the presentation of any settlement reached at mediation to the COUNTY's board for approval. Should either party fail to submit to mediation as required hereunder, the other party may obtain a court order requiring mediation under section 44.102, Fla. Stat. 20.2. Any suit or action brought by either party to this Agreement against the other party relating to or arising out of this Agreement must be brought in the appropriate federal or state courts in Collier County, Florida, which courts have sole and exclusive jurisdiction on all such matters. ARTICLE TWENTY-ONE IMMIGRATION LAW COMPLIANCE 21.1. By executing and entering into this agreement, the CONSULTANT is formally acknowledging without exception or stipulation that it is fully responsible for complying with the provisions of the Immigration Reform and Control Act of 1986 as located at 8 U.S.C. 1324, et seg. and regulations relating thereto, as either may be amended. Failure by the CONSULTANT to comply with the laws referenced herein shall constitute a breach of this agreement and the COUNTY shall have the discretion to unilaterally terminate this Agreement immediately. Page 16 of 32 PSA_CCNA Single Project Agreement 2017.010 Ver.3 Packet Pg. 471 11.D.1 IN WITNESS WHEREOF, the parties hereto have executed this Professional Services Agreement the day and year first written above. ATTEST: BOARD OF COUNTY COMMISSIONERS FOR COLLIER COUNTY, FLORIDA Crystal K. Kinzel, Clerk of Courts & Comptroller By: By: Date: Burt L. Saunders , Chairman Approved as to Form and Legality: County Attorney Name Consultant's Witnesses: Witness A/.we�/ Name and Title Iao�vtvo- , Witness r Name and Title Consultant: CDM Smith Inc. By: � `10 C;tih�� i►�1i1GP0.1 Name and Title �r Page 17 of 32 PSA_CCNA Single Project Agreement 2017.010 Ver.3 Q Packet Pg. 472 11.D.1 SCHEDULE A SCOPE OF SERVICES FMJ following this page (pages 1 through 18 ) Page 18 of 32 PSA_CCNA Single Project Agreement 2017.010 Ver.3 Packet Pg. 473 11.D.1 RPS# 19-7583 SCHEDULE A — SCOPE OF SERVICES DESIGN SERVICES FOR THE MESA WELLFIELD PROJECT BACKGROUND The OWNER would like the CONSULTANT to perform the planning, design, permitting, bidding, and construction contract administration for the development of potable and irrigation quality water supplies to meet the needs of the planned development in the NESA (the PROJECT). The NESA Wellfield will have three primary areas: the NESA South Wellfield, the NESA Perimeter Wellfield, and the Immokalee Road Rural Village (IRRV) Wellfield (located between the NESA site and Immokalee Road). The attached Exhibit 1 shows the Project area. The improvements include approximately 49,100 linear feet of raw water pipeline and 33 water supply wells. The work will include a preliminary engineering task to evaluate wellfield corridors and potential wellfield alignments in each of the three wellfield areas as well as the potential disposition of other well sites owned by the OWNER in the northeast portion of the County. The OWNER wishes to conduct a preliminary engineering effort in the NESA service area to identify, quantify, and utilize freshwater supplies for the long-term benefit system. In parallel to the preliminary engineering task, the CONSULTANT will prepare and pursue the water use permit allocation from the South Florida Water Management District (SFWMD) necessary for the initial (5-year) and future (20-yr) NESA wellfield area. The CONSULTANT will also prepare the design for the South NESA wellfield at the same time as preliminary engineering and permitting. Subsequent to the development of the South NESA Wellfield, the CONSULTANT will prepare the design for the NESA Perimeter Wellfield then the Immokalee Road Rural Village Wellfield. The work for this authorization has been separated into 9 tasks. Task 1 is for project management throughout the project. Task 2 is for development of preliminary engineering for the wellfield. Task 3 includes hydraulic modeling of the transmissions system. Task 4 is for the design of each of the wellsite facilities. Task 4 was further divided into 3 distinct areas in the wellfield such that the OWNER can stage the development of the wells to match the raw water demands. Task 5 is for bidding services for each bid package. Task 6 is for construction phase services for each of the bid packages including resident project representative services. Task 7 is for additional services to support the OWNER at the OWNER's request through the project. Task 8 provides permitting services for each wellfield areas as well as the overall water use permit. Task 9 includes survey and geotechnical engineering. SCOPE OF WORK The following is a description of the services to be provided under this Task Authorization: TASK 1- PROJECT MANAGEMENT Project management includes activities related to initiating, planning, executing, controlling, and closing the project. Under this Task, the CONSULTANT will be responsible for overall coordination and oversight of the project execution. The Project Manager will be the primary point of contact with the Page 1 of 18 �q. Packet Pg. 474 11.D.1 OWNER and will lead the Consultant Team during the project execution focusing on quality completion of the project tasks on schedule and budget. CONSULTANT understands that the Total Project Duration will be approximately 84 months from start of project. Subtask 1.1- Project Management The CONSULTANT will perform overall project management and coordination tasks such as project planning, project controls, subconsultant management, invoicing and reporting, and oversight of quality assurance/quality control activities. During this task, the CONSULTANT will perform the following activities or milestones. Subtask 1.1.1 - Project/Quality Execution Plan The CONSULTANT will prepare a Project Execution Plan that describes the CONSULTANT's approach to achieving compliance with the CONSULTANT'S controls, reporting, risk management, health and safety, document management and quality assurance/quality control requirements. This document will be prepared during the first month of the project. Subtask 1.1.2 - Baseline Schedule The CONSULTANT will develop a baseline progress schedule that will indicate key project activities, including field investigations, design phases, and permitting phase durations for the overall project. The Baseline Schedule will contain the notice to proceed date, milestone dates, quality management activities, the project completion date and the sequence and interdependence of summary level activities showing starting and completion calendar dates for activities and activity duration in number of calendar days required to finish the project on schedule. After acceptance of the CONSULTANT's baseline schedule by the OWNER, the CONSULTANT will revise and update the progress schedule after each major milestone, depicting scheduled progress of key activities on a percent complete basis, progress to milestones and through completion. Subtask 1.1.3 - Subconsultant Coordination and Administration The CONSULTANT will manage each of the subconsultants and coordinate the actions required to implement the Design. m c Subtask 1.1.4 - Monthly Reporting and Invoicing T in The CONSULTANT will prepare monthly progress reports in support of invoices to describe the work o performed during the previous reporting period. The format and content of the invoice will be in accordance with direction to be provided by OWNER. Monthly reporting and invoicing will include: > t r ■ Monthly written status report E ■ Monthly invoices using estimated percent complete 0 U Deliverables (issued via electronic delivery in pdf format): M LO ■ Baseline Schedule ■ Monthly invoices with monthly progress status report ■ Periodic updates to progress schedule a� E t Page 2 of 18 Q Packet Pg. 475 1 11.D.1 Subtask 1.2 - Project Meetings The CONSULTANT will attend the following meetings during the project. Subtask 1.2.1 - Initiation/Kickoff Meeting The goal of the meeting is to confirm OWNER's goals and objectives, identify roles, responsibilities, and communication protocols for project team members. Discuss the scope of work and data needs, CONSULTANT's overall Project Execution Plan, deliverables, schedule, and critical milestones. CONSULTANT assumes that Project Manager, Project Technical Lead, and key Design Team members (including subs) will attend this meeting. Subtask 1.2.2 - Project Quality Meeting CONSULTANT's Quality Management System requires that the team (with OWNER) have a Project Quality Meeting focused on alignment, quality aspects, critical success factors and action plans to achieve OWNER's goals and objectives. CONSULTANT assumes that Project Manager, Project Technical Lead, and Design Team members (including subs) will attend this meeting. This meeting may occur on the same day as the Initiation/Kickoff Meeting. Subtask 1.2.3 - Monthly Progress Meetings CONSULTANT's (Project Manager or Project Technical Lead) will attend Monthly Progress Meetings with the OWNER to discuss project progress, project issues and coordination (up to the Permit Set Submittal). Other key team members may attend from time to time by phone or in person. Prior to each Monthly Progress Meeting, the CONSULTANT will provide the OWNER's project manager with a list of topics or issues for discussion or resolution for inclusion in the meeting agenda. Minutes will be distributed one (1) week after the meeting date. The CONSULTANT has budgeted for 40 monthly progress meetings. Subtask 1.2.4 - Coordination (Review) Meetings with other Consultants The CONSULTANT (Project Manager, or Project Technical Lead, and up to two team members) will attend coordination meetings with up to one other Consultant for coordination requirements between the OWNER and; other state and local regulatory agencies; Consultant of NESA WTP; Consultant for the Big Corkscrew Island Regional Park; and Consultants for developments within project area. CONSULTANT has budgeted for up to ten (10) coordination meetings with other Consultants. Subtask 1.2.5 - Discipline Project Meetings CONSULTANT understands that the project will require additional meetings with the OWNER (i.e., meetings for specific project issues or site visits). CONSULTANT assumes up to ten (10) meetings. Subtask 1.2.6 - Construction Progress Meetings CONSULTANT's (Project Manager or Project Technical Lead) will attend Bi-Weekly Progress Meetings with the OWNER to discuss project progress during construction phase services, project issues and coordination. Other key team members may attend from time to time by phone or in person. Prior to each Progress Meeting, the CONSULTANT will provide the OWNER's project manager with a list of topics or issues for discussion or resolution for inclusion in the meeting agenda. Minutes will be distributed one (1) week after the meeting date. The CONSULTANT has budgeted for 66 bi-weekly progress meetings. Page 3of18 f� x4 Packet Pg. 476 11.D.1 Deliverables (issued via electronic delivery in pdf format): ■ Meeting agenda for each meeting (Initiation, Monthly, and Coordination) ■ Meeting summary TASK 2 - NESA WELLFIELD PRELIMINARY ENGINEERING The CONSULTANT will develop a preliminary engineering technical memorandum to evaluate the available water supply within the NESA Service Area, identify strategic locations for Tamiami Wells and brackish water supply wells within the NESA Service Area and develop pipeline corridors for conveying raw water from the proposed well sites to the NESA site. The preliminary engineering effort will evaluate the existing test wells for repurposing as interim potable raw water wells, irrigation quality (IQ) wells and monitoring wells. The CONSULTANT will review available reports and studies. The CONSULTANT will design and oversee an aquifer test program that will include installation of up to 5 Lower Tamiami Aquifer (LTA) monitor/test wells and 1 LTA production well, 1 Aquifer Performance Test (APT), and associated hydrogeological data analysis. The Consultant will prepare specification to construct the Lower Tamiami Aquifer test wells. The OWNER will utilize the specifications to contract with a Contractor to construct the test wells. The CONSULTANT will oversee the construction and testing of the wells and provide analysis of testing results. Work on the Technical Memorandum will include coordination with Collier County Pollution Control for potential environmental hazards, evaluation of well sites in future rural village, and an updated map showing locations of the wells. Deliverables (issued via electronic delivery in pdf format): ■ NESA Wellfield Preliminary Engineering Technical Memorandum (Draft) ■ Signed and Sealed NESA Wellfield Preliminary Engineering Technical Memorandum TASK 3 - HYDRAULIC MODELING CONSULTANT has allocated 200 labor hours to update the computerized hydraulic model of the well piping and raw water transmission throughout this Task Authorization. This subtask is intended for updates to the model developed in the preliminary engineering task. This is intended to be used if alignments, diameters, and distance of pipelines change through the Project. Additionally, this subtask will be utilized if the individual wells produce different flow rate than originally planned. Included with each model update is a brief technical memorandum TM to document review changes to the model and results. Deliverables (issued via electronic delivery in .pdf format): ■ Hydraulic Model Technical Memorandum TASK 4 - WELLFIELD DESIGN SERVICES Subtask 4.1- South NESA Wellfield Subtask 4.1.1 - Design The CONSULTANT will prepare for incorporation in the Contract Documents, Drawings showing the scope, extent and character of the work to be performed and furnished by Contractor and Technical Specifications (which will be prepared, where appropriate, in general conformance with the fifty - division format of the Construction Specifications Institute). The design will include the six NESA South Page 4 of 18 Packet Pg. 477 11.D.1 freshwater well sites identified in the NESA Wellfield Conceptual (10%) Design Study. Well design will include pipelines, electrical, controls, SCADA, civil site, and well head plans. The CONSULTANT will provide the OWNER with raw water transmission size as well as size and number of conduits for power distribution to be designed by another engineering firm. The Drawings and Specifications will be prepared in five phases: ■ Conceptual Design (10%) — CONSULTANT will prepare a conceptual design technical memorandum which will: ■ Collect and review existing information ■ Identify and evaluate key alternatives to be analyzed ■ Define basic design criteria ■ Confirm code, regulation and standards requirements ■ Prepare process and instrumentation diagrams (P&IDs) ■ Prepare power supply plan to site ■ Complete process and hydraulic modeling and system sizing ■ Prepare initial equipment data sheets ■ Define civil, site and environmental conditions and constraints ■ Prepare conceptual site facility layout ■ Prepare conceptual level opinion of probable construction cost (OPCC) ■ Preliminary Design (30%) — CONSULTANT will: ■ Evaluate geotechnical, survey and environmental findings ■ Finalize design criteria requirements ■ Develop preliminary specification table of contents ■ Prepare specifications for pre -purchase items (if appropriate) ■ Develop 30% overall complete design Drawings ■ Prepare an updated opinion of probable construction cost ■ Design Development (60%) — CONSULTANT will: ■ Respond to comments on the Preliminary Design ■ Finalize form of bid ■ Update specification table of contents ■ Develop 60% specifications ■ Develop 60% complete design Drawings ■ Prepare an updated opinion of probable construction cost Pre -Final Design (90%) — CONSULTANT will prepare 90% complete design Drawings and Specifications. Table 1 below summarizes the anticipated number of design drawings for each discipline. These documents will be signed and sealed for permitting purposes. ■ Final Design (100%) — CONSULTANT will revise the 90% design Drawings and Specifications based on comments received from the OWNER and the permitting agencies. The final design documents will be transmitted electronically (in PDF format) to the OWNER for bidding of the project. A preliminary sheet count is provided in Table 1. Page 5 of 18 v Packet Pg. 478 11.D.1 TABLE 1 Preliminary Count of Drawings to be Developed Preliminary List of Drawings No. Cover and General 3 Civil: Plan, Profile and Details 8 Architectural 6 Structural: Plan, Sections and Details 8 Mechanical: Plan, Sections and Details 8 Plumbing & HVAC 8 Electrical 10 Instrumentation 6 Total Estimated South NESA Wellfield Drawings (Intl 10% cont.) 57 + 6 = 63 Subtask 4.1.2 - Opinion of Probable Construction Cost (OPCC) The CONSULTANT will prepare an opinion of probable construction cost at the 10, 60 and 100 percent design phases. Subtask 4.2 - NESA Perimeter Wellfield Subtask 4.2.1 Design The CONSULTANT will prepare for incorporation in the Contract Documents, Drawings showing the scope, extent and character of the work to be performed and furnished by Contractor and Technical Specifications (which will be prepared, where appropriate, in general conformance with the fifty - division format of the Construction Specifications Institute). The design will include sixteen well sites as labeled well site # 1 through well site #16 in the December 2009 Northeast Regional Water Treatment Plant Wellfield Infrastructure Development plans (NERW 2009 Plans) by CDIVI Smith. The design will include the raw water transmission main connecting each of the proposed freshwater wells (Well #1 through Well #16) around the proposed NESA site. The plans will include design for the approximately 23,300-foot-long raw water pipe and conduit for communication as well as conduit for power distribution to the well facilities. The design is intended to connect to the existing transmission pipeline constructed at the Big Corkscrew Island Regional Park. The Drawings and Specifications will be prepared in five phases as outlined in Subtask 4.1.1. A preliminary sheet count is provided in Table 2. TABLE 2 Preliminary Count of Drawings to be Developed Preliminary List of Drawings No. Cover and General 3 Civil: Plan, Profile and Details 53 Architectural 6 Structural: Plan, Sections and Details 8 Mechanical: Plan, Sections and Details 8 Plumbing & HVAC 8 Electrical 16 Instrumentation 6 Total Estimated NESA Perimeter Wellfield Drawings (Intl 10% contingency) 102 + 10 = 112 Page 6 of 18 Packet Pg. 479 11.D.1 Subtask 4.2.2 - Opinion of Probable Construction Cost The CONSULTANT will prepare an opinion of probable construction cost as outlined in subtask 4.1.2 Subtask 4.3 - Immokalee Road Rural Village (IRRV) Wellfield Subtask 4.3.1 - Design The CONSULTANT will prepare for incorporation in the Contract Documents, Drawings showing the scope, extent and character of the work to be performed and furnished by Contractor and Technical Specifications (which will be prepared, where appropriate, in general conformance with the fifty - division format of the Construction Specifications Institute). The design will include eleven proposed wells, and the transmission main from the NESA Perimeter pipeline to the Rural Land Trust and the transmission main to eleven proposed wells. The plans will include design for the approximately 21,100-foot-long raw water pipe and conduit for communication. The Drawings and Specifications will be prepared in five phases as outlined in Subtask 4.1.1. A preliminary sheet count is provided in Table 3. TABLE 3 Preliminary Count of Drawings to be Developed Preliminary List of Drawings No. Cover and General 3 Civil: Plan, Profile and Details 38 Architectural 6 Structural: Plan, Sections and Details 8 Mechanical: Plan, Sections and Details 8 Plumbing & HVAC 8 Electrical 13 Instrumentation 6 Total Estimated Immokalee Road Rural Village Wellfield Drawings (including 10% contingency) 90 + 9 = 99 Subtask 4.3.2 - Opinion of Probable Construction Cost The CONSULTANT will prepare an opinion of probable construction cost as outlined in subtask 4.1.2. TASK 5 - BIDDING ASSISTANCE SERVICES The CONSULTANT will attend one pre -bid meeting for each of up to three bidding packages which will be administered by the OWNER. The CONSULTANT will review and respond to the questions received from the bidders and will prepare up to one addendum for each bidding package. The CONSULTANT will review the bids received and make a recommendation on award of the contract. Currently the following bidding packages are anticipated: South NESA Wellfield, NESA Perimeter Wellfield, and Immokalee Road Rural Village Wellfield. TASK 6 - CONSTRUCTION ENGINEERING SERVICES The CONSULTANT will provide engineer of record services for up to three construction contracts which will be administered by the OWNER. Currently the following construction contracts are Page 7 of 18 Packet Pg. 480 11.D.1 anticipated: South NESA Wellfield, NESA Perimeter Wellfield, and Immokalee Road Rural Village Wellfield. The following eleven subtasks will be provided for each construction contract: Subtask 6.1- Conformed Plans and Specifications and Building Permit Support CONSULTANT will conform the bid plans and specifications to reflect changes and clarifications made during the bidding phase. Subtask 6.2 - Construction Kickoff and Progress Meetings CONSULTANT will prepare for and attend the following construction phase meetings: ■ Pre -construction meeting(s) ■ Bi-weekly progress meetings The time and budget for this subtask is included under Subtask 1.2.6. Subtask 6.3 - General Administration of Construction Contract CONSULTANT will consult with and advise OWNER while acting as OWNER's representative as provided in the Contract Documents. CONSULTANT will evaluate and render the initial opinions to the OWNER on potential change order items from the CONTRACTOR relating to the acceptability of the work or the interpretation of the requirements of the Contract Documents pertaining to the execution and progress of the work. The CONSULTANT has budgeted 1,600 labor hours for use across the three wellfield contracts for this subtask. Subtask 6.4 - Clarifications and Interpretations For clarifications and interpretations, the CONSULTANT will receive, review, provide responses and distribute up to 20 requests for information for each of the three wellfield contracts from the CONTRACTOR. The CONSULTANT has budgeted an average of 4 hours for each request under this subtask information. Subtask 6.5 - Change Orders and Work Change Directives CONSULTANT will review and provide feedback on up to 16 Potential Change Orders or Work Change Directives relating over the three wellfield contracts. Subtask 6.6 - Shop Drawings and Other Submittals CONSULTANT will review and provide responses on up to 220 shop drawings and other submittals, including resubmittals over the three wellfield contracts. Subtask 6.7 - Applications for Payment The CONSULTANT will review monthly pay requests submitted by the CONTRACTOR and provide a recommendation on their approval. CONSULTANT will review the status and upkeep by the CONTRACTOR of As -Built drawing markups on site on a monthly basis. Subtask 6.8 - Substantial Completion Following notice from CONTRACTOR that the CONTRACTOR considers the entire work ready for its intended use, CONSULTANT and OWNER, accompanied by the CONTRACTOR, will conduct one field inspection to determine if the work under that particular contract is Substantially Complete. A list of deficiencies and omissions identified by the CONSULTANT will be prepared to accompany the Certificate. The CONSULTANT will be responsible to deliver to OWNER and the CONTRACTOR the list Page 8 of 18 Packet Pg. 481 11.D.1 of any deficiencies and omissions to be corrected prior to either considering the project Substantially Complete or those that need to be completed prior to Final Acceptance. The CONSULTANT will be responsible to deliver a Certificate of Substantial Completion to OWNER and the CONTRACTOR when the work is deemed Substantially Complete. This subtask does not include subsequent inspections for additional Substantial Completion inspections or compliance with punchlist items. Subtask 6.9 - Final Notice of Acceptability of the Work CONSULTANT shall conduct one final field inspection for each of the three contracts to determine if the completed contract work of CONTRACTOR is acceptable so that CONSULTANT may recommend, in writing, final payment to the CONTRACTOR including listing of any specific incomplete work as warranty. Accompanying the recommendation for final payment, CONSULTANT shall indicate that the work is acceptable to the CONSULTANT's knowledge and based on the extent of the services performed and furnished by CONSULTANT under this Agreement. Subtask 6.10 - Record Drawings CONSULTANT shall review the CONTRACTOR's As -Built drawings on a periodic (e.g., monthly) basis and for any material deviations to design intent after Substantial Completion. The CONSULTANT shall prepare Record Drawings which incorporate the CONTRACTOR's mark ups and provide them to the OWNER after Final Completion and as part of permit closeout. Subtask 6.11- Visits to Site The CONSULTANT will provide a full time on -site Professional Geologist during the drilling operation of each of the production wells as described in Subtask 6.12 and part time Resident Project Representative (RPR) during the construction of the pipeline and construction of the well surface facilities. For the remainder of the construction work, the CONSULTANT will rely on the OWNER's inspection staff to provide day-to-day construction observation for conformance with the Contract Documents. The CONSULTANT will make periodic site visits to observe construction activities at critical points during construction and at times requested by the OWNER. CONSULTANT may require special inspections or tests of the work, shall receive and review certificates of inspections, tests and approvals required by laws, rules, regulations, ordinances, codes, orders or the Contract Documents. The CONSULTANT has budgeted 800 labor hours over the three wellfield contracts. Subtask 6.12 - Resident Project Representative The CONSULTANT will provide the services of a full-time Onsite Professional Geologist for the duration of the well drilling activities, budgeted at 3,960 labor hours total for all three contracts. For the basis of cost the CONSULTANT has budgeted 4,800 labor hours of Resident Project Representative for the three wellfield contracts for services during the construction of the well pump facilities and the pipeline. Onsite Professional Geologist and Resident Project Representative is CONSULTANT's agent at the site, will act as directed by and under the supervision of CONSULTANT and will confer with CONSULTANT regarding Resident Project Geologist's and Resident Project Representative actions. Onsite Professional Geologist's and Resident Project Representative dealings in matters pertaining to the on -site work shall in general be with CONSULTANT, OWNER and CONTRACTOR. Onsite Professional Geologist's and Resident Project Representative dealings with subcontractors shall only be through or with the full knowledge and approval of CONTRACTOR. Onsite Professional Geologist Page 9 of 18 Packet Pg. 482 11.D.1 and Resident Project Representative shall generally communicate with OWNER with the knowledge of and under the direction of CONSULTANT. The CONSULTANT will have the authority to recommend to the OWNER rejection of work that does not conform to the construction documents. If the CONSULTANT observes any work that fails to materially conform to the construction documents, the CONSULTANT shall notify the OWNER and may recommend to the OWNER the rejection of such work. When such work is rejected, the CONSULTANT must advise the CONTRACTOR with respect to the implementation of the intent of the construction documents. The CONSULTANT will have authority to require additional inspection or testing of the work by others in accordance with the provisions of the construction documents, whether such work is fabricated, installed or completed. The CONSULTANT shall not have control over or charge of and shall not be responsible for construction means, methods, techniques, sequences or procedures, or for safety precautions and programs in connection with the work, since this is the CONTRACTOR's responsibility under the contract for construction. The CONSULTANT shall not have control over or charge of acts or omissions of the CONTRACTOR, subcontractors or their agents, or employees or of any other persons performing portions of the work. The CONSULTANT shall not be responsible for the CONTRACTOR's schedules or failure to carry out the work in accordance with the construction documents. Onsite Professional Geologist services will be provided by a subconsultant, Water Science Associates (WSA), during the construction of the supply wells. The penetrated geology at the well sites will be evaluated to confirm that the final well constructions meet the intent of the specifications and applicable permits and regulations. Throughout the drilling period, an Onsite Professional Geologist will observe the drilling and testing operations. WSA's Onsite Professional Geologist, a senior hydrogeologist, will monitor field activities and be present for important tests or issues that require field decisions. Geologic information will be collected and analyzed during the drilling program to identify subsurface conditions and evaluate how existing conditions match those assumed during the design. The Onsite Professional Geologist will: ■ Review the geophysical logging submittals. ■ Review of geolograph submittals. ■ Observe setting and grouting of surface casing from land surface to competent geology for well construction. The depth will be determined in the field by the Well Drilling Contractor and verified by the Onsite Professional Geologist. ■ Observe setting and grouting of final casing. ■ Observe the drilling of the nominal open borehole. Characterize the geology through visual observation of drill cuttings. Review field testing of water samples for specific conductance, TDS, chlorides, sulfates, pH and temperature. Collect laboratory samples to be analyzed for chlorides, sodium, potassium, calcium, iron, magnesium, total alkalinity, total hardness, TDS, specific conductance and pH. Analysis will be conducted by an outside laboratory contracted by the Well Drilling Contractor. ■ Observe well development and pressure testing of well casing. Recommend remediation and work with Well Drilling Contractor to seal observed leaks if present. Observe pumped (development) water for sand content and turbidity. ■ Observe and evaluate geophysical and video logging on the pilot bore hole and completion of the production well to determine well construction conformance with the specifications and general hydrogeologic information. Page 10 of 18 a Packet Pg. 483 11.D.1 ■ Conduct step drawdown testing in accordance with SFWMD's requirements. The Well Drilling Contractor will be responsible for installing and operating the pumps and installing and monitoring the data loggers. The Onsite Professional Geologist will provide direction and quality assurance of the step test setup and execution. ■ Analyze the step drawdown tests for aquifer characteristics. TASK 7 - ADDITIONAL SERVICES The CONSULTANT will manage the implementation of the various components necessary for orderly administration of the project and to provide continuous improvement in project delivery. The CONSULTANT will provide assistance related to the NESA Service Area on potable supply production wells, ASR systems, non -potable supply production wellfields and injections wells as requested by the OWNER. The CONSULTANT will provide experienced staff to administer and manage the consulting services provided. Recognizing the dynamic nature of services which are required, as well as the challenging time schedules generally necessary for these assignments, it is the intent of the CONSULTANT to make available engineering staff and specialized experts to address issues specific to the OWNER. These personnel may be employees of the CONSULTANT, subconsultant employees or subcontractors with individual consultants, as required. This task shall include, but not be limited to, the following as needed services: ■ Property descriptions ■ Boundary Survey ■ Easement assistance ■ Unplanned analysis, evaluations, or studies ■ Additional coordination meetings with other consultants ■ Review, analysis and recommendations on operating data and practices ■ Design of rehabilitation, repair or new construction for wells, raw water transmission mains and associated facilities ■ Property acquisition support ■ Funding and grant assistance ■ Quality assurance and review ■ Review of water quantity withdrawal records ■ Species specific surveys and studies that may be required by permitting agencies ■ Consultation with the U.S. Fish and Wildlife Service for federally listed threatened and endangered species ■ State permitting for listed species take or relocation Page 11 of 18 a Packet Pg. 484 11.D.1 ■ Assistance in meeting with regulatory agencies and negotiating permits conditions ■ Assistance in implementing permit limiting conditions requirements ■ Assistance in public information and outreach assistance to the OWNER as part of public consultations, meetings or workshops required for the development of the Project ■ Providing information related to water supply planning efforts including, but not limited to Annual Update Inventory Reports (AUIR), annual water supply plan updates to SFWMD, updates to the Lower West Coast Water Supply Plan, updates to the Water Master Plan, and updates to the 10-Year Water Supply Facilities Work Plan ■ Additional design of well sites, during the progress of the Project if opportunities arise in which the OWNER wishes to increase the number of wells designed, the CONSULTANT will provide services at a time and material (T&M) cost basis. For the purpose of budgeting the CONSULTANT has assumed similar conditions to the NESA Perimeter Wellfield task. For the purpose of budgeting the CONSULTANT has assumed an estimated design cost per well (minimum 7 additional wells) as follows: Type of Well Cased Depth (ft BLS) Total Depth (ft BLS) Approx. Cost Freshwater Wells 60 to 90 100 to 130 $35,000 Brackish water Wells 300 to 400 400 to 500 $36,500 Brackish water Wells 650 to 800 800 to 1,000 $38,000 ■ Additional design of transmission mains, during the progress of the Project if opportunities arise in which the OWNER wishes to extend the transmission main the CONSULTANT will provide services at a T&M cost basis. For the purpose of budgeting the CONSULTANT has assumed similar conditions to the NESA Perimeter Wellfield task. For the purpose of budgeting the CONSULTANT has assumed a design cost of $23.40 per linear foot based on a minimum distance of 10,500 feet. This cost is based upon survey, geotechnical, permitting and design of the pipeline. This assumes the pipeline consist of a single pipeline along the alignment. TASK 8 - PERMITTING Subtask 8.1- Ecological Field Surveys and Data Collection m c in Ecological field surveys and data collection includes activities related to conducting field reviews of c the project site to map the vegetative habitats, flag wetland lines, conduct listed species survey, and c prepare the U.S. Army Corps of Engineers wetland data sheets as part of site planning. These activities >i include: Subtask 8.1.1 Florida Land Use, Cover and Forms Classification System and Wetland Map y CONSULTANT will conduct field review to map existing features per Florida Land Use, Cover and U Forms Classification System, identify wetland and other surface water features, and estimate percent M 00 cover of exotic and nuisance vegetation. `O ti Subtask 8.1.2 Florida Land Use, Cover and Forms Classification System and Wetland Map for 2S+ Feet of Selected Water Transmission Main Alignment E t Page 12 of 18 Q Packet Pg. 485 11.D.1 CONSULTANT will conduct field review to map existing features within 25± feet of the selected pipeline alignment per Florida Land Use, Cover and Forms Classification. System, identify wetland and other surface water features, and estimate percent cover of exotic and nuisance vegetation. Subtask 8.1.3 Flag Wetland Lines CONSULTANT will flag Florida Department of Environmental Protection (FDEP) and U.S. Army Corps of Engineers wetland lines and locate flagged wetland lines. Subtask 8.1.4 U.S. Army Corps of Engineers Wetland Data Sheets CONSULTANT will conduct site visit to collect data needed to prepare U.S. Army Corps of Engineers wetland data sheets which will be submitted to the U.S. Army Corps of Engineers. Subtask 8.1.5 Listed Species Survey CONSULTANT will conduct site visit to survey for protected species and review FWCC documented occurrences of listed species. Listed species observed on -site will be identified on Florida Land Use, Cover and Forms Classification System map. Deliverables (issued via electronic delivery in .pdf format): ■ Florida Land Use, Cover and Forms Classification System and Wetland Map ■ Florida Land Use, Cover and Forms Classification System and Wetland Map for 25± Feet of Selected Water Transmission Main Alignment ■ Listed Species Survey Letter Report ■ Aerial with Wetland Flag Locations ■ U.S. Army Corps of Engineers Wetland Data Sheets (one per wetland polygon plus upland interface U.S. Army Corps of Engineers Wetland Data Point Location Map Subtask 8.2 - Florida Department of Environmental Protection and County Permitting The CONSULTANT will prepare permit applications for the construction of the designed work, meet with regulatory agencies to review the permit applications and provide responses to additional information requested by the regulatory agencies. The permits applications to be applied for the OWNER by the CONSULTANT are: ■ Florida Department of Environmental Protection Application for a Specific Permit to Construct Public Water Supply Components a' in ■ Collier County site development plan including landscaping c ■ Collier County Right -of -Way Permit (if applicable) c a� Subtask 8.3 - Water Use Permitting t r Subtask 8.3.1 - Permit Modification y The CONSULTANT will prepare the permit modification for the existing SFWMD well permit (11- o 00249-W) for the wells in the South NESA Wellfield project. The permit will later be modified to U incorporate the service area for the permit (11-00419-W) and to include both the NESA Perimeter 00 Wellfield and the Immokalee Road Rural Village Wellfield. ti Page 13 of 18 Packet Pg. 486 1 11.D.1 Subtask 8.3.2 - Pre -Application Meeting The CONSULTANT will coordinate with the OWNER and facilitate a pre -application meeting with the SFWMD to review the specific data that will be required for the WUP application for the new NESA Wellfield. As part of the preparation for that meeting, CONSULTANT will create a summary of the monitoring data that has been collected since the 11-00419-W permit was issued and the OWNER's latest population and flow projections. Deliverables (issued via electronic delivery in pdf format): ■ Pre -application Meeting Agenda and Presentation ■ Pre -application Meeting Minutes Subtask 8.3.3 - Data Compilation, Analysis and Preparation The CONSULTANT will compile and analyze up to ten years of water level, chloride concentration, rainfall, and wellfield pumpage data collected by the OWNER and various agencies relevant to use of the Lower Tamiami aquifer from the OWNER's Golden Gate Tamiami Wellfield. The CONSULTANT will develop appropriate graphical representations of the compiled data in support of the renewal application. It is assumed that the OWNER will develop the potable and irrigation quality water demand projections and provide them to the CONSULTANT for use. Subtask 8.3.4 - Preparation of Water User Permit Application Materials The CONSULTANT will prepare the water use permit application and supporting documentation for the new Lower Tamiami aquifer allocation WUP. Supporting documentation will include past and projected irrigation quality water use, demand justification, water level monitoring data, pumping data, wetland monitoring data and the OWNER's programmatic information. It is assumed the OWNER will pay the SFWMD permit application fee. Subtask 8.3.5 - Groundwater Modeling The OWNER will be requesting an increase in the Lower Tamiami aquifer allocation for NESA wellfield c sites. The CONSULTANT will perform groundwater modeling with up to three well pumping scenarios M at the proposed Lower Tamiami aquifer allocation with Lower Tamiami aquifer production wells to determine if the increased allocation and the addition of new wells will adversely impact water and environmental resources within the area of review near the wellfield. Up to a total of five modelling a, runs will be performed to cover various pumping scenarios. (n 0 To evaluate potential impacts due to the addition of new wells and increase in allocation, the CONSULTANT will perform up to three simulations using the updated Lower West Coast Surficial tI Aquifer Model. Groundwater model simulations will be performed using 15-years of continuous withdrawals. y 0 The results from groundwater modeling will be used to evaluate potential impacts due to the new v operational reliability wells on water and environmental resources. The criteria are set forth in the 00 latest version of SFWMD Applicant's Handbook for Water Use Permit Applications (AHWUP) dated September 7, 2015. From the SFWMD AHWUP, the water resource and environmental evaluation criteria are: Page 14 of 18 r c a� E Q Packet Pg. 487 1 11.D.1 ■ Does not have adverse impacts to wetlands; ■ Does not induce saline water intrusion; ■ Does not interfere with other existing legal users; ■ Does not cause pollution of water resources; and ■ Does not have adverse impacts to water reservation — Picayune Strand (Section 3.11.1 in the AHWUP). The modeling results will be summarized in a technical memorandum and submitted to the SFWMD along with WUP application. Deliverables (issued via electronic delivery in pdf format): NESA Wellfield Groundwater Modeling Technical Memorandum (Draft) ■ Signed and Sealed NESA Wellfield Groundwater Modeling Technical Memorandum Subtask 8.3.6 - Response to Requests for Additional Information Given the nature (conventional water source) of the allocation to be renewed and the history associated with the permit, one or more requests for additional information may be expected. The exact nature of those requests cannot be anticipated with a high degree of accuracy. This task is based on receiving and responding to up to two requests for additional information on the work performed in Task 8. Use of funds in Task 7 is available for use at the discretion of the OWNER's project manager and will only be utilized upon written authorization to respond to additional requests for additional information or performed additional work beyond that in Task 8. Deliverables (issued via electronic delivery in pdf format): ■ Responses to Requests for Additional Information TASK 9 - SURVEYING AND GEOTECHNICAL Subtask 9.1- Survey and Subsurface Utility Engineering Allowance CONSULTANT will utilize a subconsultant to perform the survey plan and subsurface utility engineering plan included as Attachment B. Subtask 9.2 - Geotechnical Allowance CONSULTANT will utilize a subconsultant to perform the geotechnical investigation included as Attachment C. We anticipate that the geotechnical scope of work will include borings at 500 to 1000 ay foot spacing along the utility alignment. Borings will generally extend to 10 foot below ground surface Fn or 2 feet below the pipe invert, whichever is greater. Open -cut construction is anticipated for all -°a roadways and trenchless installations of canal crossings have been included in investigation and geotechnical design. r Deliverables (issued via electronic delivery in .pdf format): 0 ■ Existing Survey Drawing (to be incorporated in design plans) U ■ Geotechnical Report 00 ti c a� E Page 15 of 18 a Packet Pg. 488 1 11.D.1 BASIS FOR FEE ESTIMATE AND ASSUMPTIONS The Task Authorization is based on the following: 1. The CONSULTANT will utilize the previous signed & sealed design (S&S) documents prepared by CDM Smith dated December 2009 and titled Northeast Regional Water Treatment Plant Wellfield Infrastructure Development. It is assumed that the existing survey data be updated. The design documents will also be updated for work completed onsite after the development of the technical documents. Drawings will be updated to incorporate new standards. 2. The CONSULTANT has the right to rely on the information provided by the OWNER, OWNER representatives, and OWNER's other Consultants without further evaluation. 3. The CONSULTANT will utilize the updated (c.2009) Lower West Coast Surficial Aquifer (LWCSAS) groundwater computer model. 4. The CONSULTANT will design and oversee an aquifer test program that will include installation of up to 5 Lower Tamiami Aquifer (LTA) monitor/test wells and 1 LTA production well, 1 Aquifer Performance Test (APT), and associated hydrogeological data analysis. The Consultant will prepare specification to construct the Lower Tamiami Aquifer test wells. The OWNER will utilize the specifications to contract with a Contractor to construct the test wells. The CONSULTANT will oversee the construction and testing of the wells and provide analysis of testing results. 5. This Project requires coordination with other Consultants that are not under contract by the OWNER, the CONSULTANT assumes that those Consultants will cooperate with the OWNER and CONSULTANT. The CONSULTANT assumes that the data provided by such Consultants is accurate and complete with no further evaluation by the CONSULTANT. The CONSULTANT assumes responses by the other Consultants to information request will be completed within 14 calendar days. 1-1 6. The CONSULTANT will utilize similar Non -Technical and Technical Specifications for each bid package prepared, with minimal changes to account for the quantities required for each bid -0 m packages. in 7. The CONSULTANT will utilize the same details for each bid package prepared, with minimal c changes to account for the quantities required for each bid packages. 8. CONSULTANT will use the OWNER'S current (April 2020) standards, standards details, standard specifications, design manuals and other internal documents for this Project. 9. The CONSULTANT assumes no changes to local, state, or federal rules and regulations that v occur during this Project will impact the scope and budget. M 00 LO 10. The CONSULTANT assumes electrical and communications conduit(s) will be shown on the o� same drawing (plan) sheet as the pipeline. r c a� E Page 16 of 18 a Packet Pg. 489 11.D.1 11. CONSULTANT has not included easement assistance, property descriptions, or negotiation with property owners. 12. CONSULTANT will coordinate with NESA site and Big Corkscrew Island Regional Park consultants. 13. The CONSULTANT assumes the Contractor(s) will be providing stakeout services during construction. 14. The CONSULTANT has assumed that some existing surveys maybe utilized from other ongoing projects by the OWNER on the NESA Site. For budgeting purposes, we have assumed 3,500 feet of pipeline corridor will have adequate survey data. 15. The CONSULTANT assumes each change order preparation in construction will require on average 15 total labor hours for review and processing. 16. The CONSULTANT assumes each shop drawing submittal and resubmittal will require on average 4 labor hours for review and processing. 17. The budget estimates provided in Task 6 are considered averages for the three wellfield contracts. 18. Directional boring will only occur under the canals within Project area. 19. Mitigation of impacts to wetlands will not be required on this Project. 20. The budget for Task 8 does not include species specific surveys and studies that may be required by permitting agencies. 21. The budget for Task 8 does not include consultation with the U.S. Fish and Wildlife Service for federally listed threatened and endangered species. 22. The budget for Task 8 does not include state permitting for listed species take or relocation. 23. The CONSULTANT assumes that the permitting for each wellfield will be conducted as one permit. For example, all the permitting for the 6 well sites on the South NESA Wellfield will be LM permitted together. T 0 24. Resident Project Representative shall not participate in specialized field or laboratory tests or inspections conducted by others except as specifically authorized by CONSULTANT. > t r 25. Resident Project Representative shall be part time to provide the Engineer of Record with E adequate oversight to report completion of the Project. y 0 26. The OWNER will be providing full time inspection services for each of the construction M 00 Projects contracts. ti 27. The CONSULTANT has assumed for budgeting purposes that the South NESA raw water transmission main and conduit, which is being designed by another Consultant (Grady Minor) Page 17 of 18 E a Packet Pg. 490 11.D.1 under a separate contract, will be terminated five (5) feet outside the fence of the proposed well location. 28. The CONSULTANT assumes the Consultant designing the South NESA raw water transmission main and conduit will be responsible for locating valves and pull boxes at appropriate spacing and locations. 29. At the request of the OWNER boundary survey and topographic mapping for the NESA Perimeter Wellfield was eliminated from the scope of work. The OWNER will provide the CONSULATNT with Autocad files of the boundary survey and topographic mapping as well as signed and sealed boundary survey. If it is determined that boundary survey is required, the CONSULTANT will be compensated on a time and material basis. Page 18 of 18 m c T in L O 7 (n C U M 00 LO ti C d !_ M V fC a+ Q Packet Pg. 491 1 11.D.1 SCHEDULE B BASIS OF COMPENSATION 1. MONTHLY STATUS REPORTS B.1.1. As a condition precedent to payment, CONSULTANT shall submit to the COUNTY as part of its monthly invoice a progress report reflecting the Project status, in terms of the total work effort estimated to be required for the completion of the Basic Services and any authorized Additional Services, as of the last day of the subject monthly billing cycle. Among other things, the report shall show all Service items and the percentage complete of each item. 2. COMPENSATION TO CONSULTANT B.2.1. For the Basic Services provided for in this Agreement, the COUNTY agrees to make the payments to CONSULTANT in accordance with the terms stated below. Payments will be made in accordance with the following Schedule; however, the payment of any particular line item noted below shall not be due until services associated with any such line item have been completed or partially completed to the COUNTY's reasonable satisfaction. Lump sum payments will be made upon the percentage complete. In no event shall such Time and Materials compensation exceed the amounts set forth in the table below. Taskslitem Description Lump Sum Time and Materials Not -To - Exceed 1 Project Management $ $ 815,418.75 2 NESA Wellfield Preliminary Engineering $ $178,466.50 3 Hydraulic Modeling $ $ 33,000.00 4 Wellfield Design Services $ $2,828,624.00 5 Bidding Assistance Services $ $159,875.00 6 Construction Engineering Services $ $2,064,315.00 7 Additional Services $ $ 300 000.00 8 Permitting $ $485 595.00 9 Surveying and Geotechnicial $ $249,673.75 $ $ $ $ $ $ Total Lump Sum Fee $ 0 $ Total Time and Materials Fee $ $ 7 114,968.00 GRAND TOTAL FEE $7,114,968.00 $ $ Page 19 of 32 PSA_CCNA Single Project Agreement 2017.010 Ver.3 Packet Pg. 492 11.D.1 B.2.2. *i * Time and Material Fees: The fees noted in Section B.2.1. shall constitute the amounts to be paid to CONSULTANT for the performance of the Basic Services. Direct Labor Costs mean the actual salaries and wages (basic, premium and incentive) paid to CONSULTANT's personnel, with respect to this Project, including all indirect payroll related costs and fringe benefits, all in accordance with and not in excess of the rates set forth in the Attachment 1 to this Schedule B. With each monthly Application for Payment, CONSULTANT shall submit detailed time records, and any other documentation reasonably required by the COUNTY, regarding CONSULTANT's Direct Labor Costs incurred at the time of billing, to be reviewed and approved by the COUNTY. There shall be no overtime pay without the COUNTY's prior written approval. B.2.2.1. Notwithstanding anything herein to the contrary, in no event may CONSULTANT's monthly billings, on a cumulative basis, exceed the sum determined by multiplying the applicable not to exceed task(s) limits by the percentage the COUNTY has determined CONSULTANT has completed such task as of that particular monthly billing. ❑* 1 i imr+ 8 i Fee-_- Th tedto be paid i; 65ii§61-TANT fGF the peFI7_eH-1l-.re of the in nnF'n TheFe h.+ll he n B.2.3.1 CONSULTANT shall submit, with each of the monthly status reports provided for under Section B.1.1 of this Schedule B, an invoice for fees earned in the performance of Basic Services and Additional Services during the subject billing month. B.2.4. For Additional Services provided pursuant to Article 2 of the Agreement, if any, the COUNTY agrees to pay CONSULTANT a negotiated total fee and Reimbursable Expenses based on the services to be provided and as set forth in the Amendment authorizing such Additional Services. The negotiated fee shall be based upon the rates specified in Attachment 1 to this Schedule B and all Reimbursable Expenses shall comply with the provision of Section 3.4.1 below. There shall be no overtime pay on Additional Services without the COUNTY's prior written approval. B.2.5. The compensation provided for under Section B.2.1 of this Schedule B, shall be the total and complete amount payable to CONSULTANT for the Basic Services to be performed under the provisions of this Agreement, and shall include the cost of all materials, equipment, supplies and out-of-pocket expenses incurred in the performance of all such services. B.2.6. Notwithstanding anything in the Agreement to the contrary, CONSULTANT acknowledges and agrees that in the event of a dispute concerning payments for Services performed under this Agreement, CONSULTANT shall continue to perform the Services required of it under this Agreement, as directed by the COUNTY, pending resolution of the dispute provided that the COUNTY continues to pay to CONSULTANT all amounts that the COUNTY does not dispute are due and payable. 3. SCHEDULE OF PAYMENTS B.3.1. Notwithstanding anything herein to the contrary, the CONSULTANT shall submit no more than one invoice per month for all fees earned that month for both Basic Services and Additional Services. Invoices shall be reasonably substantiated, identify the services rendered and must be submitted in triplicate in a form and manner required by the COUNTY. Page 20 of 32 PSA_CCNA Single Project Agreement 2017.010 Ver.3 Packet Pg. 493 11.D.1 B.3.1.1 Payments will be made for services furnished, delivered, and accepted, upon receipt and approval of invoices submitted on the date of services or within six (6) months after completion of contract. Any untimely submission of invoices beyond the specified deadline period is subject to non-payment under the legal doctrine of "laches" as untimely submitted. Time shall be deemed of the essence with respect to the timely submission of invoices under this Agreement. B.3.2. Invoices not properly prepared (mathematical errors, billing not reflecting actual work done, no signature, etc.) shall be returned to CONSULTANT for correction. Invoices shall be submitted on CONSULTANT's letterhead and must include the Purchase Order Number and Project name and shall not be submitted more than one time monthly. B.3.3. Payments for Additional Services of CONSULTANT as defined in Article 2 hereinabove and for reimbursable expenses will be made monthly upon presentation of a detailed invoice with supporting documentation. B.3.4. Unless specific rates have been established in Attachment 1, attached to this Schedule B, CONSULTANT agrees that, with respect to any subconsultant or subcontractor to be utilized by CONSULTANT for this Agreement or Additional Services, CONSULTANT shall be limited to a maximum markup of five percent (5%) on the fees and expenses associated with such subconsultants and subcontractors. B.3.4.1 Reimbursable Expenses must comply with §112.061, Fla. Stat., or as set forth in the Agreement, be charged without mark-up by the CONSULTANT, and shall consist only of the following items: B.3.4.1.1. Cost for reproducing documents that exceed the number of documents described in this Agreement and postage and handling of Drawings and Specifications. B.3.4.1.2. Travel expenses reasonably and necessarily incurred with respect to Project related trips, to the extent such trips are approved by the COUNTY. Such expenses, if approved by the COUNTY, may include coach airfare, standard accommodations and meals, all in accordance with §112.061, Fla. Stat. Further, such expenses, if approved by the COUNTY, may include mileage for trips that are from/to destinations outside of Collier or Lee Counties. Such trips within Collier and Lee Counties are expressly excluded. B.3.4.1.3. Permit Fees required by the Project. B.3.4.1.4. Expense of overtime work requiring higher than regular rates approved in advance and in writing by the COUNTY. B.3.4.1.5. Expense of models for the County's use. B.3.4.1.6. Other items on request and approved in writing by the COUNTY. B.3.4.1.7. The CONSULTANT shall bear and pay all overhead and other expenses, except for authorized reimbursable expenses, incurred by CONSULTANT in the performance of the Services. Page 21 of 32 PSA_CCNA Single Project Agreement 2017.010 Ver.3 Packet Pg. 494 11.D.1 B.3.4.1.8. Records of Reimbursable Expenses shall be kept on a generally recognized accounting basis. B.3.5. The CONSULTANT shall obtain the prior written approval of the COUNTY before incurring any reimbursable expenses, and absent such prior approval, no expenses incurred by CONSULTANT will be deemed to be a reimbursable expense. Page 22 of 32 PSA_CCNA Single Project Agreement 2017.010 Ver.3 Packet Pg. 495 11.D.1 SCHEDULE B — ATTACHMENT 1 CONSULTANT'S HOURLY RATE SCHEDULE Title Hourly Rate Principal $240 Senior Technical Reviewer $215 Senior Project Manager $205 Project Manager $160 Senior Engineer $200 Engineer $165 Associate Engineer $120 Engineering Intern (Registered El) $100 Senior Inspector $105 Inspector $82 Ecologist Project Manager $115 Ecologist Project Principal $170 Ecologist $85 Senior Scientist $105 Landscape Architect $125 Senior H dro eolo ist $155 H dro eolo ist $120 Senior Designer $125 Designer $106 Senior GIS Specialist $145 GIS Specialist $110 Senior Administrative $90 Clerical/Administrative $75 Senior Technician $95 Technician $85 Surveyor and Mapper $135 CADD Technician $90 Survey Crew- 2 man $140 Survey Crew- 3 man $165 Survey Crew-4 man $200 Senior Architect $190 Architect $1;31 The above hourly rates are applicable to Time and Materials task(s) only. The above list may not be all inclusive. Additional hourly rates for other personnel may be added via an Amendment upon mutual agreement in advance and in writing by the parties. For Grant Funded Projects, the above hourly rates are for purposes of providing estimate(s), as required by the grantor agency. Page 23 of 32 PSA_CCNA Single Project Agreement 2017.010 Ver.3 Packet Pg. 496 11.D.1 SCHEDULE C PROJECT MILESTONE SCHEDULE Task/item Description Number of Calendar Days For Completion of Task from Date of Notice to Proceed (NTP) 1 Project Management 2487 2 NESA Wellfield Preliminary Engineering 120 3 Hydaulic Modeling 1128 4 Wellfield Design Services 1232 5 Bidding Assistance Services 1711 6 Construction Engineering Services 2487 7 Additional Services 2487 8 Permitting 1606 g Surveying and Geotechnical 1128 TOTAL CALENDAR DAYS FOR PROJECT COMPLETION FROM NTP 2487 T in I.- 0 v! 0 M 00 4"l ti C d E Page 24 of 32 PSA CCNA Single Project Agreement 2017.010 Ver.3 w _ Q Packet Pg. 497 11.D.1 SCHEDULE D INSURANCE COVERAGE 1. The amounts and types of insurance coverage shall conform to the following minimum IV requirements with the use of Insurance Services Office (ISO) forms and endorsements or their equivalents. If CONSULTANT has any self -insured retentions or deductibles under any of the below listed minimum required coverages, CONSULTANT must identify on the Certificate of Insurance the nature and amount of such self -insured retentions or deductibles and provide satisfactory evidence of financial responsibility for such obligations. All self -insured retentions or deductibles will be CONSULTANT's sole responsibility. Q w 2. The insurance required by this Agreement shall be written for not less than the limits z specified herein or required by law, whichever is greater. 3. Coverages shall be maintained without interruption from the date of commencement of the L O N services until the date of completion and acceptance of the Project by the COUNTY or as specified in this Agreement, whichever is longer. 4. Certificates of insurance acceptable to the COUNTY shall be filed with the COUNTY within LM ten (10) calendar days after Notice of Award is received by CONSULTANT evidencing the fact that CONSULTANT has acquired and put in place the insurance coverages and limits required hereunder. In addition, certified, true and exact copies of all insurance policies required shall be co provided to the COUNTY, on a timely basis, if requested by the COUNTY. Such certificates shall LO contain a provision that coverages afforded under the policies will not be canceled or allowed to expire until at least thirty (30) days prior written notice has been given to the COUNTY. CONSULTANT shall also notify the COUNTY, in a like manner, within twenty-four (24) hours after E receipt, of any notices of expiration, cancellation, non -renewal or material change in coverages or P limits received by CONSULTANT from its insurer, and nothing contained herein shall relieve a CONSULTANT of this requirement to provide notice. In the event of a reduction in the aggregate limit of any policy to be provided by CONSULTANT hereunder, CONSULTANT shall immediately 3 take steps to have the aggregate limit reinstated to the full extent permitted under such policy. a 5. All insurance coverages of the CONSULTANT shall be primary to any insurance or self- 00 0 M insurance program carried by the COUNTY applicable to this Project. a� 6. The acceptance by the COUNTY of any Certificate of Insurance does not constitute �, approval or agreement by the COUNTY that the insurance requirements have been satisfied or that the insurance policy shown on the Certificate of Insurance is in compliance with the c requirements of this Agreement. I 7. CONSULTANT shall require each of its subconsultants to procure and maintain, until the completion of the subconsultant's services, insurance of the types and to the limits specified in this Section except to the extent such insurance requirements for the subconsultant are expressly o waived in writing by the COUNTY. M 00 LO ti c E Page 25 of 32 t PSA_CCNA Single Project Agreement 2017.010 Ver.3 Q Packet Pg. 498 11.D.1 8. Should at any time the CONSULTANT not maintain the insurance coverages required herein, the COUNTY may terminate the Agreement or at its sole discretion shall be authorized to purchase such coverages and charge the CONSULTANT for such coverages purchased. If CONSULTANT fails to reimburse the COUNTY for such costs within thirty (30) days after demand, the COUNTY has the right to offset these costs from any amount due CONSULTANT under this Agreement or any other agreement between the COUNTY and CONSULTANT. The COUNTY shall be under no obligation to purchase such insurance, nor shall it be responsible for the coverages purchased or the insurance company or companies used. The decision of the COUNTY to purchase such insurance coverages shall in no way be construed to be a waiver of any of its rights under the Agreement. 9. If the initial, or any subsequently issued Certificate of Insurance expires prior to the completion of the services required hereunder or termination of the Agreement, the CONSULTANT shall furnish to the COUNTY, in triplicate, renewal or replacement Certificate(s) of Insurance not later than three (3) business days after the renewal of the policy(ies). Failure of the Contractor to provide the COUNTY with such renewal certificate(s) shall be deemed a material breach by CONSULTANT and the COUNTY may terminate the Agreement for cause. 10. WORKERS' COMPENSATION AND EMPLOYERS' LIABILITY. Required by this Agreement? ❑O Yes ❑ No Workers' Compensation and Employers' Liability Insurance shall be maintained by the CONSULTANT during the term of this Agreement for all employees engaged in the work under this Agreement in accordance with the laws of the State of Florida. The amounts of such insurance shall not be less than: a. Worker's Compensation - Florida Statutory Requirements b. Employers' Liability - The coverage must include Employers' Liability with a minimum limit of $1,000,000 for each accident. The insurance company shall waive all claims rights against the COUNTY and the policy shall be so endorsed. 11. United States Longshoreman's and Harbor Worker's Act coverage shall be maintained where applicable to the completion of the work. Required by this Agreement? ❑ Yes W No 12. Maritime Coverage (Jones Act) shall be maintained where applicable to the completion of the work. Required by this Agreement? ❑ Yes 0 No 13. COMMERCIAL GENERAL LIABILITY. Required by this Agreement? n Yes ❑ No A. Commercial General Liability Insurance, written on an "occurrence" basis, shall be maintained by the CONSULTANT. Coverage will include, but not be limited to, Bodily Injury, Page 26 of 32 PSA_CCNA Single Project Agreement 2017.010 Ver.3 Packet Pg. 499 11.D.1 Property Damage, Personal Injury, Contractual Liability for this Agreement, Independent Contractors, Broad Form Property Damage including Completed Operations and Products and Completed Operations Coverage. Products and Completed Operations coverage shall be maintained for a period of not less than five (5) years following the completion and acceptance by the COUNTY of the work under this Agreement. Limits of Liability shall not be less than the following: Coverage shall have minimum limits of $1,000,000 Per Occurrence, $ 2,000,00 aggregate. B. The General Aggregate Limit shall apply separately to this Project and the policy shall be endorsed using the following endorsement wording. "This endorsement modifies insurance provided under the following: Commercial General Liability Coverage Part. The General Aggregate Limit under LIMITS OF INSURANCE applies separately to each of your projects away from premises owned by or rented to you. Applicable deductibles or self -insured retentions shall be the sole responsibility of CONSULTANT. Deductibles or self -insured retentions carried by the CONSULTANT shall be subject to the approval of the Risk Management Director or his/her designee. 14. Collier County Board of County Commissioners, OR, Board of County Commissioners in Collier County, OR, Collier County Government shall be listed as the Certificate Holder and included as an "Additional Insured" on the Insurance Certificate for Commercial General Liability where required. The insurance shall be primary and non-contributory with respect to any other insurance maintained by, or available for the benefit of, the Additional Insured and the Contractor's policy shall be endorsed accordingly. Contractor shall ensure that all subcontractors comply with the same insurance requirements that the Contractor is required to meet. 15. Watercraft Liability coverage shall be carried by the CONSULTANT or the SUBCONSULTANT in limits of not less than the Commercial General Liability limit shown in subparagraph (1) above if applicable to the completion of the Services under this Agreement. Required by this Agreement? ❑ Yes A-1 No 16. Aircraft Liability coverage shall be carried by the CONSULTANT or the SUBCONSULTANT in limits of not less than $5,000,000 each occurrence if applicable to the completion of the Services under this Agreement. Required by this Agreement? ❑ Yes 0 No 17. AUTOMOBILE LIABILITY INSURANCE. Required by this Agreement? 0 Yes ❑ No Business Auto Liability: Coverage shall have minimum limits of $1,000,000 Per Occurrence, Combined Single Limit for Bodily Injury Liability and Property Damage Liability. This shall include: Owned Vehicles, Hired and Non -Owned Vehicles and Employee Non -The ownership. Page 27 of 32 PSA_CCNA Single Project Agreement 2017.010 Vera i Packet Pg. 500 11.D.1 18. TECHNOLOGY ERRORS AND OMISSIONS INSURANCE. Required by this Agreement? ❑ Yes ❑■ No Technology Errors and Omissions Insurance: Coverage shall have minimum limits of $ Per Occurrence. 19. CYBER INSURANCE. Required by this Agreement? ❑ Yes ❑■ No Cyber Insurance: Coverage shall have minimum limits of $ Per Occurrence 20. UMBRELLA LIABILITY. A. Umbrella Liability may be maintained as part of the liability insurance of the CONSULTANT and, if so, such policy shall be excess of the Employers' Liability, Commercial General Liability, and Automobile Liability coverages required herein and shall include all coverages on a "following form" basis. B. The policy shall contain wording to the effect that, in the event of the exhaustion of any underlying limit due to the payment of claims, the Umbrella policy will "drop down" to apply as primary insurance. 21. PROFESSIONAL LIABILITY INSURANCE. Required by this Agreement? 0 Yes ❑ No A. Professional Liability: Shall be maintained by the CONSULTANT to ensure its legal liability for claims arising out of the performance of professional services under this Agreement. CONSULTANT waives its right of recovery against COUNTY as to any claims under this insurance. Such insurance shall have limits of not less than $1,000,000 each claim and aggregate. B. Any deductible applicable to any claim shall be the sole responsibility of the CONSULTANT. Deductible amounts are subject to the approval of the COUNTY. C. The CONSULTANT shall continue this coverage for this Project for a period of not less than five (5) years following completion and acceptance of the Project by the COUNTY. D. The policy retroactive date will always be prior to the date services were first performed by CONSULTANT or the COUNTY, and the date will not be moved forward during the term of this Agreement and for five years thereafter. CONSULTANT shall promptly submit Certificates of Insurance providing for an unqualified written notice to the COUNTY of any cancellation of coverage or reduction in limits, other than the application of the aggregate limits provision. In addition, CONSULTANT shall also notify the COUNTY by certified mail, within twenty-four (24) hours after receipt, of any notices of expiration, cancellation, non -renewal or material change in coverages or limits received by CONSULTANT from its insurer. In the event Page 28 of 32 PSA_CCNA Single Project Agreement 2017.010 Ver.3 '12A Packet Pg. 501 11.D.1 of more than a twenty percent (20%) reduction in the aggregate limit of any policy, CONSULTANT shall immediately take steps to have the aggregate limit reinstated to the full extent permitted under such policy. CONSULTANT shall promptly submit a certified, true copy of the policy and any endorsements issued or to be issued on the policy if requested by the COUNTY. 22. VALUABLE PAPERS INSURANCE. In the sole discretion of the COUNTY, CONSULTANT may be required to purchase valuable papers and records coverage for plans, specifications, drawings, reports, maps, books, blueprints, and other printed documents in an amount sufficient to cover the cost of recreating or reconstructing valuable papers or records utilized during the term of this Agreement. 23. PROJECT PROFESSIONAL LIABILITY. A. If the COUNTY notifies CONSULTANT that a project professional liability policy will be purchased, then CONSULTANT agrees to use its best efforts in cooperation with the COUNTY and the COUNTY's insurance representative, to pursue the maximum credit available from the professional liability carrier for a reduction in the premium of CONSULTANT's professional liability policy. If no credit is available from CONSULTANT's current professional policy underwriter, then CONSULTANT agrees to pursue the maximum credit available on the next renewal policy, if a renewal occurs during the term of the project policy (and on any subsequent professional liability policies that renew during the term of the project policy). CONSULTANT agrees that any such credit will fully accrue to the COUNTY. Should no credit accrue to the COUNTY, the COUNTY and CONSULTANT, agree to negotiate in good faith a credit on behalf of the COUNTY for the provision of project -specific professional liability insurance policy in consideration for a reduction in CONSULTANT's self -insured retention and the risk of uninsured or underinsured consultants. B. The CONSULTANT agrees to provide the following information when requested by the COUNTY or the COUNTY's Project Manager: 1. The date the professional liability insurance renews. 2. Current policy limits. 3. Current deductibles/self-insured retention. 4. Current underwriter. 5. Amount (in both dollars and percent) the underwriter will give as a credit if the policy is replaced by an individual project policy. 6. Cost of professional insurance as a percent of revenue. 7. Affirmation that the design firm will complete a timely project errors and omissions application. C. If the COUNTY elects to purchase a project professional liability policy, CONSULTANT to be insured will be notified and the COUNTY will provide professional liability insurance, naming CONSULTANT and its professional subconsultants as named insureds. END OF SCHEDULE D Page 29 of 32 PSA_CCNA Single Project Agreement 2017.010 Ver.3 Packet Pg. 502 11.D.1 SCHEDULE E TRUTH IN NEGOTIATION CERTIFICATE In compliance with the Consultants' Competitive Negotiation Act, Section 287.055, Florida Statutes, CDM Smith Inc. (company's name) hereby certifies that wages, rates and other factual unit costs supporting the compensation for the services of the CONSULTANT to be provided under the Professional Services Agreement, concerning " Design Services for the NESA Wellfield "project is accurate, complete and current as of the time of contracting. BY: � TITLE: fri h C$ek,\ DATE: Page 30 of 32 PSA_CCNA Single Project Agreement 2017.010 Ver.3 Packet Pg. 503 11.D.1 SCHEDULEF KEY PERSONNEL Name Personnel Category Percentage of Time Jason Sciandra Principal 4% Gregory Isaacs Senior Project Manager 9% Lee Wiseman Senior Technical Reviewer 13% Jason Mills Senior Engineer 8% Clarice Sollog Senior Architect 1 % Isaac Holowell Engineer 12% Andrew Ryan Senior H dro eolo ist 1 % Lisa Bartlewski Senior Designer 10% Melanie Moore H dro eolo ist 1 % Blake Harvey Associate Engineer 7% William Stevenson Senior Inspector 4% Isamar San Juan Engineer Intern 3% Somenath Datta Senior Technician 1 % Gregory Hoch Inspector 3% Water Science Associates Subconsultant 23% Page 31 of 32 PSA_CCNA Single Project Agreement 2017.010 Ver.3 Packet Pg. 504 11.D.1 Other: SCHEDULE G (Description) ❑ following this page (pages through _) ❑0 this schedule is not applicable Page 32 of 32 PSA_CCNA Single Project Agreement 2017.010 Ver.3 Packet Pg. 505 11.D.2 A� o CERTIFICATE OF LIABILITY INSURANCE DATE(MM/DD/YYYY) 06/26/2020 F THIS CERTIFICATE IS ISSUED AS A MATTER OF INFORMATION ONLY AND CONFERS NO RIGHTS UPON THE CERTIFICATE HOLDER. THIS CERTIFICATE DOES NOT AFFIRMATIVELY OR NEGATIVELY AMEND, EXTEND OR ALTER THE COVERAGE AFFORDED BY THE POLICIES BELOW. THIS CERTIFICATE OF INSURANCE DOES NOT CONSTITUTE A CONTRACT BETWEEN THE ISSUING INSURER(S), AUTHORIZED REPRESENTATIVE OR PRODUCER, AND THE CERTIFICATE HOLDER. IMPORTANT: If the certificate holder is an ADDITIONAL INSURED, the policy(ies) must have ADDITIONAL INSURED provisions or be endorsed. If SUBROGATION IS WAIVED, subject to the terms and conditions of the policy, certain policies may require an endorsement. A statement on this certificate does not confer rights to the certificate holder in lieu of such endorsement(s). PRODUCER Aon Risk Services Northeast, Inc. Boston MA Office CONTACT NAME: (A/cC. No. Ext): <866) 283-7122 FAX No.): 800-363-0105 E-MAIL ADDRESS: 53 State Street suite 2201 Boston MA 02109 USA INSURER(S) AFFORDING COVERAGE NAIC # INSURED INSURER A: LM Insurance Corporation 33600 CDM Smith Inc. 75 State Street Suite 701 Boston MA 02109 USA INSURER B: Liberty Insurance Corporation 42404 INSURER C: Liberty Mutual Fire Ins Co 23035 INSURER D: ACE Property & Casualty Insurance Co. 20699 INSURERE: Lloyd's Syndicate NO. 2623 AA1128623 INSURERF: Commerce & Industry Ins CO 19410 COVERAGES CERTIFICATE NUMBER: 570083658918 REVISION NUMBER - THIS IS TO CERTIFY THAT THE POLICIES OF INSURANCE LISTED BELOW HAVE BEEN ISSUED TO THE INSURED NAMED ABOVE FOR THE POLICY PERIOD INDICATED. NOTWITHSTANDING ANY REQUIREMENT, TERM OR CONDITION OF ANY CONTRACT OR OTHER DOCUMENT WITH RESPECT TO WHICH THIS CERTIFICATE MAY BE ISSUED OR MAY PERTAIN, THE INSURANCE AFFORDED BY THE POLICIES DESCRIBED HEREIN IS SUBJECT TO ALL THE TERMS, EXCLUSIONS AND CONDITIONS OF SUCH POLICIES. LIMITS SHOWN MAY HAVE BEEN REDUCED BY PAID CLAIMS. Limits shown are as requested INSR LTR TYPE OF INSURANCE ADD INSD SUBR WVD POLICY NUMBER POLICY EFF MM/DDYYY POLICY EXP MM/DD/YYYY LIMITS B X COMMERCIAL GENERAL LIABILITY Y TB7 116 T Z 4 1/Y 0110112021 EACH OCCURRENCE $2 , 000 , 000 CLAIMS -MADE X❑ OCCUR DAMAGE TO RENTED $1,000,000 PREMISES Ea occurrence MED EXP (Any one person) $10, 000 PERSONAL& ADV INJURY $2,000,000 GEN'L AGGREGATE LIMITAPPLIES PER: GENERAL AGGREGATE $4,000,000 POLICY � PRO - POLICY LOC JECT PRODUCTS - COMP/OP AGG $4,000,000 OTHER: C AUTOMOBILE LIABILITY Y As2-611-B8T8z6-060 01/01/2020 01/01/2021 COMBINED SINGLE LIMIT Ea accident $2 , 000, 000 BODILY INJURY ( Per person) X ANYAUTO BODILY INJURY (Per accident) OWNED SCHEDULED AUTOS ONLY AUTOS HI RED AUTOS NON -OWNED PROPERTY DAMAGE ONLY AUTOS ONLY Per accident D X UMBRELLA LIAB OCCUR XEUG28194687004 01/01/2020 01/01/2021 EACH OCCURRENCE $5,000,000 EXCESS LIAB H CLAIMS -MADE AGGREGATE $5,000,000 DED RETENTION A WORKERS COMPENSATION AND WA561DB8T8Z6010 01/01/2020 01/01/2021 X I PER STATUTE OTH- ER EMPLOYERS' LIABILITY Y/ N AOS E.L. EACH ACCIDENT $1, 000 , 000 AOFFICER/MEMBER ANY PROPRIETOR / PARTNER /EXECUTIVE N N/A WC5611B8T8z6020 01/01/2020 01/01/2021 EXCLUDED? (Mandatory in NH) wi E.L. DISEASE -EA EMPLOYEE $1, 000, 000 If yes, describe under DESCRIPTION OF OPERATIONS below E.L. DISEASE -POLICY LIMIT $1, 000, 000 DESCRIPTION OF OPERATIONS / LOCATIONS / VEHICLES (ACORD 101, Additional Remarks Schedule, may be attached if more space is required) RE: For any and all work performed on behalf of Collier County, Contract No. 19-7583. Collier County Board of County Commissioners or Board of County commissioners in Collier County or Collier County Government are included as Additional Insured in accordance with the policy provisions of the General Liability and Automobile Liability policies. General Liability policy evidenced herein is Primary and Non -Contributory to other insurance available to an Additional Insured, but only in accordance with the policy's provisions. Umbrella Liability policy is follow -form. CERTIFICATE HOLDER CANCELLATION SHOULD ANY OF THE ABOVE DESCRIBED POLICIES BE CANCELLED BEFORE THE EXPIRATION DATE THEREOF, NOTICE WILL BE DELIVERED IN ACCORDANCE WITH THE POLICY PROVISIONS. Collier County Board of County AUTHORIZED REPRESENTATIVE Commissioners 3295 Tami ami Trail E. Naples FL 34112 USA p ,f�' (�% c/rla O 2 �na ©1988-2015 ACORD CORPORATION. All rights reserved. ACORD 25 (2016/03) The ACORD name and logo are registered marks of ACORD Packet Pg. 506 AGENCY CUSTOMER ID: 10518329 LOC #: A ADDITIONAL REMARKS SCHEDULE 11.D.2 Page _ of _ AGENCY Aon Risk Services Northeast, Inc. NAMED INSURED CDM Smith Inc. POLICY NUMBER see Certificate Number: 570083658918 CARRIER See Certificate Number: 570083658918 NAIC CODE EFFECTIVE DATE: ADDITIONAL REMARKS THIS ADDITIONAL REMARKS FORM IS A SCHEDULE TO ACORD FORM, FORM NUMBER: ACORD 25 FORM TITLE: Certificate of Liability Insurance INSURER(S) AFFORDING COVERAGE I NAIC # INSURER INSURER INSURER INSURER ADDITIONAL POLICIES If a policy below does not include limit information, refer to the corresponding policy on the ACORD certificate form for policy limits. INSR LTR TYPE OF INSURANCE ADDL INSD SUBR WVD POLICY NUMBER POLICY EFFECTIVE DATE (MM/DD/YYYY) POLICY EXPIRATION DATE (MM/DD/YYYY) LIMITS WORKERS COMPENSATION B N/A WA761DB8T8z6030 MA & PR 01/01/2020 01/01/2021 OTHER E Archit&Eng Prof PSDEF2000033 Professional/Claims Made 01/01/2020 01/01/2021 Each Claim $1,000,000 Aggregate $1,000,000 ACORD 101 (2008/01) © 2008 ACORD CORPORATION. All rights reserved. The ACORD name and logo are registered marks of ACORD Packet Pg. 507 AGENCY CUSTOMER ID: 10518329 11.D.2 LOC #: A ADDITIONAL REMARKS SCHEDULE Page _ of _ AGENCY NAMED INSURED r Aon Risk Services Northeast, Inc. CDM Smith Inc. 00 W Cl POLICY NUMBER See Certificate Number: 570083658918 r r CARRIER NAIC CODE See Certificate Number: 570083658918 EFFECTIVE DATE: ADDITIONAL REMARKS THIS ADDITIONAL REMARKS FORM IS A SCHEDULE TO ACORD FORM, FORM NUMBER: ACORD 25 FORM TITLE: Certificate of Liability Insurance Professional Liab Policy # PSDEF2000033 Beazley (Syndicates 2623/0623) - 37.5% BRIT (Syndicate 2987) - 31.25% Ms Amlin (Syndicate 2001) - 12.5% Munitus (Syndicate 4242) - 12.5% Re/Rn (Syndicate 1458) - 6.25% ACORD 101 (2008/01) © 2008 ACORD CORPORATION. All rights reserved. The ACORD name and logo are registered marks of ACORD Packet Pg. 508 11.D.2 POLICY NUMBER: TB7611 B8T8Z6040 COMMERCIAL GENERAL LIABILITY CG20100413 THIS ENDORSEMENT CHANGES THE POLICY. PLEASE READ IT CAREFULLY. ADDITIONAL INSURED - OWNERS, LESSEES OR CONTRACTORS - SCHEDULED PERSON OR ORGANIZATION This endorsement modifies insurance provided under the following: COMMERCIAL GENERAL LIABILITY COVERAGE PART A. Section II — Who Is An Insured is amended to 1. All work, including materials, parts or equipment include as an additional insured the person(s) or furnished in connection with such work, on the organization(s) shown in the Schedule, but only project (other than service, maintenance or with respect to liability for "bodily injury", "property repairs) to be performed by or on behalf of the damage" or "personal and advertising injury" additional insured(s) at the location of the caused, in whole or in part, by: covered operations has been completed; or 1. Your acts or omissions; or 2. The acts or omissions of those acting on your behalf; in the performance of your ongoing operations for the additional insured(s) at the location(s) designated above. However: 1. The insurance afforded to such additional insured only applies to the extent permitted by law; and 2. If coverage provided to the additional insured is required by a contract or agreement, the insurance afforded to such additional insured will not be broader than that which you are required by the contract or agreement to provide for such additional insured. B. With respect to the insurance afforded to these additional insureds, the following additional exclusions apply: This insurance does not apply to "bodily injury" or "property damage" occurring after: 2. That portion of "your work" out of which the injury or damage arises has been put to its intended use by any person or organization other than another contractor or subcontractor engaged in performing operations for a principal as a part of the same project. C. With respect to the insurance afforded to these additional insureds, the following is added to Section III — Limits Of Insurance: If coverage provided to the additional insured is required by a contract or agreement, the most we will pay on behalf of the additional insured is the amount of insurance: 1. Required by the contract or agreement; or 2. Available under the applicable Limits of Insurance shown in the Declarations; whichever is less. This endorsement shall not increase the applicable Limits of Insurance shown in the Declarations. CG 20 10 04 13 © ISO Properties, Inc., 2012 Packet Pg. 509 11.D.2 SCHEDULE Name Of Additional Insured Person(s) Or Organization(s) Locations Of Covered Operations Any Person or Organization to whom you become Per the contract or agreement obligated to include as an Additional Insured as a result of any contract or agreement you enter into. Information required to complete this Schedule, if not shown above, will be shown in the Declarations. CG 20 10 04 13 © Insurance Services Office, Inc., 2012 Packet Pg. 510 11.D.2 POLICY NUMBER: TB7611 B8T8Z6040 COMMERCIAL GENERAL LIABILITY CG 20 37 04 13 THIS ENDORSEMENT CHANGES THE POLICY. PLEASE READ IT CAREFULLY. ADDITIONAL INSURED - OWNERS, LESSEES OR CONTRACTORS - COMPLETED OPERATIONS This endorsement modifies insurance provided under the following: COMMERCIAL GENERAL LIABILITY COVERAGE PART PRODUCTS/COMPLETED OPERATIONS LIABILITY COVERAGE PART SCHEDULE Name Of Additional Insured Person(s) Or Organization(s) Location And Description Of Completed Operations Any person or organization to whom you become obligated to inclulde as an additional insured as a result of any contract or agreements you enter into per contract or agreement Information required to complete this Schedule, if not shown above, will be shown in the Declarations. A. Section II — Who Is An Insured is amended to include as an additional insured the person(s) or organization(s) shown in the Schedule, but only with respect to liability for "bodily injury" or "property damage" caused, in whole or in part, by "your work" at the location designated and described in the Schedule of this endorsement performed for that additional insured and included in the "products -completed operations hazard". However: 1. The insurance afforded to such additional insured only applies to the extent permitted by law; and 2. If coverage provided to the additional insured is required by a contract or agreement, the insurance afforded to such additional insured will not be broader than that which you are required by the contract or agreement to provide for such additional insured. B. With respect to the insurance afforded to these additional insureds, the following is added to Section III — Limits Of Insurance: If coverage provided to required by a contract or will pay on behalf of the amount of insurance: the additional insured is agreement, the most we additional insured is the 1. Required by the contract or agreement; or 2. Available under the applicable Limits of Insurance shown in the Declarations; whichever is less. This endorsement shall not increase the applicable Limits of Insurance shown in the Declarations. CG 20 37 04 13 © Insurance Services Office, Inc., 2012 Packet Pg. 511 11.D.2 Policy Number TB7-611-B8T8Z6-040 Issued by Liberty Insurance Corp. THIS ENDORSEMENT CHANGES THE POLICY. PLEASE READ IT CAREFULLY. OTHER INSURANCE AMENDMENT — SCHEDULED ADDITIONAL INSURED This endorsement modifies insurance provided under the following: COMMERCIAL GENERAL LIABILITY COVERAGE PART PRODUCTS/COMPLETED OPERATIONS LIABILITY COVERAGE PART LIQUOR LIABILITY COVERAGE PART If you are obligated under a written agreement to provide liability insurance on a primary, excess, contingent, or any other basis for any person(s) or organization(s) shown in the Schedule of this endorsement that qualifies as an additional insured on this Policy, this Policy will apply solely on the basis required by such written agreement and Paragraph 4. Other Insurance of Section IV — Conditions will not apply. Where the applicable written agreement does not specify on what basis the liability insurance will apply, the provisions of Paragraph 4. Other Insurance of Section IV — Conditions will apply. However, this insurance is excess over any other insurance available to the additional insured for which it is also covered as an additional insured for the same "occurrence", claim or "suit'. Schedule Name of Person(s) or Organization(s): Any person(s) or organization(s) to whom you are obligated by a written agreement to procure Additional Insured coverage under your policy. LC 24 20 11 18 © 2018 Liberty Mutual Insurance Page 1 of 1 Includes copyrighted material of Insurance Services Office, Inc., with its permission. Packet Pg. 512 11.D.2 Policy Number T137-611-138TM-040 Issued by LIBERTY INSURANCE CORPORATION THIS ENDORSEMENT CHANGES THE POLICY. PLEASE READ IT CAREFULLY. NOTICE OF CANCELLATION TO THIRD PARTIES This endorsement modifies insurance provided under the following: BUSINESS AUTO COVERAGE PART MOTOR CARRIER COVERAGE PART GARAGE COVERAGE PART TRUCKERS COVERAGE PART EXCESS AUTOMOBILE LIABILITY INDEMNITY COVERAGE PART SELF -INSURED TRUCKER EXCESS LIABILITY COVERAGE PART COMMERCIAL GENERAL LIABILITY COVERAGE PART EXCESS COMMERCIAL GENERAL LIABILITY COVERAGE PART PRODUCTS/COMPLETED OPERATIONS LIABILITY COVERAGE PART LIQUOR LIABILITY COVERAGE PART COMMERCIAL LIABILITY — UMBRELLA COVERAGE FORM Schedule Name of Other Person(s) / Email Address or mailing address: Number Days Notice: Organ izations : A Schedule of each person or 30 Organization provided to us by the First Named Insured within 15 days of written cancellation notice received by the First Named Insured for any reason other than nonpayment of premium As Required by Written Contract A. If we cancel this policy for any reason other than nonpayment of premium, we will notify the persons or organizations shown in the Schedule above. We will send notice to the email or mailing address listed above at least 10 days, or the number of days listed above, if any, before the cancellation becomes effective. In no event does the notice to the third party exceed the notice to the first named insured. B. This advance notification of a pending cancellation of coverage is intended as a courtesy only. Our failure to provide such advance notification will not extend the policy cancellation date nor negate cancellation of the policy. All other terms and conditions of this policy remain unchanged. LIM 99 01 05 11 © 2011 Liberty Mutual Group of Companies. All rights reserved. Page 1 of 1 Includes copyrighted material of Insurance Services Office, Inc., with its permission. Packet Pg. 513 11.D.2 Policy Number AS2-611-B8T8Z6-060 Issued by LIBERTY MUTUAL FIRE INSURANCE COMPANY THIS ENDORSEMENT CHANGES THE POLICY. PLEASE READ IT CAREFULLY. NOTICE OF CANCELLATION TO THIRD PARTIES This endorsement modifies insurance provided under the following: BUSINESS AUTO COVERAGE PART MOTOR CARRIER COVERAGE PART GARAGE COVERAGE PART TRUCKERS COVERAGE PART EXCESS AUTOMOBILE LIABILITY INDEMNITY COVERAGE PART SELF -INSURED TRUCKER EXCESS LIABILITY COVERAGE PART COMMERCIAL GENERAL LIABILITY COVERAGE PART EXCESS COMMERCIAL GENERAL LIABILITY COVERAGE PART PRODUCTS/COMPLETED OPERATIONS LIABILITY COVERAGE PART LIQUOR LIABILITY COVERAGE PART COMMERCIAL LIABILITY — UMBRELLA COVERAGE FORM Schedule Name of Other Person(s) / Organ izations : Email Address or mailing address: Number Days Notice: Blanket - as required by written contract 30 A. If we cancel this policy for any reason other than nonpayment of premium, we will notify the persons or organizations shown in the Schedule above. We will send notice to the email or mailing address listed above at least 10 days, or the number of days listed above, if any, before the cancellation becomes effective. In no event does the notice to the third party exceed the notice to the first named insured. B. This advance notification of a pending cancellation of coverage is intended as a courtesy only. Our failure to provide such advance notification will not extend the policy cancellation date nor negate cancellation of the policy. All other terms and conditions of this policy remain unchanged. LIM 99 01 05 11 © 2011 Liberty Mutual Group of Companies. All rights reserved. Page 1 of 1 Includes copyrighted material of Insurance Services Office, Inc., with its permission. Packet Pg. 514 11.D.2 CHUBB" NOTICE OF CANCELLATION TO OTHERS — SPECIFIED PARTIES Named Insured Endorsement Number CDM Smith, Inc. 017 Policy Symbol Policy Number Policy Period Effective Date of Endorsement XEU G28194687 004 01/01/2020 to 01/01/2021 01/01/2020 Issued By (Name of Insurance Company) ACE Property and Casualty Insurance Company THIS ENDORSEMENT CHANGES THE POLICY. PLEASE READ IT CAREFULLY. This endorsement modifies insurance provided under the following: ENHANCED COMMERCIAL UMBRELLA LIABILITY POLICY The policy is amended as follows: Section VI. CONDITIONS, is amended to add the following: Notice to Others I. If we cancel the Policy prior to its expiration date by notice to you or the first "Named Insured" for any reason other than nonpayment of premium, we will, as set out below, send written notice of cancellation, via such electronic or other form of notification as we determine, to the persons or organizations listed in the schedule set out below (the "Schedule"). You or your representative must provide us with both the physical and e-mail address of such persons or organizations, and we will utilize such e-mail address or physical address that you or your representative provided to us on such Schedule. 2. We will send or deliver such notice to the e-mail address or physical address corresponding to each person or organization indicated in the Schedule at least 3o days prior to the cancellation date applicable to the Policy. 3. The notice referenced in this endorsement is intended only to be a courtesy notification to the person(s) or organization(s) named in the Schedule in the event of a pending cancellation of coverage. We have no legal obligation of any kind to any such person(s) or organization(s). Our failure to provide advance notification of cancellation to the person(s) or organization(s) shown in the Schedule shall impose no obligation or liability of any kind upon us, our agents or representatives, will not extend any Policy cancellation date and will not negate any cancellation of the Policy. 4. We are not responsible for verifying any information provided to us in any Schedule, nor are we responsible for any incorrect information that you or your representative provide to us. If you or your representative does not provide us with the information necessary to complete the Schedule, we have no responsibility for taking any action under this endorsement. In addition, if neither you nor your representative provides us with e-mail and physical address information with respect to a particular person or organization, then we shall have no responsibility for taking action with regard to such person or entity under this endorsement. 5. We may arrange with your representative to send such notice in the event of any such cancellation. 6. You will cooperate with us in providing, or in causing your representative to provide, the e-mail address and physical address of the persons or organizations listed in the Schedule. 7. This endorsement does not apply in the event that you cancel the Policy. XSE-52238 (04/19) Page 1 of 2 Packet Pg. 515 11.D.2 SCHEDULE Name of Person or Entity E-Mail Address Physical Address Per schedule on file with the Producer noted on the Declarations, provided such schedule is provided to us by such Producer at the time the Producer is notified of cancellation as referenced above. All other terms and conditions of the policy remain unchanged. Authorized Representative XSE-52238 (04/19) Page 2 of 2 Packet Pg. 516 11.D.2 THIS ENDORSEMENT CHANGES THE POLICY. PLEASE READ IT CAREFULLY. NOTICE OF CANCELLATION TO THIRD PARTIES A. If we cancel this policy for any reason other than nonpayment of premium, we will notify the persons or organizations shown in the Schedule below. We will send notice to the email or mailing address listed below at least 10 days, or the number of days listed below, if any, before cancellation becomes effective. In no event does the notice to the third party exceed the notice to the first named insured. B. This advance notification of a pending cancellation of coverage is intended as a courtesy only. Our failure to provide such advance notification will not extend the policy cancellation date nor negate cancellation of the policy. Name of Other Person(s) / Organization(s): Per Schedule on file with Broker SCHEDULE Email Address or mailing address: Per Schedule on file with Broker All other terms and conditions of this policy remain unchanged. Issued by LM Insurance Corporation For attachment to Policy No. WA5-61 D-B8T8Z6-010 Effective Date: 1/1/2020 IR�R�'[i.Til�]J E.Y�iT[i71T4 WM 90 18 06 11 © 2011 Liberty Mutual Group of Companies Ed. 06/01/2011 All Rights Reserved Number Days Notice 30 Premium $ Page 1 of 1 Packet Pg. 517 11.D.3 Collier County Administrative Services Department Procurement Services Division COLLIER COUNTY BOARD OF COUNTY COMMISSIONERS REQUEST FOR PROFESSIONAL SERVICES (RPS) In accordance with Florida Statute 287.055 Consultants' Competitive Negotiation Act FOR Design Services for the NESA Wellfield RPS NO.: 19-7583 EVELYN COLON, PROCUREMENT STRATEGIST PROCUREMENT SERVICES DIVISION 3295 TAMIAMI TRAIL EAST, BLDG C-2 NAPLES, FLORIDA 34112 TELEPHONE: (239) 252-2667 evelyn.colon@colliercountyfl.gov (Email) This proposal solicitation document is prepared in a Microsoft Word format (rev 8/16/17). Any alterations to this document made by the Consultant may be grounds for rejection of proposal, cancellation of any subsequent award, or any other legal remedies available to the Collier County Government. Packet Pg. 518 SOLICITATION PUBLIC NOTICE 11.D.3 REQUEST FOR PROFESSINAL 19-7583 SERVICES (RPS) NUMBER: PROJECT TITLE: Design Services for the NESA Wellfield RPS OPENING DAY/DATE/TIME: April 8, 2019 at 3:00 P.M. PLACE OF RPS OPENING: Procurement Services Division 3295 Tamiami Trail East, Bldg. C-2 Naples, FL 34112 All proposals shall be submitted online via the Collier County Procurement Services Division Online Bidding System: https://www.bidsync.com/bidsync-cas/ INTRODUCTION As requested by the Public Utilities Planning and Project Management Division (hereinafter, the "Division"), the Collier County Board of County Commissioners Procurement Services Division (hereinafter, "County") has issued this Request for Professional Services (hereinafter, "RPS") with the intent of obtaining proposals from interested and qualified Consultants in accordance with the terms, conditions and specifications stated or attached. The Consultant, at a minimum, must achieve the requirements of the Specifications or Scope of Work stated. BACKGROUND On December 14, 2004, as Agenda Item IOE, the Board of County Commissioners (Board) approved Contract No. 04-3673 for professional services related to the design of the Northeast Regional Water Reclamation Facility (NERWRF) and the Northeast Regional Water Treatment Plant (NERWTP). Subsequently, on November 29, 2005, Agenda Item 1 OC, the Board Approved a Work Order #CDM-3593-06-01, to CDM Smith for professional services related to the development of wellfields to serve the Northeast Treatment Facilities. The growth and population projections for Collier County during the planning period in October 2007 showed a slower rate of growth than previously projected, and that trend continued through 2009.On January 26, 2010, as Agenda Item 16C2, the Board decided to hibernate the Northeast Facilities Program. Recently, on July 10, 2018, as Agenda Item 113, the Board approved the advertisement of a Resolution to expanding the Collier County Water -Sewer District's Service Area to coincide with the unincorporated area permitted by Chapter 2003-353, Laws ofFlorida. As land development activity accelerates in the northeast portion of Collier County, the Collier County Water -Sewer District will be constructing infrastructure to provide potable water, wastewater and irrigation quality (IQ) water to future residents and businesses. This solicitation is for the design, permitting and services during construction for wells to be constructed during various phases of the infrastructure improvements. A raw water supply wellfield, electrical duct banks and associated pipelines were previously designed by CDM Smith, however design changes will be required based on the capacity needs of each phase. A drilling and testing program was done previously, and the supply potential of the Lower Tamiami (freshwater), Hawthorn Zone I (fresh/brackish), and Lower Hawthorn aquifers (brackish water) were evaluated. Results of the original test program allowed for conceptual design of the original planned first phase. This documentation will be provided as well as the final design documents. The deep Injection wells were previously designed by Entrix (formerly Water Resource Solutions) as a subconsultant to Carollo Engineers. It is currently planned that multiple raw water sources will or may be used to supply the future Water Treatment Plant. Reverse osmosis (RO) was the original proposed technology for treatment of groundwater from the brackish water zone(s) to be blended with water treated by Ion Exchange (IE) from the fresh water zone(s). The initial wellfield may be constructed near the water treatment plant (WTP), as previously designed, or other off -site water sources. As the water demand for this area increases, wells will be added as needed. This contract will include all types of wells including but not limited to potable water, raw water, irrigation water, ASR and deep injection disposal wells. The design of each wellfield and other general services, may be required individually or collectively as funding permits. The design should be of a nature that it can be replicated for other wellfields that may be constructed. Each phase should be planned to meet current anticipated needs until the project is completed. TERM OF CONTRACT c 0 :r 2 0 M 00 P ti c6 c m E s ea r .r Q County reserves the right to modify this scope during negotiations for budgetary reasons. Packet Pg. 519 A Work Order will be issued for all projects. Board Approval will be required for projects greater than $200,000. 11.D.3 The contract term, if an award is made is intended to be for three (3) years with two (2) one (1) year renewal option. Prices shall remain firm for the initial term of the awarded contract. Surcharges will not be accepted in conjunction with this award, and such charges should be incorporated into the pricing structure. DETAILED SCOPE OF WORK Scone of Services The scope of services for each phase may include but is not limited to engineering services for each well site, well, wellhead equipment and raw water transmission mains including route studies, preliminary and final designs, preparation of construction documents, bidding services, project management and services during construction. 1. Preliminary Engineering 2. Surveying and Geotechnical Investigation 3. Hydraulic Modeling 4. Design 5. Permitting 6. Bidding Services 7. Services during Construction 8. Additional Services The existing wellfield design, geotechnical studies, drilling and testing program results, are to be reviewed. As much as feasibly possible the existing CDM Smith design and data should be used and may be relied upon to facilitate the design of each phase. Design services will include but is not limited to: ➢ Design of the well sites, and supply wells (with two or three completed wells at each well site) including wellheads, pumps and ancillary equipment. ➢ Design of transmission pipeline systems to include two raw water pipelines (one for fresh water and one for brackish water), and a well maintenance waste line ➢ Design of potable water, raw water, and irrigation water wells and appurtenances ➢ Design of Deep Injection Wells and appurtenances ➢ Design of monitoring wells ➢ Design of ASR wells and appurtenances ➢ Design of electrical duct banks to be placed in the corridor with the pipelines. ➢ Design of an electrical distribution system and instrumentation/control system to serve the remote well sites. ➢ Design of backup power supplies The scope of work includes but is not limited to the following: Preliminary Engineering Review of all existing plans specifications, data, and a summary of the findings. The work should include (but not be limited to) inventory of private wells, hydraulic modeling, surveying, soil borings, subsurface explorations, and any other similar investigations necessary for establishing a baseline from which to proceed with the design of the project. Prepare Basis of Design Report (BODR) for each project phase presenting a narrative of the proposed work, consultants' recommendation for proceeding with detailed design, preliminary estimate of construction costs, and a preliminary project schedule. Basis of Design Report Consultant will prepare and submit to the County a Basis of Design Report (BODR). The BODR will summarize the results of the evaluations and will include an adequate design that can be used to start the permit application process: • Well pump requirements with design conditions of flow andhead. • Wellhead details, including typical site layout, piping layout, matcrials, electrical requirements with variable frequency drives (VFDs). • Primary power and power distribution system requirements. • Typical power system details, trenching requirements, pull boxes,etc. • Transmission main alignment. • Pipe materials, linings and protective coatings. • Pipe structural design criteria andmethods. • Collier Count standards for i e beddin and backfill re uirements c 0 .2 0 co M 00 P ti c6 c d E t c� r Q Y Pp g q Packet Pg. 520 Thrust restraint design criteria. Main appurtenances. Special crossing preliminary design arrangements 11.D.3 60% Design Documents Upon receiving final acceptance of the Design Report from COUNTY, CONSULTANT will commence with the preparation of the 60 percent design contract documents (drawings and technical specifications) for the project. Improvements to be designed per the recommended criteria presented in the basis of design report. Cost Estimate (60% Completion Level) CONSULTANT will prepare cost estimates intended to provide COUNTY with an up to date progress estimate of projected probable construction costs. Eight (8) hard copies, Microsoft Schedule and PDF format electronic copy of the estimates will be prepared and forwarded to COUNTY at the 60 percent design completion stage. Final Design Documents Based on input received from COUNTY at review meetings during the preliminary design phase and associated design reviews CONSULTANT will prepare the proposed final (90 percent) contract documents. Acceptance of Final Contract Documents One master set of originals and electronic copies in MSWord format and PDF format of the final (100% complete) contract documents, will be forwarded to COUNTY for final acceptance prior to bid. Construction Bid Services 1. CONSULTANT may assist COUNTY in developing criteria and documentation associated with the prequalification of acceptable construction contractors prior to issuing the contract documents for bidding. 2. CONSULTANT may assist COUNTY in securing bid and: 3. Provide interpretation and clarification of Contract Documents during bidding; 4. Attend pre -bid meeting with prospective bidders; 5. Assist COUNTY in evaluating bids or proposals and in assembling and awarding contracts for construction, materials, equipment and services; 6. Assist COUNTY in evaluating bidder's previous experience, if necessary; 7. Prepare and issue addenda as appropriate to interpret or clarify contract documents. 8. Provide COUNTY with a recommendation as to the acceptability of subcontractors, suppliers and other persons and organizations proposed by the bidders for those portions of the work as to which such acceptability is required by the Contract Documents. Construction Contract Administration Pre -construction Conference and Progress Meetings Consult with COUNTY and Contractors as reasonably required and necessary with regard to construction of the Project. Consultation will include attendance at the pre -construction conference and monthly coordination meetings with COUNTY, the Resident Project Representative and the Contractor. Contract Interpretation and Clarifications Issue interpretations and clarifications of Contract Documents during construction and evaluate requests for substitutions or deviations from the Contract Documents. Notify COUNTY of any such requested deviations or substitutions and when reasonably necessary, provide COUNTY with a recommendation concerning same. Shop Drawings r_ Review shop drawings, diagrams, illustrations, catalog data, schedules and samples, the results of laboratory tests and inspections, and other data that Contractors are required to submit for conformance with the design concept of the Project and compliance with +° the provisions of the Contract Documents. x 2 0 co Record Drawings M Prepare and submit to COUNTY upon completion of construction of Project, five (5) sets of signed and sealed record drawings, one LO (1) set of reproducible record drawing, MSWord format and PDF format copies of the work constructed and electronically on CD AutoCAD disks (current COUNTY version), including those changes made during the construction process, using information supplied by the Contractors and other data which can reasonably be verified by CONSULTANT's personnel. Construction engineering and inspection (CEI) services will be provided to the COUNTY by others under a separate Work Order or County Inspection Staff. It is assumed that the CEI firm will review contractor mark-ups to the contract documents, monthly throughout the construction period. It is further assumed that the Contractor will provide as -built contract documents to the CONSULTANT for use r in preparing reproducible and electronic record drawings. Q Packet Pg. 521 11.D.3 Post Design and Services during Construction The CONSULTANT is expected to provide an experienced, competent engineer(s) for the types of work in this section of the project. The following activities outline the post design and services during construction to be provided during the construction and project close-out phase of the project: a. Schedule and attend all progress meetings and conferences with the County and contractors only as directed by the Owner. Prepare agenda and distribute meeting minutes. Coordinate all subsequent start up, design resolution, differing field conditions, and punch list walk through meetings. Prepare a list of issues needing resolution after each meeting and ensure that they are fulfilled. b. Coordinate all construction field activities with the operational staff with adequate notice and coordination so as not to interfere with operations of the facility and the ability to provide potable water services to our customers as directed by the Owner. C. Review and evaluate the proposed construction schedule and the schedule of values used for progress payment purposes. Provide input and recommendations to the Public Utilities project manager and operations staff. d. Coordinate all construction and design issues with the Owner, CEI, and contractor as directed by the Owner. e. Provide timely review, recommendations and approval of shop drawings, submittal information and O&M Manuals. f. Respond to Requests for Information from the contractor within three working days. Coordinate requests with Public Utilities project manager and operational staff. g. Provide construction contract administration consisting of: i. Review of payment applications, ii. Review of construction schedule updates and field progress, iii. Review of change order requests and preparation of work directives and change orders, iv. Assistance in administration of additional work under the Contract Allowance Bid item. V. Review record drawings for completeness and accuracy on a daily basis. vi. Review contractor's as built/record drawing progress. vii. Prepare final O&M manuals. viii. Certify project/contract completion. ix. Attend start-ups. X. Provide and/or coordinate training to plant personnel. xi. Prepare, sign, and seal final record drawings. xii. Certify to SFWMD and FDEP that the project and permit conditions have been finalized. h. Provide operational coordination to assist the County to maintain continuous compliance with FDEP requirements and to maintain water production. i. Conduct periodic site observation of construction as necessary and/or directed by Owner to achieve the tasks and scope of work in this RFP and provide reports with photographs to the County via electronic E-mails. j. Provide engineering professional(s) experienced in well systems to perform the tasks in this RPS and to professionally respond to questions. k. Attend project meetings to monitor progress, respond to field issues, communicate with the contractor, and coordinate communications with the contractor and Public Utilities project manager and operational staff. 1. Coordinate with Owner and contractor during the transition period upon commencement of responsibilities for these services. Additional Services Surveying Consultant will retain the services of a qualified, experienced surveying firm to accomplish surveying required for the transmission main r design. Land surveying services will be performed under the direction and control of a Florida Registered Professional Land Surveyor and will be in accordance with Chapter 21 HH-6, Florida Administrative Code: Minimum Technical Standards for LandSurveying. +° Geotechnical Investigations C co Consultant will retain an experienced, qualified geotechnical engineering firm to conduct the following geotechnical investigations along M the entire route of the transmission main. Conduct laboratory chemical testing for corrosion control investigations at appropriate intervals LO alongthe transmission main consisting of moisture resistive ohm -cm total alkaline sulfate chloride H and redox otential. ti g resistivity ( ), n', , P p ' c_ .r RESPONSE FORMAT AND SCORING CRITERIA FOR DEVELOPMENT OF SHORTLIST: E t Proposals must be assembled, at minimum, in the order of the Evaluation Criteria listed or your proposal 2 may be deemed non -responsive a Packet Pg. 522 11.D.3 Evaluation Criteria Maximum Points 1. Ability of Professional Personnel 20 Points 2. Certified Minority Business Enterprise 5 Points 3. Past Performance 25 Points 4. Project Approach, Willingness to Meet Time and Budget Requirements 20 Points 5. Location 10 Points 6. Recent, Current, and Projected Workloads of the Firm 20 Points TOTAL POSSIBLE POINTS 100 Points For complete explanation of each evaluation criteria, please see the file titled "RPS Instructions" included with this advertisement. VENDOR CHECKLIST Vendor should check off each of the following items as the necessary action is completed (please see, Form 2: Vendor Check List): The Solicitation Submittal has been signed. All applicable forms have been signed and included, along with licenses to complete the requirements of the project. Required Reference Questionnaires have been completed for previous projects and included with the proposal. Any addenda have been signed and included. All grant requirements have been reviewed and forms completed (if applicable). Division of Corporations - Florida Department of State — http:Hdos.myflorida.com/sunbiz/ (If work performed in the State). E-Verify/Immigration Affidavit (Memorandum of Understanding). Packet Pg. 523 ol 4 4 1 :1 Oki LIJLIr� I ORIGINAL JAI -Now � 4 .. r� - li- w' CDM Smith 4210 Metro Parkway, Suite 230 Fort Myers, Florida 33916 tel: 239 938-9600 April 15, 2019 Evelyn Colon, Procurement Strategist Procurement Services Division 3295 Tamiami Trail East, Building C-2 Naples, FL 34112 Subject: Solicitation 19-7583 1 Design Services for the NESA Wellfield Dear Selection Committee Members: Collier County's Public Utilities Division's (County) goal is to develop the required potable and supplemental water supplies necessary to meet the needs of future developments in the Northeast Service Area (NESA) on -time, on -budget, and at the best value. For more than 35 years now, CDM Smith Inc. has provided this service for the County's projects, and we have once again assembled a local team to efficiently deliver the water supply needs for the NESA Wellfield Project. To best meet the needs of the County, we have partnered with Water Science Associates and are providing the County with many of the same team members who worked on the original NERWTP Wellfield design. In addition to designing the NERWTP Wellfield, our team has overseen every major wellfield project in the County since 1999. We have successfully delivered more than 130 well -related projects to the County, providing all disciplines of services envisioned for the NESA Wellfield. Backed by the full resources of our Florida operations (more than 400 full -service professionals), we offer the local know-how, technical expertise, and state/ national resources needed to provide the best value for the County's contract. Below, we have summarized the exceptional value we provide for each of the County's Evaluation Criteria: ■ Evaluation Criteria No.1: Ability of Professional Personnel. The strength of the CDM Smith team begins with our team members. Having successfully managed more than 100 County projects, Jason A. Sciandra, PE and W. Kirk Martin, PG are the natural choice to lead this contract, and they will be backed by a local team who are known and trusted for their ability to successfully deliver your projects on schedule and within budget. Together with our Florida -based support and technical staff, we will provide Collier County with a powerhouse of expertise and resources who are primed and ready to deliver upon Notice -to -Proceed. ■ Evaluation Criteria No. 2: Certified Minority Business Enterpris• We consistently meet or exceed the County's established goals for MBE participation, and will encourage diversity and MBE participation on this contract. ■ Evaluation Criteria No. 3: Past Performance. Our 35-year history with Collier County grants us solid hands-on knowledge of the County's hydrogeologic needs, as well as a proven history of design, permitting, and construction phase services for wells, wellfields, transmission systems, ASR systems, and deep injection well systems. ■ Evaluation Criteria No. 4: Location As a Fort Myers -based team, the County has benefitted from our close proximity and close working relationships with County staff and regulatory agencies' local offices. What's more, our Fort Myers team is a diverse, full -service team backed by experts in each discipline, making us truly local and responsive to the County. ■ Evaluation Criteria No. 5: Recent, Current, and Projected Workloads of the Firm. As evidenced through our past work on the County's Wellfield Program, we can confidently state our current workload will not affect the successful completion of projects under this contract. Our team presented herein are the same CDM Smith team members who will work with the County on projects under this contract. We are committed to remaining available and responsive to the County's needs throughout the duration of this contract. If you require any additional information or if there are any questions about our credentials, I can be personally reached at 239.896.6538 or sciandraja@cdmsmith.com. We also acknowledge Addendum One and the County's responses on questions 1 through 5 on BiclSync. Very truly yours, Ja on A. Sciandra, PE I Principal I CDM Smith Inc. W. Kirk Martin, PG `President I Water Science Associates C�1 WATER + ENVIRONMENT + TRANSPORTATION + ENERGY + FACILITIES Table of Contents Cover Letter Tableof Contents..................................................................................................................... i Evaluation Criteria No. 1: Ability of Professional Personnel............................................1-1 Level of Experience on Projects of SimilarType, Size, and Complexity........................................................................................................1-1 Staffing and Organization to Address and Deliver Projects Under this Contract......................................................................................1-2 Knowledge and Experience with Local Construction and Regulatory Conditions...................................................................................1-3 Commitment to Team Collaboration in Proximity to Project Sites...............................................................................................................1-4 TeamMember Resumes..........................................................................................................................................................................................1-5 Evaluation Criteria No. 2: Certified Minority Business Enterprise...................................2-1 EvaluationCriteria No. 3: Past Performance.....................................................................3-1 Past Experience with Projects Similar in Size, Type, and Complexity...........................................................................................................3-1 Evaluation Criteria No. 4: Project Approach, Willingness to Meet Time and Budget Requirements......................................................4-1 ProjectApproach....................................................................................................................................................................................................... 4-1 Resources Available to Complete the Services..................................................................................................................................................4-1 ConceptualLevel Schedule.....................................................................................................................................................................................4-4 Managingthe Overall Cost of the Project...........................................................................................................................................................4-5 EvaluationCriteria No. 5: Location.....................................................................................5-1 Approach to Management and Execution of Work..........................................................................................................................................5-1 Managing Information Collection and Distribution Between Team Members..........................................................................................5-1 Evaluation Criteria No. 5: Recent, Current, and Projected Workloads of the Firm .........6-1 Proposed Resources and Availability for this Contract....................................................................................................................................6-1 Required Forms Licenses Insurance and Bonding Requirements CDM Smith's Certificate of Liability Insurance Form 1: Vendor's Non -Response Statement (N/A) Form 2: Vendor Check List Addendum I —Signed Division of Corporations — Florida Department of State E-Verify Company Profile Page Form 3: Conflict of Interest Affidavit Form 4: Vendor Declaration Statement Form 5: Immigration Affidavit Certification Form 6: Vendor Substitute W-9 Smith Collier County, Florida I Solicitation 19-7583 1 Design Services for the NESA Wellfield Evaluation Criteria No. 1: Ability of Professional Personnel Level of Experience on Projects of similar Type, Size, and Complexity For more than 35 years, we have assisted Collier County with their consulting needs, and we have assembled an experienced team to complete all anticipated projects under this contract. Many of the staff we have assembled for this contract are either local professionals or a proven experience with successful project delivery and permit acquisition with the County, as demonstrated below. More importantly, our proposed team members have a lengthy history of successfully delivering the County's projects together —as one team —which provides the County with the benefits of zero learning curve, allowing our team to hit the ground running and begin your project from a strong position of knowledge. Leveraging our deep bench of statewide resources in the design, permitting, and construction of various types of wells, aquifer storage recovery (ASR), electrical distribution systems, and other ancillary and support services, our staff offers the County the best of both worlds: the responsiveness and County insight of a local firm backed by the technical expertise and statewide resources of a national corporation. In Evaluation Criteria No. 3, we have detailed specific examples of our team's history of project collaboration with one another. Faces the County Knows and Trusts to Deliver: 35+ Years of Experience in Wellfield Projects for the County 40 Jason has managed 100+ projects for the County including the Wellfield Reliability Improvements and Expansion Program, Livingston Road IQ Water ASR System, and NERWTP Wellfield Infrastructure Development project. Kirk has provided hydrogeological services for the County's Livingston Road Reclaimed Water ASR System, NERWTP Wellfield Infrastructure Development project, Wellfield Vulnerability Evaluation, and design and construction of six DIWs. Stew has served as the lead hydrogeologist on several of the County's projects under the Wellfield Reliability Improvements and Expansion Program as well as the NERWTP Wellfield Infrastructure Development project. Lee led the multi -year permitting process to modify the County's existing WUP for additional freshwater allocation. He documented the justification for the permit increase and developed groundwater modeling to support the permit request with SFWMD. Dharmin has served as a project manager on Clay has worked with the County on multiple numerous Collier County projects involving acquisition, including theTamiami Well 38projects including the Northeast Regional WTP permit pa, Wellfield Infrastructure Development project, project, as well as pump station and other design he will have great insight to the jects under the County's ongoing Wastewatermeaning pipeline design for the NESA Wellfield project. Basin Program. Isaac has performed modeling in support of permit acquisition for numerous County projects Serving as hydrogeologist, Christina has including the Wellfield Reliability Improvements assisted with design, testing, and various other and Expansion Program, Tamiami Well 38, the 11design-related support services for the County's Livingston Road ASR, and the Wastewater j wellfield program as well as MITs for Golden / Basin Program. I Gate IW-1 and SCWRF IW-2. Dewayne has ongoing experience with the County's wellfields and distribution and collection system, performing reviews of shop drawings and submittals by Contractors for the Wellfield Reliability Improvements and Wastewater Basin 101 Programs. ■ Local Team Members ■ Statewide Resources CDMmith Collier County, Florida I Solicitation 19-7583 1 Design Services for the NESA Wellfield Cynthia designed the 13.2kV medium voltage open loop distribution system for the NERWTP Wellfield Infrastructure Development project, meaning she will be able to quickly update the electrical design to meet capacity needs for this Project. 1-1 Evaluation Criteria No. 1: Ability of Professional Personnel Staffing and Organization to Address and Deliver Projects Under this Contract The CDM Smith team is a full -service team that is structured to respond to the County's complete scope of services for the NESA Wellfield project, as shown in the organizational chart below. Our core management team will be directed by Jason A. Sciandra, PE and W. Kirk Martin, PG (Water Science Associates), who are both well known by the County and will serve as the primary points -of -contact for this contract. Together, they will ensure our team makes the most effective use of the vast network of resources available to them to complete projects under this contract on time and within budget. HYDROGEOLOGY/WELL DESIGN Andrew J. Ryan, PG ■ Rahul John, PG, PMP Christina M. Garcia-Alario Srinivasakumar"Seenu"Anandam, PE — Groundwater Modeling COLLIER COUNTY F L O R I D A TECHNICAL ADVISORS Lee P. Wiseman, PE, BCEE PROJECT DIRECTORS Carl S. Frizzell, PhD, PE Jason M. Mills, PG Jason A. Sciandra, PE — Engineering ■ W. Kirk Martin, PG —Hydrogeology PROJECT MANAGER Stewart J. Magenheimer, PG CIVIL/PIPELINE DESIGN Clay M. Tappan, PE, BCEE Dharmin D. Desai, PE* Process Mechanical Isaac D. Holowell, PE Support Services CONSTRUCTION OVERSIGHT Christina M. Garcia-Alario ■ Andrew W. McThenia, PG Andrew J. Ryan, PG Manuel P. Enos INSTRUMENTATION ELECTRICAL DESIGN AND CONTROL STRUCTURAL DESIGN PERMITTING Cynthia L. Stellmack, PE W. Scott Whitmore, PE Paul A. Lefave, PE, CEM SURVEY GEOTECHNICAL Agnoli, Barber & Brundage, Inc. ■ YPC Consulting Group, P.L. SUBCONSULTANT Water Science Associates Agnoli, Barber & Brundage, Inc. YPC Consulting Group, P.L. ■ Passarella & Associates, Inc. *PE in State other than Florida Kevin M. Francoforte, PE Timothy A. Verwey, PE Dewayne C. Wallace Christina Garcia-Alario — DIW Srinivasakumar "Seenu" Anandam, PE — WUP Agnoli, Barber & Brundage, Inc. CIVIL/SITE ENVIRONMENTAL Agnoli, Barber & Brundage, Inc. ■ Passarella & Associates, Inc. Smith Collier County, Florida I Solicitation 19-7583 1 Design Services for the NESA Wellfield 1-2 Evaluation Criteria No. 1: Ability of Professional Personnel Our proposed project manager Stewart J. Magenheimer, PG brings 32 years of hydrogeological experience focused in well design, hydrogeological evaluations, water resources planning, and project management. Specifically, he has been providing these services for Collier County wellfield projects, including the original design for this Project, since 2004.This local experience will allow him to quickly pick up where we left off and update the design to meet the County's current needs. Mr. Magenheimer will be supported by local professionals staffing every major discipline, meaning County projects are being delivered by a local team who truly knows your wellfield systems. Backed by statewide resources, our team also features a deep bench of staff in every role to ensure we are able to handle fluctuations in workload and availability (see Evaluation Criteria No. 5 for examples of how we effectively manage our workload and staffl. Our team is further enhanced by the addition of local subconsultants including Water Science Associates; Passarella & Associates, Inc.; Agnoli, Barber & Brundage, Inc.; and YPC Consulting Group, P.L., with whom we have collaborated for many years on Collier County and Southwest Florida projects. In short, the CDM Smith team is staffed and structured to remain responsive and lead and deliver projects locally out of our Fort Myers office. At the end of this section, we have included resumes for each of our project team members. Knowledge and Experience with Local Construction and Regulatory Conditions CDM Smith's experience working throughout Collier County and in Southwest Florida provides our team with extensive knowledge of local and state government regulations, and codes. For each of our reference projects in Evaluation Criteria No. 3, CDM Smith provided permit support for the full suite of permits required to construct the projects. The experience Proven Permitting with Collier County CDM Smith oversaw the multi -year permitting process to modify Collier County's existing WUP for additional freshwater allocation. uur team Including ason Sciandra, Kirk Martin, Stewart Magenheimer, and ' ee W'---- performed field testing of the County's wellfield, developed groundwater modeling to support the permit request, and negotiated an agreement with SFWMD on the issued permit. After nearly three years of work, the County was issued the requested allocation increase, which is anticipated to save the County approximately $145M over the next 20 years. of our project team and the relationships that have been built with these regulatory agencies will help complete permitting efforts in a timely manner, with the interests of Collier County being represented throughout. We have also demonstrated expertise in local construction methods gained from working under varying site conditions and understand the geologic conditions in the area, which enables us to effectively design projects with construction in mind and provide accurate cost estimating, if required. Expertise in Local Construction Methods For the Wellfield Reliability Improvements and Expansion Program, we provided construction oversight for numerous projects including the expansions of the Golden Gate Tamiami, North RO, and South RO Wellfields. In addition, our team worked hand -in -hand with the County to develop the wellfield design and construction standards, meaning we know your construction methods inside and out. Team members included Jason Sciandra, Kirk Martin, Stewart magenheimer, Lee Wiseman, Christina Garcia-Alario, Isaac Hollowell, and Cynthia Stellmack. For each design project we execute, one of the first steps in the project is to identify the applicable building and land development codes for the area. By identifying the appropriate codes early in the design process, we are able to provide the County's selected Contractor with conformed contract documents that will make it easier to obtain building permits. The ease of moving through the building permit process ultimately saves the County money and helps ensure that construction is completed on schedule. In fact, for projects where the Contractor is having difficulty obtaining building permits, we have been brought in at the client's request to assist the Contractor in expediting the process. With respect to County land development code, CDM Smith has been successful in obtaining numerous project site development plan approvals from the Growth Management Department. Additionally, we have gained valuable insight into the land development code through our work with the County's Public Utilities Division to modify the land development code to streamline the approvals process for critical utility infrastructure. We are also familiar with both County and State Contractor license requirements. Smith Collier County, Florida I Solicitation 19-7583 1 Design Services for the NESA Wellfield 1-3 Evaluation Criteria No. 1: Ability of Professional Personnel Environmental conditions play a critical role in the execution of nearly every infrastructure development project in Southwest Florida. Given the number of projects that we have completed locally —including for Collier County —and our previous design work at the site, we understand the range of environmental conditions that will come into play in project execution under this contract. Environmental conditions that may need to be considered under this contract include potential wetland impacts, impacts on endangered species, and the potential for inducing saltwater intrusion. The impact environmental conditions play in projects is usually felt in the permitting process. Given the highly complex environmental conditions present in Collier County, resolving permitting issues may indeed be the most crucial element of most infrastructure projects. Since Florida regulations are periodically revised and updated, we actively maintain working relationships with local, state, and federal regulatory agencies'staff. We maintain these important relationships on the strength of professionalism and trust. We recognize the significant advantage of working together with our clients and the regulatory agencies to expedite the regulatory approval of projects. CDM Smith has developed a reputation with regulatory agency staff that we will work within the system and in our clients' best interests. We have guided numerous infrastructure projects through complicated permitting processes. Our work regularly encompasses the preparation of permit applications and associated documentation (e.g., design drawings, specifications, environmental assessments, and cost estimates; regulatory agency liaison; and preparation of responses to agency comments and questions). Our permitting successes are built around rigorous attention to regulations, and competent defense of project documentation, even in controversial "reasonable assurance" settings. For this project, we will identify the required permits to design and construct the desired facilities/infrastructure and will prepare applications for permits as may be required to implement the project. Types of permits that are anticipated when implementing well -related projects in Collier County include: Environmental Resource Permit SFWMD/FDEP Consumptive Use Permit SFWMD Dewatering Permit SFWMD Injection Well Permit (UIC) FDEP Commitment to Team Collaboration in Proximity to Project Site Based in our local Fort Myers office, our core team members bring local experience and knowledge that will directly translate to successful project completion for the County. Our local engineering staff have a proven track record of working collaboratively with our Florida -based technical specialists located in our 10 Florida offices. In fact, our engineering and support services are the same team members that, since 2004, have provided program management, design, permitting, bidding, and CEI services for improvements and expansions to Collier County's wellfields. (See Evaluation Criteria No. 3 for more examples of our project team collaboration and participation). COLLIER COUNTY, FLORIDA NORTHEAST REGIONAL WATER TREATMENT PLANT WELLFIELD INFRASTRUCTURE DEVELOPMENT A Team Committed Then and Now! Team members Jason Sciandra, Kirk Martin, Stewart Magenheimer, Lee Wiseman, Clara Tappan, Cynthia Stellmack, Paul Lefave, and Tim Verwi provided design services for the raw water supply wellfield, electrical duct banks, and associated pipelines that were originally designed in 2009. This continuity of staff will result in a thorough understanding of your goals, quick design changes, and cost -savings to the County and its residents. We are excited about the prospect of assisting the County in finishing this important project. We have built our reputation of being a client -focused firm by being responsive to the ever -changing needs of our clients. We have implemented communication protocols that enable our clients to reach a staff member familiar with their project, even if the designated project manager is unavailable due to illness, vacation, or any other reason. The protocols include having staff members coordinate leave (planned and unplanned) with those who will act in their place while they are unavailable. These protocols include forwarding of a -mails and telephone calls to designated replacements. In addition to providing continuity of staff, we deliver on clients' needs by making staff available for critical meetings on short notice. Well Drilling Permits Collier County We also have a strong track record of assisting our clients Water System Permit FDEP when emergencies arise that threaten public safety, level of Site Development Plan Collier County service, or regulatory compliance. With a multitude of technical experts available within a half hour to four hours'drive of Collier County, we have the resources necessary to assist the County on a moment's notice. Smith Collier County, Florida I Solicitation 19-7553 1 Design Services for the NESA Wellfield 1-4 Jason A. Sciandra, PE Project Director - Engineering Has successfully managed more than $110M in water and wastewater projects, including more than 100 similar projects for Collier County. Years of Exp. 15Years Office Location Fort Myers, FL Education MS — Environmental Engineering BS — Civil Engineering Registration Professional Engineer (FL) Project Manager, Northeast Regional WTP (NERWTP) Wellfield Infrastructure Development, Collier County, FL. In 2006, CDM Smith was selected to provide design and engineering services for the raw water wellfield and pipelines for the County's new NERWTP, which is a reverse osmosis (RO) desalination facility that treats brackish groundwater. Mr. Sciandra served as project manager who assisted with the final design preparation in 2009. Deputy Program Manager, Collier County Wellfield Reliability Improvements and Expansion Program, Collier County, FL. Mr. Sciandra served as the deputy program manager for an 11-year contract with Collier County to initiate a new wellfield program. The program was a large-scale engineering and hydrogeological project to develop all raw water supply wellfields for the 240-square-mile service area. Mr. Sciandra's responsibilities include both program management activities and project design activities. Project Manager, Irrigation Quality (IQ) Wellfield Rehabilitation — Construction Phase Services, Collier County, FL. Mr. Sciandra is serving as project manager for construction phase services of the IQ Wellfield Rehabilitation. In this role, he is overseeing the CDM Smith team, preparing meeting minutes for two pre -construction meetings and meeting minutes for four monthly progress meetings. Our team is tasked to provide field inspection services that include drill out of Mule Pen Wells 1, 3, and 5; chlorination of Mule Pen Wells 1 through 6; acidification of Livingston Road Wells 1 through 6; final completion walk- through for each wellfield; and additional site visits requested by the County. Project Manager, IQ Water (Supplemental Supply) Wellfield Rehabilitation, Collier County, FL. In order to increase system reliability, meet current and projected demands, and reduce the amount of IQ water that cannot be used due to seasonal fluctuations in demand, the Collier County Public Utilities Division (CCPUD) hired CDM Smith to perform an evaluation of two supplemental IQ water wellfields. CDM Smith reviewed historic operational data, results of regularly performed step pumping rate drawdown tests, previous rehabilitation reports, and video logs of the wells. Based on its review, CDM Smith prepared a memorandum summarizing its findings and recommending rehabilitation activities to increase wellfield capacity. CCPUD authorized CDM Smith to prepare bid specifications for the rehabilitation work and to provide construction phase engineering services including field oversight of the work. Following completion of the rehabilitation work, CDM Smith worked with CCPUD to evaluate the increased capacity delivered by the rehabilitations. Mr. Sciandra served as project manager for this project responsible for development of the specifications, assisting CCPUD in procuring the work and management of the construction phase services, including oversight of the field inspector. Project Manager, Livingston Road IQ Water Aquifer and Storage Recovery (ASR) System — Well Below the Underground Source of Drinking Water (USDW) Phases 1 and 2, Collier County, FL. Mr. Sciandra served as the project manager for the design, permitting, and construction of the deepening of the ASR-1 well and the new ASR-2 well. He was responsible for overseeing the design team, leading permitting activities, and coordinating with the client and regulatory agencies. Project Manager/Engineer-of-Record (EOR), North County Water Reclamation Facility (NCWRF) IW-1 and IW-2 MITs, South County Water Reclamation Facility (SCWRF) IW-2 MIT, and North County Water Treatment Plant (NCRWTP) IW-1 and IW-2 MITs, Collier County, FL. Mr. Sciandra served as the project manager and FOR for the mechanical integrity testing of the injection wells. He was responsible for overseeing the field observation staff, leading permitting activities, and coordinating with the client and regulatory agencies. Smith Collier County, Florida I Solicitation 19-7583 1 Design Services for the NESA Wellfield 1-5 Jason A. Sciandra, PE I Project Director - Engineering Project Manager/EOR, South County Reclamation Water Treatment Plant (SCRWTP) IW-1 Tubing Replacement, Collier County, FL. Mr. Sciandra served as the project manager and FOR for replacement of the injection tubing in well IW-1. He was responsible for overseeing the design team and field observation and coordinating with the client, regulatory agencies, and the Contractor. Project Manager, North County Regional Water Treatment Plant (NCRWTP) Freshwater/Reverse Osmosis (RO) Blend Connection, Well Abandonment, Collier County, FL. Mr. Sciandra is serving as project manager for the preparation of a bid package for the abandonment of nine wells located at the NCRWTP. Project Manager, North East Regional WTP Wellfield Infrastructure Development, Collier County, FL. Mr. Sciandra served as the project manager for the design of the 21 well wellfield and associated transmission main. He was responsible for overseeing the design team, leading permitting activities, and coordinating with the client and regulatory agencies. Project Manager, 1 0-Year Water Supply Facilities Work Plan, Collier County, FL. Mr. Sciandra served as project manager for the development of the Collier County 10-year water supply facilities work plan, which included data gathering and analysis and report preparation. His responsibilities included coordination with local utilities for information requests, analysis of population and water demand data, preparation of the final work plan, and assisting various government agencies in getting the work plan adopted by the Collier County Board of County Commissioners and submitted to the Florida Department of Community Affairs (DCA). Project Manager, Collier County Water Use Permitting (WUP) Support, Collier County, FL. CDM Smith oversaw the multi -year permitting process to modify Collier County's existing WUP for additional freshwater allocation. Mr. Sciandra led a diverse team of engineers, hydrogeologists, ecologists, public relations, and legal staff to document the justification for the permit increase, perform field testing of the County's wellfield, develop groundwater modeling to support the permit request and negotiate an agreement with the South Florida Water Management District (SFWMD) on the issued permit. After nearly three years of work, the County was issued the requested allocation increase, which is anticipated to save the County approximately $145M over the next 20 years. Project Manager, Irrigation Water/Raw Water Interconnect Conceptual Design, Collier County, FL. CDM Smith is providing services to Collier County for the study, design, permitting, bidding, and construction phase services for a connection between their irrigation and raw water systems. Mr. Sciandra serves as project manager overseeing the CDM Smith team perform a feasibility study and conceptual (10 percent) design of the final water connection. Project Manager, Wastewater Basin Program (Basin #1), Collier County, FL. Mr. Sciandra served as the project manager for the study, design, permitting, and construction of the various projects within the program. He was responsible for overseeing the design team and subcontractors, as well as coordination with the client and regulatory agencies. Project Manager, Golden Gate Wastewater Treatment Plant (WWTP) Energy Efficiency Improvements, Florida Governmental Utility Authority (FGUA), Collier County, FL. For FGUA, Mr. Sciandra served as the project manager for the design and implementation of process and lighting energy efficiency improvements at the Golden Gate WWTP. His responsibilities included oversight of the design team, coordination with the Contractor, and regulatory reporting. Project Engineer, SB-444 Grant Funding Assistance, Collier County, FL. Mr. Sciandra assisted Collier County with preparing and executing annual SFWMD SB-444 alternative water supply grant applications. His responsibilities included preparing grant applications, meeting with SFWMD staff to negotiate contracts, tracking the progress of projects to ensure compliance with contract requirements, and assisting Collier County staff with the preparation of invoices to the SFWMD and project closeout paperwork. Project Manager, Lower Tamiami Well Site Property Acquisition Support, Collier County, FL. Mr. Sciandra served as project manager for the identification and evaluation of properties as future well sites for Collier County. His responsibilities included directing field staff on site investigations, preparing site evaluation memorandums, and recommending the best properties for acquisition. Construction Management Support, Three Oaks WWTP Facility Upgrade, Lee County, FL. CDM Smith provided preliminary design, final design, permitting, and construction administration services for the upgrade of the Three Oaks WWTP to achieve a biological treatment capacity of 6 mgd ADF with considerations for future expansion to 8 mgd ADF. Mr. Sciandra provided construction management support for this project. S � th Collier County, Florida I Solicitation 19-7583 1 Design Services for the NESA Wellfield 1-6 Wafer Science Associates W. Kirk Martin, P.G., CPG, CGWP Project Director - Hydrogeology Education Mr. Martin has over 35 years of experience conducting groundwater resource investigations and managing complex integrated water resource programs. He has Geology, special expertise in underground injection wells, water supply development, Florida— FlAtlantic groundwater hydraulic interpretations, and fresh/saline water relationships in University, 1981 coastal aquifers. He also has extensive experience in the application of statistical Graduate analyses, computer models and geophysical methods to the solution of water Geophysics, Wright resource issues. He takes a "total water management" approach to water resource State University, planning and management challenges that provides for more creative solutions to address multiple level issues. His project experience includes large-scale water 1984 supply, aquifer recharge, and injection well design, construction, testing, and Registration evaluation. He has extensive knowledge of water policy and the regulations governing water supply and water resource management. Mr. Martin has Professional completed over 300 reports on regional and local geology/hydrology in Florida and Geologist: North has provided the primary technical direction on development of over 500 mgd of Carolina (1987), raw water supply and over 100 mgd of aquifer recharge and wastewater disposal Florida, Kentucky, projects. Mr. Martin served as the principal hydrologist for three projects winning Texas, and awards from the Governor's Commission for a Sustainable South Florida. He has Alabama worked with clients in the cities of Fort Myers, Jacksonville, Marco Island, Boca Raton, Cape Coral, Sanibel, Hollywood, Titusville, and Melbourne; and Palm Beach, Certifications Charlotte, Lee, Collier, St. Johns, Indian River, Hillsborough, Brevard, Pinellas, Miami -Dade, and Seminole counties. He commonly serves as a technical advisor Certified to state, regional, and local governing bodies on water resource issues. Professional Geologist Lead Hydrogeologist, North County Regional WTP, South County Regional WTP and South County Water Reclamation Facility, Collier County, FL. Mr. Martin Certified provided hydrogeologic direction for design, permitting, and construction of six Groundwater deep injection wells (DIWs) for the Collier County water (RO concentrate) and Professional wastewater departments with a combined injection capacity of over 60 mgd. Project Director, Irrigation Aquifer Storage and Recovery (ASR) System, Collier County, FL. Mr. Martin provided technical direction and hydrogeologic services for the design, permitting, and construction oversight for two irrigation quality ASR wells to provide critical seasonal storage of large volumes of irrigation quality water that allows more efficient and effective utilization of the county's reclaimed water and supplemental irrigation sources. The wells will provide for storage of up to 240 MG annually of a combination of municipal reclaimed water, raw groundwater, and canal water to help in the overall integrated management of available water resources to the county. Technical Director, Manatee Road ASR System Construction and Expansion, Collier County, FL. Mr. Martin provided project oversight for the design and permitting of the expansion of the Manatee Road ASR system and the construction of four additional ASR recharge and recovery wells, associated monitor wells, a 6 MG prestressed concrete storage tank, and associated piping and instrumentation. He also oversaw the evaluation of the operational data from the existing ASR wells to identify changes in the operating protocols that would allow for maximization of system performance. Technical Director, Livingston Road Reclaimed Water ASR System, Collier County, FL. Mr. Martin directed testing, design, and conceptual operations for the reclaimed water ASR program. Options developed for the site included use of reclaimed water, partially treated surface water, and raw groundwater for seasonal recharge and use to supplement the county's reclaimed water system as part of an overall integrated water management program for the county. Project Director, Deep Injection Well Design and Permitting for the SWROWTP, Cape Coral, FL. Mr. Martin provided technical direction and hydrogeologic services for the design and permitting of a Class I injection well at the City's Southwest Reverse Osmosis Water Treatment Plant and Water Reclamation Facility. The evaluation included determination of optimum casing selection and construction completion to provide for a full disposal capacity for the SWROWTP and the SWWRF with a cost savings to the City of approximately $2M over a conventional design approach. The project approach also included meeting critical milestones to comply with a FDEP Consent Order. Project Director, Collier County Wellfield Vulnerability Evaluation, Collier County, FL. Mr. Martin directed the team during the Collier County Wellfield Vulnerability Evaluation for Collier County. The purpose of the evaluation was to assess whether an existing MIKE SHE/MIKE 11 watershed model developed for Collier County could be used effectively for making improvements to the County's wellfield protection program. The concept was developed jointly by Mr. Martin and Collier County staff as a means to incorporate surface water influences to the wellfield vulnerability process in a cost effective manner using existing available analytic tools. The evaluation indicated that the MIKE SHE/MIKE 11 provided groundwater vulnerability zone delineations consistent with the County's previous wellfield protection models and would provide a substantial improvement to resolution and accurate predictions of groundwater conditions by incorporating surface water features. Technical Director, Collier County Wellfield Reliability Improvements and Expansion Program, Collier County, FL. Mr. Martin serves as the lead technical resource for Collier County's Wellfield Reliability Improvements and Expansion program, which provides management and direction of multiple engineers, scientists, and contractors in the planning, evaluation, design, permitting, construction, and operations of the County's water supply facilities. Mr. Martine provides technical assistance in strategic visioning and streamlining of water supply development with modifications to land development codes, standardized design, land acquisition, tactical permitting, and links to comprehensive plans and capital improvement programs. Lead Hydrogeologist, Wellfield Design, Construction, and Management, Collier County, FL. Mr. Martin provided primary hydrogeologic expertise for all development activities for the Collier County wellfields, including over 35 freshwater wells and over 45 brackish water wells with depths of up to 1200 feet and with a combined capacity of over 80 mgd. Technical Advisor, Irrigation Quality ASR, Cape Coral, FL. Mr. Martin provided critical technical analysis in hydrogeologic interpretation and recommendation for siting an irrigation quality (IQ) water aquifer storage and recovery (ASR) system for the city. The site included unusually high salinities that threatened existing city production wellfields. Mr. Martin identified innovative groundwater management opportunities that protected the existing water supplies and provided important seasonal storage of surface water and municipal reclaimed water. Technical Director, Wellfield Performance Evaluation. City of Cape Coral, FL. The City of Cape Coral has a long and successful history of brackish water development for reverse osmosis treatment. In addition, the City has planned reclaimed water ASR wells and additional Floridan Aquifer supply wells to meet future growth demands. Mr. Martin provided technical direction for a complete brackish wellfield performance evaluation to identify trends in productivity and water quality and any issues with individual wells or wellfield areas. Data and analysis developed for the project will be used in development of models for planning, design and operation of future production wells and ASR wells. Technical Director, Preliminary Design of the South Miami Heights (SMH) Brackish Water Wellfield. Miami -Dade Water and Sewer Department (WASD), FL. Mr. Martin provided critical guidance in the planning of hydrogeological evaluations and development of a 25 mgd brackish water wellfield to supply raw water to the proposed WASD SMH RO WTP. Key issues in the preliminary design were development of new wells in a highly urbanized area, provision for a robust testing and analysis program, and management and disposal of brackish water during construction and testing efforts. Technical Director, Wellfield Performance Evaluation. St. Johns County Utilities, FL. Mr. Martin worked closely with SJCUD operations staff at the SR 214 brackish wellfield in evaluating historic and ongoing operational data including production rates, static and dynamic water levels, and production water salinity. Production wells with declining productivity or degraded water quality were identified for further analyses including dynamic video and geophysical logging to identify primary production intervals, contributions to flow, and production water quality with depth. Specific recommendations were provided for upgrades or modifications to well construction and operation of the most impacted wells. Additionally, Mr. Martin provided ongoing services to the operations staff in periodic evaluation of production data to optimize wellfield productivity and minimize raw water salinity over time. These efforts resulted in a more stabilized production water quality and general operational improvements of the SR 214 wellfield. Wafw Schnm Associates StewartJ. Magenheimer, PG Project Manager Recognized Florida hydrogeological expert who provides review services for the County's Wellfield and Reliability Improvements Program. Years of Exp. 32Years Office Location Boca Raton, FL Education MSc — Geology; MBA; BSc — Geology Registration Professional Geologist (FL) Technical Reviewer, Collier County Wellfield Reliability Improvements and Expansion Program, Collier County, FL. Mr. Magenheimer served as the technical review for an 11-year contract with Collier County to initiate anew wellfield program. The program was a large-scale engineering and hydrogeological project to develop all raw water supply wellfields for the 240-square-mile service area. Mr. Magenheimer's responsibilities includes reviewing design deliverables. Project Manager and Lead Hydrogeologist, Lower Tamiami Aquifer Expansion, Collier County, FL. As part of this project, Mr. Magenheimer identified potential locations and evaluated their logistical and aquifer characteristics for suitability as wellfield expansion sites. The scope of the project included: 1) a compilation and review of available geologic, hydraulic, and water quality data collected during previous hydrogeologic investigations; 2) construction of three test wells and associated monitoring wells; 3) collection and analysis of lithologic, geotechnical, and water quality data during well construction and testing; 4) aquifer performance and geotechnical testing to determine pertinent aquifer hydraulic characteristics, 5) pipeline hydraulic modeling to evaluate the hydraulic capacities of the wellfield raw water transmission system, 6) computer modeling to estimate drawdown and water quality impacts associated with wellfield pumpage; and 7) report preparation summarizing the results of the investigation. Mr. Magenheimer coordinated these activities and provided technical support through hydrogeologic data evaluation and model conceptualization. Technical Reviewer, Irrigation Quality Water (Supplemental Supply) Wellfield Rehabilitation, Collier County, FL. In order to increase system reliability, meet current and projected demands, and reduce the amount of irrigation quality (IQ) water that cannot be used due to seasonal fluctuations in demand, Collier County Public Utilities Division (CCPUD) hired CDM Smith to perform an evaluation of two supplemental IQ water wellfields. We reviewed historic operational data, results of regularly performed step pumping rate drawdown tests, previous rehabilitation reports, and video logs of the wells. Based on its review, CDM Smith prepared a memorandum summarizing its findings and recommending rehabilitation activities to increase wellfield capacity. CCPUD authorized CDM Smith to prepare bid specifications for the rehabilitation work and to provide construction phase engineering services including field oversight of the work. Following completion of the rehabilitation work, we worked with CCPUD to evaluate the increased capacity delivered by the rehabilitations. Mr. Magenheimer served as technical reviewer for this project responsible for development of the specifications, assisting CCPUD in procuring the work and management of the construction phase services, including oversight of the field inspector. Technical Reviewer, North County Regional Water Treatment Plant (NCRWTP) Freshwater/Reverse Osmosis (RO) Blend Connection, Well Abandonment, Collier County, FL. Mr. Magenheimer serves as technical reviewer for the preparation of a bid package for the abandonment of nine wells located at the NCRWTP. Technical Reviewer, IQ Wellfield Rehabilitation — Construction Phase Services, Collier County, FL. Mr. Magenheimer served as a technical reviewer for field inspection services that include drill out of Mule Pen Wells 1, 3, and 5; chlorination of Mule Pen Wells 1 through 6; acidification of Livingston Road Wells 1 through 6; final completion walk-through for each wellfield; and additional site visits requested by the County. Technical Reviewer, North County Water Reclamation Facility (NCWRF) IW-1 and IW-2 MITs, South County Water Reclamation Facility (SCWRF) IW-2 MIT, and North County Water Treatment Plant (NCRWTP) IW-1 and IW-2 MITs, Collier County, FL. Mr. Magenheimer served as the technical reviewer for the mechanical integrity testing of the injection wells. He was responsible for reviewing project deliverables. Smith Collier County, Florida I Solicitation 19-7583 1 Design Services for the NESA Wellfield 1-7 Stewart J. Magenheimer, PG I Project Manager Technical Reviewer, South County Reclamation Water Treatment Plant (SCRWTP) IWA Tubing Replacement, Collier County, FL. Mr. Magenheimer served as the technical reviewer for replacement of the injection tubing in well 0-1. He was responsible for reviewing deliverables from the design team. Technical Reviewer, Collier County Water Use Project Manager, North East Regional WTP Wellfield Infrastructure Development, Collier County, FL. Mr. Magenheimer served as the technical reviewer for the design of the 21 well wellfield and associated transmission main. He was responsible for reviewing the design team deliverables. Technical Lead, Continuing Wellfield Rehabilitation Services, City of Boca Raton, FL. CDM Smith has assisted the City with ongoing maintenance, rehabilitation, and optimization efforts at the City's production wellfields. Serving as the technical lead, Mr. Magenheimer has led quarterly data review and evaluation reports, as well as as -needed technical expert services. Projects under this contract have been completed on -time and on -budget. Resident Project Manager and Lead Hydrologist, Water Supply Wells 28W, 31 W, and 33W, City of Boca Raton, FL. Mr. Magenheimer served as the resident project manager for design and bidding phases and served as lead hydrologist for the final design of the three new Biscayne Aquifer raw water production wells; and approximately 9,000 linear feet of 12-, 14-, and 18-inch raw water piping, including associated electrical, instrumentation, and site improvements for the City. This project was completed on -time and on -budget. Project Manager, West Wellfield Improvements, City of Deerfield Beach, Broward County, FL. As part of a 4-mgd water treatment plant expansion, Mr. Magenheimer provided project management and hydrogeological support services related to the development of two karst Biscayne aquifer and one 1,400-foot deep Floridan aquifer municipal production wells. Services provided included evaluation of lithologic, geophysical, and well test data and the selection of final production intervals. Hydrogeologist, Wellfield Rehabilitation at South County Water Treatment Plant, Indian River County, FL. This project involved the collection and evaluation of data, providing the client with well improvement alternatives, and implemented the alternative selected by the client. Mr. Magenheimer provided technical support throughout the rehabilitation process, assisting with the evaluation of test data on the plant's six 500-foot deep production wells, chemical treatment evaluation, instrumentation reconfiguration, reaming and well abandonment activities, logging, and bacteriological testing. Project Manager, Grant Street Waste Reclamation Facility Replacement Monitor Well Design/Bidding, City of Melbourne, FL. This project included engineering design, permit, and bid phase services, for two replacement monitor wells (900 and 1,400 feet deep) and plugging and abandonment of the existing monitor wells at the Grant Street. Mr. Magenheimer was responsible for the overall design conceptualization and the coordination of the civil, mechanical, electrical, structural, and instrumentation design team. Under the scope of services, plans and specifications were developed and successfully bid and permitted. Hydrogeologist, Grant Street Wastewater Treatment Plant Injection Well System Confinement Analysis, City of Melbourne, FL. As part of a regulatory order, the City of Melbourne was required to evaluate data from their Grant Street UIC facility to determine the cause of anomalous monitoring data occurring. Serving in a technical support role, Mr. Magenheimer analyzed construction, hydrogeologic, and mechanical integrity data to determine if upward migration of effluent was occurring. Based on this analysis, it was determined that the monitoring wells had lost mechanical integrity and required replacement. Project Manager and Hydrogeologist, South Beaches Water Reclamation Facility Injection Well No. 1 Confinement Analysis, System Performance Report, and Monitor Well Plugging and Abandonment, Brevard County, FL. As part of a regulatory order, Brevard County was required to evaluate data from their South Beaches facility to determine if a rule violation was occurring. Serving both in project management and technical roles, Mr. Magenheimer's major accomplishment is this project was the identification of a system design flaw in the original injection well system construction. Remedial construction was proposed and approved by the regulatory agency, performed, and the system was brought back into compliance. By accomplishing this, the Department and its ratepayers saved approximately $10M (net) that they did not have to spend on wastewater treatment upgrades. Mr. Magenheimer accomplished this by performing a construction, hydrogeologic, and mechanical integrity analysis to determine if upward migration of effluent was occurring. S � th Collier County, Florida I Solicitation 19-7583 1 Design Services for the NESA Wellfield 1-8 Lee P. Wiseman, PE, BCEE Technical Advisor Water resources engineer with more than three decades of permitting experience, including WUP support for the County's Wellfield program. Years of Exp. 33Years Office Location Maitland, FL Education MS — Environmental Engineering BS — Microbiology Registration Professional Engineer (FL) Technical Advisor, Livingston Road IQ Water Aquifer and Storage Recovery (ASR) System — Well Below the Underground Source of Drinking Water (USDW) Phases 1 and 2, Collier County, FL. Mr. Wiseman served as a technical advisor for the design, permitting, and construction of the deepening of the ASR-1 well and the new ASR-2 well. He was responsible for overseeing the design team, leading permitting activities, and coordinating with the client and regulatory agencies. Technical Advisor, Collier County Water Use Permitting (WUP) Support, Collier County, FL. CDM Smith oversaw the multi -year permitting process to modify Collier County's existing WUP for additional freshwater allocation. Mr. Wiseman served as a technical advisor to document the justification for the permit increase, perform field testing of the County's wellfield, develop groundwater modeling to support the permit request and negotiate an agreement with the South Florida Water Management District (SFWMD) on the issued permit. After nearly three years of work, the County was issued the requested allocation increase, which is anticipated to save the County approximately $145M over the next 20 years. Technical Advisor, Irrigation Quality Water (Supplemental Supply) Wellfield Rehabilitation, Collier County, FL. In order to increase system reliability, meet current and projected demands, and reduce the amount of irrigation quality (IQ) water that cannot be used due to seasonal fluctuations in demand, CCPUD hired CDM Smith to perform an evaluation of two supplemental IQ water wellfields. We reviewed historic operational data, results of regularly performed step pumping rate drawdown tests, previous rehabilitation reports, and video logs of the wells. Based on its review, CDM Smith prepared a memorandum summarizing its findings and recommending rehabilitation activities to increase wellfield capacity. CCPUD authorized CDM Smith to prepare bid specifications for the rehabilitation work and to provide construction phase engineering services including field oversight of the work. Following completion of the rehabilitation work, we worked with CCPUD to evaluate the increased capacity delivered by the rehabilitations. Mr. Wiseman served as a technical advisor for this project. Technical Advisor, Irrigation Water/Raw Water Interconnect Conceptual Design, Collier County, FL. CDM Smith is providing services to Collier County for the study, design, permitting, bidding, and construction phase services for a connection between their irrigation and raw water systems. Mr. Wiseman served as a technical advisor for the feasibility study and conceptual (10 percent) design of the final water connection. Lead Hydrogeologist, Main Street Well No.15, JEA, Jacksonville, FL. JEA selected CDM Smith to provide engineering design, permitting, and observe testing and oversee construction for Main Street Well No. 15. This project involved the design of a 20-inch diameter Lower Floridan Aquifer (LFA) production well, Variable Frequency Drive (VFD) motor -driven vertical turbine pump, well header with associated valves/fittings, civil improvements, electrical, instrumentation and control (I&C) equipment, and raw water main to connect the new well to the existing raw water main stub -out location. Mr. Wiseman worked with the design team preparing plans and specifications for well design and providing technical reviews at key milestones. Through CDM Smith's project methodology to drill the well first and design and install the wellhead mechanical second, our team completed project design of Part 1 in only two months and Part 2 in only four additional months —ahead of total project design schedule, saving JEA both time and money. Hydrogeological/Water Resources Engineer/Technical Reviewer, Well No. 6A, JEA, Jacksonville, FL. CDM Smith was retained by JEA to provide design, permitting, bidding, and engineering services during construction for Main Street Well No. 6A. In order to further expedite procurement of a well -drilling Contractor, the design, permitting, bidding, and engineering services during the construction of Main Street Well No. 6A was divided into two parts. Mr. Wiseman provided senior level hydrogeological and water resources technical review during this project. S � th Collier County, Florida I Solicitation 19-7583 1 Design Services for the NESA Wellfield 1-9 Lee P. Wiseman, PE, BCEE I Technical Advisor Hydrogeological/Water Resources Engineer/Technical Reviewer, Well No. 14, JEA, Jacksonville, FL. CDM Smith completed the design, permitting, observed testing, and is overseeing construction for the JEA Main Street Well No.14 production well. This project will also involve the design of approximately 1,000 linear feet (If) of raw water main to connect to the new well to the existing wellfield, and a well testing plan for the St. Johns River Water Management District (SJRWMD) consumptive use permit (CUP) modification. For this project, Mr. Wiseman has served as lead hydrogeological/water resources engineer as well as technical reviewer for key design milestones, including 30, 60, 90 percent, and final plans and specs. Hydrogeological/Water Resources Engineer/Technical Reviewer, West Nassau Regional WTP Phase 1 B Expansion Production Well No. 2, JEA, Jacksonville, FL. The project included an alternative well design. The well was designed with an open borehole in both the Upper Floridan Aquifer (UFA) and LFA; however, if sulfides were of higher concentration in the UFA, the alternative design would allow for casing off the UFA and only having water production come from the LFA. This project included a unique approach for assessing water quality. Mr. Wiseman served as lead hydrogeological/water resources engineer and provided technical review for the design and specifications for Production Well No. 2 at the West Nassau Regional WTP. Technical Reviewer, Inlet Beach Well No. 1 Evaluation and Rehabilitation, St. Johns County Utility Department (SJCUD), FL. Mr. Wiseman served as a technical reviewer for SJCUD's project involving a production well at Inlet Beach water treatment plant (WTP) that was shut down due to pumping excessive sand. CDM Smith discovered several holes in the 10-inch casing with no evidence of grout behind the casing at the holes. Due to County budget constraints, we were requested to develop an innovative cost-effective solution to rehabilitate the well. CDM Smith proposed lining the well with a 12 inch by 8-inch casing using permanent swell packers around the 8-inch casing. We determined that the lined well was able to maintain the required production yield and potentially able to utilize the existing pump and motor. Technical Reviewer/Lead Practitioner, Design and Construction of One Lower Floridan Aquifer Production Well, City of Winter Garden, FL. The City is expanding their water supply with a 16-inch diameter three million - gallons -per -day (mgd) 1,500-feet-deep Lower Floridan Aquifer production well at one of their water treatment facilities. Mr. Wiseman served as a technical reviewer and also as the lead practitioner for the design and the construction oversight for the LFA production well. He was also involved in the design and permitting of LFA Well 6. The well is currently under construction. Senior Project Engineer, Upper Floridan Aquifer Production Well Rehabilitation, City of Melbourne, FL. Mr. Wiseman was a technical reviewer for the rehabilitation of four Upper Floridan Aquifer (UFA) production wells. The UFA contains brackish water in south Brevard County and the water is treated using a low-pressure reverse osmosis (LPRO) process. Since about 2009, the City has experienced diminished capacity and/or water quality (sand and sediment issues) in each of the four production wells, resulting in two of the wells being taken out of service (Well Nos. 3A and 4). Operational complications and concerns with the remaining two wells, Well Nos.1 and 2, led the City to initiate rehabilitation activities in order to maintain sufficient flow to the WTP. This work included a review of historical data, the development of project scope, and procurement of a qualified well -drilling Contractor to conduct testing, including geophysical and video logging, water quality evaluation and well rehabilitation, and disinfection and initial development. CDM Smith provided technical supervision of field activities and hydrogeologic interpretations. We successfully completed evaluation and rehabilitation activities in November 2012. Senior Project Engineer, Water Supply Development Program, SJCUD, St. Johns County, FL. Mr. Wiseman was a senior project engineer helping to meet the long- term water supply needs of St. Johns County. He was involved with the alternative water supply (AWS) study that recommended pumping from the Floridan aquifer and treating the water with a LPRO process. Mr. Wiseman helped the County obtain a 20-year CUP for two Floridan Aquifer wellfields. He designed the exploratory well and aquifer testing programs in support of the Floridan Aquifer wellfield design at the CR-214 and northwest WTPs. Mr. Wiseman is also the engineer -of -record (EOR) for the expansion of the Tillman Ridge and northwest Floridan aquifer wellfields. Senior Project Engineer, 20-Year Water Use Permit (WUP) Groundwater Modeling, JEA, Jacksonville, FL. Mr. Wiseman was responsible for the application of the St. Johns River Water Management District's (SJRWMD) northeast Florida MODLFOW to evaluate the impacts of pumping JEA's Floridan aquifer wellfields and other water users in northeast Florida on wetlands, lakes, springs, and rivers. This modeling was used to support JEA's proposed 20-year water use allocation. S N th Collier County, Florida I Solicitation 19-7583 1 Design Services for the NESA WeIlfield 1-10 Carl S. Frizzell, PhD, PE Technical Advisor National hydraulic expert with demonstrated water supply and distribution hydraulic modeling experience. Years of Exp. 16Years Office Location Knoxville,TN Education PhD — Civil Engineering Registration Professional Engineer (FL, GA) Hydraulic Engineer, WTP Permitting, Design, and Services During Construction, City of St. Augustine, FL. CDM Smith assisted the City of St. Augustine in expanding and upgrading their lime softening WTP to provide a dual process plant that is rated at 4.5 mgd finished water capacity for lime softened water and a low pressure reverse osmosis (LPRO) membrane facility rated at 2 mgd. CDM Smith modified the City's Consumptive Use Permit (CUP) to increase withdrawals from the Upper Floridan Aquifer (UFA) and installed three new UFA wells to supply the new membrane facility. CDM Smith completed NPDES and ERP Permitting activities for a new outfall from the WTP membrane facility to the San Sebastian River. Permitting activities included a field sampling program, biological studies, bioassay testing, mixing zone analysis, and diffuser design. Dr. Frizzell assisted the project team with the hydraulic evaluation and pump selection. Technical Advisor, Southwest WTP Ozone Improvements Project, Orlando Utilities Commission (OUC), Orlando, FL. The Southwest WTP Ozone Improvements Project is the first of seven WTPs to convert the ozone dissolution system from fine - bubble diffusion to a sidestream injection system. This eliminates the need for confined -space entry for maintenance purposes on the diffusers. This project includes modifications for: ozone generators, sidestream injection system, ozone destruct systems, electrical systems, logical controls, well pump design/hydraulics, and yard piping. Dr. Frizzell is providing QA/QC for this project. Project Engineer, Seacoast Hood Road WTP and Raw Water Booster Pump Stations, Palm Beach Gardens, FL. Dr. Frizzell performed the hydraulic analysis and pump station design for the new membrane WTP. He analyzed and designed the wellfield raw water booster pumps at the three wellfields, membrane feed pumps, concentrate disposal pumps, and high service pumps. He also performed a detailed hydraulic analysis and profile to determine if under peak flow conditions gravity flow would be possible from the clear well to a series of multiple ground storage tanks that eliminated the need for a transfer pump station. Project Manager, Northern Wellfield Conceptual Design, Emerald Coast Utilities Authority (ECUA), Pensacola, FL. Dr. Frizzell served as project manager for this project. He also completed the conceptual hydraulic analysis for the wellfield piping, transmission piping, high service pump station, booster pump stations, and well pumps for the three sites considered in the report. He was also responsible for coordination with the conceptual ground water modeling and the overall conceptual cost estimates for the three alternate well field sites. Project Manager, Wellfield Transmission Main Pressure Sustaining Valve, City of Quincy, FL. Dr. Frizzell performed project management for both the design and construction phase of this project. He also aided in the design, permitting and bidding of the pressure -sustaining valve on the Quincy Wellfield Transmission Main, which is operated by the City of Quincy. Initially, Dr. Frizzell and other project team members directly worked with Quincy's consulting engineer to determine the best methodology for both municipalities to allow a fully -utilized wellfield transmission main interconnection and BPS. Mechanical Engineer, West Nassau Regional WTP Phase 1 B Expansion, JEA, Jacksonville, FL. As mechanical engineer, Dr. Frizzell provided pump selections for the design of the West Nassau Regional WTP Phase 1 B project located in Nassau County. The project includes demolition of existing facilities, a new 0.75 MG ground storage tank, pre-engineered metal building housing high service pumps, sodium hypochlorite feed facility, emergency generator with fuel tank, stormwater conveyance and disposal system, entrance road, paved areas for parking, and chemical delivery. The design also includes the installation of new 2,500-gpm Lower Floridan production well and associated piping, valves, and appurtenances. Smith Collier County, Florida I Solicitation 19-7583 1 Design Services for the NESA Wellfield 1-11 Carl S. Frizzell, PhD, PE I Technical Advisor Pump Expert, North Fork and Mills River Water Supply Program, City of Asheville, NC. The program required fast -track design and construction of major facility improvements, as well as implementation of a multi- faceted program to conserve the Authority's high -quality water supply. The four components of Phase I included the North Fork WTP upgrade and expansion from 25 to 31 mgd, design of a new 36-mgd East Asheville Booster Pump Station, design of five miles of new 24-inch diameter water transmission pipeline, and a new SCADA system. Dr. Frizzell was a pump expert for the evaluation of water supply alternatives, led the water quality bench -scale and pilot testing efforts, and was involved in the preliminary design of dam diversion structures and intakes. Phase 11 involved the design of the new Mills River Regional 7.5-mgd WTP, which is a completely new 5-mgd WTP, designed for readily expanding to 30 mgd. This plant includes a new intake, raw water storage reservoir, raw and finished water pumps, ozonation, rapid mixing/flocculation, sedimentation, filtration, maintenance, administration and laboratory facilities, chemical storage and feed, and residuals facilities. Project Engineer, South Anderson Water Supply Intake Pump Station, City of Anderson, SC. Dr. Frizzell served as the project engineer for the new 10 mgd raw water pump station and intake that is expandable to 24 mgd. He completed the hydraulic analysis for the new 10 mgd raw water raw water pump station and designed the pump station intake wet well. He performed oversight of the physical model study of the intake wet well and designed the recommended modifications recommend from the physical model study. Dr. Frizzell also aided in the design of the required pre -lubrication system for the four vertical turbine line shaft pumps. Project Engineer, Kingsport Raw Water Intake Improvements, City of Kingsport, TN. Dr. Frizzell served as the project engineer during preliminary and final design of the new 36 mgd raw water pump station and raw water tunnel. He completed the hydraulic analysis that evaluated two alternative pump station concepts. Dr. Frizzell then led the process mechanical design for the selected alternative during the final design phase, which included design of a new raw water pump station at the water treatment plant and a new 1,100 linear feet raw water tunnel. The pump station consist of a bottom suction can design, where four vertical turbine pumps operate in the new raw water tunnel. Lead Engineer, Potable Water Production Regionalization Study, Polk County, FL. Dr. Frizzell was the lead engineer for the CRUSA Regionalization Study. The objective of the project was to evaluate three regionalization alternatives to an alternative based on the recommendations from a previous study to determine how best to meet currently projected water demands and provide needed water supply and system operational needs throughout the planning period (2031). Dr. Frizzell served as lead engineer for the hydraulic modeling that compared three regional system alternatives to an alternative based on a previous master plan. Project Engineer, Savannah Raw Water Storage Impoundment, City of Savannah, GA. Dr. Frizzell served as the project engineer during preliminary and final design of the new 62 mgd raw water transfer pump station from the new impoundment to the City of Savannah water treatment plant. He completed the hydraulic analysis for the new 62 mgd raw water transfer pump station and the impact and modifications need to the existing raw water intake pump station. Dr. Frizzell then led the process mechanical design for the new transfer pump station using vertical solids handling can pumps. Project Engineer, Mark B. Whittaker WTP Low Head Pump Station, City of Knoxville, TN. Dr. Frizzell served as the project engineer during preliminary and final design of the new 70 mgd raw water low head pump station. He completed the hydraulic analysis that evaluated three alternative pump station concepts. The selected alternative used submersible solids handling wet pit pumps and a new valve and electrical building. He then led the process mechanical design for the selected alternative during the final design phase and continued as the process mechanical lead for services during construction. Project Engineer, Western Cary Elevated Tank and Booster Pump Station, Town of Cary, NC. Dr. Frizzell served as the project engineer in modifying theTown's pressure zones to provide improved water service for its customers. The project includes a hydraulic model evaluation and vulnerability assessment to determine what improvements are required to accommodate the pressure zone change, followed by design, permitting, bidding, and construction management services for those improvements. Project Engineer, Loudoun Water WTP and FWT, Loudoun County, VA. Dr. Frizzell performed the hydraulic analysis and design of the new 20 mgd (expandable to 40 mgd) finished water pump station (vertical turbine can pumps) and backwash pump station (vertical turbine can pumps) for Loudoun Water's new 20 mgd water treatment plant. Dr. Frizzell also aided in the hydraulic analysis in design for the plant residual pump stations and the on -site 3-mgd sanitary dry pit pump station. S � `h Collier County, Florida I Solicitation 19-7583 1 Design Services for the NESA Wellfield 1-12 Jason M. Mills, PG Technical Advisor Experience includes 15 production wells, three Class V wells, and five Class I well systems, including permitting for Collier County's wellfield. Years of Exp. 25Years Office Location Maitland, FL Education BS — Geology Registration Professional Geologist (FL, GA) Senior Geologist, Irrigation Quality Water (Supplemental Supply) Wellfield Rehabilitation, Collier County, FL. In order to increase system reliability, meet current and projected demands, and reduce the amount of irrigation quality (IQ) water that cannot be used due to seasonal fluctuations in demand, Collier County Public Utilities Division (CCPUD) hired CDM Smith to perform an evaluation of two supplemental IQ water wellfields. CDM Smith reviewed historic operational data, results of regularly performed step pumping rate drawdown tests, previous rehabilitation reports, and video logs of the wells. Based on its review, CDM Smith prepared a memorandum summarizing its findings and recommending rehabilitation activities to increase wellfield capacity. CCPUD authorized CDM Smith to prepare bid specifications for the rehabilitation work and to provide construction phase engineering services including field oversight of the work. Following completion of the rehabilitation work, CDM Smith worked with CCPUD to evaluate the increased capacity delivered by the rehabilitations. As senior geologist, Mr. Mills authored the memo recommending and outlining the rehabilitation work and provided technical support during the rehabilitations. Senior Project Geologist, Permitting, Design and Construction for New Production Wells No.14, No. 15, and Replacement Well No. 6A, JEA, Jacksonville, FL. Mr. Mills provided professional hydrogeological services to assist JEA in the permitting, design, and construction of production wells 6A,14, and 15 for the Main Street wellfield. Mr. Mills authored the drilling and testing plans for Well No.14, which was a critical requirement in obtaining a modification by letter to JEA's Consumptive Use Permit (CUP). In addition, the drilling and testing plan was also used as a "go-by"document for Wells No. 6A and No. 15. His project involvement included the design for well construction and bid documents for each well to meet the identified production requirements of 2,500 gpm. Wells 14 and 6A have been completed and are in service. Well No. 15 has been designed, bid, and is in the construction phase. Mr. Mills has provided troubleshooting during drilling and testing, management of field geologists and oversight during key well construction and testing, such as review of lithology from drill cuttings, geophysical logging, and step drawdown testing. Senior Project Geologist, Upper Floridan Aquifer (UFA) Test Well, St. Lucie County, FL. Mr. Mills is serving as the senior project geologist for the design, bidding, construction services, and testing for a test production well at the North County Regional Utility Site. This site will be the location of a future Water Treatment Plant (WTP) and Wastewater Treatment Plant (WWTP), which is being preceded by the installation of this test production well into the Upper Floridan Aquifer. The planned well will serve to obtain hydrogeological data specific to the proposed WTP site for future consideration. The well has been successfully constructed and the water quality and yield have been determined by Mr. Mills and others suitable for wellfield development. Lead Hydrogeologist, Inlet Beach Well No.1 Evaluation and Rehabilitation, St. Johns County, FL. Mr. Mills served as lead hydrogeologist for St. Johns County Utility Department's (SJCUDs) project involving a production well at the Inlet Beach WTP that was shut down due to pumping excessive sand. Video and geophysical surveys were conducted to investigate the source of sand. CDM Smith discovered several holes in the 10-inch casing with no evidence of grout behind the casing at the holes. Due to County budget constraints, CDM Smith was requested to develop an innovative, cost-effective solution to rehabilitate the well. CDM Smith proposed lining the well with a 12-inch by 8-inch casing using permanent swell packers around the 8-inch casing. The well was rejuvenated with over -drilling and achieved desired flow rate after the liner was installed. A new wellhead and pump were designed. A variance to well construction permit was obtained and design and construction of the rehabilitation/modification of the well is ongoing. This innovative approach to production well rehabilitation saved SJCUD over $250,000 by not having to abandon the existing well and replace it with a new one. For this project, Mr. Mills developed the methodology for well rehabilitation and design of the liner. He also helped the County get their variance permit with St. Johns River Water Management District (SJRWMD). S � th Collier County, Florida I Solicitation 19-7583 1 Design Services for the NESA Wellfield 1-13 Jason M. Mills, PG I Technical Advisor Senior Project Geologist, Water Supply Development of South Miami Heights WTP, Miami -Dade Water and Sewer Department (WASD), Miami -Dade County, FL. As part of an alternative water supply initiative included as a condition of WASD's 20-year Water Use Permit, WASD will supply the South Miami Heights (SMH) WTP with 23.3 million gallons per day of raw brackish water from a proposed UFA wellfield. Mr. Mills was the lead senior professional geologists overseeing the hydrogeological services provided for the development and execution of a comprehensive hydrogeologic test program for the evaluation of potential yield and quality of groundwater from the UFA. The evaluation provided the preliminary design bases for the design of a brackish water treatment plant and associated wellfield to be constructed at the SMH site. The project involved installing three spatially representative UFA test production wells, a continuous core boring to over 1,600 feet, conducting extensive testing including four long-term (30-day) UFA aquifer performance tests (APTs) and the drilling and testing of a Class V exploratory well and associated dual zone monitor well (DZMW) for verification of a suitable zone for the disposal of concentrate from the LPRO process. Mr. Mills was the lead technical consultant for this multi -tasked project (with a combined contract value >$20M) directing all field tasks for drilling and testing. Four drill rigs, drilling simultaneously, with a fluid management system costing over $1.8M were required for this 24/7 hr project. Mr. Mills provided review of all generated data, directed the field drilling and testing program, managed field staff, interfaced directly on a weekly basis with FDEP, maintaining reporting project status and testing results for regulatory compliance. Design documents for the implementation of the drilling and testing of the wells and corehole were drafted in April 2014. The field activities of the test program began in August 2015 and completed in April 2017. This project was selected as the recipient of the National Ground Water Association (NGWA) Outstanding Groundwater Supply Project Award for 2017. This award is presented to projects which display outstanding science, engineering, and innovation in providing groundwater to an intended end -use. Senior Project Geologist, Evaluation of JEWs Main Street Wellfield and Rehabilitation/Replacement of Production Wells 6, 7, 8, and 12, JEA, Jacksonville, FL. The Main Street potable water wells are some of JEA's oldest production wells and have been in service for over 45 years. Mr. Mills provided professional hydrogeological services associated with the evaluation, inspection, and development of rehabilitation, abandonment, and replacement of wells Nos. 6, 7, 8, and 12. His project involvement included the review of construction records and monitoring data, video logging, static and dynamic geophysical logging, water quality data, comparing historical and current specific capacities and the development of potential scenarios for well rehabilitation, abandonment and replacement including replacement of the pumps and construction documents to meet identified production requirements for the Main Street wellfield. This evaluation has served as a catalyst for expediting rehabilitation and new well construction in the JEA Main Street Wellfield. Senior Project Geologist, Design and Construction of One Lower Floridan Aquifer Production Well, City of Winter Garden, FL. The City of Winter Garden expanded their water supply with a 16-inch diameter 3 mgd 1,500 feet deep Lower Floridan Aquifer (LFA) production well at one of their water treatment facilities. Mr. Mills served as the project geologist and provided the hydrogeological evaluation, well construction design, and drilling and testing specifications. The project was bid in January 2014, with construction immediately following. Mr. Mills provided bidding services and well construction oversight. Senior Project Geologist, Design and Construction of Site 2 Monitoring Wells, JEA, Jacksonville, FL. Four new aquifer monitoring wells (one surficial aquifer, one intermediate aquifer, one UFA, and LFA well) were required to be installed as part of the long-term monitoring plan required by Condition #26 ofJEA's 20-year water use permit. Mr. Mills provided well construction design details based on research and knowledge of local hydrogeology, authored and provided JEA and SJRWMD a work plan for the construction, testing, and sampling of the proposed Site 2 monitoring wells, and provided senior oversight of construction and final report writing. Wellfield Expansion and Rehabilitation, Project Geologist, City of St. Augustine, FL. Mr. Mills served as the project geologist for the drilling, design of the well sites and wellhead piping and appurtenances, permitting, and construction of three new 1,500-gpm UFA wells. The design also included a pump house for each well and one emergency backup generator. Mr. Mills developed the drilling and testing plan and oversaw the well construction coordinating installation of two of the production wells simultaneously. He also served as the project geologist for the evaluation of the existing City's wellfield with the goal of identifying the wells in need of rehabilitation and abandonment. Several UFA and LFA wells had at least 20 years of service and were known to have questionable water quality and/or low production rates. Mr. Mills provided the abandonment plan for the surficial aquifer production wells which required an alternative abandonment method due to the wells being constructed with open gravel packs. S � th Collier County, Florida I Solicitation 19-7583 1 Design Services for the NESA Wellfield 1-14 Andrew J. Ryan, PG Hydrogeology/Well Design; Construction Oversight Experience leading field efforts for well installation and oversight projects Years of Exp. 7 Years Office Location Maitland, FL Education BS — Geosciences Registration Professional Geologist (FL) Project Geologist, Wells Project, Florida Department of Environmental Protection (FDEP), Lee and Collier County, FL. Mr. Ryan was responsible for overseeing construction and borehole logging of the construction wells, coordination with City and County officials in the field, and compiling final report maps, logs, and figures through the use of ArcGIS and gINT. Project Geologist, Main Street Well No.14, JEA, Jacksonville, FL. Mr. Ryan was responsible for client interaction, drilling oversight, construction management, lithologic logging, groundwater sampling, report preparation, and Aquifer Performance testing (APT) as required by the St. John's River Water Management District (SJRWMD). Project Geologist, Main Street Well No. 6A, JEA, Jacksonville, FL. CDM Smith was retained by JEA to provide design, permitting, bidding, and engineering services during construction for Main Street Well No. 6A. In order to further expedite procurement of a well -drilling Contractor, the design, permitting, bidding, and engineering services during the construction of Main Street Well No. 6A was divided into two parts. Mr. Ryan served as project geologist for this project. Project Geologist, West Nassau WTP Phase 1 B Expansion, JEA, Jacksonville, FL. At the request of JEA, this project was performed in two parts: Part 1 — Production Well Drilling, Raw Water Pipeline, and Water Quality Sampling and Part 2 — WTP Expansion and Well No. 2 Mechanical Design. Part 1 of this project involved design, permitting, and engineering services during construction for a new 2,500 gpm capacity Lower Floridan Production Well (Production Well No. 2) including a new large diameter raw water pipeline tying into existing JEA raw water infrastructure. Mr. Ryan served as project geologist throughout Part 1 of the West Nassau Regional WTP expansion project. Project Geologist, Upper Floridan Aquifer (UFA) Test Well, St. Lucie County, FL. Mr. Ryan provided as -needed geology services for the design, bidding, construction services, and testing for a test production well at the North County Regional Utility Site. This site will be the location of a future WTP and WWTP, which was preceded by the installation of this test production well into the UFA. The well served to obtain hydrogeological data specific to the proposed WTP site for future consideration. The well was successfully constructed and the water quality and yield was determined suitable for wellfield development. Project Geologist, South Miami Heights WTP Design -Build -Operate -Finance, Miami -Dade Water and Sewer Department (WASD), Miami -Dade County, FL. Mr. Ryan served on the team providing hydrogeological services and construction oversight (RPR) associated with the construction of three UFA test production wells and one continuous core well for the evaluation of potential yield and quality of groundwater from the UFA at the proposed South Miami Heights wellfield. Project Geologist, Continuing Wellfield Rehabilitation Services, City of Boca Raton, FL. CDM Smith has assisted the City with ongoing maintenance, rehabilitation, and optimization efforts at the City's production wellfields. Mr. Ryan has assisted with as -needed technical expert services. Projects under this contract have been completed on -time and on -budget. Project Geologist, Trail Ridge Landfill Expansion, City of Jacksonville, FL. CDM Smith worked with the City of Jacksonville to expand its Trail Ridge Landfill (TRLF) by approximately 280 acres, extending the landfill life by an estimated 26 years. The planned expansion consists of nine additional phases (Phases 6 — 14) that are to be constructed as demand requires. Mr. Ryan was responsible for providing feedback and guidance during monitoring well installation in regards to FDEP well construction and sampling guidelines. Project Geologist, Rockwell Site, Orlando, FL. Mr. Ryan helped coordinate drilling operations and field supervision, collected and interpreted data, assisted in borehole logging of well construction, and performed general operation and maintenance site work such as injection well rehabilitation. He was also part of the bi-monthly low flow sampling events following standard Florida operating procedures concerning groundwater. S � th Collier County, Florida I Solicitation 19-7583 1 Design Services for the NESA Wellfield 1-15 Andrew J. Ryan, PG I Hydrogeology/Well Design; Construction Oversight Project Geologist, Production Well Abandonment, JEA, FL. Mr. Ryan was responsible for oversight, project management, and reporting activities related to the abandonment of more than 30 former city water production wells. As part of the abandonment activities, he coordinated with several clients while simultaneously running field activities on a day-to-day basis. Additionally, Mr. Ryan provided project communication and reporting at close. Project Geologist, Assessment and Remediation of City Wellfield, St. John's County Utilities Department, FL. Mr. Ryan was responsible, as the field representative, for the assessment and remediation of the City wellfield. He assisted with field mobilization efforts, geophysical logging, remediation by acidification, and general oversight, as well as client interaction. Project Geologist, Geological Services, City of Winter Garden, FL. Mr. Ryan was responsible for drilling oversight, lithologic logging, groundwater sampling, and aquifer pumping testing (APT) as required by the Water Management District. Project Geologist, Supply Wells and Remediation of Previously Installed Wells, City of Valdosta, GA. Mr. Ryan was the field representative during the construction of new City supply wells and the remediation of previously installed wells. He assisted with oversight, borehole logging, and well installation efforts, along with geophysical logging, assessment, and remediation for previously installed wells, as well as Aquifer Performance Testing at project close. Project Geologist, Porter Cable Site, Jackson, TN. Prior to his time with CDM Smith, Mr. Ryan was responsible for oversight of injection activities as part of the ongoing Rockwell/Porter Cable remediation activities in Jackson, TN. He coordinated drilling and injections while providing daily project reports. Project Geologist, Shuron, Barnwell, SC. Mr. Ryan was responsible for overseeing injection activities as part of the ongoing Shuron bioremediation project. As part of the injection activities, he worked on injecting a mixture of lactate and bicarbonate at optimal ratios. Additionally, Mr. Ryan assisted in collecting and interpreting data, and sampling (according to standard operating procedures) for volatile organic compounds (VOCs).This was completed while with a previous employer. Project Geologist, W.F. Taylor, Dalton, GA. Prior to CDM Smith, Mr. Ryan was responsible for conducting pressure testing on recently installed surficial aquifer injection wells to confirm proper well installation. He was also responsible for overseeing and coordinating the project drillers. Additionally, he oversaw and ran lactate injections using a portable injection manifold. Project Geologist, SERGC Project, City of Rockford, IL. Mr. Ryan was responsible for drilling oversight, soil testing using a PID, and acted as the field representative during well installation. Additionally, he created the report final boring logs and maps (using gINT, ArcGIS, and CAD) for delivery to the client. Project Geologist, Starvation Slough Wetland Reserve Plan of Operations, National Resources Conservation Service (NRCS) and United States Army Corps of Engineers (USACE), Okeechobee, FL. Mr. Ryan conducted field surveys to aide in soil and vegetation delineation at various NRCS sites around Lake Okeechobee as part of a four -man team. His role on the team consisted of soil identifications. Project Geologist, Environmental Services, Hillsborough County Aviation Authority, Tampa, FL. Mr. Ryan was responsible for conducting groundwater sampling according to Florida standard operating procedures (SOPS). Project Geologist, Continuing Environmental Services Contract, Jacksonville Aviation Authority (JAA), Jacksonville, FL. Since 2010, CDM Smith has been the general environmental consultant for JAA. Mr. Ryan was responsible for leading field efforts and coordinating with drillers to obtain various surficial soil samples around Cecil Airport. Mr. Ryan conducted soil sampling in accordance with Florida SOPS. Project Geologist, HEMA Road Dump Site and Remedial Action Plan (RAP), City of Jacksonville, FL. Under a master services agreement, CDM Smith is conducting a site assessment in preparation for site closure at the 12-acre Hema Road Dump Site. The tasks included in the site assessment are intended to meet objectives of a Site Assessment specified in Chapter 62-780.600(3), F.A.C. The assessment includes two major tasks. These are the waste characterization/soil assessment and the groundwater assessment. Mr. Ryan provided limited help with geographic information system (GIS) and RAP preparation. Project Geologist, Trail Ridge Landfill, Environmental Resource Permitting, and Wetland Mitigation, City of Jacksonville, FL. For the required wetland mitigation, CDM Smith developed design sheets for the wetland creation areas for the Trail Ridge Landfill project. Mr. Ryan was responsible for water quality sampling and provided feedback on the design and implementation of a groundwater monitoring event. S � th Collier County, Florida I Solicitation 19-7583 1 Design Services for the NESA Wellfield 1-16 Water Science Associates RAW John, P.G., PMP Hydrogeology/Well Design Education Mr. Rahul John is an experienced Senior Hydrogeologist and a Project Manager who has supervised several regional and sub -regional multidisciplinary projects MS, Hydrogeology, involving hydrologic and hydrogeologic investigation, ground water modeling, University of water quality studies and geostatistical analysis. Mr. John has designed, Wisconsin- Madison, 2005 permitted and overseen the construction of numerous production and deep injections wells in Southwest Florida during the past decade. Mr. John is also MS, Geology, an experienced groundwater modeler who has developed several regional scale University of New models using the state-of-the-art modeling codes. As a certified Project Orleans, 2002 Management Professional, Mr.John has successfully managed several projects with costs ranging over 3 million dollars. BS, Geology, University of Calicut, India, 1998 Groundwater Modeling Registration Lead Computer Modeler— Simulation of the Marco Island Aquifer Storage and Professional Recovery (ASR) System, Florida. The primary objective of this modeling study Geologist: Florida was to evaluate whether the current ASR system at Marco Island can meet future water demand projections. The model was used to: 1) predict the current Certifications and future extent of the ASR "bubble" 2) estimate the pressure build-up in the ASR wells during future injection cycles, 3) simulate the changes in chloride Project concentrations in individual ASR wells during projected future cycles, and 4) Management estimate the water loss in the ASR formation due to mixing and "leakance" Professional (PMP) through the confining layers. Various scenarios were run to evaluate the Associations potential of the existing ASR wells (7 wells) to be able to store up to 1.3 billion gallons and recover approximately 0.9 billion gallons of fresh water. Additionally, Everglades the model was also used to evaluate the potential of an eight and a nine -well Geological Society system to recover up to 1.1 billion gallons of freshwater per year. National Lead Computer Modeler— Wheeler Mine Impact Evaluation, Florida. Mr.John Groundwater was the lead modeler in developing a groundwater model to assess the short - Association term and long-term impacts of a proposed mine (Wheeler Mine). The mine is located adjacent to wetlands and residences. Work elements included site Employment testing and groundwater modeling. Site testing was conducted to determine History shallow lithology, hydraulic coefficients of the aquifer of interest, dry and wet Cardno (2006— season water levels, and groundwater flow direction. The data obtained from site testing were utilized to develop and calibrate a groundwater flow model 2016) designed to simulate potential short-term and long-term impacts of the proposed WSA (2016 — mine on water level elevations, and how this might affect the nearby wetland Present) area and users. The model was used to address technical issues such as water losses and gains, mechanical means to provide hydraulic barriers to minimize on -site and off -site impacts, and changes to the baseline hydraulic gradient. Lead Computer Modeler — Naples Botanical Garden Water Resource Management, Florida. The objective of this project was to perform a hydrogeological assessment, including groundwater flow and solute transport modeling, in order to develop a system to supply fresh water required for irrigation at the Naples Botanical Garden, Naples, Florida. Because of the proximity of the project site to tidally influenced groundwater, the dissolved chloride concentrations varied significantly (both laterally and vertically) throughout the project site. Work elements included installation of test wells to determine the chloride distribution, lithology, and aquifer coefficients of interest at the site, and development of a calibrated groundwater model to aid in determining the optimal number, placement, design, and pumping rates of the production wells. The primary design criteria were to minimize lateral and vertical saline water intrusion in the water -table aquifer. Rahul John, P.G., PMP Water Supply Project Manager and Lead Hydrogeologist — Avon Park Production Well, Algenol, Florida. Mr.John was the project manager who oversaw the construction of a 1600-foot deep production well at the Algenol Biofuels facility, an innovative alternative fuel producer that uses hybrid algae to make ethanol from carbon dioxide, water and sunlight. The well was completed in the Avon Park formation and is currently serving as the primary raw water supply well for the ethanol producing bioreactors in the facility. Work elements included preparing Technical Specifications Lead Hydrogeologist— Long Term Aquifer Performance Test, Clewiston, Florida. This project involved a 5-day aquifer performance testing (APT) conducted in the Floridan Aquifer System to derive high confident hydraulic properties of the aquifer. A comprehensive analysis of the APT data was carried out. Harmonic fluctuations in water levels due to tidal influence were corrected and four curve -matching methods were used to derive the hydraulic coefficients. Skin effects, well efficiency, and anisotropy of the aquifer were calculated using various state-of-the-art methods. Project Manager — RO Wellfield Rehabilitation, City of Fort Myers, Florida. Mr. John oversaw rehabilitation of several RO wells for the City of Fort Myers. The City has an immediate need to boost their RO production by 1 MGD. Mr. John conducted a geophysical logging study and strategically back -plugged several of the inactive wells to minimize salt water intrusion. This helped the City put some of their inactive wells back online and meet their immediate needs. Mr. John also prepare technical specification for back -plugging and acidification which was circulated among driller for bidding. Project Manager — RO Wellfield Rehabilitation, Collier County, Florida. Mr. John oversaw the rehabilitation of 8 Lower Tamiami Aquifer RO wells for the Collier County's Golden Gate wellfield. Two slow rate acidification methods were employed to rehabilitate the wells, one method involved using diluted hydrochloric acid (HCI Method) and the other involved using a weak carbonic acid generated from dissolving gaseous CO2 (CO2 Method) into the feed water supply. Both methods create a mild acid that is designed to cause dissolution of calcium carbonate deposits in the open borehole of the well(s). Mr. John prepared Technical Specifications that the County used for solicitation of bids for the work. Work elements included conducting pre -specific capacity testing, pump removal, geophysical logging, acidification, purging and air developing, disinfection, reinstallation of pump, and post treatment specific capacity testing. Lead Hydrogeologist — Upper Floridan Aquifer RO Wells, Cape Coral, Florida. The project involved preparation of Technical Specifications for the construction of five UFA Reverse -Osmosis Supply Wells for the City of Cape Coral. The technical specifications outlined acceptable drilling methods, cementing procedures, equipment requirements and the type of geophysical logging and well testing required during construction. Additional Technical Specifications were also developed to rehabilitate the existing wells. The scope of work for rehabilitation included geophysical logging, back -plugging, acidification and testing. Project Hydrogeologist — RO Wellfield Expansion, Collier County, Florida. Mr. John started his consulting career in Southwest Florida as a Field Geologist overseeing the construction of several RO wells in Collier County, Florida. The wells were part of a 12-MGD RO expansion plan initiated by the County to bring up their potable production capacity to 20 MGD. Work elements included describing drill cuttings, profiling water quality during drilling, selected casing depths, and prepared well completion reports after the completion of the wells. Water Science Associates dire:. Christina M. Garcia-Alario Hydrology/Well Design; Construction Oversight; Permitting - DIW Has provided hydrogeological design, testing, and permitting services for numerous county treatment plant and wellfield/remote site projects. Years of Exp. 3Years Office Location Boca Raton, FL Education BA — Geology Hydrogeologist, Collier County Wellfield Reliability Improvements and Expansion Program, Collier County, FL. Ms. Garcia-Alario served as hydrogeologist for an 11-year contract with Collier County to initiate a new wellfield program. The program was a large-scale engineering and hydrogeological project to develop all raw water supply wellfields for the 240-square-mile service area. Ms. Garcia-Alario's responsibilities include hydrogeological design, testing, and various other design -related support services. Hydrogeologist, Golden Gate IW-1 MIT, Collier County, FL. Serving as a hydrogeologist, Ms. Garcia-Alario is providing hydrogeological services for MIT testing per Underground Injection Control (UIC) procedures for the on -site treatment plant injection well system. Her responsibilities include developing the MIT plan, monitoring field execution of tasks, and report preparation and submittal. Hydrogeologist, 1 0-Year Water Supply Facilities Work Plan, Collier County, FL. Ms. Garcia-Alario served as a hydrogeologist for the development of the Collier County 10-year water supply facilities work plan, which included data gathering and analysis and report preparation. Her responsibilities included assisting with analysis of population and water demand data and preparation of the final work plan for submittal to the Florida Department of Community Affairs (DCA). Hydrogeologist, Salinity Evaluation and Wellfield Annual Report, Collier County, FL. CDM Smith is performing a salinity evaluation and preparing the annual report for the wellfield. Ms. Garcia-Alario is serving as a hydrogeologist for the evaluation and annual report. Hydrogeologist, South County Regional Water Reclamation Facility (SCRWRF) IW-2 MIT, Collier County, FL. Serving as a hydrogeologist, Ms. Garcia-Alario is providing hydrogeological services for MIT testing per UIC procedures for the on -site reclamation facility injection well system. Her responsibilities include developing the MIT plan, monitoring field execution of tasks, and report preparation and submittal. Hydrogeologist, North Reverse Osmosis (NRO) 6 Rehabilitation Design and Construction Engineering and Inspection (CEI), Collier County, FL. Collier County owns and operates Well NRO 6, which feeds the North County Regional Water Treatment Plant (NCRWTP). The County had identified the need to rehabilitate the well and associated above ground appurtenances. CDM Smith provided services for the design, bidding, and construction oversight of the rehabilitation activities. Ms. Garcia-Alario served as the hydrogeologist for the design and CEI. Hydrogeologist, Livingston Road ASR 2 - Cycle Testing, Collier County, FL. CDM Smith provided support to Collier County during several cycles of their cycle testing program. Ms. Garcia-Alario is serving as a hydrogeologist for the cycle testing. Geologist (Technical Services), South Miami Heights (SMH) Water Treatment Plant Injection Well System and Upper Floridan Aquifer Test Production Well Program, Miami -Dade Water and Sewer Department (WASD), Miami -Dade County, FL. Ms. Garcia-Alario served on the team providing hydrogeological services and construction oversight (RPR) associated with the construction of three Upper Floridan Aquifer (UFA) test production wells and one continuous core well for the evaluation of potential yield and quality of groundwater from the UFA at the proposed South Miami Heights wellfield. The project also included the construction of a Class V deep exploratory well with an associated dual zone monitoring well, which is intended to be converted to a Class I Industrial injection well for the disposal of reverse osmosis concentrate. Her roles and responsibilities on the hydrogeology team included but were not limited to technical services such as field water quality collection and testing, lithologic collection and descriptions, analysis of water quality and hydraulic data, reviewing and interpretation of geophysical logs, construction oversight, administrative task management, and technical reporting. S � th Collier County, Florida I Solicitation 19-7583 I Design Services for the NESA Wellfield 1-17 Christina M. Garcia-Alario I Hydrology/Well Design; Construction Oversight; Permitting - DIW Geologist, Continuing Wellfield Rehabilitation Services, City of Boca Raton, FL. CDM Smith has assisted the City with ongoing maintenance, rehabilitation, and optimization efforts at the City's production wellfields. Serving as the technical lead, Ms. Garcia-Alario assists with quarterly data review and evaluation reports, as well as as -needed technical expert services. Projects under this contract have been completed on -time and on -budget. George T. Lohmeyer Regional WWTP Deep Injection Well Rehabilitation, City of Fort Lauderdale, FL. The City's five DIWs (in service for 40 years) were experiencing reduction in efficiency of 20 percent. After evaluation, we recommended the City brush the well casing and acidize the well bore hole to increase production back to the original peak performance, saving the City multiple millions of dollars from having to drill a new well. Additionally, over the years, CDM Smith has also conducted Mechanical Integrity Testing (MIT) every five years to satisfy regulatory requirements. Ms. Garcia-Alario provided geological support for the MIT's. Hydrogeologist, Grant Street WRF Injection Well MIT, City of Melbourne, FL. CDM Smith is providing services for the Grant Street WRF injection well MIT, which includes performing the observance and monitoring of the wellhead repair, MIT of the DIW, coordinating with well driller and regulatory agencies, and evaluating test data and preparing the final report. Ms. Garcia-Alario is providing hydrogeological services for this project. Hydrogeologist, East WTP Injection Well System Improvements, Professional Engineering Firm, Miramar, FL. As a subconsultant to another firm, CDM Smith provided a staff hydrogeologist to observe well construction and testing activities at the project site. Ms. Garcia-Alario documented the site construction and testing activities observed and provided these field records to the prime consultant. She also conducted other project related tasks, such as review of contractor submittals. Geology Intern, South District Waste Water Treatment Plant Plugging and Abandonment of Dual Zone Monitoring Wells, WASD, Miami -Dade County, FL. Prior to CDM Smith, Ms. Garcia-Alario worked as an assistant consultant for a project that required the abandonment of nine dual zone monitoring wells and 15 shallow monitoring wells at the South District Wastewater Treatment Plant in Miami -Dade County. Work consisted of project oversight of cement pumping and drafting of completion reports to the Florida Department of Environmental Protection (FDEP). Geology Intern, Newton Wellfield MOP, WASD, Miami - Dade County, FL. Prior to CDM Smith, Ms. Garcia-Alario served as a sampling assistant for an ongoing water quality study at the Newton Wellfield in close proximity to agricultural areas in order to monitor arsenic levels of the shallow groundwater in the area. She provided assistance with prepping supplies, calibrating field equipment such as the Hydrolab and Turbidimeter, setting up the peristaltic pump, taking readings and recording parameters on sampling forms and transporting samples to the lab with the Chain of Custody. She was also responsible for receiving the lab results to enter data and constructing graphs used in the final monitoring reports. Geology Intern, South District Wastewater Treatment Plant Monitoring Well Projects, WASD, Miami -Dade County, FL. Prior to CDM Smith, Ms. Garcia-Alario was responsible for receiving Monthly Operating Reports from South District WaterTreatment Plant and transforming the data to spreadsheets to reveal if upward migration of wastewater is occurring as an effect of the injection well facilities in the area and if monitors are working properly. As a result of this ongoing project, several dual zone monitoring wells were plugged and abandoned at SDWWTP. Geology Intern, Salt -Front Monitoring Project, WASD, Miami -Dade County, FL. This project was an ongoing research study supported by WASD the USGS and RER that consisted of an extensive network of monitoring wells installed along the coast of South Florida to track the location and intrusion of salt -fronts relative to public water supply wells as a result of increasing water demand and lack of rainfall during the dry seasons. Prior to CDM Smith, Ms. Garcia-Alario was responsible for updating the well data from 2011 and tracking parameters such as chloride concentrations and water levels over time. She gained experience in water quality sampling and analysis, regulatory compliance reports, ASR permitting, and use of Proliance software. Intern, WASD, FL. Prior to CDM Smith, Ms. Garcia-Alario assisted in the sampling of groundwater from monitoring wells throughout Miami -Dade County. She entered and analyzed data from lab results, acquired chloride data from the USGS for salt -front monitoring projects, and drafted regulatory compliance reports. Ms. Garcia-Alario has worked extensively with the Miami -Dade Water and Sewer Department on several projects providing experience with Proliance, SharePoint, and ProjectWise platforms. S � th Collier County, Florida I Solicitation 19-7583 1 Design Services for the NESA WeIlfield 1-18 Srinivasakumar "Seen u"Anandam, PE Hydrogeology/Well Design; Permitting - WUP Experienced in complex groundwater modeling and collection system modeling for South Florida clients. Years of Exp. 15Years Office Location Tampa, FL Education MS — Environmental Engineering BS — Engineering Technology Registration Professional Engineer (FL, TX) Project Engineer/Groundwater Modeler, Irrigation Quality (IQ) Wellfield Rehabilitation — Water Use Permit (WUP) Application, Collier County, FL. Mr. Anandam put together the application package for a WUP renewal and modification. He also assisted senior engineer in the groundwater modeling that accompanied the WUP application. Project Groundwater Modeler, Hydrogeological Investigations — South Miami Heights Water Treatment Program, Miami -Dade Water and Sewer Department (WASD), Miami -Dade County, FL. Mr. Anandam used the variable -density groundwater flow and solute transport model developed by the United States Geological Survey (USGS) to perform preliminary simulations of withdrawals from the Upper Floridan Aquifer (UFA) at the proposed South Miami Heights WTPP, Project Groundwater Modeler, Design of Extraction Well System, Northside Generation Station, JEA, FL. Mr. Anandam conceptualized, developed, and calibrated a MODFLOW based groundwater flow model and used it to determine the appropriate locations and pumping rates of extraction wells necessary to intercept contaminated groundwater before it enters offsite water bodies. He performed particle tracking analysis using MODPATH to determine the capture zone of the proposed extraction well system. Project Groundwater Modeler, WUP Application, Lawnwood Athletic Complex, St. Lucie County, FL. Mr. Anandam used MODFLOW and other analytical modeling tools to perform water resources and wetland impact analysis of the groundwater drawdown caused by proposed Lawnwood Athletic Complex withdrawal. He attended meetings with the Client and the SFWMD to discuss modeling results and to answer questions on the modeling. Groundwater Modeler, Consumptive Use Permit (CUP) Application, JEA, FL. Mr. Anandam performed comparison of NEF, NF, and Mega models and water budget calculations of the three models. He evaluated the pumping data from JEA and well files from the St. Johns River Water Management District (SJRWMD), and updated the GHB head of NEF model simulations from the Mega and GaEPD models. Groundwater Modeler, 20-year WUP Application, City of Deerfield Beach, FL. Mr. Anandam calibrated an existing north Broward County groundwater flow model to comply with the calibration criteria set by SFWMD. He performed groundwater drawdown analysis and water balance analysis to determine potential impacts of City of Deerfield Beach pumping to other legal user wells and regional system canals. He also assisted the senior engineer in putting together the package for the water use permit application. Groundwater Modeler, 20-year WUP Application, City of Boynton Beach, FL. Mr. Anandam developed a two -layer groundwater flow model representing the UFA and used the model to determine potential impacts of City of Boynton Beach pumping to other legal user wells. Groundwater Modeler, 20-year WUP Application, City of Orlando, FL. Mr. Anandam used the existing East Central Florida groundwater flow model to determine potential impacts of City of Orlando pumping to other legal user wells. Groundwater Modeler, 20-year WUP Application, St. Lucie County Utilities, FL. Mr. Anandam performed groundwater drawdown analysis to determine potential impacts of St. Lucie County Utilities wells pumping to other legal user wells. Groundwater Modeler, 20-year WUP Application, City of Boca Raton, FL. Mr. Anandam calibrated the existing South Palm Beach County groundwater flow model to comply with the calibration criteria set by SFWMD. He performed groundwater CDM smithCollier County, Florida I Solicitation 19-7583 1 Design Services for the NESA Wellfield 1-19 Srinivasakumar"Seenu"Anandam, PE I Hydrogeology/Well Design; Permitting —WUP drawdown analysis and water balance analysis to determine potential impacts of City of Boca Raton pumping to other legal user wells, wetlands and regional system canals. Groundwater Modeler, 20-year WUP Application, West Palm Beach, FL. Mr. Anandam used the existing South Palm Beach County groundwater model to analyze the impact of increased groundwater pumping on the existing legal users and wetlands. He updated the existing model to incorporate various changes that have been made in the model domain. He also updated the model well file using current and future demands for various users in the model area. Mr. Anandam generated groundwater table contours and drawdown plots using SURFER and ArcGIS. Project Groundwater Modeler, WUP Application, Central Regional Utility Service Area, Polk County, FL. Mr. Anandam used the Districtwide Regional Model of the Southwest Florida Water Management District (SWFWMD) and Focus Telescopic Mesh Refinement (FTMR) technique to analyze various pumping scenarios of the Polk County wellfields as part of environmental impact analysis in support of the WUP application. He attended meetings with the client and SWFWMD to discuss modeling results and to answer questions on the modeling. Groundwater Modeler, South Dade Water Reclamation Project, WASD, Miami -Dade County, FL. Mr. Anandam developed and calibrated a transient groundwater flow model to assist in choosing the best of the three potential reclaimed water recharge alternatives. He performed groundwater mounding analysis, contaminant transport analysis (MT3D and RT3D), and particle tracking analysis (MODPATH). Groundwater Modeler, 20-year WUP Application, WASD, Miami -Dade County, FL. Mr. Anandam developed a two layer groundwater flow model representing the UFA and used the model to determine potential impacts of Miami -Dade County pumping to other legal user wells. Project Groundwater Modeler, WUP Modification, Indian River County, FL. Mr. Anandam modified the SEAWAT based East Coast Floridan Model (ECFM) developed by South Florida Water Management District (SFWMD) and used it to analyze water resources and environmental impacts due to proposed increase of Indian River County withdrawals. He also used COUAQ analytical groundwater model to determine net impacts to the surficial aquifer due to withdrawals from the underlying UFA. Project Groundwater Modeler/Project Engineer, Water Resources Studies, AI-Harrats, Saudi Arabia. Mr. Anandam developed and calibrated five groundwater models representing five different wadi basins in Saudi Arabia. These groundwater models will be used to perform sustainable yield analysis of groundwater resources. Groundwater Modeler, Waste -to -Energy (WTE) Facility Dewatering Analysis, Solid Waste Authority of Palm Beach County (SWA), FL. Mr. Anandam used an existing groundwater model to perform dewatering analysis to assist in the construction of a WTE facility in West Palm Beach. The model was also used to determine the location of recharge trenches necessary to mitigate the drawdown impacts on the wetlands and the existing landfill cell. Groundwater Modeler, Hydraulic Control Modeling for St. Lucie Landfill, St. Lucie County, FL. Mr. Anandam developed and validated a steady-state analytical groundwater flow model and used the model to evaluate hydraulic control scenarios. Results of simulations using the groundwater model were used to select well placements and the lowest combined pumping rate necessary to capture the benzene -contaminated groundwater prior to migrating of -site and maximize the opportunity to capture other contaminants that are entrained in groundwater migrating from the closed landfill cell. Groundwater Modeler, 20-year WUP Application, Palm Beach County, FL. Mr. Anandam developed a two -layer groundwater flow model representing surficial aquifer and used the model to determine potential impacts of Palm Beach County pumping to other legal user wells and wetlands. Groundwater Modeler, Regional Groundwater Resources Assessment, GA, AL, SC, and FL. Mr. Anandam assisted in the development and calibration of a regional groundwater flow model covering entire southern Georgia and parts of Alabama, Florida, and South Carolina. He extracted local scale models from the regional model, calibrated them for a three-year time frame and performed drawdown analysis, sensitivity analysis, and sustainable - yield analysis using the calibrated model. Groundwater Modeler, Lake Okeechobee Fast Track (LOFT) Project, SFWMD, FL. Mr. Anandam used WETLAND and DIVERSION packages with MODFLOW to simulate the interaction of surface water in the Stormwater Treatment Areas (STAB) with groundwater. He performed various simulations to determine the best possible way to operate the STAB. D th Collier County, Florida I Solicitation 19-7583 1 Design Services for the NESA WeIlfield 1-20 Clay M. Tappan, PE, BCEE Civil/Pipeline Design Nationally -recognized pipeline expert having designed more than 1,200 miles of pipeline ranging from 4 to 120 inches in diameter. Years of Exp. 34Years Office Location Sarasota, FL Education MS — Engineering Management BS — Environmental Engineering Registration Professional Engineer (FL) Engineer -of -Record, Northeast Wellfield Piping Loop, Collier County, FL. Mr. Tappan designed the multi -pipe corridor around the combined water and wastewater treatment plant sites, which included two independent raw water supply lines drawing from different aquifers, an acid well regeneration pipeline, and medium voltage power conduits as well as pig launching and retrieving facilities. Design coordination included meeting site constraints such as existing on -site wastewater treatment and disposal systems serving the Fire Station and County Fairgrounds facilities as well as developing schedule language for construction to maintain access to and from the Fire Station. Technical Review, Collier County Wellfield Reliability Improvements and Expansion Program, Collier County, FL. CDM Smith is providing program management, project design, and project coordination to Collier County for an improvement and expansion program to their wellfields. The program purpose is to develop and implement a water supply master plan including alternative sources of supply besides freshwater, and treatment technologies consistent with these sources; to develop all facilities in an environmentally sound manner; and to provide additional wells to meet reliability requirements. Mr. Tappan served as a technical reviewer on this project. Lead Practitioner, Creekside Boulevard Force Main Extension — Phase 1 and Phase 2, Collier County, FL. As part of the County's Wastewater Basin Program, CDM Smith is providing construction phase services for the extension of a forcemain in Basin 101. Phase 1 involves Creekside Boulevard to Naples Park and Phase 2 includes 8th Street North and 107th Avenue North Water Main and Gravity Sewer Replacements. Mr. Tappan is serving as the lead practitioner for engineering services during the construction phase of this project. Lead Practitioner, Vanderbilt Drive Construction Services, Collier County, FL. This project involves construction phase services for the Finger Street Sewer System Replacement Project. This project consists of the design of force main and gravity lines on the 14"finger"street and rehabilitate pump station 101.08, 101.09, 101.10, and 101.11. Mr. Tappan is serving as the lead practitioner for the professional engineering services and construction phase services for this project. Lead Practitioner, Wastewater Basin Program (Basin #1), Collier County, FL. Mr. Tappan served as the lead practitioner for the study, design, permitting, and construction of the various projects within the program. He is also serving in this same role for the subsequent design and construction projects resulting from the recommendations of this program. Field Oversight, South Miami Heights WTP and Wellfield Improvements, WASD, FL. CDM Smith's scope of services included providing professional engineering services for the design, permitting, and implementation of a hydrogeologic test plan in preparation for the proposed ultralow pressure reverse osmosis WTP and UFA wellfield for Miami -Dade County. The test plan program included the installation and testing of three UFA test production wells, and a new Class V injection well to the Boulder Zone. Mr. Tappan provided oversight of stainless steel flange assembly and rework for this project. Technical Review, Main Street Wells No.14,15, and 6A, JEA, Jacksonville, FL. JEA selected CDM Smith to provide engineering design, permitting, and observe testing and oversee construction for Main Street production wells No. 14 and 15 as well as replacement well No. 6A. Mr.Tappan provided technical review for these projects. Project Manager, Tampa Bay Water South Central Hillsborough Intertie, Hillsborough County, FL. Mr. Tappan developed the Basis of Design Report (BODR) and the design and permitting of a $50.2M 14-mile long, 72- to 84-inch diameter raw water transmission main in Hillsborough County. Mr. Tappan also finalized route selection and provided expert testimony CDM smithCollier County, Florida I Solicitation 19-7583 1 Design Services for the NESA Wellfield 1-21 Clay M. Tappan, PE, BCEE I Civil/Pipeline Design in the acquisition of 120 parcels/easements required for the pipeline. Additionally, Mr. Tappan completed field engineering services during the construction of the pipelines. Lead Practitioner, South Anderson Water Supply Intake Pump Station, Anderson, SC. Mr. Tappan provided guidance to the design team for the design of a new 24- mgd intake (250 ft. of 36-inch diameter [dia]), 10 mgd raw water pump station, 41,000 linear feet (If) of 30- to 36-inch dia water transmission main. Phase I included 14,000 If of new 48-, 42-, and 36-inch dia transmission main; Phase 1 B included 48,200 If of 16- to 24-inch dia transmission main, an 8-mgd booster pump station, miscellaneous water system improvements. Mr. Tappan provided technical expertise in regard to the trenchless crossings of a railroad and four -lane divided South Carolina Department of Transportation (SCDOT) highway and the acquisition of permanent and temporary construction easements for twenty properties. Technical Reviewer, 2011 Water System Master Plan Update, Emerald Coast Utilities Authority (ECUA), Pensacola, FL. CDM Smith was selected to develop a new 20 year water system master plan. The master plan includes demand allocation, update of the existing hydraulic model with new system components, and complete limited model verification. The existing wells along with a 20- to 40-mgd northern wellfield. CDM Smith oversaw the data, system component, regulatory and model review, model parameter development, model update, model verification, initial study areas, supply assessment, model scenarios, capital improvement program (CIP) development, and report development within the master plan. Technical Review, Loop System Phase 313 Interconnect Third Party Review, Southwest Florida Water Management District (SWFWMD), FL. The Peace River Manasota Regional Water Supply Authority (Authority) and the SWFWMD entered into a Cooperative Funding Agreement for the preliminary design of the Phase 3B Interconnect Project, which is an expansion of the Authority's Regional Integrated Loop System to deliver treated water supply to its members. Under the Cooperative Funding Agreement with the Authority, the SWFWMD retained CDM Smith to conduct a third -party review to evaluate the methodology, assure feasibility, and independently estimate the probable costs of the project. Our team provided a third party review of the Basis of Design Report/hydraulic model that was prepared by others for a new pipeline and pump station for the Authority. Mr. Tappan provided technical review for this project. Technical Reviewer, Miscellaneous Professional Engineering Services, City of Cape Coral, FL. CDM Smith has performed general utility services for the City of Cape Coral under an ongoing continuing services contract including final design, permitting, funding support, modeling, master planning, value engineering, grant administration, and bidding services. Mr. Tappan provided independent evaluations for project deliverables. Technical Advisor, Hydraulic Water Model Update, City of Cape Coral, FL. Mr. Tappan served as a technical advisor for the City's hydraulic water model. As part of this effort, he reviewed the update of the existing City model, as well as the proposed alternatives to improve storage and pressures at the Palm Tree Storage and Pump Station facilities. The evaluation led to recommendations that will also significantly improve water quality in the neighborhood. He also served as lead practitioner to support the City in the Galvanized Pipe Replacement program and identified a number of additional pipes to include in the effort. Over 32,000 feet of potable water piping was replaced, and associated new water services installed on this project. Mr. Tappan also served as the lead for design efforts to switch fire service from irrigation supply to potable water supply for priority areas in the City. Technical Advisor, Hydraulic Water Model Support Services, City of Cape Coral, FL. The City of Cape Coral retained CDM Smith to provide as -needed hydraulic modeling services to support efforts to identify and evaluate alternatives to address identified level of service (LOS) deficiencies. The City's existing hydraulic models of their water, sewer, and irrigation systems were used to identify and evaluate proposed alternatives. Mr. Tappan reviewed the models developed under this project. Lead Practitioner, Fire Service Conversion, City of Cape Coral, FL. CDM Smith provided a preliminary engineering evaluation and final design for fire service conversion from the irrigation water system to the potable water system, which included design of water main and fire service connections. Serving as the lead practitioner on this project, Mr. Tappan was responsible for designing the water and fire service connections throughout the City. Lead Practitioner and Reviewer, Golden Gate Canal Intake and Transmission Main, City of Naples, FL. Mr. Tappan worked closely with the design team to develop design criteria and design development from the route evaluation phase through to final completion of the construction. This project entailed two pulls of 20-inch fPVC at lengths of 690 If and 3,250 If installed using HDD. D th Collier County, Florida I Solicitation 19-7583 1 Design Services for the NESA Wellfield 1-22 Dharmin Desai, PE Civil/Pipeline Design Project manager on numerous Collier County projects, including the Wastewater Basin Program involving numerous permits. Years of Exp. 12Years Office Location Fort Myers, FL Education MS — Environmental Engineering BT—Civil Engineering Registration Professional Engineer (UT, NJ) Project Manager, Tamiami Well 38 Design, Collier County, FL. Mr. Desai is the project manager for the design of a new Tamiami Well in Collier County, FL. He is responsible for overseeing the hydraulic evaluation using Innovyze InfoWater, civil and process mechanical design including drawings and technical specifications, and coordination with the other disciplines involved in the design. The hydraulic evaluation of the raw water supply transmission system was performed for sizing and selection of a submersible vertical turbine pump. Project Engineer, Livingston Road IQ Water Aquifer and Storage Recovery (ASR) System — Well Below the Underground Source of Drinking Water (USDW) Phases 1 and 2, Collier County, FL. Mr. Desai served as the project engineer for the design, permitting, and construction of the deepening of the ASR-1 well and the new ASR-2 well. He was responsible for assisting with the design of ASR-1 and ASR-2. Project Engineer, 1 0-Year Water Supply Facilities Work Plan, Collier County, FL. Mr. Desai served as project engineer for the development of the Collier County 10-year water supply facilities work plan, which included data gathering and analysis and report preparation. His responsibilities included assisting with coordination with local utilities for information requests, analysis of population and water demand data, preparation of the final work plan, and assisting various government agencies in getting the work plan adopted by the Collier County Board of County Commissioners and submitted to the Florida Department of Community Affairs (DCA). Project Engineer, Collier County Water Use Permitting (WUP) Support, Collier County, FL. CDM Smith oversaw the multi -year permitting process to modify Collier County's existing WUP for additional freshwater allocation. Mr. Desai served as project engineer for the justification for the permit increase, performing field testing of the County's wellfield, developing groundwater modeling to support the permit request, and negotiating an agreement with the South Florida Water Management District (SFWMD) on the issued permit. After nearly three years of work, the County was issued the requested allocation increase, which is anticipated to save the County approximately $145M over the next 20 years. Project Manager, Wastewater Basin Program (Basin #1), Collier County, FL. Mr. Desai serves as project manager for the study, design, permitting, and construction of the various projects within the program. Serving in this role, he has been responsible for overseeing the design team and subcontractors, as well as coordination with the client and regulatory agencies. Project Engineer, North 2 Utility Extension Project (UEP), City of Cape Coral, FL. Mr. Desai served as a project engineer for preliminary engineering and design services phases of the project. The scope of work included design and installation of new potable water, wastewater, stormwater, and reclaimed water utilities for approximately 8,700 parcels within a project area encompassing 4.3 square miles. Mr. Desai's responsibilities included design calculations, evaluation of existing and proposed utilities collection and conveyance infrastructure, and preparation of design documents including plans and technical specifications for proposed utilities. This was completed prior to his time with CDM Smith. Project Engineer, South Tampa Area Reuse Pumping Station Improvements, City of Tampa, FL. Mr. Desai was a project engineer for the construction contract administration and resident construction engineering services. The project involved design and construction of mechanical, electrical, and instrumentation modifications at the pump station. This was completed prior to his time with CDM Smith. CDM smithCollier County, Florida I Solicitation 19-7583 1 Design Services for the NESA Wellfield 1-23 Dharmin Desai, PE I Civil/Pipeline Design Project Engineer, Utility Capital Improvement, City of Tampa, FL. Mr. Desai served as a project engineer for the preliminary engineering, design, permitting, and bidding phases. The project involved installation of 60,000 If of 36, 42, and 48-inch diameter water transmission mains to deliver potable water from the David L.Tippin Water Treatment Facility to downtown and south Tampa. It also included installation of 34,000 If of 12-inch diameter distribution water mains in the downtown Tampa area. This was completed prior to his time with CDM Smith. Design Engineer, Utility Work by Highway Contractor Agreement (UWHCA), City of St. Petersburg, FL. Mr. Desai participated in design, permitting, bidding assistance, and construction engineering services phases of the project to facilitate the relocation of the City's 48-inch diameter water transmission main, necessary for the improvements to US Highway 19 proposed by the Florida Department of Transportation (FDOT).This was completed prior to his time with CDM Smith. Project Engineer,12th Street Force Main Replacement, City of Tampa, FL. Mr. Desai participated in the design, permitting, and bidding assistance for the installation of approximately 22,000 feet of 42- and 48-inch diameter sanitary force mains. This was completed prior to his time with CDM Smith. Project Engineer, Northwest Regional Water Reclamation Facility Expansion, Hillsborough County, FL. Mr. Desai was a project engineer for the construction contract administration and resident construction engineering services for the expansion of the facility from 5 mgd to 10 mgd. This was completed prior to his time with CDM Smith. Project Engineer, Sludge Storage Tanks Removal Project, Florham Park Sewage Utility (FPSU), NJ. The scope for this project includes replacement of existing Sludge Storage Tank Covers, replacement of sludge piping inside the storage tanks and structural repairs of all interior tank surfaces at the FPSU's Water Pollution Control Plant. Mr. Desai's responsibilities included detail design, bid services, general services during construction, and assisting the project manager with overall coordination and management of the project. Project Engineer, Gravity Filter Media Replacement Project, FPSU, NJ. This project includes replacement of filter media at the Gravity Filters at the FPSU's Water Pollution Control Plant. Mr. Desai's responsibilities included detail design, bid services, general services during construction, and assisting the project manager with overall coordination and management of the project. Project Engineer, Small Sewers Evaluation and Rehabilitation Project, City of Newark, NJ. Mr. Desai assisted with this project involving inspection and condition assessment of approximately 350-miles of small sanitary, storm, and combined sewers (22-inches in diameter and less) through the City. The data collected during the sewer inspections and assessment will be used for preparation of up to seven biddable projects for implementation of repair, rehabilitation, and/or replacement measures for the sewer segments with observed deficiencies. Mr. Desai's responsibilities have included planning, design, permitting, development of bid documents, and assisting the project manager with overall project coordination and management. Project Engineer, Spring Garden Lake Sewer CCTV Inspection, Borough of Florham Park, NJ. Mr. Desai assisted with this project involving cleaning, inspection, and condition assessment of approximately 1,600 If of 12-inch diameter sanitary sewer located in the Borough of Florham Park, NJ. Mr. Desai's responsibilities included planning, design, permitting, development of bid documents, and assisting the project manager with overall project coordination and management. Project Engineer, Chemical Phosphorus Removal Project, FPSU, NJ. Mr. Desai assisted with this project involving the installation of a new Chemical Phosphorus removal system at the FPSU's Water Pollution Control Plant. Mr. Desai's responsibilities have included providing detail design and bid services, and assisting the project manager with overall project coordination and management. Project Engineer, Chlorine Contact Basins Upgrade Project, Trenton Water Works (TWW), NJ. Mr. Desai assisted with this project involving the structural rehabilitation of existing Chlorine Contact Basins, replacement of existing process mechanical equipment and installation of a new dewatering pump atTWW's Water Treatment Plant. Mr. Desai's responsibilities include report writing, preliminary and detail design, bid services, and assisting the project manager with coordination between varied disciplines. Project Engineer, Asset Management Plan Development Project, FPSU, NJ. The scope for this project included creating a planning level asset management plan for the FPSU's treatment plant, pumping stations, and collection system for the next 20 years. Mr. Desai's responsibilities included data compilation/review, report writing and assisting the project manager with overall coordination and management of the project. S � th Collier County, Florida I Solicitation 19-7583 1 Design Services for the NESA Wellfield 1-24 Isaac D. Holowell, PE Process Mechanical Local hydraulic modeler with demonstrated experience in the County's water distribution and wastewater collection systems. Years of Exp. 7Years Office Location Fort Myers, FL Education BS — Environmental Engineering Registration Professional Engineer (FL) Project Engineer, Tamiami Well 38 Design, Collier County, FL. Mr. Holowell was the lead process mechanical engineer for the design of a new Tamiami Well in Collier County. He was responsible for the hydraulic evaluation using Innovyze InfoWater, civil and process mechanical design including drawings and technical specifications, and coordination with the other disciplines involved in the design. The hydraulic evaluation of the raw water supply transmission system was performed for sizing and selection of a submersible vertical turbine pump. Project Engineer, Irrigation Quality (IQ) Water Wellfield Rehabilitation, Collier County, FL. This project involved the rehabilitation of one of the County's supplemental irrigation water supply wellfields due to the wellfield not performing as previously designed. Mr. Holowell was responsible for developing a hydraulic model using Bentley WaterGems of a supplemental irrigation wellfield as it currently operates and providing recommendations for replacing the well pumps based on the field data collected during the rehabilitation process. Project Engineer, North RO Wellfield Hydraulic Model, Collier County, FL. Mr. Holowell, using Bentley WaterGems, developed a hydraulic model to evaluate Collier County's North RO brackish water wellfield. The hydraulic model was developed to get a better understanding of the wellfield's existing capacity, to provide an operational tool for increasing the raw water production rates, and to facilitate planning of additional supplies within the wellfield. Project Engineer, IQ Water/Freshwater Interconnect, Collier County, FL. The project involves the conceptual design of an interconnect of one of the County's freshwater wellfields and the irrigation system to augment the irrigation supply. Mr. Holowell was responsible for the conceptual layout and design of a pump station that includes four submersible pumps and a wet well with an air gap to eliminate the potential for cross contamination of the raw water supply main by the irrigation quality water. Project Engineer, Master Pump Station 101.12, Collier County, FL. Mr. Holowell is the lead process mechanical engineer for the design of a new wastewater master pumping station in Collier County, FL. He is responsible for the hydraulic evaluation using Bentley WaterGEMS, civil and process mechanical design including drawings and technical specifications. The hydraulic evaluation of the proposed pump station was performed for sizing and selection of three submersible solids handling pumps in a parallel circuit, and a diesel driven standby pump. Project Engineer, Basin 101 Study, Collier County, FL. Mr. Holowell developed geographic information system (GIS) figures and prepared geotechnical scopes for proposed improvements to Collier County's Basin 101 collection system. Project Engineer, Water System Facility Plan Update, City of Cape Coral, FL. This project is an update of the existing Facility Plan to reflect the City's Utility Expansion Program for areas not currently being served by the City's potable water utilities. This facility plan update will assist with the City being placed on the Florida Department of Environmental Protection (FDEP) State Revolving Fund (SRF) low interest loan funding list. Mr. Holowell was responsible for developing the report, processing City data, and developing GIS models and figures of the existing and proposed system. MCollier County, Florida I Solicitation 19-7583 1 Design Services for the NESA Wellfield 1-25 Smith Isaac D. Holowell, PE I Process Mechanical Project Engineer, Wastewater Hydraulic Model Development, City of North Port, FL. Mr. Holowell was responsible for developing a city-wide hydraulic model of the City of North Port's wastewater pumping stations and force main network using Bentley WaterGEMS. The evaluation included a force main capacity analysis of the City's US 41 Residential and Commercial Corridor. Project Engineer, North 2 Utility Extension Project, City of Cape Coral, FL. The North 2 Utility Extension Project area consists of adding potable water, wastewater, and irrigation services to an approximately 6.2 square miles residential area. Mr. Holowell performed hydraulic analyses using Innovyze InfoWater for the extension of potable water transmission and distribution mains throughout the North 2 Utility Extension Project area. The primary purpose of the hydraulic analyses of the potable water system was sizing the approximately 90 miles of proposed water mains to meet various flow conditions including peak hourly and fire flow requirements. Mr. Holowell was also responsible for performing hydraulic analyses using Innovyze InfoWater for the design of thirteen new sanitary pump stations and approximately 25 miles of force mains to transmit the wastewater collected in the project area to the City's existing water reclamation facilities. Mr. Holowell was a key member in the design of 13 sanitary duplex lift stations, two sanitary master pump stations, and two canal pump stations for transmitting surface water for irrigation purposes. Project Engineer, Bradley Road Pump Station, JEA, Jacksonville, FL. Mr. Holowell was responsible for the hydraulic evaluation of the Arlington East pump stations located upstream and downstream of the Bradley Road Pump Station being converted from a wet -pit type pumping system to an inline booster pump station. The analysis involved identifying pump stations that were not capable of meeting its design flow as a result of the increase in the discharge hydraulic grade line. The analysis also involved the abandonment of a major transmission main and the impact on the hydraulic performance characteristics of the downstream pump stations. Project Engineer, FLL Airport Inline Recirculation/ Booster Pump Station, Broward County, FL. Mr. Holowell was responsible for the hydraulic evaluation of Broward County's District 3A potable water transmission and distribution system for determining the hydraulic performance characteristics for an inline booster pump station. The pump station included three horizontal split cased pumps operating in a parallel circuit. Project Engineer, BCWWS Retail Master Plan, Broward County, FL. Mr. Holowell, using Innovyze InfoWater, performed hydraulic analyses of Broward County's four potable water transmission and distribution districts for planning purposes. The evaluation of potable water district was performed to identify hydraulic deficiencies in the systems and provide recommendations on capital improvement projects based on existing conditions and expected growth. Project Engineer, Annual Reuse Report, Collier County, FL. Mr. Holowell was responsible for processing the plant data and developing the report for submittal to the South Florida Water Management District (SFWMD). Project Engineer, South AWWTF Capacity Analysis Report, City of Fort Myers, FL. The Capacity Analysis Report was submitted as part of the permit renewals for the City of Fort Myers'wastewater plants. Mr. Holowell was responsible for analyzing and processing plant data, and developing a report for submittal to FDEP for permit compliance. Project Engineer, Wastewater Influent Flow Contributions Preliminary Evaluation, City of Fort Myers, FL. The purpose of this project is to provide a differentiation of the influent flows to the City of Fort Myers'wastewater plants. Mr. Holowell was responsible for developing an approach for a flow monitoring program to help determine the contributions from external entities to the City of Fort Myers AWWTF. Project Engineer, Annual Reuse Report, City of Fort Myers, FL. Mr. Holowell was responsible for processing the plant data and developing the report for submittal to the SFWMD. Project Engineer, Fort Myers Beach Stormwater Assessment Fee Evaluation, City of Fort Myers Beach, FL. Mr. Holowell developed GIS delineations to determine the percentage of impervious area for selected parcels located in the City of Fort Myers Beach, FL. Project Engineer, Dewatering Study, City of Fort Myers, FL. Mr. Holowell processed data and graphed pertinent information for the recommendation of a dewatering technology for the two advanced wastewater treatment facilities located in the City of Fort Myers, FL. S � th Collier County, Florida I Solicitation 19-7583 1 Design Services for the NESA Wellfield 1-26 Water Science Associates Andrew W. McThenia P.G. Construction Oversight Education Mr. McThenia has over 25 years of professional experience in geology, hydrogeology, well construction, and water/environmental resource permitting. B.S. — Geology, Mr. McThenia has a broad range of experience as a hydrogeologist with a focus Washington and on the design, testing, and construction of wells for public water supply, Lee University, disposal, geothermal, storage, and irrigation. Mr. McThenia has been 1988 responsible for the permitting, specification, and construction oversight of a number of Class I deep injection wells, Class V aquifer storage and recovery (ASR) wells, and Class V geothermal supply and return wells throughout South Florida. He has worked closely with regulatory agencies including the Florida Registration Department of Environmental Protection (FDEP) Underground Injection Control Professional (UIC) Program and the South Florida Water Management District (SFWMD) to Geologist: Florida, develop practical and environmentally defensible solutions to the challenges presented by complex hydrogeological situations. Mr. McThenia's technical Virginia, North expertise in the area of groundwater development includes the successful Carolina, South application of various investigative techniques including borehole geophysical Carolina, logging, video surveys, hydraulic isolation packer testing, water level data Tennessee, Texas monitoring, and aquifer performance data analysis. Certifications Injection Well Mechanical Integrity Testing Certified Lead Geologist/Project Manager — Center Road IW--1 MIT, Sarasota County, Professional Florida Mr. McThenia was responsible the preparation of the 2012 MIT plan Geologist and submittal to FDEP for review. Mr. McThenia performed the onsite supervision and testing of the testing in close conjunction with the County's OSHA 40-hour contractor. Mr. McThenia was responsible for preparation of the required MIT Hazardous report and submittal of the report to FDEP. Materials Safety Training and Lead Geologist/Project Manager - City of Punta Gorda IW--1 MIT, Punta Gorda, subsequent 8-hour Florida Mr. McThenia prepared the 2010 and 2015 MIT plans, oversaw testing, annual updates, and submitted the required reports to FDEP. Current through Lead Geologist/Project Manager - City of Marco Island IW-1 MIT, Marco Island, 2015. Florida Mr. McThenia prepared the 2013 and 2017 MIT plans for IW-2 and IW- 1, respectively. Mr. McThenia oversaw testing, and submitted the required Florida Storm Water reports to FDEP for both 2013 and 2017 MITs. Control and Sedimentation Lead Geologist/Project Manager - City of Cape Coral IW-2 MIT, Cape Coral, Control Inspector, Florida Mr. McThenia prepared the 2017 MIT plan for IW-2, oversaw testing, and submitted the required report and operations summary data to FDEP. 20010-Present Injection Well Annual Reports Associations Lead Geologist/Project Manager— Sarasota County, Center Road IW--1, Atlantic Everglades Brentwood IW--1, Venice Gardens East WTP IW-1, Venice Gardens WRF IW--1, Geological Society Central County IW-1, Sarasota County, Florida Mr. McThenia was responsible National for gathering and analysis of all monthly operations data for five (5) Sarasota Groundwater Deep Injection Well Systems for the 2013 and 2014 annual reports. These Association reviews included internal data forensic analysis to help optimize data collection and reporting procedures and practices. Florida Groundwater Association Andrew W. McThenia, P.G. Injection Well Construction and Permitting Lead Geologist/Project Manager - City of North Port Class I Injection Well, North Port, Florida Mr. McThenia was responsible for various aspects of feasibility, design, and permitting of the City's newest Class I Injection well for combined municipal and industrial effluent streams from a wastewater treatment facility and a reverse osmosis plant respectively. As a part of the well design process, Mr. McThenia was responsible for producing construction specifications which outlined a detailed program of pilot hole drilling and testing that was followed by construction and testing of the injection well. During the construction phase of the project, Mr. McThenia supervised a drilling contracting firm and four geologists. Technical aspects of the project included; geological descriptions of formation samples, interpretation of geophysical logs, analysis of packer testing data, review of construction materials specifications, technical analysis of casing cementing plans, interpretation of mechanical integrity testing data via pressure testing and radioactive tracer survey, and collection and hydraulic analysis of injection test data. Upon completion of the well, Mr. McThenia prepared technical descriptions of all aspects of construction and testing including analysis of the hydrogeologic conditions encountered for a well completion reports and also to satisfy subsequent permit requirements related to operations and maintenance of the City of North Port Injection Well System. Lead Geologist - City of Oldsmar Class V Exploration Well - Oldsmar, Florida. Mr. McThenia was the leader of a team of four Cardno geologists overseeing well drilling, construction, and testing of an exploration well to 3600 feet to assess potential for injection of municipal effluent and RO concentrate and for aquifer storage and recovery (ASR). Mr. McThenia supervised drilling and construction, directed multiple zone packer testing and core drilling, and prepared hydrogeological analyses for completion reports and subsequent permit applications including technical specifications for construction of a Class I injection well. Lead Geologist - Collier County Reclaimed Water ASR - Collier County, Florida Mr. McThenia was the lead onsite geologist for a Class V ASR well drilling, construction, and testing for the first well of the Collier County Pilot Reclaimed ASR Wellfield to assess storage and recovery of reclaimed water. Construction of the ASR well was conducted concurrently with installation of monitor well to 674 feet at the same facility. He supervised drilling and construction, conducted aquifer testing and analysis, and prepared completion reports. Lead Geologist - Marco Lakes ASR - Collier County, Florida. Mr. McThenia was the lead geologist for ASR well drilling, construction, and testing for the Marco Island Utility Marco Lakes Facility/ASR Wellfield Expansion project to assess seven new ASR wells to depths of 780 feet. He supervised drilling and construction of three new wells, conducted aquifer testing and analysis, prepared completion reports and acted as regulatory liaison. Wellfield Evaluations Lead Geologist — Miami -Dade Water and Sewer Department Miami Springs Wellfield Evaluation, Miami, Florida. Mr. McThenia led a field based evaluation of the performance of 15 Biscayne Aquifer wells collectively known as the Miami Springs wells. Mr. McThenia performed step-drawdown testing using vacuum and pressure gauges, video survey analysis, and drawdown data analysis of well capacity to formulate recommendations for optimization of wellfield operations and for development and scheduling of a rehabilitation program. Lead Geologist — City of Fort Myers RO Wellfield Evaluation — Fort Myers, Florida. Mr. McThenia was responsible for evaluation of existing data on well water quality and performance to identify and resolve issues with decreasing capacity and water quality. Mr. McThenia designed and oversaw a program of investigation involving geophysical logging, video surveys, and step-drawdown testing to evaluate the 6 most degraded wells in the wellfield. Mr. McThenia specified a program of back - plugging, purging, and abandonment of degraded wells that allowed and additional 1 MGD of capacity to be restored to the wellfield. Water Science Associates Manuel P. Enos Construction Oversight With four decades of construction experience, he is a locally -based RPR who is currently serving in this role for a Fort Myers Utility Plant. Years of Exp. Office Location Education 46 Years Fort Myers, FL AA — Engineering Resident Project Representative, Three Oaks Wastewater Treatment Plant (WWTP) Facility Upgrade, Lee County, FL. CDM Smith was retained by Lee County Utilities to evaluate the Three Oaks WWTP facility to determine the current facility biological treatment capacity and to evaluate improvements needed, if any, to maintain the 6-mgd average daily flow (ADF) permitted capacity. We provided preliminary, final design, and permitting services to develop design drawings and specifications to achieve a biological treatment capacity of 6 mgd ADF with considerations for the facility gravity hydraulics and site plan made for future expansion to 8 mgd ADF. Mr. Enos served as the RPR for the Three Oaks WWTP Oxidation Ditch $30M Improvement Contract. Assistant Resident/Senior Resident, Professional Firm, Various Projects and Clients, Providence, RI. Mr. Enos has served as assistant resident and/or senior resident on several projects while working for another professional firm. Projects have included: Fields Point Regulatory Compliance Building ($18M) Bucklin Point Facility Improvements ($34.6M) Fields Point Biological Nitrogen Removal Upgrade ($55.2M) Gate House India Street ($800K) Bucklin Point Administration and Service Building Improvements ($2.4M) Washington Highway and Omega Pumping Station Improvements ($5.1 M) Bucklin Point Facility Improvements ($58M) Resident/Assistant Resident, Professional Firm, Various Projects and Clients, Stoneham, MA. Mr. Enos has served as resident and/or assistant resident on several projects while working for another professional firm. Projects have included: MA Port Authority, Logan International Airport, Boston, MA (multi -million -dollar residential sound insulation program) Fields Point Chlorination/Dechlorination Contract ($2.5M) Zambarano Memorial Hospital, ($1 M) Water Treatment Plant, Burriville, RI NBC Fields Point WWTF, Final Clarifier and Computer Control System Upgrade ($9M), Providence, RI NBC Fields Point WWTF, Grit Facilities Contract ($8M) NBC Ernest St. Pumping Station Improvements ($19M) NBC Fields Point WWTF Improvements ($35M) Construction of Relief Sewers, NBC, Johnston, RI Water Pollution Control Facility, Cranston, RI ($53M) Powder Point Bridge, Duxbury, MA ($3M) Smith Collier County, Florida I Solicitation 19-7583 1 Design Services for the NESA Wellfield 1-27 Manuel R Enos I Construction Oversight Town of Canton Engineering Department, Various Projects and Locations, Canton, MA. Mr. Enos'duties included a variety of technical work in connection with survey, design and inspection of numerous sewer, drain, water, street, and sidewalk construction projects. This was completed prior to his time with CDM Smith. Town of Lexington Engineering Department, Various Projects and Locations, Lexington, MA. Mr. Enos'duties included a variety of technical work in connection with survey, design and inspection of numerous sewer, drain, water, street, and sidewalk construction projects. This was completed prior to his time with CDM Smith. Smith Collier County, Florida I Solicitation 19-7583 1 Design Services for the NESA Wellfield 1-28 Cynthia L. Stellmack, PE Electrical Design Since 2004, has provided electrical engineering services for the County, making her familiar with the County's systems and sites. Years of Exp. 37Years Office Location Maitland, FL Education BS — Electrical Engineering Registration Professional Engineer (FL) Electrical Design Engineer, Northeast Regional WTP (NERWTP) Wellfield Infrastructure Development, Collier County, FL. Ms. Stellmack designed the 13.2kV medium voltage open loop distribution system for the wellfield. The wellfield design consisted of 14 current well sites and two future well sites with a potential of three well pumps at each well site. The loop system is over five miles long. Her design interfaces and coordinates with two other electrical design consultants. One design consultant provided the medium voltage switchgear at the main plant, which would provide the power source to the wellfield. The other consultant provided the 480 volt distribution at each well site, taking it from the local 225 kVA pad mount transformer. This project was not constructed as the County decided to hibernate the Northeast Facilities Program in 2010. Electrical Engineer, South RO Wellfield Medium Voltage Cable Replacement, Collier County, FL. Faced with multiple failures of the 4160-volt system, Ms. Stellmack provided several alternatives with the final result being a $2M construction project to step up the plant voltage from 4160V to 13.2kV via two new cast coil 500 kVA outdoor unit substations and replace the existing well site transformers with 13.2kV-480V units. Ms. Stellmack provided oversight and direction for the design by a junior engineer and provided the electrical construction services including record drawings. Electrical Engineer, Golden Gate Wellfield Wells No. 34 and No. 37, Collier County, FL. This project installed raw fresh water 60 hp submersible well pumps controlled byVFD and interconnected to nearby well sites via fiber optic cable. Ms. Stellmack provided the electrical design and follow through with electrical support during construction. Electrical Engineer, Medium Voltage Reliability Investigation, Collier County, FL. Several failures to the 4160 volt cable loop system combined with additional destructive cable testing had occurred in late 2006 at the SCRWTP wellfield. Ms. Stellmack was requested by the County to investigate the situation. She reviewed the records, interviewed the cable manufacturer along with County and Contractor personnel, and performed a field inspection. She then specified and witnessed non-destructive cable testing to evaluate the condition of the cables. Ms. Stellmack presented her final report with alternatives and recommendation directly to County management. In addition to the medium voltage cable issues, she uncovered a potential single point failure possibility on the Supervisory Control and Data Acquisition (SCADA) fiber optic network in the wellfield and provided recommendations for improvement to the County's electrical safety program. Electrical Design Engineer, Irrigation Quality (IQ) Water Booster Station at Livingston Road, Collier County, FL. This project allows IQ water to be transferred between the north and south County WTPs. Ms. Stellmack provided the electrical section for the basis of design report and the electrical design for this new pump station which includes two 150 hp booster pumps operated by variable frequency drives (VFDs). Electrical Design Engineer, Emergency Generator Project, Collier County, FL. Implementation of Ms. Stellmack's previous feasibility study resulted with her design for the addition of small diesel generators at two wastewater lift stations along with a standardized design that could be implemented at 18 more of the total 30 lift stations previously identified. Electrical Engineer, Emergency Generator Feasibility Evaluation, Collier County, FL. Ms. Stellmack evaluated 30 wastewater pump stations for the possibility of permanent installation of diesel generators. Property and electrical data for each station was provided by the County and field verified by Ms. Stellmack. Report input by her included the recommended generator size and placement and consensus with the feasibility team in implementation priority. Smith Collier County, Florida I Solicitation 19-7583 1 Design Services for the NESA Wellfield 1-29 Cynthia L. Stellmack, PE I Electrical Design Electrical Engineer, Golden Gate Canal Intake and Transmission Main, City of Naples, FL. Ms. Stellmack provided the electrical section of the preliminary design report, electrical design, and electrical construction support for the canal intake pump station. Design included owner purchase specifications for the two 160 hp submersible pumps and associated VFDs. Electrical Engineer, Town of Longboat Key, FL. Ms. Stellmack designed and provided construction support for two water pumping projects for the Town: Mid Key Pump Station. This project upgraded an existing water pump station and included replacing existing electrical distribution equipment, providing a new 150 kW diesel generator along with two new 100 hp submersible turbine pumps on VFDs. South Key Pump Station. This project upgraded an existing water pump station. Design included a new electrical/generator building to serve three new 100 hp submersible turbine pumps on VFDs. Electrical Design Engineer, Babcock Ranch Community Water and Wastewater Facilities Project, Charlotte and Lee Counties, FL. 91,000 privately owned acres in Southwest Florida will develop into an environmentally sensitive community of approximately 18,000 acres with the remaining land being preserved. This project will develop in phases, the first being the water and wastewater facilities. Ms. Stellmack provided the electrical sections of the preliminary design report and a 100 percent submittal electrical design for the original design -build project ending in 2009, which was shelved for economic conditions. In 2014, economic conditions improved and the project was reactivated as a design -bid -build project with substantially revised process loading and phasing. Those process changes drove an electrical distribution philosophy change from 1200 amp 480V motor control center distribution to 2000 amp 480V switchgear distribution. Ms. Stellmack contained the revised electrical equipment within the original electrical room footprint of the operations building. Electrical Design Engineer, Florida Governmental Utility Authority (FGUA)/Lee County Utilities Waterway Estates Interconnect, North Fort Myers, FL. Ms. Stellmack provided the electrical design for the two wastewater lift stations associated with this project. Project challenges included multiple stakeholder utilities, changed construction contractual methods, scope changes, budget constraints, and a tight design schedule. Electrical Engineer, South County Regional Water Treatment Plant (SCRWTP) Reliability Study, Collier County, FL. Pleased with the reliability study performed at their North County Regional WTP (NCRWTP) by Ms. Stellmack the previous year, the County requested a similar study for their SCRWTP, and included the water production process. Permitted water production at this plant consists of a 20 mgd reverse osmosis treatment process combined with a 12 mgd lime softening treatment process. Each process is served by separate utility services with 4160V and 480V switchgear lineups. Electrical sections of the report were prepared by Ms. Stellmack. The report identified single points of failures and recommendations to increase system reliability of the power distribution system. Electrical Engineer, NCRWTP Electrical Reliability Study, Collier County, FL. The County suffered an extended overvoltage event that damaged various electrical equipment. Another engineering firm (the original electrical designer) was asked to investigate and report their findings.The County then specifically requested Ms. Stellmack to review the other consultant's report and in addition provide the County with a reliability assessment of their electrical system broadly based upon the concept of FMECA: Failure Mode, Effects, and Criticality Analysis. Electrical Design Engineer, Three Oaks Wastewater Treatment Plant Oxidation Ditch Improvements, Lee County, FL. Ms. Stellmack led the electrical design team for this plant expansion. She wrote the electrical section of the preliminary design report and provided oversight and direction to a junior level engineer during design. She continued with project support during construction. Highlights of the electrical design include replacement and/ or refeeding of four existing 480-volt motor control centers along with two additional new 480-volt motor control centers in a new electrical building. Project scope includes a new administration building, new oxidation ditch, three new secondary clarifiers and associated RAS/WAS pumping stations, and the addition of a belt filter press for dewatering of solids. Electrical Design Engineer, WRF, City of Marco Island, FL. From 2005 onward, the City of Marco Island has relied upon Ms. Stellmack to provide planning, design, construction support, and advice for their wastewater treatment facility electrical systems. S � th Collier County, Florida I Solicitation 19-7583 1 Design Services for the NESA Wellfield 1-30 Paul A. Lefave, PE, CEM Electrical Design Expertise in designing electrical distribution systems including single line power diagrams, power plans, lighting plans, and grounding and control systems. Years of Exp. 33Years Office Location Tampa, FL Education BS — Electrical Engineering Registration Professional Engineer (FL); Certified Energy Manager (CEM) Electrical Engineer, Northeast Regional WTP (NERWTP) Wellfield Infrastructure Development, Collier County, FL. In 2006, CDM Smith was selected to provide design and engineering services for the raw water wellfield and pipelines for the County's new NERWTP, which is a reverse osmosis (110) desalination facility that treats brackish groundwater. Mr. Lefave provided electrical design services for this project. Electrical Engineer -of -Record (EOR), Golden Gate Wellfield Wells, Collier County, FL. The project required installation of new fresh water 60-hp submersible well pumps using VFDs to control the speed of the pumps and control communication interconnected to nearby well sites via fiber optic cable. Mr. Lefave provided the electrical design for the equipment and follow through with electrical support during construction. Electrical Engineer/EOR, South Miami Heights WTP, Miami -Dade Water and Sewer Department (WASD), Miami -Dade County, FL. Mr. Lefave was the project electrical engineer and engineer -of -record for the South Miami Heights membrane softening WTP. The project's electrical design included AV distribution, extensive coordination with Florida Power and Light (FPL) to obtain new utility distribution feeders into and on the WTP site, coordination with emergency standby power for the plant facility and wellfield equipment, and coordination with WASD for integration of the electrical distribution system with the high -service pump station designed by WASD. Electrical Engineer/EOR, George T. Lohmeyer Regional WWTP (GTL WWTP), City of Fort Lauderdale, FL. Mr. Lefave is the project electrical engineer and engineer -of -record for the George T. Lohmeyer RWWTP various improvements. The project electrical design includes replacing the standby emergency generator, new generator controls, new 5kV-480 volt unit substation transformers, and improvement to the pre-treatment, sludge dewatering, and plant water facilities. Generator modifications include integration into the existing 5kV switchgear. Electrical EOR, Design -Build -Operate Regional Surface WTP Expansion, Tampa Bay Water (TBW), Tampa, FL. Mr. Lefave provided electrical design and construction services for the plant wide 72 —120 mgd expansion which included conversion of the existing simple radial 480V services provided byTECO to a 15kV secondary selective distribution system owned byTBW. The power distribution system concept developed for the expansion project was a significant departure from the existing plant electrical distribution system and was based in part on the desire ofTBW to distribute power across the treatment plant campus through owner provided equipment. Primary power distribution equipment included new 15kV (13.2kV) main incoming power switchgear and 15kV paralleling generator switchgear with two 1250kW diesel engine driven generators with space for a future unit. The expansion included installation of multiple localized outdoor oil filled pad mounted transformer at four areas of the site. The project planning, design and construction included working closely with TECO to expand and enlarge their Stanum Street substation from 15 MVA to 25 MVA capacity. The electrical design was part of a significant $120M design - build expansion of the surface WTP from 72-mgd to 120-mgd capacity. Mr. Lefave also participated in the original plant design, and served as the electrical project engineer throughout the complete project. Electrical Engineer/EOR, Membrane Softening WTP, City of Clewiston, FL. Mr. Lefave was the project electrical engineer and engineer -of -record for the City's membrane softening WTP. The design was expedited to ensure that the water needs of the community would be met as existing water resources were lost. The fast -track project design also included a new raw water production wellfield. The electrical design included close coordination with process engineers to keep the project within the City's schedule and budget. Smith Collier County, Florida I Solicitation 19-7583 1 Design Services for the NESA Wellfield 1-31 Paul A. Lefave, PE, CEM I Electrical Design Lead Electrical Engineer, Primary Wastewater Re - Pump and Booster Stations, City of Fort Lauderdale, FL. Mr. Lefave was the electrical and I&C engineer for the rehabilitation of the City's large wastewater re -pump stations. The design work involved the conversion of a wetwell/dry-pit type re -pump station to an in -line booster station and the conversion of all three pump stations to VFD operation, including new pumps, motors, electrical controls, instrumentation and supervisory control and data acquisition (SCADA), station bypass, and building code improvements. Electrical Engineer, Bradley Road Pump Station Upgrades, JEA, Jacksonville, FL. The Bradley Road pumping station structure dates back to the 1970s. In 2007, CDM Smith was retained to provide engineering design for modifications to the Bradley Road pumping station. Serving as electrical engineer, Mr. Lefave oversaw the electrical upgrades that were made to the existing wet wells to improve intake conditions to the pumps. Additionally, the pump suction piping was improved by the addition of special fittings to direct the flow from the wet well to the pump with reduced turbulence that improved pump operation. Technical Lead Engineer, Falkenburg Road Complex — Power Distribution Analysis, Hillsborough County, FL. Hillsborough County requested CDM Smith's services to provide an analysis of distributing electricity from its Resource Recovery Facility (RRF) located at 350 N. Falkenburg Road to all County owned facilities on the same property. Currently, the RRF is supplying power to the Woodberry Pump Station, Falkenburg Wastewater Treatment Plant, Brandon Service Operations Center (BSOC) and Central Hillsborough Water Treatment Facility. The remaining facilities are Falkenburg Road Jail, East Central Warehouse Facility, Animal Services Facility, Public Utilities Department Lab, Public Safety Operations Center (PSOC), a new Chiller Plant and a Sports complex. Currently power for these facilities is provided by Tampa Electric Company (TECO). Mr. Lefave is leading the project team consisting of Electrical Engineers, field support technicians and data analysis staff in an evaluation of the energy usage and power requirements for facilities located on the property, suitability of existing electrical distribution systems to connect to the RRF and the availability of existing back-up power generator systems at the existing facilities. The analysis will consider existing conditions, future conditions and RRF plant reliability. Senior Electrical Engineer, Southwest Water Reclamation Facility (SWWRF) Reclaimed Water Pump Station Modifications, City of St. Petersburg, FL. The City contracted with CDM Smith to further develop and evaluate options for increasing the capacity of the reclaimed water pump station at the SWWRF. The selected option included relocation of two 450-hp dual use pumps from the AWWRF to the SWWRF. Electrical modifications were designed to minimize the need for partial shutdowns of the existing pump station. Mr. Lefave was responsible for electrical design tasks. Lead Electrical Engineer, Arc Flash Study: Analysis, Safety, and Updates, St. Johns County Utility Department (SJCUD), FL. SJCUD contracted with CDM Smith to provide services related to performing a system -wide arc flash hazard analysis, developing an electrical safety program, and updating standards for their water, wastewater, and reclaimed water facilities. The scope of this study is three major booster pump stations,12 water and wastewater plants, and 215 lift stations. Mr. Lefave served as lead electrical engineer, and provided electrical design services for this study. Electrical Engineer, Capital Improvement Plan Wastewater Program (Waterworks 2011), City of Fort Lauderdale, FL. Mr. Lefave provided electrical design services for the potential rehabilitation of 160 pump stations and other related system improvements and construction schedules. The project included a completely new 4,160V electrical distribution systems upgrade at Booster Pump Station B including 4,160V medium voltage VFDs and new 480V distribution equipment at Booster Pump Station A and E. New standby emergency diesel engine driven generators were also provided at each site. Electrical Engineer -of -Record, David L. Tippin Water Treatment Plan High Service Pump Station VFD Improvements, Tampa, FL. The design -build electrical project involved replacement of three existing medium voltage (5kV) variable frequency drives (VFDs) that were failing due to age. The design included replacement of primary voltage pad mounted transformers, new 5kV medium voltage cables, rewinding and refurbishment of existing motors, and new VFDs and control improvements to improve the reliability of the city's primary water distribution pumping system. Critical to the project success was the need to maintain operation of existing pumps during the installation of the new equipment. Mr. Lefave served as electrical engineer -of -record and was responsible for providing a reliable and sustainable electrical system. S � th Collier County, Florida I Solicitation 19-7583 1 Design Services for the NESA Wellfield 1-32 W. Scott Whitmore, PE Instrumentation and Control Has provided automation design services for the County's distribution and collection system projects and is familiar with the County's systems. Years of Exp. 24Years Office Location Maitland, FL Education BS — Mechanical Engineering Registration Professional Engineer (FL, AL, SC, TN) Automation Engineer, Irrigation Quality (IQ) Water (Supplemental Supply) Wellfield Rehabilitation, Collier County, FL. In order to increase system reliability, meet current and projected demands, and reduce the amount of IQ water that cannot be used due to seasonal fluctuations in demand, Collier County Public Utilities Division (CCPUD) hired CDM Smith to perform an evaluation of two supplemental IQ water wellfields. CDM Smith reviewed historic operational data, results of regularly performed step pumping rate drawdown tests, previous rehabilitation reports, and video logs of the wells. Based on its review, CDM Smith prepared a memorandum summarizing its findings and recommending rehabilitation activities to increase wellfield capacity. CCPUD authorized CDM Smith to prepare bid specifications for the rehabilitation work and to provide construction phase engineering services including field oversight of the work. Following completion of the rehabilitation work, CDM Smith worked with CCPUD to evaluate the increased capacity delivered by the rehabilitations. Mr. Whitmore served as automation engineer for this project responsible for providing automation design services. Automation Engineer, IQ Wellfield Rehabilitation — Construction Phase Services, Collier County, FL. Mr. Whitmore is serving as the automation engineer for construction phase services of the IQ Wellfield Rehabilitation. In this role, he is overseeing the instrumentation and controls (I&C) integration services during construction. Our team is tasked to provide field inspection services that include drill out of Mule Pen Wells 1, 3, and 5; chlorination of Mule Pen Wells 1 through 6; acidification of Livingston Road Wells 1 through 6; final completion walk-through for each wellfield; and additional site visits requested by the County. Automation Engineer, Livingston Road IQ Water Aquifer and Storage Recovery (ASR) System — Well Below the Underground Source of Drinking Water (USDW) Phases 1 and 2, Collier County, FL. Mr. Whitmore served as the automation engineer for the design, permitting, and construction of the deepening of the ASR-1 well and the new ASR-2 well. He was responsible for overseeing the automation -related services on this project. Automation Engineer, Irrigation Water/Raw Water Interconnect Conceptual Design, Collier County, FL. CDM Smith is providing services to Collier County for the study, design, permitting, bidding, and construction phase services for a connection between their irrigation and raw water systems. Mr. Whitmore serves as automation engineer providing automation design for the conceptual (10 percent) design of the final water connection. Electrical Design Engineer, Florida Governmental Utility Authority (FGUA)/Lee County Utilities Waterway Estates Interconnect, North Fort Myers, FL. Mr. Whitmore provided the automation design for the two wastewater lift stations associated with this project. Project challenges included multiple stakeholder utilities, changed construction contractual methods, scope changes, budget constraints, and a tight design schedule. Automation Engineer, Southwest Water Treatment Plant (SW WTP) Underground Injection System, City of Cape Coral, FL. The City of Cape Coral previously utilized an emergency backup well at their SW WTP that discharged to nearby surface water. The Florida Department of Environmental Protection (FDEP) and City entered into a Consent Decree to dismantle the emergency backup to surface waters by December 2017. CDM Smith provided design, permitting, bidding, and construction phase services to the City of Cape Coral for the new deep injection well (DIW) at the SW WTP. The new well serves as an emergency backup for the existing DIW that is used for disposal of reverse osmosis (RO) concentrate. Automation Engineer, Marco Island Utilities WWTF Expansions, Phases I, II, III, and IV, City of Marco Island, FL. Mr. Whitmore was the lead engineer for multiple phases of capacity and control system expansion at the City's 5.0 mgd wastewater treatment facility $72M expansion. Control system improvements include the integration of Zenon membrane S � th Collier County, Florida I Solicitation 19-7583 1 Design Services for the NESA Wellfield 1-33 W. Scott Whitmore, PE I Instrumentation and Control units based on Allen-Bradley controllers; the addition of multiple Automation Direct controllers; upgrade of the Wonderware InTouch human -machine interface; and the complete redesign of the plant network to accommodate site construction and to include fiber optic cabling for greater reliability. Automation Engineer, Babcock Ranch Water Treatment and Reclamation Facility Operations Building, Charlotte and Lee Counties, FL. Mr. Whitmore was the lead engineer in charge of the design of the new facility's control system in this design -build contract. The control system included substantial integration of third -party control systems. Lead Engineer, Eastern Regional WRF Phase V Improvements, Orange County, FL. Mr. Whitmore was the lead engineer responsible for the automation portion of an extensive water reclamation process upgrade. He designed an improved, comprehensive control system that integrates and modernizes the entire facility, including processes that have been improved in previous Phases, processes that are to be newly constructed or improved in this Phase, and prior unrelated work. The Eastern Regional facility automation utilizes Siemens SIMATIC 57-300 series programmable logic controllers and the WinCC human -machine interface. Phase V includes extensive use of Ethernet, PROFIBUS DP, and Modbus TCP networking, in accordance with the County's master plan for instrumentation and controls improvements. Lead Engineer, Hood Road Membrane Water Treatment Plant (WTP) and Repump Facilities Modifications, Seacoast Utilities Authority, FL. Mr. Whitmore was responsible for the design of the control system modifications to the $2.4M, 26-mgd Hood Road WTP, the pumping stations, and their associated supply wells. The control system was based on Allen-Bradley programmable logic controllers and GE Proficy/iFIX human -machine interface, and includes spread -spectrum radio networking between pump stations and wells, and between pump stations and the main control room at the Hood Road WTP. He coordinated automation construction proposals and activities. Lead Engineer, Regional Surface Water Treatment Plant (WTP) Expansion, Tampa Bay Water, Tampa, FL. Mr. Whitmore was the lead engineer in charge of the design for the control system expansion as part of a significant $115M design -build expansion of the surface WTP from 66 mgd to 72 mgd capacity. He also participated in the original design of the plant in 2002. He was also the lead coordinator of automation construction proposals and activities. Lead Engineer, Eastern Regional WRF Phase IV B and IV C Improvements, Orange County, FL. Mr. Whitmore was the lead engineer responsible for the design of a new control system as part of upgrades to the Eastern Regional facility, based on Siemens' programmable logic controllers and the SIMATIC WinCC human -machine interface. The Phase IV C project also included PROFIBUS DP networking in accordance with the County's master plan for controls improvements. Mr. Whitmore also supervised all aspects of construction of the control system. Lead Engineer, County -wide WRF Capital Improvements & Facilities Plan, Orange County, FL. As lead engineer, Mr. Whitmore conducted a field survey of the utilities'water and wastewater treatment sites, and made recommendations for rehabilitation and replacement of the instrumentation and controls. Lead Engineer, Anastasia Island Wastewater Treatment Plant Expansion, St. Johns County, FL. Mr. Whitmore was the lead engineer responsible for the design of a new control system as part of facility 5 mgd upgrades, based on the Motorola MOSCAD system. He also supervised all aspects of construction of the control system that was part of the $17.9M wastewater treatment plant expansion. Lead Engineer, Surface WTP Facility Modification Work, Veolia Industries/Tampa Bay Water, FL. Mr. Whitmore was the lead engineer in charge of the design for the control system as part of a significant design -build expansion to the surface water treatment plant from 66 mgd to 99 mgd. He also participated in the original design of the plant in 2000. The control system was based on Allen-Bradley programmable logic controllers and Wonderware human -machine interface. Mr. Whitmore was also the lead reviewer of I&C construction proposals and activities. Project Engineer, Iron Bridge Regional WRF Improvements, City of Orlando, FL. Mr. Whitmore was the project engineer responsible for the I&C design components of three consecutive plant expansions to 40 mgd. This included system design and equipment specification for the use of Siemens'S7 programmable logic controllers and a high degree of Profibus field networking. Project Engineer, 66 mgd DBO Surface WTP, Tampa Bay Water, Tampa, FL. This project involved the process selection and design of a 66 mgd surface water facility to serve Tampa Bay Water. Mr. Whitmore was one of the project engineers for the design of the control system for the new facility. The control system was based on Allen- Bradley programmable logic controllers and Wonderware human -machine interface. Mr. Whitmore also reviewed I&C construction proposals and activities. S � th Collier County, Florida I Solicitation 19-7583 1 Design Services for the NESA WeIlfield 1-34 Kevin M. Francoforte, PE Structural Design Has assisted in the structural design of the County's Livingston Road IQ Injection Well. Years of Exp. 13Years Office Location Maitland, FL Education MS — Structures and Foundations BS — Mechanical Engineering Registration Professional Engineer (FL) Structural Engineer -of -Record, Livingston Road Irrigation Quality (IQ) Aquifer and Storage Recovery (ASR) System Well Below the Underground Source of Drinking Water (USDW) — Phase 2, Collier County, FL. Mr. Francoforte assisted and oversaw the design and analysis of a new concrete slab on grade for an injection well, along with a new pump slab and pedestal with a sound absorbing masonry block wall. Structural Engineer, Wastewater Basin Program (Basin #1), Collier County, FL. Mr. Francoforte served as the structural engineer for the study, design, permitting, and construction of the various projects within the program. He is responsible for overseeing the structural design of various high service pump station improvement projects. Intertie Booster Pump Station (SCHII), Hillsborough County, FL. Mr. Francoforte assisted other project engineers with the structural design calculations and 3D AutoCAD model for an electrical building. The calculations included the design of reinforced masonry shear walls, connection of pre-engineered metal roof trusses, and reinforced concrete strip foundations. His responsibilities included on -site inspections, submittal review, and requests for information (RFIs). Structural Engineer, Off -Stream Reservoir Pump Station, Hillsborough County, FL. Mr. Francoforte assisted other project engineers with the structural design calculations and 3D AutoCAD model for an electrical building.The calculations included the design of reinforced masonry shear walls, connection of pre-engineered metal roof trusses, and reinforced concrete strip foundations. His responsibilities included on -site inspections, submittal review, and RFls. Structural Engineer, FPL Oil Water Separator (OWS) Upgrades, Martin County and City of Fort Myers, FL. Mr. Francoforte completed the structural design calculations and analysis for two new OWS reinforced concrete slabs on grade and an analysis of an existing steel pipe rack to carry new process piping. Structural calculations included cast -in -place concrete slabs and structural steel framing. Additionally, Mr. Francoforte provided construction contract administration, including submittal review, and RFls. Structural Engineer, South District Wastewater Treatment Plant (WWTP) CD 1.09 Fog Removal Facility, Miami - Dade Water and Sewer Department (WASD), Miami -Dade County, FL. Mr. Francoforte completed the structural design calculations for a new exterior 4-ton overhead bridge crane, supported off structural steel framing and pile supports. Structural steel frame was designed for severe wind and flood loading as well as potential sea -level rise due to project location. Additionally, his responsibilities included submittal reviews, and RFls during construction. Structural Engineer, Arbennie Pritchett Water Reclamation Facility (WRF) and Expansion, Okaloosa County, FL. Okaloosa County owned and operated the 6.5-mgd Garniers wastewater treatment plant (WWTP); however, due to the plant's age, location, and operational performance, the County decided to construct a new greenfield WRF. The County's 10-mgd greenfield Arbennie Pritchett WRF was designed and built by CDM Smith to initially treat 10-mgd with flexibility for future expansion. Mr. Francoforte served as a structural engineer for the structural portion of this $49M design -build (DB) project, which included stormwater design, road and parking design, and yard piping for the 10-mgd biological nutrient removal (BNR) facility, including fine screens, vortex grit removal, 4-stage Barden pho'-Carrousel°, final clarification, ultraviolet (UV) disinfection, reclaimed water pumping, biosolids thickening using a rotary drum thickener, aerobic digestion, and centrifuge dewatering.The project also included site development and administration and maintenance buildings. The project won Smith Collier County, Florida I Solicitation 19-7583 1 Design Services for the NESA Wellfield 1-35 Kevin M. Francoforte, PE I Structural Design DBIA Owner of the Year award and DBIA 2011 Merit award. CDM Smith was again retained by the County to design and build a 5-mgd expansion to the WRF. Mr. Francoforte reprised his role for this $13M DB project, assisting with structural design services for the expansion. The expansion included a new 5-mgd biological treatment train which incorporates a 4-stage Bardenpho-Carrousel°, a return activated sludge pumping facility, a new final clarifier, and a 5-mgd expansion to the existing UV disinfection facility and reclaimed water pumping facility. The project also included upgrades to the road network, upgrades to plant site electrical power distribution system, and all associated instrumentation and controls. Mr. Francoforte completed the structural design calculations and 3D AutoCAD models for multiple elevated steel and aluminum walkways and stair towers utilizing braced horizontal trusses/towers. Structural Engineer -of -Record, Anastasia Island WWTP Modifications, St. Johns County, FL. Mr. Francoforte completed the structural design calculations for a new reinforced concrete slab on grade for internal recycle pumps as well as modifications to existing return activated sludge (RAS)/waste activated sludge (WAS) pump stations which included shoring the existing masonry walls using helical piles. Additionally, he coordinated and reviewed structural calculations for two stainless steel baffle wall additions, and existing wall analysis subjected to large flowable fill lifts. Structural Engineer, Florida Power & Light (FPL) Sanford Plant Pre -Demolition Utility Restructuring, City of Sanford, FL. Mr. Francoforte completed and assisted with the structural calculations for a new elevated steel walkway, stair tower, steel access platform, and miscellaneous reinforced concrete slabs on grade located in an existing power plant. Structural calculations included steel braced frames, steel framing connections, cast -in - place concrete foundations, and analysis of existing steel connections. Additionally, his responsibilities included on -site inspections, submittal review, and RFls. Structural Engineer, Buckman Residuals Management Facility Anaerobic Digester Improvements, JEA, Jacksonville, FL. Mr. Francoforte completed the structural design calculations and 3D AutoCAD model for a new 6-foot wide by 72-foot long elevated steel pipe support bridge. Structural calculations included structural (tube) steel framing, connections, and cast -in -place concrete foundations, some with special consideration for existing underground utilities. Additionally, Mr. Francoforte provided construction contract administration, including submittal review and RFls. Structural Engineer, Northwest WWTP Phase 1, St. Johns County, FL. Mr. Francoforte completed the structural design calculations and 3D AutoCAD models for reinforced concrete headworks, splitter box, UV disinfection structure, and a solids dewatering building composed of reinforced concrete beam and column framing system with reinforced masonry infill walls. Structural Engineer, South Central Hillsborough Structural Engineer, Tampa Bay Regional Water Treatment Plant (WTP) Facility Modification Work, Hillsborough County, FL. Mr. Francoforte assisted the lead structural engineer with the structural design calculations for the electrical building, chemical feed building, and chemical storage structure. The calculations included the design of reinforced masonry shear walls, connection of pre-engineered metal roof trusses, metal joists with composite metal deck, and reinforced concrete strip foundations. His responsibilities included on -site inspections, submittal review, and RFls. Structural Engineer, Advanced WWTP — Tunnel Dewatering Pump Station (TDPS)/ Enhanced Clarification Facility (ECF), District of Columbia Water and Sewer Authority, DC. Mr. Francoforte assisted with the design and analysis for structural steel supports for the odor control fiberglass reinforced plastic (FRP) ductwork. Structural support for the ductwork consisted of elevated steel frames, providing both vertical and horizontal support across multiple buildings, and process structures. Structural Engineer, T.E. Maxson Wastewater Treatment Facility Process Upgrades, City of Memphis, TN. Mr. Francoforte assisted and oversaw the design and analysis of a new 3601 x 161'W reinforced concrete disinfection tank, structural aluminum walkways and platforms, reinforced concrete junction boxes,140' diameter reinforced concrete clarifiers, a new 2751 x 139'W reinforced concrete reaeration basin and modifications to existing structures. Structural design included high seismic loads due to project location. Mr. Francoforte also assisted with the on -site structural inspection of six existing reinforced concrete Biofilter structures. Structural Engineer, T.E. Maxson WWTP Biogas Upgrade, City of Memphis, TN. Mr. Francoforte assisted and oversaw the design and analysis of a new reinforced masonry blower building, reinforced concrete mat foundation for five 14-inch-diameter x 48-inch-tall bioreactor tanks, and reinforced concrete slab on grade for five new waste gas burner structures. Structural design included high seismic loads due to project location. Additionally, his responsibilities included submittal reviews, and RFls. S � `h Collier County, Florida I Solicitation 19-7583 1 Design Services for the NESA Wellfield 1-36 Timothy A. Verwey, PE Structural Design Experience as a structural engineer with an emphasis on analysis and design of environmental engineering structures. Years of Exp. 31 Years Office Location Maitland, FL Education BS — Civil Engineering Registration Professional Engineer (FL, GA, KY, MS, NC,TN,TX,VA) Structural Engineer -of -Record (EOR), Northeast Regional WTP (NERWTP) Wellfield Infrastructure Development, Collier County, FL. In 2006, CDM Smith was selected to provide design and engineering services for the raw water wellfield and pipelines for the County's new NERWTP, which is a reverse osmosis (RO) desalination facility that treats brackish groundwater. Mr. Verwey provided structural design services for this project. Structural EOR, Navy WTP Upgrade, City of Orlando, FL. Mr. Verwey served as structural FOR for the design -build expansion and upgrade of an existing 5 mgd facility to a new 10-mgd facility. CDM Smith, teaming with another firm, served as the single point of responsibility for delivery of the $18M project. The project consisted of replacing the existing activated carbon reactors with high concentration ozone treatment to remove hydrogen sulfide. The project also included a new 1,400- foot deep raw water supply well; skid mounted ozone generation and destruct equipment; two new 5-mgd ozone contactors; liquid oxygen (LOX) storage facilities; chlorine, caustic, and fluoride storage and feed facilities; control room; demolition of existing facilities; an electrical yard with an emergency generator for backup power; and overall site improvements. Structural Engineer, Tarpon Springs Alternative Water Supply System, City of Tarpon Springs, FL. CDM Smith was retained to provide services for the preliminary design and construction professional services for the City's 6.4-mgd Reverse Osmosis Water Treatment Facility (ROWTF).The project involves siting supply wells and the treatment plant; securing a groundwater use permit; development of the design basis for the treatment facility; design of raw water, finished water, and reject water lines; and development of the procurement documents for design -build of the treatment facility. Mr. Verwey served as structural engineer, responsible for technical review of the structural design drawings and specifications. Structural Design Lead, Consent Decree Project 2.19(2) — Central District Wastewater Treatment Plant Oxygen Production, Miami -Dade Water and Sewer Department (WASD), Miami -Dade County, FL. To address the need for Biogas H 2 S treatment the design team evaluated the H 2 S concentrations present in the biogas during regular loading periods, as well as peak loads. Ultimately the client chose the short-term alternative, with installation of biological H 2 S treatment, replacement of biogas pipelines, construction of a new electrical building to power the new biogas treatment system components, and construction of a new Switchgear Building for the Co -Gen facility including replacements for substations 17 and 18. Mr. Verwey is providing structural review of the project. Project Structural Engineer, Water and Wastewater Systems for Babcock Ranch Community, Charlotte and Lee Counties, FL. Mr. Verwey served as the project structural engineer for the design of this LEED®-certified design -build (DB) project. The structural design included a 5,500 sf operations building, housing both the water plant process area and an operations area including control room, laboratory, office, breakroom, toilet/locker/shower areas and the necessary electrical and mechanical spaces. The building walls designed using insulated concrete forms (ICF) to enhance the energy efficiency. This project was produced using 3D/4D technology. This approach allows the design team to progress simultaneously, to identify conflicts in "real time,"and produce a superior deliverable by reducing redundancy and minimizing drafting inconsistencies. Project Structural Engineer, Lakeside Ranch Stormwater Treatment Area North, South Florida Water Management District (SFWMD), FL. Mr. Verwey served as the project structural engineer of record for the design and construction. The structural design included a 16-ft wide by 12 ft high cast -in -place concrete box culvert, and 21-ft tall concrete retaining walls at each end of the box culvert. Smith Collier County, Florida I Solicitation 19-7583 1 Design Services for the NESA Wellfield 1-37 Timothy A. Verwey, PE I Structural Design Project Structural Engineer, Conway WTP Upgrade and Expansion, Orlando Utilities Commission (OUC), Orlando, FL. OUC implemented an upgrade of its Conway WTP as one part of the comprehensive Water Project 2000 program. The project, delivered using the innovative EPCM approach, upgraded the plant from 15 to 32 mgd. CDM Smith, teaming with Vogel Bros. Building Co., served as the single point of responsibility for delivery of the $18.6M project. Mr. Verwey served as the lead project structural engineer for the project. Tasks included structural and precast concrete structures, preparation of material takeoffs, and construction cost estimates. Structural EOR, LWC Crescent Hill WTP Filter Backwash Improvements, Louisville, KY. Mr. Verwey served as the project structural FOR for the modifications and improvements to the Crescent Hill WTP. The improvements included steel pipe supports for new backwash piping, new building inside the filter building and a new precast building constructed on the clearwell. Technical Reviewer — Structural, Consent Decree Project 3.05 — North District WWTP, Secondary Clarifier Upgrades, WASD, Miami -Dade County, FL. Most of the secondary clarifiers (SCs) at NDWWTP have developed significant corrosion problems and are well beyond their useful life. Mechanisms in SCs 3, 6, and 8 failed and became inoperable in early 2015 due to significant corrosion and erosion through their center columns. The electrical equipment and the control equipment associated with the secondary clarifiers have also reached the end of their service life. An emergency replacement project was implemented to address these failed units. The proposed upgrades for these facilities include upgrades to the mixed liquor flow splitting, secondary clarifier, and secondary effluent concrete piping rehabilitation. Mr. Verwey is providing structural review of the project. Structural Engineer, Pump Station Rehabilitation, Fort Lauderdale, FL. This $4M project consisted of the rehabilitation of five wastewater pump stations, including the replacement of existing piping, valves, and ventilation system; installation of new pumps with variable frequency drives; an above -grade service entrance rated electrical equipment; and bypass pumping during construction. Mr. Verwey's was responsible for the structural design component of this project. Structural EOR, Water and Wastewater Pump Station Upgrades, Miami Beach, FL. Mr. Verwey was the structural FOR for the City of Miami Beach's water and wastewater system improvements program consisting of the construction of two 4-MG ground storage water tanks (GST), upgrades and modifications to 23 wastewater pump stations and five water pump stations, and the construction of one new water booster pump station and one new wastewater booster pump station. Project Structural Engineer, National Park Service, Flamingo WTP and Pine Island WWTP Everglades National Park, FL. Mr. Verwey served as the project structural engineer -of -record for the design and construction for both projects. The projects included the foundation design for new MBR units at each plant, foundation design for new precast electrical buildings and a timber canopy with insect screens. Project Structural Engineer, Shoal Creek Filter Plant, Gwinnett County, GA. Mr. Verwey served as structural engineer of record for the entire new filter plant. The project involved multiple concrete process structures consisting of multi -story ozone building, filter building, structural steel and masonry high service pump station, chemical building, and maintenance building. Structural Engineer, Water Treatment Plants, Various Locations. Mr. Verwey was the structural engineer of record for the Central Hillsborough Water Treatment Facility, Hillsborough County, Florida; Southeast Water Purification Plant, Houston, Texas; Stock Island Water Treatment Plant (WTP) seawall replacement, Florida Keys Aqueduct Authority; St. Augustine WTP upgrades, St. Augustine Florida; Surface Water Treatment Plant, Port St. Joe, Florida; Ormond Beach 2000 water treatment plant improvements, Ormond Beach, Florida; Valdosta, Georgia Water Treatment Plant Design -Build Expansion, Valdosta, Georgia; North County Water Treatment Plant Expansion, Indian River County, Florida; Glades Road water treatment plant membrane softening process addition, Boca Raton, Florida. He served as lead structural engineer for the Greenville North Carolina water treatment plant expansion, Greenville, North Carolina; Orlando Utilities Commission's Conway water treatment plant expansion, Orlando, Florida; 37TH Street water treatment plant solids handling improvements project, Norfolk, Virginia. S � th Collier County, Florida I Solicitation 19-7583 1 Design Services for the NESA WeIlfield 1-38 i r Dewayne C. Wallace Permitting Ongoing experience with the County's wastewater system through the Basin 101 and Wellfield Improvements program. Years of Exp. 3Years Office Location Fort Myers, FL Education BS — Environmental Engineering Project Engineer, Collier Wellfield Program, Collier County, FL. Mr. Wallace served as project engineer for NRO Well 109, where he supported the project manager with processing progress meeting minutes. He coordinated the shop drawings submitted by the Contractor and acted as a liaison between the Contractor and the design discipline's engineers -of -record for the project. Mr. Wallace also worked with the process mechanical engineer -of -record for to perform the reviewing of shop drawings submitted by the Contractor. Project Engineer, Wastewater Basin 101, Collier County, FL. Mr. Wallace worked as a project engineer and assisted the process mechanical engineer -of -record perform the reviews of shop drawings submitted by the Contractor. Project Engineer, Three Oaks Wastewater Treatment Plant (WWTP) Oxidation Ditch Construction Project, Lee County, FL. Mr. Wallace dealt directly with the CMAR in his responsibility of reviewing certified payrolls for wage rate compliance to the Davis -Bacon Act as this project received State Revolving Fund (SRF) funding. As part of his duties, he performed monthly site visits at the WWTP to interview contracted employees. Project Engineer, Three Oaks Wastewater Treatment Plant (WWTP) Permit Renewal Application, Lee County, FL. Mr. Wallace was responsible for preparing the permit application for the renewal of the WWTP operating permit. The package included the development of the FDEP Forms 1 and 2A, the Capacity Analysis Report, and the Operations and Maintenance Performance Report as well as the Operational Inspection of the plant. Project Engineer, Bluebill Subaqueous Crossing and Vanderbilt Drive Collection System, Collier County, FL. Mr. Wallace was responsible for review of shop drawings and submittals for the Collier County Bluebill Subaqueous Crossing and Vanderbilt Drive Collection System projects. Project Engineer, Cape Coral UEP, City of Cape Coral, FL. Mr. Wallace is assisting the project manager with the compilation of the invoice charges made to the subtasks of the project. He verifies whether the weekly labor charge is appropriate to the subtask per the laborers qualifications. Mr. Wallace is working with another project engineer to select the appropriate pump for the lift stations and master lift stations by analyzing the pump curve data and performing calculations per the hydraulic model. He is also working on the analysis for culvert design for the lift stations and master lift stations. This task involves determining which pump station needs a culvert based on the analysis of the elevation of the edge of pavement, center line Swale, and the wet well top of slab. Project Engineer, Wastewater Capital Plan Phase 1 and 2, City of Cocoa, FL. Mr. Wallace served as a project engineer and was responsible for various tasks assigned by the project manager. The tasks included inflow and infiltration (I&I) impact analysis to the sewer system, which involved reviewing historical rainfall data to establish dry days from wet days. Project Engineer, South Advanced Wastewater Treatment Facility Mechanical Repair, City of Fort Myers, FL. Mr. Wallace served as the project engineer on the City of Fort Myers Central/South Advanced Wastewater Treatment Facility Mechanical Repair Project. He was responsible for meeting minutes, shop drawings and submittal reviews, processing permit renewal applications for plants, performing salinity tests, and other various tasks. Smith Collier County, Florida I Solicitation 19-7583 1 Design Services for the NESA Wellfield 1-39 ���� ® �- �- ;� ' �°'� _ �- � _ _ ! � .. _ ��� � �.� `� i � -1 �'r. 11 _.diG_ '__ __ sue^_, _ _.. _ .. �. � � � •Cr ,� 1�$ !!!� �y�- ; _ �"9977- — � � T r ._ I r ' ` i �'.r ..;ajr k'. Evaluation Criteria No. 2: Certified Minority Business Enterprise CDM Smith is not a certified Minority Business Enterprise (MBE); we are an employee -owned corporation authorized to transact business in the State of Florida. We are a strong proponent of diversity and have a proactive program in place to hire minorities, women, and small businesses, and to identify and use MBE firms as subconsultants. CDM Smith consistently meets or exceeds established contract goals for MBE participation. As such, we are firmly committed to minority -owned subconsultant participation and plan to encourage diversity and MBE participation on this contract when opportunities allow. We are proud to include Water Science Associates, Inc. on our team, a Small Business Enterprise (SBE) certified through the South Florida Water Management District (SFWMD). We have included their certification below. partEx �9p� of • • • 1 May 1, 2017 Brian Barnes, Vice President Water Science Associates, Inc. 13620 Metropolis Avenue, Ste. 110 Fort Myers, FL 33928 Dear Mr. Barnes, REGISTERED VENDOR NO.: 120107 CERTIFICATION EXPIRATION DATE May 1, 2020 Congratulations, the South Florida Water Management District (District) has recertified your firm as a Small Business Enterprise (SBE). This certification is valid for three (3) years and may only be applied when business is conducted in the following area(s): Professional Engineering & Geological Consulting Services Your submittal of bids or proposals to supply other products or services outside of the specialty areats) noted above will not count toward SBE participation. !f you require certification in other specialty areas, please contact the Procurement Bureau, SBE Section, for additional information. Renewal is required every three (3) years and should be requested a minimum of 45 days prior to the above expiration date. If any changes occur within your company during the certification period such as ownership, affiliate company status, address, telephone number, licensing status, gross revenue, or any information that relates to your SBE Certification status, you must notify this office in writing immediately. It is imperative that we maintain current information on your company at all times. FAILURE TO REPORT CHANGES MAY RESULT IN DECERTIFICATION. Certification is not a guarantee that your firm will receive work, nor an assurance that your firm will remain in the District's vendor database. We look forward to a mutually beneficial working relationship SiSi ce v Sandra Hammerstein Sr. Compliance Specialist Procurement Bureau Ish 3301 Gun Club Road, West Palm Beach, Florida 33406 • (561) 686-88M • 1-800-432-2045 Mailing Address: P.O. Boz 24680, West Palm Beach, FL 334164680 • www.sfwmd.gov Smith Collier County, Florida I Solicitation 19-7583 1 Design Services for the NESA Wellfield 2-1 Evaluation Criteria No. 3: Past Performance Past Experience with Priects Similar in Size, Type, an Complexity CDM Smith has successfully undertaken and completed numerous wellfield projects, including design, permitting, and implementation for injection wells, Floridan, and surficial aquifer wellfields; groundwater modeling; both non density -dependent for the surficial aquifer system and density dependent flow for the Floridan Aquifer System; solute transport modeling for groundwater contamination studies; regional water resources planning; and water use permitting (WUP) with specific experience in the South Florida Water Management District (SFWMD). Our experience includes: Water Supply Wells in Florida totaling 186+ with a total permitted capacity of ,26 mgd In South Florida alone, CDM Smith has provided services for raw water supply for Surficial, Floridan, and 33+Tamiami aquifer production wells Delivering 35 year of dedicated, local service to Collier County, including ongoing work on the Wellfield Program Management And our local team's diverse experience throughout the County (see timeline on the following page) means we are familiar with the staff, permits, and regulatory agencies associated with your water supply systems. We will leverage this local and statewide/national experience to the benefit of the County's projects. Wellfield Projects of the Size and Scope of this Project The proven experience of our local Fort Myers team on relevant wellfield projects of similar size and scope to the NESA wellfield project is important to the County. Even more important is our team's demonstrated experience working with one another on these relevant projects. On the following pages, we have showcased our team's recent and relevant Florida hydrogeological experience, indicating the proposed scope of services and team members involved in each reference project. We encourage the County to contact our satisfied references, including those with the County, to best ascertain our team's proven ability to deliver. Smith #23 "7 0 20 # 10 0 20 o ENR a 500 WATER N RANHING DESIGN FIRMS 'DEWATER IGN FIRM THE SUPPLY CDM Smith Florida Wellfield, Planning, I. V Modeling, Permitting, and Design Experience N 1 Boca Raton (3) 09 Orlando r. Boynton Beach Palm Beach County(2)• Clewiston Pinellas County ` Collier County (3) Polk County (2) Coral Springs Sanford • • Deerfield Beach (3) Sarasota ECUA Sarasota County (2) Fort Lauderdale Fort Pierce Utilities Authority Seminole County St. Johns County (2) Indian River County • St. Lucie County JEA (3) SWFWMD (Polk County) • Key West USACE (Okeechobee County) Key West Transit Authority Vero Beach Lee County WASD (4) Manatee County West Palm Beach Melbourne Winter Garden CDM SMITH'S ASR AND DIW PROJECT EXPERIENCE IN FLORIDA DIM City City of Boynton Beach (ch City Brevard County Utilities (3) of (1 City of CapeCoral(1) FortLaDeerfield Lauderdale City ofKeyWuderdale(0*) City ofClewiston(1) City of Key West City of Deerfield Beach(1) Beach CityerCounofWest Palmies(2)) CollierCountylities(3(2) city offortLauderdale (5) CityofMiramar (1) Lee County Utilities (3) City of Plantation (2) Pinella s County Utilities (1) City ofSunrise(2) Sanford (1) Seminole County Environmental ECRBoard (1) �' l* FGUA (3) Services(1) US Army Corps Engineers Ft. Pierce Utilities Authority (1) of(1) Melbourne Utilities (1) ' Miami -Dade County (1) Miami -Dade County Water and Sewer Department (2) Palm Beach County Utilities (1) Palm Beach County Solid Waste Authority (2) Polk County Utilities (6) *Study only Sarasota County Utilities (5) Our Florida Well Experience is as Diverse as it is Extensive, Meaning We Can Perform All Types of Wells that May Be Required Under this Contract. Smith Collier County, Florida I Solicitation 19-7583 1 Design Services for the NESA Wellfield 3-1 Evaluation Criteria No. 3: Past Performance Our 35-YEAR history with COLLIER COUNTY grants us solid hands-on knowledge of the County's utility collection and distribution system, which makes us more efficient during the permitting phases of projects under this contract. As illustrated below, we have completed more than 130 County well -related projects. Miscellaneous Pig Receiver CS (2015) Annual Water Use Monitoring & Reporting (2015) Annual Water Use Meter Maintenance & CON (2015) Annual School District Meter Repair (2015) Annual Water Use Monitoring & Reporting (2014) Annual School District Meter Repair (2014) Pig Receiving Station (2014) Annual School District Meter Repair (2013) Annual School District Meter Repair (2012) 12th Avenue Booster Pump Station Blend Study (2012) Annual School District Meter Repair (2008) County -wide Modeling (2008) Reclaimed Water Alternative Water Supply Grant Assistance (2007) Alternative Water Supply Plan (2004) Water System Update (2001) North County Regional Water Treatment Plant (NCRWTP) NCRWTP Wellfield Coordination & Support (Ongoing) NCRWTP IW-2 PA MIT, IW Rehab ( 0) North RO Wellfield Hydraulic Model (2019) NRO Wellfield Electrical Testing (2018) NCRWTP IW-1 Permit/MIT (2017) NRO Well Electrical Support (2017) NCRWTP Freshwater/RO Blend Connection (2016) NR06 Well Rehabilitation (2016) NRO Well 109 (2016) NCRWTP Electrical Evaluation & Reliability Analysis (2015) NCRWTP IW-1 MIT (2015) NCRWTP IW-2 Renewal (2014) NCRWTP IW-2 (2014) NCRWTP MITs (2013) NCRWTP Wellfield Support Services (2013) NCRWTP IW-1 DIW (2012) NCRWTP IW-2 DIW Tubing Replacement (2009) NCRWTP IW-2 DIW Meeting (2008) NCRWTP IW-2 DIW Operations PER (2008) NCRWTP IW-2Tubing Replacement (2007) NCRWTP IW-1 DIW Inspection (2007) NCRWTP Injection Wells Support (2006) NCRWTP Zone 1 & Lower Hawthorn (2006) NCRWTP Wellfield (2006) NCRWTP Wellfield Electrical System (2005) NCRWTP IW-1 Permitting & Inspection (2004) NCRWTP IW-1 Tubing Assessment (2004) NCRWTP Wellfield Evaluation (2004) WO#CDM-FT-02-03 NCRWTP (2003) NCRWTP 8-mgd Expansion - Additional Services (2001) NCRWTP Well 9 Acid Treatment (2001) W099-11,NCRWTP Well 7 Re - Acid Treatment (2000) NCRWTP 8-mgd Expansion (2000) WO 96-3, NCRWTP Expansion Construction (1997) WO 96-4 NCRWTP Claims Review (1997) South County Regional Water Treatment Plant (SCRWTP) Siting 3rd DIW-NCRWTP & SCRWTP (2017 SCRWTP DIW Concentrate System Improvements (2014) SRO Wellfield Improvements Medium Voltage Cable Replacement (2014) SRO Wellfield Repair Phase 2 (2014) SRO Well Rehab (2014) SCRWTP DIW IW-2 Repair (2013) SCRWTP DIW IW-1 Tubing (2013) DIW 2 SCRWTP -Tasks 7 & 8 (2012) DIW 2 SCRWTP -Tasks 1 — 6 (2011) SCRWTP Improvements RPR Services (2005) SCRWTP Improvements (2003) North County Regional Water Reclamation Facility (NCWRF) NCWRF Operating Permit Modifications (2016) NCWRF Odor Dispersion Modeling (2015) NCWRF MITs (2013) NCWRF Plug & Abandonment Estimated Costs (2010) NCWRF IW1 DIW Inspection (2009) MITs for NCWRF IW-2 (20114) South County Regional Water Reclamation Facility (SCWRF) SCWRF IW-2 MIT (2018) SCWRF IW-2 Permit Renewal (2017) SCWRF IW-1 MIT (2016) SCWRF IW-1 Renewal (2015) IQ ASR Feasibility at SCWRF (2014) SCWRF MIT (2013) SCWRF FDEP Permit Renewal (2012) SCWRF IW-1 DIW MIT (2011) SCWRF Plug & Abandonment Estimated Costs (2010) MITs for SCWRF IW-2 (2008) SCWRF IW-1 MIT (2006) Wellfields and Remote Sites Wellfield Program Management (Ongoing) Tamiami Well 38 (2019) ASR Cycle Testing Assistance (2019) Livingston Road IQ Water ASR - SFWMD (2019) Mule Pen Wellfield Improvement (2019) Salinity Evaluation & Wellfield Annual Report (2019) Well #38 - WUP Modification (2019) Tamiami Wellfield MCC Replacement (2018) Livingston Road ASR2 - Cycle 4 (2018) Wellfield Salinity Evaluation & Remediation (2017) IQ Water Wellfield Support (2017) ASR2 Cycle 3 (2017) Livingston Road IQ Water ASR (2017) ASR2 Cycle Testing Additional Services (2016) Livingston Road ASR2 - Cycle Testing (2016) IQ Supplemental Water Wellfield Monitoring Wells (2015) IQ Wellfield Rehabilitation Construction Phase Services (2015) Potential Impact Evaluation - LTA WeII #10 (2015) Immokalee Sports Complex Production Well (2015) IQ ASR Phase 2 Construction Phase Services (2015) Livingston Road ASR Monitoring Wells Modifications (2015) IQ ASR-1 Cycle Testing Assistance (2015) IQ Wellfield Rehabilitation Support (2014) Well Abandonment Support Services (2014) IQ ASR Phase 2 (2014) Well Abandonment (2013) IQ Supplemental Wellfield Specifications (2013) IQ Monitoring Well Installation (2013) IQ Supplemental Wellfields WUP Renewal (2013) IQ Supplemental Wellfield Evaluation (2013) IQ ASR Supplemental (2013) Livingston Road IQ Water ASR System (2013) Manatee Road Potable Water ASR Well (2012) IQ Water ASR Project Support & Design (2012) Lake Trafford Elementary Irrigation Well (2011) DIW Plug & Abandonment Cost Updates (2011) Wellfield 0&M Manual (2011) Immokalee Road Wellfield Monitoring Well (2008) South County Wellfield Pump Station (2007) North Hawthorn Wells 12 —16 VFDs (2007) South County Off -Site Wellfield — Long -Term Repairs (2007) Permit Support for Monitor Wells (2007) Lower Tamiami Well Site (2006) VBR Extension & LDC Well Site Amendment Review (2006) Tamiami Wells 34 & 37 (2006) Wells 35 & 36 (2005) Well 33 RPR Services (2005) Well 34 Construction Observation (2005) Golden Gate Well Permit (2004) Well 34 (2004) North Hawthorn Wellfield Evaluation (2004) Immokalee Road Irrigation Well (2004) FT01-02/Golden Gate Wellfield (2003) FH03-1475/Golden Gate Wellfield Well 3 (2003) FH03-1428/Golden Gate ASR Well (2003) WO FT00-05/Golden Gate Wellfield (2001) FH8-825/Acid Treatment for RO Wells 7 & 8 (1999) Smith Collier County, Florida I Solicitation 19-7583 1 Design Services for the NESA Wellfield 3-2 Evaluation Criteria No. 3: Past Performance Proven Regulatory Experience with Collier County Permitting is crucial to the successful design and construction of wellfield projects. Since 2004, CDM Smith has effectively worked with local regulatory agencies to meet project schedule and budget for Collier County's wellfields. _ Freshwater Permitting Support " - - On June 9, 2009, the South Florida Water Management District (SFWMD) issued a modification to Water Use Permit (WUP) No. 11-00249-W, which _ - - increased the annual withdrawal limit from the LowerTamiami aquifer from 6,868 MG (18.8 mgd) to 9,673 MG (26.5 mgd). The increase had been requested by the Collier County Public Utilities Division (CCPUD) so that the existing freshwater treatment capacity at its two WTPs could be fully utilized on a year-round basis. The increased withdrawal limit was given a five-year permit duration, which expired on February 8, 2014. The project team, consisting of CCPUD's Engineering and Water _ Department staff, CDM Smith, and outside legal counsel, developed a permit renewal strategy including a timeline identifying key milestones for developing the data, analyses, documentation, and communications .; necessary to renew the permit on or before February 2014. CDM Smith updated and justified of future demands, compilation and evaluation of ongoing monitoring data, and preparation of documentation supporting the renewal under current SFWMD rules and policies. As a result of CDM Smith's work, the increase freshwater allocation was renewed for another five-year period and the overall permit was extended to 2036, which was effectively a 10-year extension from the previous 2026 expiration date. Alternative Water Supply Grant For the Livingston Road Irrigation Quality (IQ) Water Aquifer Storage and Recovery (ASR) System Well, CDM Smith assisted the County in obtaining an Alternative Water Supply grant from the SFWMD for $600,000. CDM Smith provided additional support to the County in preparing the required quarterly progress reports to the SFWMD and compiling the required support documentation for disbursement of the grant funds. Deep Injection Well Permit Renewals Permitting a deep injection well is often considered a difficult issue in some locations and with some services providers; however, our team has an extremely strong record of rapid and relatively painless permitting based on our knowledge of Florida hydrogeology and our detailed approach in providing FDEP the information they need to make sound decisions quickly. In fact, as part of the County's Wellfield Reliability and Improvements Program, CDM Smith has provided the engineering, hydrogeological, and permitting services for seven of the eight Class I Injection Wells in Collier County, including all four of the County's industrial waste injection wells. As such, our team understands all state and federal regulatory requirements, as well as County land development regulations and existing permit conditions. Smith Collier County, Florida I Solicitation 19-7583 1 Design Services for the NESA Wellfield 3-3 Evaluation Criteria No. 3: Past Performance Livingston Irrigation Aquifer Storage i Well, Phase 2 Collier County, FL Recovery To expand and maximize the effectiveness of its existing reuse program the Collier County Public Utilities Division (CCPUD) embarked on the Livingston Road Irrigation Quality (IQ) Water Aquifer Storage and Recovery (ASR) project. Construction of the IQ Water ASR system was completed in 2007; however, due to changes in State and Federal regulations during the construction of the system, the system had never been operationally tested or put into service. After an extensive investigation of alternative ways to utilize the ASR system, the CCPUD identified that the best value utilization of the system was to modify the existing system below the underground source of drinking water (USDW) and to operate it initially as a pilot demonstration project. In 2012 and 2013, the pilot demonstration project utilizing one ASR well was designed by CDM Smith and constructed. With the pilot demonstration project constructed, the CCPUD decided to construct a second ASR well at the Livingston Road site. Phase 2 of the Livingston Road IQ Water ASR System, with its target storage zone below USDW, included a second ASR well on the site sized for up to 1.5 mgd, a new injection pump, new recovery pump, and associated appurtenances and electrical and instrumentation equipment. As the original well was completed in 2007 but never operated, CDM Smith had to design new well and equipment based on anticipated performance of the system and very limited test data. The new ASR well and equipment were completed in April 2015. CDM Smith continued to provide services to the CCPUD to move the system toward cycle testing, which began in the Summer of 2015. During cycle testing, CDM Smith provided operation and maintenance (0&M) services during cycles 1 and 2 to assist CCPUD in operating the new system. Based on cycles 1 and 2, we prepared standard operating procedures for CCPUD and trained staff on operation of the system. We were also responsible for analyzing cycle testing results and recommending changes to the operational protocol of the system in subsequent cycles. As part of services for the project, CDM Smith assisted the County in obtaining an Alternative Water Supply grant from the South Florida Water Management District (SFWMD) for $600,000. CDM Smith provided additional support to the County in preparing the required quarterly progress reports to the SFWMD and compiling the required support documentation for disbursement of the grant funds. This project was completed on schedule, within budget, and without change orders. Total Score: 11 ✓ Design of the well sites and supply wells including wellheads, pumps, and ancillary equipment ✓ Design of transmission pipeline systems ✓ Design of monitoring wells ✓ Design of ASR wells ✓ Design of electrical duct banks ✓ Design of an electrical distribution system and instrumentation and control (I&C) system ✓ Permitting with local regulatory agencies including: Collier County, SFWMD, FWC, FDOT, ACOE, FDEP, etc. ✓ Hydraulic modeling ✓ Bidding services ✓ Services during construction Team Members: Jason Sciandra, Kirk Martin, Stew Magenheimer, Isaac Holowell, Dewayne Wallace, Lee Wiseman, Jason Mills, Christina Garcia-Alario Reference Zamira DelToro, Name Project Manager Company Collier County Email zamiradeltoro@colliergov.net Fax 239.252.5378 Telephone 239.252.6279 Completion May 2015 Date Project Budget $3.2M Project Number 711 of Days CDMmith Collier County, Florida I Solicitation 19-7583 1 Design Services for the NESA Wellfield 3-4 Collier County Administrative Services Department Procurement Services Division Reference Questionnaire Solicitation: 19-75 83 Reference Questionnaire for: CDM Smith (Name of Company Requesting Reference Information) Jason Sciandra, PE (Name of Individuals Requesting Reference Information) Name: Zamira DelToro Company: Collier County (Evaluator completing reference questionnaire) (Evaluator's Company completing reference) Email: FAX: 239.252.5378 239.252.6279 Collier County has implemented a process that collects reference information on firms and their key personnel to be used in the selection of firms to perform this project. The Name of the Company listed in the Subject above has listed you as a client for which they have previously performed work. Please complete the survey. Please rate each criteria to the best of your knowledge on a scale of 1 to 10, with 10 representing that you were very satisifed (and would hire the firm/individual again) and 1 representing that you were very unsatisfied (and would never hire the firm/indivdival again). If you do not have sufficient knowledge of past performance in a particular area, leave it blank and the item or form will be scored "0." Project Description: Livingston Road IQ Water ASR System — ASR-2 Project Budget: $3 200 000 Completion Date: _May 2015 Project Number of Days: Item Citeria Score 1 Ability to manage the project costs (minimize change orders to scope). 10 2 Ability to maintain project schedule (complete on -time or early). 10 3 Quality of work. 10 4 Quality of consultative advice provided on the project. 10 5 Professionalism and ability to manage personnel. 10 6 Project administration (completed documents, final invoice, final product turnover; invoices; manuals or going forward documentation, etc.) 10 7 Ability to verbally communicate and document information clearly and succinctly. 10 8 Abiltity to manage risks and unexpected project circumstances. 10 9 Ability to follow contract documents, policies, procedures, rules, regulations, etc. 10 10 Overall comfort level with hiring the company in the future (customer satisfaction). 10 TOTAL SCORE OF ALL ITEMS 100 Evaluation Criteria No. 3: Past Performance Southwest Reverse Osmosis Water Treatment Plant Underground Injection System Cape Coral, FL The City of Cape Coral currently operates a 9.9-mgd Class I injection well system located at the Southwest WaterTreatment Plant (SWWTP) and Southwest Water Reclamation Facility (SWWRF). The injection well is permitted to dispose of non -hazardous reverse osmosis (RO) concentrate from the SWWTP and nonhazardous treated effluent from the SWWRF. Prior to the installation of the injection well (0-1), RO concentrate from the SWWTP was disposed via a pipeline discharge into the Marauder Canal, which empties into Lake Finisterre. In 2011, discharge monitoring reports submitted to the Florida Department of Environmental Protection (FDEP) indicated several parameters exceeded allowances. As a result, the City entered into a Consent Order (CO) with FDEP, the purpose of which was to eliminate the RO concentrate discharge into Marauder Canal and decommission and dismantle the submerged multiport rapid rate diffuser system. With the elimination of the discharge pipeline, the City required a second disposal well (IW-2) as backup for RO concentrate that would also provide additional backup disposal capacity for the SWWRF. In compliance with the CO, CDM Smith provided preliminary design and permitting services to construct a second Class I injection well (IW-2) that serves the SWWTP. During preparation of the permit application, our team evaluated several alternatives for construction of IW-2, which included types of materials, various casing and tubing sizes and rated capacities, solid versus fluid- filled annulus, and capacity requirements for both the RO concentrate and effluent waste streams under different operating scenarios. We originally designed IW-2 with a fluid -filled annulus in order to provide for the required SWWTP concentrate disposal and provide for full back-up of the SWWRF effluent at minimal cost, and the City received permit approval for this option in January 2014 to construct IW-2. Since that permit was issued however, the FDEP indicated a willingness to consider using the larger primary casing for determination of disposal capacity for both RO concentrate and wastewater effluent with a cement filled annulus, allowing for a smaller diameter and a less costly well that does not require the ongoing testing that a fluid filled annulus requires. As such, our team was subsequently retained to modify the existing permit and provide final design, bidding, construction phase, and testing services for the cement filled annulus IW-2. Construction was completed one month ahead of schedule and under budget, resulting in an 18-inch diameter well to a depth of 2,800 ftbls with a 14 mgd capacity. This project was completed on schedule, within budget, and without change orders. CDMmith Collier County, Florida I Solicitation 19-7583 1 Design Services for the NESA Wellfield ✓ Design of the well sites and supply wells including wellheads, pumps, and ancillary equipment ✓ Design of transmission pipeline systems ✓ Design of deep injection wells ✓ Design of monitoring wells ✓ Design of electrical duct banks ✓ Design of an electrical distribution system and instrumentation and control (I&C) system ✓ Permitting with local regulatory agencies including: FDEP and Lee County ✓ Hydraulic modeling ✓ Bidding services ✓ Services during construction Team Members: Isaac Holowell, Dewayne Wallace, Lee Wiseman, Jason Mills Reference Jody Sorrels, Name Utilities Administration Company City of Cape Coral Email jsorrels@capecoral.net Fax 239.574.0731 Telephone 239.242.3227 Completion July 2018 (Design and Date Construction) Project Budget $1.2M Project Number 1,227 (Design and of Days Construction) 3-5 Collier County Administrative Services Department Procurement Services Division Reference Questionnaire Solicitation: 19-7583 Reference Questionnaire for: CDM Smith (Name of Company Requesting Reference Information) Jason Sciandra, PE (Name of Individuals Requesting Reference Information) Name: Jody Sorrels, Utilities Administration Company:City of Cape Coral (Evaluator completing reference questionnaire) (Evaluator's Company completing reference) Email: FAX: 239.574.0731 239.242.3227 Collier County has implemented a process that collects reference information on firms and their key personnel to be used in the selection of firms to perform this project. The Name of the Company listed in the Subject above has listed you as a client for which they have previously performed work. Please complete the survey. Please rate each criteria to the best of your knowledge on a scale of 1 to 10, with 10 representing that you were very satisifed (and would hire the firm/individual again) and 1 representing that you were very unsatisfied (and would never hire the firm/indivdival again). If you do not have sufficient knowledge of past performance in a particular area, leave it blank and the item or form will be scored "0." Project Description: Underground Injection System Project Budget: 1 193 070 Completion Date: Jul 2018 Project Number of Days:1,227 (Design & Construction) Item Citeria Score 1 Ability to manage the project costs (minimize change orders to scope). 10 2 Ability to maintain project schedule (complete on -time or early). 10 3 Quality of work. 10 4 Quality of consultative advice provided on the project. 10 5 Professionalism and ability to manage personnel. 10 6 Project administration (completed documents, final invoice, final product turnover; invoices; manuals or going forward documentation, etc.) 10 7 Ability to verbally communicate and document information clearly and succinctly. 10 8 Abiltity to manage risks and unexpected project circumstances. 10 9 Ability to follow contract documents, policies, procedures, rules, regulations, etc. 10 10 Overall comfort level with hiring the company in the future (customer satisfaction). 10 TOTAL SCORE OF ALL ITEMS 100 Mule Pen Wellfield Improvements Collier County, FL Collier County Public Utilities Department (CCPUD) owns and operates the Mule Pen Wellfield which serves as a supplemental water supply for its irrigation water distribution system. The Mule Pen Wellfield consists of six Surficial Aquifer production wells installed in 2002, which were constructed with approximately 20 feet of 10-inch diameter PVC well casing and an open hole interval to approximately 34 to 50 feet below land surface (bls). The design capacity of each well is listed as 500 gallons per minute (gpm) and the water use permit (WUP) allocation for this wellfield is 3.5 mgd on an annual average day basis. In 2012, CCPUD contracted with CDM Smith to perform an evaluation of the wellfield as the wells were exhibiting decreased capacity. Upon completion of its evaluation, CDM Smith recommended rehabilitation of the wellfield. The recommended rehabilitation activity decision was to airlift develop the infill and collapsed material from Wells 1, 3 and 5. Based on step drawdown testing performed by the County following the rehabilitation, our team identified the drawdown as a concern with the existing pumps and the County authorized CDM Smith to undertake the Mule Pen Wellfield Improvements Project. At the project outset, a hydraulic evaluation was performed to establish the hydraulic performance characteristics for selecting new submersible pumps and motors. Our team also identified maximum pump discharge rates for each well to minimize the potential for pump cavitation and protect the pump and motor from unnecessary fatigue. The County also identified the desire to replace the existing flow meters at each well. For the project, CDM Smith provided design, bidding, and construction phase engineering services. This project was completed on schedule, within budget, and without change orders. Evaluation Criteria No. 3: Past Performance 1 ✓ Design of the well sites and supply wells including wellheads, pumps, and ancillary equipment ✓ Design of potable water, raw water, and irrigation water wells ✓ Design of an electrical distribution system and instrumentation and control (I&C) system ✓ Permitting with local regulatory agencies including: Collier County ✓ Hydraulic modeling ✓ Bidding services ✓ Services during construction Team Members: Jason Sciandra, Isaac Holowell Reference John Eick, PE Name Company Collier County Email JohnEick@colliergov.net Fax 239.252.5378 Telephone 239.252.5345 Completion March 2019 Date Project Budget $240,000 Project Number 730 of Days Smith Collier County, Florida I Solicitation 19-7583 1 Design Services for the NESA Wellfield 3-6 Collier County Administrative Services Department Procurement Services Division Reference Questionnaire Solicitation: 19-7583 Reference Questionnaire for: CDM Smith (Name of Company Requesting Reference Information) Jason Sciandra, PE (Name of Individuals Requesting Reference Information) Name: John Eick, PE Company: Collier County (Evaluator completing reference questionnaire) (Evaluator's Company completing reference) Email: Johneick@colliergov.net FAX: 239.252.5378 239.252.5345 Collier County has implemented a process that collects reference information on firms and their key personnel to be used in the selection of firms to perform this project. The Name of the Company listed in the Subject above has listed you as a client for which they have previously performed work. Please complete the survey. Please rate each criteria to the best of your knowledge on a scale of 1 to 10, with 10 representing that you were very satisifed (and would hire the firm/individual again) and 1 representing that you were very unsatisfied (and would never hire the frm/indivdival again). If you do not have sufficient knowledge of past performance in a particular area, leave it blank and the item or form will be scored "0." Project Description: Mule Pen Wellfield Improvements Completion Date: March 2019 Project Budget: _$240,000 _ Project Number of Days: 730 Item Citeria Score 1 Ability to manage the project costs (minimize change orders to scope). 10 2 Ability to maintain project schedule (complete on -time or early). 10 3 Quality of work. 10 4 Quality of consultative advice provided on the project. 10 5 Professionalism and ability to manage personnel. 10 6 Project administration (completed documents, final invoice, final product turnover; invoices; manuals or going forward documentation, etc.) 10 7 Ability to verbally communicate and document information clearly and succinctly. 10 8 Abiltity to manage risks and unexpected project circumstances. 10 9 Ability to follow contract documents, policies, procedures, rules, regulations, etc. 10 10 Overall comfort level with hiring the company in the future (customer satisfaction). 10 TOTAL SCORE OF ALL ITEMS 100 Upper Floridan Aquifer Test Well St. Lucie County, FL This effort began in 2007 (under a separate authorization) with CDM Smith obtaining a water use permit (WUP) for this new supply source to St. Lucie County (existing supply is solely from the surficial aquifer system [SAS]). As part of the groundwater modeling that was prepared in support of the WUP application, CDM Smith evaluated existing legal user locations and effects of pumping on and by proposed wells at the County's location. The locations with the least regional influence and least local impacts were selected for the eventual five UFA production wells to be constructed in the wellfield. The well was designed with the following specifications: 32-inch nominal borehole 26-inch diameter, 0.375 -inch wall steel surface casing to 120 feet below land surface (bls) 25-inch borehole below surface casing 15.1-inch ID, 1.024-inch wall SDR 17 PVC Casing to approximately 400 feet bls 800-foot total depth 2-inch access ports installed through well pedestal Well pedestal Housekeeping pad Fence and access gate Blind flange and pressure gauge Throughout the construction phase, the CDM Smith team oversaw key milestones, collected formation samples, prepared lithology logs, oversaw key drilling activities, witnessed geophysical logging of the well and coordinated with the County/South Florida Water Management District (SFWMD) staff to ensure representatives were present to oversee portions of the project that were of interest to each party. Evaluation Criteria No. 3: Past Performance ✓ Design of raw water wells for potable water use ✓ Permitting with local regulatory agencies including: St. Lucie County, SFWMD ✓ Bidding services ✓ Services during construction Team Members: Lee Wiseman, Jason Mills Reference Ron Roberts, Name Public Utilities Director Company St. Lucie County Email robertsron@stlucieco.org Fax 772.462.6987 Telephone 772.462.1175 Completion December 2016 Date Project Budget $172,805 Project Number 774 of Days The test well was completed approximately $58,000 under budget. Schedule was impeded by severe flooding of the site, followed several weeks later by a significant brush fire that prohibited site access for a significant amount of time. The schedule was extended by the County to account for these delays, and the driller completed the well on schedule (revised). Logging confirmed that the problematic zone encountered during drilling was no longer producing sediment, and the well's yield exceeded anticipated flows. The step drawdown test reached a maximum flow rate of 2,977 gallons per minute (gpm).The specific capacity of the well was recorded at 35.5 gpm per foot of drawdown. Well chloride levels were also significantly lower than anticipated based on the regional well data available. This project included a change order where we amended the specifications on installing surface casing and developed a better approach, which saved money and expedited the well installation. Smith Collier County, Florida I Solicitation 19-7583 1 Design Services for the NESA Wellfield 3-7 Collier County Administrative Services Department Procurement Services Division Reference Questionnaire Solicitation: 19-7583 Reference Questionnaire for: CDM Smith (Name of Company Requesting Reference Information) Jason Sciandra, PE (Name of Individuals Requesting Reference Information) Name: Ron Roberts, Public Utilities Director Company: St. Lucie County (Evaluator completing reference questionnaire) (Evaluator's Company completing reference) Email: FAX: 772.462.6987 772.462.1175 Collier County has implemented a process that collects reference information on firms and their key personnel to be used in the selection of firms to perform this project. The Name of the Company listed in the Subject above has listed you as a client for which they have previously performed work. Please complete the survey. Please rate each criteria to the best of your knowledge on a scale of 1 to 10, with 10 representing that you were very satisifed (and would hire the firm/individual again) and 1 representing that you were very unsatisfied (and would never hire the firm/indivdival again). If you do not have sufficient knowledge of past performance in a particular area, leave it blank and the item or form will be scored "0." Project Description: Upper Floridan Aquifer Test Well Completion Date: _December 2016 Project Budget: _$172,805 _ Project Number of Days: 774 Item Citeria Score 1 Ability to manage the project costs (minimize change orders to scope). 10 2 Ability to maintain project schedule (complete on -time or early). 10 3 Quality of work. 10 4 Quality of consultative advice provided on the project. 10 5 Professionalism and ability to manage personnel. 10 6 Project administration (completed documents, final invoice, final product turnover; invoices; manuals or going forward documentation, etc.) 10 7 Ability to verbally communicate and document information clearly and succinctly. 10 8 Abiltity to manage risks and unexpected project circumstances. 10 9 Ability to follow contract documents, policies, procedures, rules, regulations, etc. 10 10 Overall comfort level with hiring the company in the future (customer satisfaction). 10 TOTAL SCORE OF ALL ITEMS 100 Evaluation Criteria No. 3: Past Performance West Nassau Regional WTP Phase 16 Expansion Jacksonville, FL The West Nassau Regional wellfield is a primary source of water supply for JEA's Lofton Oaks grid, which provides drinking water for JEA's customers in the Yulee area. The Lofton Oaks water supply grid is served by four WTP's — Lofton Oaks, Nassau Regional, West Nassau Regional, and Otter Run. JEA's water supply plans for the Lofton Oaks grid will continue to rely heavily on the West Nassau Regional WTP and wellfield to provide sufficient water supply to meet near and long-term water supply demands on the Lofton Oaks system. At the request of JEA, this project was performed in two parts: Part 1 — Production Well Drilling, Raw Water Pipeline and Water Quality Sampling, and Part 2 — WTP Expansion and Well No. 2 Mechanical Design. Part 1 of this project involved design, permitting, and engineering services during construction for a new 2,500 gpm capacity lower Floridan Production Well (Production Well No. 2) including a new large diameter raw water pipeline tying into existing JEA raw water infrastructure. The addition of Production Well No. 2, in conjunction with the existing 2,500- gpm well, allowed the finished water capacity to be met on a "firm" basis. The well was designed with an open borehole in both the Upper Floridan Aquifer (UFA) and Lower Floridan Aquifer (LFA), however, if sulfides were of higher concentration in the UFA, the alternative design would allow for casing off the UFA and only having water production come from the LFA. This project included a unique approach for assessing water quality. Electrical design which included specifications and design of the electrical distribution system to serve the new high service pump station building, sodium hypochlorite system, ground storage tanks, and production well No. 2. Design services included a new 480-volt, three phase utility service, 1600A switchgear, motor control centers (MCCs), VFDs, a 750KW standby diesel engine driven generator in a sound -attenuated weather protective enclosure, lighting system, lightning protection system, and fire alarm system. The existing GSTs and production well No.1 were integrated into the new electrical distribution system. ✓ Design of the well sites and supply wells including wellheads, pumps, and ancillary equipment ✓ Design of transmission pipeline systems ✓ Design of raw water well for potable water use ✓ Design of an electrical distribution system and instrumentation and control (I&C) system ✓ Permitting with local regulatory agencies including: FDEP, SJRWMD ✓ Hydraulic modeling ✓ Bidding services ✓ Services during construction Team Members: Jason Mills, Stew Magenheimer, Lee Wiseman, Carl Frizzell, Scott Whitmore, Andrew Ryan Reference Allan Boree, PE; Name Project Coordinator Company Email Fax Telephone Completion Date Project Budget JEA boread@jea.com N/A 904.514.5666 April 2018 $5.8M CDM Smith, in conjunction with JENS Environmental Permitting Project Number personnel, prepared and submitted a minor letter modification to of Days 881 their existing consumptive use permit (CUP) for the construction of y Production Well No. 2. CDM Smith assisted the well driller in acquiring the well construction permit through the St. Johns River Water Management District (SJRWMD) and the Florida Department of Environmental Protection (FDEP). The assistance included the preparation of applications, exhibits, drawings, and specifications necessary for the well construction permit application. CDM Smith conducted step drawdown testing of the wells and collected samples to be analyzed for chlorides, sodium, potassium, calcium, iron, magnesium, total alkalinity, total hardness, total dissolved solids (TDS), specific conductance, and pH. This project was completed on schedule, within budget, and without change orders. CDMmith Collier County, Florida I Solicitation 19-7583 1 Design Services for the NESA Wellfield 3-8 Collier County Administrative Services Department Procurement Services Division Reference Questionnaire Solicitation: 19-7583 Reference Questionnaire for: CDM Smith (Name of Company Requesting Reference Information) Jason Sciandra, PE (Name of Individuals Requesting Reference Information) Name: Allan Boree, PE; Project Coordinator (Evaluator completing reference questionnaire) Email: FAX: N/A Company: JEA (Evaluator's Company completing reference) 904.514.5666 Collier County has implemented a process that collects reference information on firms and their key personnel to be used in the selection of firms to perform this project. The Name of the Company listed in the Subject above has listed you as a client for which they have previously performed work. Please complete the survey. Please rate each criteria to the best of your knowledge on a scale of 1 to 10, with 10 representing that you were very satisifed (and would hire the firm/individual again) and 1 representing that you were very unsatisfied (and would never hire the frm/indivdival again). If you do not have sufficient knowledge of past performance in a particular area, leave it blank and the item or form will be scored "0." Project Description: West Nassau Regional WTP Phase Completion Date: Aril 2018 I Expansion Project Budget: 5 800 000 Project Number of Days: 881 Item Citeria Score 1 Ability to manage the project costs (minimize change orders to scope). 9 2 Ability to maintain project schedule (complete on -time or early). 9 3 Quality of work. 9 4 Quality of consultative advice provided on the project. 10 5 Professionalism and ability to manage personnel. 10 6 Project administration (completed documents, final invoice, final product turnover; invoices; manuals or going forward documentation, etc.) 10 7 Ability to verbally communicate and document information clearly and succinctly. 10 8 Abiltity to manage risks and unexpected project circumstances. 9 9 Ability to follow contract documents, policies, procedures, rules, regulations, etc. 10 10 Overall comfort level with hiring the company in the future (customer satisfaction). 10 TOTAL SCORE OF ALL ITEMS 96 Evaluation Criteria No. 3: Past Performance South Miami Heights Water Supply Program Miami -Dade County, FL WASD withdraws approximately 304 mgd from the Biscayne Aquifer, which is part of the surficial aquifer system. As part of an alternative water supply initiative, WASD obtained from SFWMD in their 20-year Water Use Permit (WUP) in 2012 an allocation of 23.3 mgd of brackish water from the UFA to supply a planned new LPRO WTP in South Miami Heights (SMH). A systematic and comprehensive hydrogeologic test program was developed to evaluate potential yield and quality of groundwater from the UFA at the proposed SMH wellfield site. Three spatially representative locations of the 14 UFA sites were selected to install UFA test production wells for hydrogeological assessment. In addition to investigating the UFA through a test production well program, an Underground Injection Control (UIC) Class V deep exploratory well located at the SMH WTP site was designed and permitted as part of the hydrogeologic test program to explore suitability of disposal of RO brine into the Boulder Zone (2,500 to 3,500 feet below land surface [bls]), and to collect geologic and hydrogeologic data beneath the UFA. The hydrogeologic data collected provides critical design criteria for the SMH WTP. A common risk associated with brackish water quality UFA production wells are the upconing of saline water at underlying formations. Although some level of salinity increase is expected, actual operating data from various UFA wellfields in South Florida have shown that the salinity in groundwater from some UFA production wells degraded sooner than anticipated. The hydrogeologic test program included desktop hydrogeologic data review of existing nearby UFA or Lower Floridan Aquifer wells, formation testing (packer testing, video and geophysical logging, and water quality sampling) during the construction of three UFA test/production wells, a seismic survey targeting imaging to 4,000 feet bls, a continuous core down to 1,640 feet bls, long -duration (30 days) aquifer performance tests (APTs), and specific capacity testing. This innovative test program was designed to optimize production well locations and wellfield operations. After collecting and analyzing the lithologic, geophysical, water quality, and aquifer hydraulic data, a variable density groundwater flow and transport model was developed with the site -specific data collected as part of this test program. Flow and transport simulations for various pumping scenarios were conducted to evaluate aquifer water levels and water quality changes over time, as well as to evaluate the wellfield design scenarios. ✓ Design of the well sites and supply wells including wellheads, pumps, and ancillary equipment ✓ Design of transmission pipeline systems ✓ Design of potable water and raw water wells ✓ Design of deep injection wells ✓ Design of monitoring wells ✓ Design of an electrical distribution system and instrumentation and control (I&C) system ✓ Permitting with local regulatory agencies including: FDEP and SFWMD ✓ Hydraulic modeling ✓ Bidding services ✓ Services during construction Team Members: Jason Mills, Stew Magenheimer, Lee Wiseman, Clay Tappan, Christina Garcia-Alario, Seenu Anandam Reference Maria Idia Macfarlane, MS, PG; Name Professional Geologist Company Miami -Dade Water and Sewer Department (WASD) Email maria.macfarlane@ miamidade.gov Fax N/A Telephone 786.552.8469 Completion April 2017 Date Project Budget $16M (entire program) Project Number 1,215 (entire program) of Days In order to minimize change orders on this complex project, we collaborated closely with WASD and were on -site every day, providing full time RPR during the test program implementation and construction. The Contractor was given additional time to perform added scope items. This project met schedule (revised) and budget. S � th Collier County, Florida I Solicitation 19-7583 1 Design Services for the NESA Wellfield 3-9 Water Supply Wells 28W, 31 W, and 33W Boca Raton, FL The City of Boca Raton operates a raw water supply system consisting of 56 surficial aquifer water supply wells, which are divided into six wellfields that serve the City's water treatment plant. The plant incorporates membrane and lime softening processes. The City is permitted to withdraw up to 51.5 mgd on an average daily basis per year. Since 1982, CDM Smith has been assisting the City with the design and installation of its surficial aquifer system wells. This includes the construction of approximately half of the City's wells in the supply system In 2011, the City of Boca Raton undertook a water system improvement project to install three new water -supply wells (28W, 31 W, and 33W) including surface equipment. The improvements were designed to replace six million gallons per day of raw water capacity from some of the City's older wells whose capacities were declining. The wells were sited on the west side of Countess de Hoernle Park and are similar in construction to those wells already installed in the Northern and Northwestern Wellfields. The City engaged CDM Smith to provide design, permitting, bidding, and construction services for this project. The wells are constructed with screened intervals approximately 100 to 215 feet below ground and equipped with a submersible pump and motor assembly and the associated mechanical, electrical, instrumentation and controls, and linked via remote telemetry units to the supervisory control and data acquisition system controlled at the Membrane Softening WTP. The design phase was delivered using a streamlined design process which allowed schedule and budget goals to be achieved. CDM Smith also assisted with securing the consumptive use permit (CUP) modifications for this project. During the construction phase of the project, the CDM Smith team provided services for bid tabulations and reviews, notice of award, construction coordination with the contractor, scheduling, shop drawing and pay requests reviews, document control, and progress meetings. The project team was able to balance multiple stakeholder issues during construction and deliver a successful project to the City of Boca Raton. This project was completed on schedule, within budget, and without change orders. Evaluation Criteria No. 3: Past Performance ✓ Design of the well sites and supply wells including wellheads, pumps, and ancillary equipment ✓ Design of transmission pipeline systems ✓ Design of raw water wells for potable water use ✓ Design of an electrical distribution system and instrumentation and control (I&C) system ✓ Design of backup power supplies ✓ Permitting with local regulatory agencies including: FDEP, SFWMD, Palm Beach County, etc. ✓ Hydraulic modeling ✓ Bidding services ✓ Services during construction Team Members: Stewart Magenheimer, Lee Wiseman Reference Ramy Maharaj, Name Utilities Facilities Manager Company City of Boca Raton Email rmaharaj@ci.boca-raton.fl.us Fax N/A Telephone 561.338.7316 Completion 2018 Date .tune Project Budget $3.2M Project Number 1,855 of Days Smith Collier County, Florida I Solicitation 19-7583 1 Design Services for the NESA Wellfield 3-10 Evaluation Criteria No. 3: Past Performance Production Wells No. 14and No.15 and Replacement Well No. 6A Jacksonville, FL Main Street Well No.14 CDM Smith and JEA worked collaboratively to implement the Main Street Well No.14 project (raw water well, wellhead assembly, and raw water pipeline) consisting of one new 20-inch outer diameter (OD) steel cased production well (designated Well No.14), wellhead assembly, well facility, and approximately 1,100 feet of new 16-inch raw water pipeline to connect to the existing Main Street Well System. The project is in the urban environment in downtown Jacksonville on the JEA-owned property parcel located on the corner of Philip Randolph Boulevard and Phelps Street, with raw water pipeline running along Phelps Street west to an existing tie-in point near abandoned JEA Well No. 9.The production well was triple cased to isolate surficial and intermediate aquifers. The upper portion of the surficial aquifer had known low level contamination on adjacent property. The final 20-inch OD steel casing was set to a depth of 525 feet below land surface (bls) with an open hole construction to 1,300 feet bls. The production of this well exceeds design capacity of 2,500 gpm. Main Street Well No.15 CDM Smith is providing engineering and construction services for JEA Main Street Well No. 15. We are completing the design, permitting, testing, and construction management for this well. This project will also involve the design of a 20-inch OD production well, Variable Frequency Drive (VFD) motor -driven vertical turbine pump, well header with associated valves and fittings, associated electrical, instrumentation and control equipment, and raw water main to connect to the new well to the existing stub -out location at the nearby abandoned Well No. 8. The final 20-inch OD steel casing was set to a depth of 543 feet bls with an open hole construction to 1,300 feet bls. This well when completed free flowed at over 7,800 gpm. ✓ Design of the well sites and supply wells including wellheads, pumps, and ancillary equipment ✓ Design of transmission pipeline systems ✓ Design of raw water wells for potable water use ✓ Design of an electrical distribution system and instrumentation and control (I&C) system ✓ Design of backup power supplies ✓ Permitting with local regulatory agencies including: FDEP, City of Jacksonville ✓ Hydraulic modeling ✓ Bidding services ✓ Services during construction Team Members: Lee Wiseman, Jason Mills Reference Andrew R. May, PE; Name Project Manager Company JEA Email mayar@jea.com Fax 904.665.7263 Telephone 904.665.4510 Completion November 2018 Date Main Street Well No. 6A Project Budget $4M CDM Smith and JEA worked collaboratively to implement the new Project Number 1,359 Main Street Well No. 6A Project (raw water well, wellhead assembly, of Days and raw water pipeline) consisting of one new artesian production well (designated Well No. 6A), wellhead assembly, well facility, and approximately 160 feet of new 16-inch raw water pipeline within the JEA Main Street WTP in downtown Jacksonville. This project was a replacement project to the existing Well No. 6 project nearby on -site at the WTP, which specific capacity has decreased substantially over the years. Upon completion of Well No. 6A, the existing Well No. 6 will serve as an emergency backup well. The final 20-inch OD steel casing was set to a depth of 515 feet bls with an open hole construction to 1,300 feet bls. This well also exceeds the design rate of 2,500 gpm. CDM Smith met budgetary goals on these projects, despite the unforeseen changing construction conditions in downtown Jacksonville's urban planning (Well No.14) and picking up the preliminary design from another consultant to finish the project (Well No. 6A). Our unique technical review committee comprised of multi -discipline members allowed for the quality control measures that are required for a drilling, mechanical/civil job of this complexity in the urban environment and to minimize change orders. These projects were completed on schedule as well. S th Collier County, Florida I Solicitation 19-7583 1 Design Services for the NESA Wellfield 3-11 Evaluation Criteria No. 3: Past Performance GeorgeT. Lohmeyer Regional WWTP Deep Injection Well Rehabilitation Fort Lauderdale, FL The City owns and operates five injection wells, IW-1 through IW-5, at the George T. Lohmeyer Regional WWTP (GTL WWTP). Chapter 62-528/425(1) (d) of the Florida Administrative Code (FAC), requires that the mechanical integrity of an injection well system be demonstrated every five years. Testing must be completed in accordance with Chapter 62-528.300, FAC. In addition, the GTL WWTP's injection well permit (Underground Injection Control [UIC] operation permit) stipulated a mechanical integrity plan be submitted to the UIC Technical Advisory Committee (TAC) prior to testing. CDM Smith conducted mechanical integrity testing (MIT) on the five Class I injection wells in 2004, 2009, and 2014.Our work included preparation of a MIT plan, preparation of contract documents consisting of technical specifications and drawings for planned implementation, field testing services, and review of existing monitoring data. Data collected from the monitor well was analyzed to determine system integrity. The field data was integrated into a final report for the FDEP UIC TAC submittal for review and approval. An interpretation of the various field test results and monitor well data were included as part of the final report. The reports were submitted, and the regulatory requirements were satisfied. This project was completed on schedule, within budget, and without change orders. In 2014, the City's five Deep Injection Wells (DIWs) (in service for 40 years) were experiencing reduction in efficiency of 20 percent. After evaluation, CDM Smith recommended the City brush the well casing and acidize the well bore hole to increase production. All five DIWs at the GTL WWTP were brought back to 100 percent efficiency, saving millions of dollars for not drilling a sixth well plus new process treatment. ✓ Development, implementation, and oversight of deep injection well rehabilitation plan ✓ Development of DIW mechanical integrity test plan and oversight during testing Team Members: Stewart Magenheimer Reference Herbert E. Stanley, Name Project Manager Company City of Fort Lauderdale Email hstanley@fortlauderdale.gov Fax 954.828.5074 Telephone 954.828.6801 Completion March 2015 Date Project Budget $172,805 Project Number 378 of Days MCollier County, Florida I Solicitation 19-7583 1 Design Services for the NESA Wellfield smith 3-12 Evaluation Criteria No. 4: Project Approach, Willingness to Meet Time and Budget Requirements Project Approach Project Overview and Understanding The project includes the planning, design, permitting, bidding, and construction contract administration for the development of potable and irrigation quality (IQ) water supplies to meet the needs of the planned development in the Northeast Service Area (NESA). In addition to production wells, the project may include deep injection wells for disposal of reverse osmosis (RO) concentrate or excess IQ water and aquifer storage and recovery (ASR) wells for the storage of excess IQ water and seasonally available freshwater supplies, such as from stormwater harvesting. The design of the wellfield, to serve potable and IQ needs, will be based upon the CDM Smith Northeast Regional WTP (NERWTP) Wellfield Infrastructure Development design provided to the County in December 2009. Modifications will be made to accommodate the timing of anticipated water supply needs based on development absorption. We have included project directors Jason A. Sciandra, PE (engineering) and W. Kirk Martin, PG (hydrogeology); project manager Stewart J. Magenheimer, PG, PMP; lead mechanical engineer Clay M. Tappan, PE; electrical engineer Paul A. Lefave, PE, CEM; and groundwater modeler Sri nivasakumar "Seen u"Anandam, PE on the team to bring significant institutional knowledge about the original design and permitting of the wellfield. In addition to the design of the wellfield, CDM Smith understands that the project will involve significant coordination with other firms hired by the County to develop the interim NESA WWTP and potable water distribution facility, the permanent NERWTP and NEWRF, the Big Corkscrew Island Regional Park, and the Northeast County Recycling Drop-off Center. Coordination will include evaluation of alternate well site locations and pipeline corridors to accommodate the needs of the various County stakeholders while maintaining the integrity of the wellfield. Resources Available to Complete the Services Our project management team including Mr. Sciandra, Mr. Martin, and Mr. Magenheimer will work together to assign the right staff members to each work package. As documented in our response to Evaluation Criteria No.1, each team member has been selected for work on this project based on their historic experience on County projects, familiarity with County standards, and their availability to meet the deadlines specified by the County. In addition, our project team can be supplemented with our more than 400 professionals in Florida and nearly 4,800 professionals nationwide as needed. CDM Smith has the manpower and availability to complete your project on time and on budget. CDM Smith will build upon the existing NERWTP Wellfield design. Production wells were designed and laid out, however, ASR and deep injection wells (DIW) were not included at that time. Our team will modify and update the wellfield design in coordination with the County and project team will design the DIW and ASR wells as needed. Preliminary Engineering We believe that the success of all projects hinges on an unwavering commitment to quality. Therefore, from notice - to -proceed (NTP) and through project completion, we will be utilizing our quality management program to drive project quality. Key to the quality of the project will be the review meetings with the County. The County's knowledge of the area, operational challenges, preferred materials (such as HDPE for transmission mains), and experiences with local Contractors will be solicited and incorporated at each stage of the project. The project will initiate with a project kickoff meeting that will be focused on understanding the County's needs for the overall NESA program and the initial phase of the wellfield. During this meeting, we will engage in a detailed discussion of the objectives of the project and preferences of the County to develop a list of critical success factors that will become the guiding principles of the project. The meeting will also be used to discuss innovative concepts such as groundwater to groundwater ASR, which can turn seasonally available freshwater supplies into a year-round source and well team optimization that can maximize the production of the wellfield while limiting water quality degradation and changes in water levels. For the project kickoff meeting, the County will be encouraged to invite a broad cross-section of its water, wastewater and IQ water groups, including everyone from field technicians and operators to engineers and managers. The goal is to understand not only the high-level vision for the project, but also the needs and bright ideas of those who are putting hands on the system each day. Following the project kickoff meeting, we will undertake a detailed review of all available existing plans, specifications, reports, and other data. We will also prepare and submit a data request list outlining all information necessary to complete the design. A detailed draft baseline project schedule will also be prepared for discussion at the kickoff meeting. S � th Collier County, Florida I Solicitation 19-7583 1 Design Services for the NESA Wellfield 4-1 Evaluation Criteria No. 4:Project Approach, Willingness to Meet Time and Budget Requirements Freshwater Brackish Non-USDW Injection Chloride Supply Watersupply ASRWell Well (.9/0 °oo ada 1100 1600 2000 In conjunction with the literature review, we will perform an update to the previous freshwater demand reduction ° assessment. The data will be compiled into a single data repository with a summary spreadsheet developed for cataloging the information. Co,Mning Beds ■ herhwMer Aqui/e, ■ 11.&MWater Aq.&, ■ ABneWeter AgeMe, CDM Smith's approach blends innovative ideas like groundwater to groundwater ASR with proven technology to deliver a sustainable system. For this project to be successful, the County and consultant team must be able to envision both short-term objectives of the project and long-term sustainability and resiliency of the water supply. Our team is aware of the opportunities at the NESA site to identify, quantify, and utilize freshwater supplies, which will reduce the cost to construct the supply wellfield and associated WTP equipment. In fact, CDM Smith previously prepared a technical memorandum entitled "Assessment of Freshwater Demand Reduction by Land Use Change, focused on the potential for increased potable water supply permitting based on retiring of historic agricultural water use permits. To this end, our team will start the project with a water supply quantification memorandum. Mr. Martin will lead this effort. Under his guidance, the team will review various reports and studies available including: CDM Smith NERWTPWellfield Hydrogeologic Investigation Report (2005) CDM Smith NERWTP Wellfield WUP Application (including 03,i6°fir>Ign " rm1� m rl modeling report and RAI R`P responses) (2007) Having prepared many of CDM Smith Evaluation of these documents, we have Potential Expansion Areas ready access to the materials — Lower Tamiami Wellfield which will result in quicker Reliability Improvements (2005) turnaround time. CDM Smith NERWTP Basis of Design Report (2007) Historic NERWTP Wellfield and WTP data related to plans and specifications, hydraulic modeling, soil borings, subsurface explorations, and permitting efforts With compiled data, a meeting will be held with the County to review key findings and to discuss the need for any additional data collection before the Basis of Design Report (BODR) is prepared. Based on the feedback from the County, our team will prepare the BODR that will lay out in sufficient detail for permitting the project elements that will be designed and constructed during the initial phase. To ensure future phases are clearly defined, the BODR will also include information on how the initial phase will be constructed to allow for easy modification to accommodate future phases of work. The BODR will also include hydraulic modeling of the well pumps and transmission system based on the initial phase and a list of the permits required to construct. Permitting will start as soon as the BODR is accepted by the County. For the preliminary engineering phase, Mr. Martin and Mr. Sciandra will serve as the overall task leads. Given their 14-year relationship working together on County projects, they bring extensive knowledge of the Collier County system and the numerous reports and studies that have been undertaken to plan the County's long-term water supply sustainability. Day-to-day management of team assignments will be the responsibility of the project manager, Mr. Magenheimer, who will work closely with the project directors to assign the right staff members to each work package. He will also serve as the task lead for the remainder of the project, with ongoing support and involvement from the project directors. Design (60% Design Documents, 60% OPCC, Final Design Documents, and Final Contract Documents) As indicated in the project understanding, it is our intent to reuse the NERWTP Plan Wellfield Infrastructure Development design to the maximum extent possible with modifications being made to accommodate the timing of anticipated water supply needs based on development absorption. CDM Smith is in a unique position to quickly bring the existing plans and specifications into conformance with current codes and County standards given our previous development of the documents. By bringing back the original designers for process mechanical, electrical, and structural as well as having reviewed the work of the original design team. Through our rigorous quality program, our team is prepared to adopt the work of the previous design leads as successor engineers, as defined in 61 G15-27.001, FAC. In addition, we will rely on the Well Design Guideline we prepared for the County under the Wellfield Program. The Well Design Guideline is a codification of the lessons learned through the Wellfield Program and represents the County's evolving well design needs and preferences. We will successfully leverage our knowledge of the Guideline as we did in the design of the recent Tamiami Well38 project. S � th Collier County, Florida I Solicitation 19-7583 I Design Services for the NESA Wellfield 4-2 Evaluation Criteria No. 4:Project Approach, Willingness to Meet Time and Budget Requirements The design of any phase of the NESA wellfield will begin by reviewing the 2009 design and evaluating which aspects can be reused and the level of redesign required. In cases where it would be more cost effective for our team to design the work from scratch as opposed to modifying the existing design, this cost saving measure will be reviewed with the County. Based on the decisions made at the BODR review meeting, we will initiate the 60% design and permitting of the project. The 60% design deliverables will include preparation of the plans and specifications and updates to the hydraulic modeling. We will also initiate the collection of additional survey, subsurface utility engineering, geotechnical, and environmental field data as deemed necessary based on our review of existing data during the preliminary engineering phase. In addition to the plans and specifications, the 60% design submittal will include an Engineer's Opinion of Probable Construction Cost (OPCQ, a summary of the hydraulic modeling, and a progress update on the status of each permit required as identified in the BODR. A review meeting will be held with the County to discuss the 60% design submittal package. After finalizing the BODR update, permitting assistance will include performing environmental assessments and preparing permit applications for submittal to South Florida Water Management District (SFWMD) and agencies where building and right-of-way permits will be required. These permits include Collier County, FDEP, FDOT, and the SFWMD. A Water Use Permit (WUP) modification will be necessary from the SFWMD, which will require groundwater modeling of the fresh water and brackish water systems to analyze the hydrology of the area. The goal of the modeling is to secure a groundwater allocation for the proposed wellfield by identifying level of service and sustainable withdrawal rates. Our team has developed the fresh and brackish water systems models from previous assignments and can apply these in an expeditious manner to support the WUP modification application. Final design (90%) will include the creation of the bid documents for the County to provide its final review and comments. The final design submittal will include the final hydraulic model (including surge analysis), plan drawings, and project specifications. In addition to the bid package, we will provide an updated 90% design level OPCC and a potential construction schedule. Based on the input from the final design review meeting, we will update the bid documents as specified by the County. The bid documents will include the plan drawings and the project specifications, which will be provided to the County in Microsoft Word and Adobe PDF format. Construction Bid/Contract Administration For the bidding phase, we will participate in the pre -bid meeting, assist the County by preparing responses to questions received, and prepare and issue any addenda. Once bids have been received, we will review the apparent low bid and prepare a letter of recommendation of award. During construction, we will assist the County in administering the construction contract and providing inspection services. Services during construction will include managing construction meetings, submittal reviews, addressing requests for information, review of Contractor pay applications, preparation of record drawings, and project certification. As an added benefit, we possess all required FAA authorizations and certification for the commercial operation of Small Unmanned Aerial Systems, or drones. Controlled airspace and FAA part 107 waivers will be submitted prior to project start, so aerial operations can begin at NTP. During construction, the most typical applications for drones will be to obtain aerial videos of the progress of the work. Drones will be used to supplement inspectors, who will still provide eyes -on visual inspections. The data from these regular fly overs will be used to anticipate unforeseen issues, so they may be addressed before they impact construction progress. When unforeseen issues do arise, our construction inspectors will quickly relay the information to the County PM and our PM, and our team will provide options for alleviating the issue in a timely manner. Public Meetings While not specifically identified in the RPS, we can envision the potential benefit of holding one or more public meetings during the design and execution of the project, which our team regularly assist our clients with preparing and administering. Property Acquisition The original layout of the wellfield for the NERWTP site included a 16 well site string around the site and the adjacent Collier County Fairgrounds property. Depending on the treatment technology selected for the NERWTP, it may be necessary to look offsite for additional freshwater supplies. During our previous work, we supported the County in looking at three potential areas for future wellfield development: Shady Hollow, SR-846 Land Trust, and the Mystery Well Site (Faka Union Canal). We will leverage our previous work to support property acquisition needs as we did throughout the Wellfield Reliability Improvements and Expansion Program. Another option for increasing the freshwater reliability of the NESA Wellfield would be to interconnect it through the north end of the Golden Gate Tamiami Wellfield. Such an interconnection would provide mutual redundancy to both wellfields. CDM Smith has provided historic support to evaluation of additional freshwater supply sites. S � th Collier County, Florida I Solicitation 19-7583 1 Design Services for the NESA Wellfield 4-3 d ■ ■■ 0 ■■■MEE ■ .... . ■■■ ■ o I ... . :::: ■ ' �... . ::: .... . MEN . 0 N N a N T T T T T T T T T T T T T R T N T R T T R R 0 0 R 0 0 0 0 0 o g o 0 0 0 0 o g o g o 0 0 0 0 0 0 M M O Gl y E E R � d � w 1 c o o u v Ct Q 0: V LL 0 C -o m T 21 O T E 3 W _ LL ou T o v 0 o E F z o `c o w u E 1- o v E V E 3 0 n 3 0 -_ 3 o c 3 N o Y m o U w m Vo v p v° E Q O O T K 1 O >. = CC O T O _6 c N d -O E E O O O 0 o V 0 0 m O� Of ._ -3 o V O _ m m O w 9 o V o p rn N .o m o'-m L O 7 W E C Ol n C E Ul j Y j� Ol V1 v y _ y C ORC OO v._ C N C ._ - N = 3: C N N e. N O o N N 2 O O O V O 2 ac LL - O O b b O V W Q O O 0 O V O 2 u LL O v C O N C Y C p Evaluation Criteria No. 4:Project Approach, Willingness to Meet Time and Budget Requirements Managing the Overall Cost of the Project The CDM Smith team is unquestionably the most experienced well and wellfield engineering consulting firm in Collier County, based on a historic relationship that stretches back more than 35 years. The map to the right illustrates most of the wells we have been involved in planning, permitting, designing, and providing construction observation for Collier County during our long-term partnership. The team proposed for this project has been directly involved in the majority of the historic projects completed by CDM Smith. By bringing this level ofexperience to the project, we are providing a team that thoroughly understands the hydrogeology of the project area and will not need to perform extensive studies to advance the project. Beyond our institutional knowledge of the County's hydrogeology, CDM Smith will provide oversight of the overall project cost through our regimented project controls system. Our approach to superior project delivery is to provide the necessary people, processes, and tools. Six key elements to this successful approach include: Aligning right person, right job: our firm has an approved project manager list identifying the staff with training and demonstrated experience to manage a project successfully. Our proposed project manager, Mr. Magenheimer, is on the list, has been trained in CDM Smith's project controls measures, and recently obtained his Project Management Professional (PMP) certification. CDM Smith has a consistent project management governance structure that provides our clients the same quality of service anywhere across the globe. CDM Smith has been involved in the planning, permitting, design, and construction observation for more than 130 Collier County well projects during our long-term partnership. Consistent, scalable, industry standard project management practices and business processes on all projects such as Project Management Institute (PMI), Project Management Book of Knowledge (PMBOK), and project delivery system (PDS) provide consistency across projects. Drive transparency, efficiency, and effectiveness through an integrated project management toolset that includes Primavera P6 and the project management tool, EcoSys, and meaningful data to provide the County accurate information on the status of its project. Robust learning/development program, including attaining professional project management certifications (PMP, Certified Associate in Project Management [CAPM], Design -Build Institute of America [DBIA]), to develop and train our project management cadre. CDM Smith's industry standard PM toolset is applied across all our projects.The advantages recognized by this standard toolset to all our projects include: Ability to predict resource needs across the entire firm — Using Primavera P6, resource loaded schedules will be developed for all projects, allowing CDM Smith to predict staffing/resource needs for all our projects and identify in advance potential staffing conflicts so last-minute impacts on project implementation are avoided. Enhanced budget and schedule controls — Our industry standard project management toolset supports earned value management (EVM) on all projects and provides reports to task order managers of the financial and schedule health of a project on a weekly basis.This will allow Mr. Magenheimer to identify potential issues as early as possible and provide increased lead time for mitigation planning to correct any potential schedule or budget issues before they occur. Smith Collier County, Florida I Solicitation 19-7583 1 Design Services for the NESA Wellfield 4-5 Evaluation Criteria No. 4:Project Approach, Willingness to Meet Time and Budget Requirements Using this approach, CDM Smith will deliver on its commitment to meeting the County's schedule and budget requirements. Our extensive experience in managing projects of this nature has shown that the key to successfully meeting schedule and budget is to utilize an experienced project manager who has a disciplined project planning approach. By developing a thorough work plan at the beginning of the project, updating the plan on a monthly basis, and regularly communicating project objectives to the project team, the County should realize benefits in terms of time/cost savings as we have accomplished on previous relevant projects. We offer Collier County that proven experience in project manager Mr. Magenheimer who is responsible for delivering projects on time and under budget. 1OOK & 100K Completed Completed Completed 1.2M Completed SAVED arSAVED ON BUDGET ON BUDGET ON BUDGET SAVED ON BUDGET Golden Gate Livingston AWWTF Structural Arnennie- Reclaimed Water Glades Road WTP Tampa Bay Canal Intake and Road ASR-2 Repairs Phase 1 Pritchett WRF, Production Facility Process Addition, Regional Surface Transmission Main Collier County, FL City of Naples, FL City of Fort Myers, FL Okaloosa County, FL Improvements City of Boca Raton, FL WTP Expansion and Expansion Tampa Bay Water, FL City of Marco Island, FL CornP }� ON CHEDU E ON SCHEDU E p P p Ieted ON CHEDU E ON SCHEDULE Im ON CComHEDU Eeted Mq ON CHEDU E Mq ON SCHEDU E Bid $4,8M Bid $2,6M Bid $2M Bid $49M Bid $72M Bid $55.3M Bid $84M [� Built $4.7M Built $2.5M Built $2M Built $49M Built $72M Built $54.1M Built $84M Cost control for the overall project involves many different facets of the project from planning through construction and even into operations and maintenance. On this project, CDM Smith will continually looks for opportunities to provide best value for the County's customers, balancing operational ease and reliability against short and long-term costs. Below are some of the cost saving measures CDM Smith will look to implement on this project. Note that for each option, CDM Smith will review the opportunity, risk, and risk mitigation measures with the County before proceeding with any measure. CDM Smith Our survey subcontractor, ABB will review the existing survey information and evaluate the potential for reusing some or all of it. Using drones and photogrammetric technology, it is possible to review existing survey data will work against current conditions and determine the right amount of additional survey I data to obtain. closely with We will evaluate the existing test production wells at the NERWTP site and the h County Orange Tree Utility Site for the potential to reuse the wells as supplemental t e production wells, ASR wells, or monitoring wells. to provide Increasing the number of OPCCs and preparing them earlier in the project, will allow the County to better understand potential project costs and design to the cost -saving project budget. I As stated earlier, the CDM Smith team will review all available data for the solutions that project site during the initial phase of the project. This will allow for a focused, reduced data collection effort. meet your We would re-evaluate the need and cost effectiveness of having a dedicated acid line to the production wells versus eliminating this line and using the traditional approach of contracting with a well driller and acidifying the wells project individually, as needed. goals. AW Another approach that will streamline and accelerate the schedule and help reduce capital costs is to separate the design and construction into two parallel parts; Part 1 -Well Drilling and Part 2 -Wellhead Assembly and Raw Water Main, I as described on the following page. Smith Collier County, Florida I Solicitation 19-7583 1 Design Services for the NESA Wellfield 4-6 Evaluation Criteria No. 4:Project Approach, Willingness to Meet Time and Budget Requirements The purpose of separating the design and construction is to expedite the design process and procurement of contractors by first designing and constructing the production wells while starting design of the wellhead and raw water main in parallel. A well driller is the Contractor for Part 1 and a general Contractor for Part 2. When the well design and construction is complete, the GC can initiate their work without delay from the well driller. Parts I and II of this project will share common upfront initiation tasks and will share the project initiation and the kick-off meeting. Periodic review meetings will be held separately for Parts 1 and 2, due to the fast -track nature of Part 1 and facilitating the drilling of the well(s). The wellfield performance is already extensively known by our team and preliminary data collected by CDM Smith will include supplementing any information needed for modeling efforts, as-builts, operational preferences, and layout considerations on the site. All preferences as it pertains to civil, mechanical, electrical, and instrumentation design established in previous Collier County well projects will be validated during the kick-off meeting to ensure it meets Collier County's standards and plans for this site. Throughout the design phase, we will also coordinate with the Collier County Operations and Maintenance (0&M) group to ensure that expectations are met and any requirements from an 0&M perspective are included in the design. All other phase of the wellfield project detailed below are completed separately: 30% Design — Conceptual Design 60% Design — Detailed Design 90% Design — Detailed Design Permitting 100% Design -Final documents ready for Bid Bidding Services Construction Services We have recently successfully used this approach on four separate JEA production projects, which have saved that utility time and money including the most recent well 15, as shown below. cltt of JACKsoNVlue NOTESCONSTRUCTION DRAWINGS PLAN APPRovAL FOR MAIN STREET WATER TREATMENT PLANT - WELL NO 15 PRODUCTION WELL DRILLING JEA PROJ NO.: 8003508 —� CONSTRUCTION DRAWINGS CITY OF JACKSONVILLE NOTES PLAN APPROVAL FOR 8 PARED BY MAIN STREET WATERPRE v _ Cp M JEA IIT TREATMENT PLANT - WELL NO. Smith 5m WELLHEAD ASSEMBLY AND I'll 11"1T,as�.00 RAW WATER MAIN ,�„�,,�, Building Community. "" '... . nca.xo eanowozo;.INGG—.e........_.........._..,.....,.... JEA PROJ NO.: 8003508 riaE MA„s�.. ^� PREPARED BY: co NFORMED ME PRAWING CS -PM '441V �•----_=--• Building Community- 1 FL -A Ro Ea �000 0 GENERAL PROJECT INFORMATION °� +_ our Smith Collier County, Florida I Solicitation 19-7583 1 Design Services for the NESA Wellfield 4-7 lo � EW.X' Evaluation Criteria No. 5: Location CDM Smith understands that responsiveness is important to Collier County, which is why we have maintained an office in Fort Myers for more than 35 years. Our current Fort Myers office —located at 4210 Metro Parkway, Suite 230, Fort Myers, FL 33916—has been in operation since 2017, has 25 professionals assigned to it, and is located less than an hours'drive from the County's offices. As detailed below, the County has benefitted from our close proximity and close working relationships with County staff and regulatory agencies' local offices. Approach to Management and Execution of Work All work under this contract will flow through our local Fort Myers office, starting with our local project director for engineering services, Jason A. Sciandra, PE. Working out of this office for more than 15 years, Mr. Sciandra holds established and time -tested working relationships with our project manager and technical staff that will translate to smooth management and execution of work. In addition, W. Kirk Martin, PG will serve as project director of hydrogeology services. Stewart J. Magenheimer, PG will serve as project manager for this project, as he has done on numerous County projects including the Wellfield Reliability Improvements and Expansion Program, LowerTamiami Aquifer Expansion, and Irrigation Quality Water Wellfield Rehabilitation. Throughout this experience, Mr. Magenheimer has proven his ability to remain responsive to County staff, monitoring project status on a regular basis and proactively identifying variances to schedule and budget, if any, to facilitate early initiation of corrective action measures. To provide the best value to the County, our local delivery staff will be supported by professionals throughout the state, including our nearby Orlando office as a strategically located design center that houses the discipline groups. Furthermore, if necessary, we are able to access experts from our network of Florida and out-of-state offices to assist the County with any assignments. We will also involve our technical experts as needed throughout the various stages of projects; however, it's important to note that almost all the team members shown on our organizational chart are located in Florida. Managing Information Collection and Distribution Between Team Members Managing and controlling information is key for project managers and owners to ensure successful project delivery, which is why each project begins with a kickoff meeting to discuss and capture critical success factors, the County's preferences, and any project -specific constraints. We also prepare and submit data request lists outlining all other information necessary to complete design As part of day-to-day project management, Mr. Magenheimer will provide frequent status reports to the County on the progress of projects. Our effective project control systems are scalable, consistent, and integrated, providing a routine method of producing and controlling information for progress reporting, scheduling, budgeting, accounting, and all other project functions. And since all work will flow out of our local office, we can ensure coordination and communication among design personnel (internal) and facilitate seamless coordination with the County's personnel (external). CDM Smith, Fort Myers, FL 4210 Metro Parkway, Suite 230, Fort Myers, FL 33916 4DAQ 25 professionals 3D Design. Our 3D graphic capabilities in design of facilities and infrastructure reduce cost of construction. We utilize Virtual Design and Construction (VDC) and have staff within the office trained in Revit, Navisworks, Civil 3D, and Plant 3D. Hydraulic Modeling and Analysis. We can assist with data collection, development of hydraulic models, analysis of modeling results, and recommendations for current or future conditions. Our office has experience with WaterCAD, InfoWater, WaterGEMS, the various SWMM models, and SewerGEMS. - Communication Tools. We offer a wide variety of electronic meeting tools to assist with engaging our full technical capabilities, meaning we can pull the best resources for your project. However, we anticipate that most of our communications will be face-to- face to maintain efficiency during the project execution. - Construction Management. CDM Smith has local qualified staff ready to provide construction management services. Smith Collier County, Florida I Solicitation 19-7583 1 Design Services for the NESA Wellfield 5-1 log kL . . . . . . . . . . . . ----------- Evaluation Criteria No. 6: Recent, Current, and Projected Workloads of the Firm Proposed Resources and Availability for this Contract CDM Smith recognizes the importance of balancing workload and staffing commitments to meeting the County's expectations, which is why we considered current/future workload when selecting our team. The staff identified in the previous sections were selected specifically for their availability, proximity to the County, technical expertise, and diversity in years of experience for cost - of -service efficiency. In fact, this is a key advantage of the CDM Smith team —our deep bench of expert staff allows us to assign the right personnel to the right task, which results in cost-effective project deliverables. We also leverage the experience of our senior technical leaders with our skilled engineering task managers in the context of our proven project management procedures to produce the synergies necessary to produce high quality products at an efficient price. As project director, one of Jason A. Sciandra, PE's primary responsibilities will be to efficiently leverage the firm's resources to ensure adherence to schedule and budget requirements for projects under this contract. Although we effectively manage our workload and staff, as previously stated, the County has the additional reassurance that CDM Smith has extensive resources throughout our 10 Florida offices that could contribute in the event we need to exert extra effort. Our firm -wide resources are deep enough to manage workload fluctuations without interruption of service to the County. As such, we can confidently state at this time that our current workload will not affect the successful completion of any projects under this contract. What's more, regardless of workload, we are able and willing to shift resources and work around to ensure all deadlines are met, as we have done on previous assignments for the County. In the following sections, we have summarized the workload of our Fort Myers office, distinguishing between projects in closeout, ongoing work, and projected future projects. It's worth noting that a large majority of our Fort Myers office's workload will be wrapping up in the next few months, allowing us to commit more local resources to your projects as they become available. Closeout of Recent Work City of Cape Coral North RO Busway CS October 2016 January 2019 Collier County Mule Pen Wellfield Improvement March 2017 March 2019 Collier County WUP Limiting Condition 27 April 2017 January 2019 City of Fort Myers Utility Bond Report August 2018 February 2019 City of Fort Myers South AWWTF CAR Update 2019 January 2019 March 2019 City of Fort Myers South AWWTF Reclaimed WTR ALT November 2018 March 2019 Lee County Three Oaks WWTP OX PHS 2 RPR SVCS June 2016 January 2019 City of North Port Wellfield Comprehensive Hydrogeological Evaluation February 2018 January 2019 City of North Port 2017 Lift Station Rehabilitation June 2017 March 2019 Current Workload Start Date i Eng&te City of Cape Coral N. RO WTP Power System Study March 2019 July 2019 Collier County UEP: North 2 CEI Services SW RO WTP MCC Replacement Livingston RD IQ WTR ASR — SFWMD GG City IW-1 Annual Summary Report 10 YR Water Supply Work Plan U Lely Area Restoration — BRNCHI I ASR Cycle Testing Assistance Mule Pen/Livingston RD SUP WTR September2017 September2019 June 2017 May 2018 January 2019 August 2018 July 2018 October 2019 May 2019 April 2019 June 2019 July 2019 September2018 September2019 November 2018 November 2019 Smith Collier County, Florida I Solicitation 19-7583 1 Design Services for the NESA Wellfield 6-1 Tamiami Well 38 Low Tamiami Water Use Permit Renewal NCRWTP IW-2 PA MIT, IW Rehab 2019 Wellfield Program Management Evaluation Criteria No. 6:Recent, Current, and Projected Workloads of the Firm December 2016 December 2019 l 2019 Wellfield Program SCRWTP/SRO Wellfield Medium Voltage Cable Renewal of LowerTamiami COMPT NERWTP Wellfield Coordination and Support Sculpture Structural Services at CR 951 and US 41 E City of Fort Myers South AWWTF Aeration Improvement Design South AWWTF Influent Line Repair Lee of North Port 2019 CAR Construction Inspection for Energy Efficiency Monitor Well Replacement Central & South AWWTFs CMMS IM Central & South SUPP SVCS-2018 Support Services Central and South AWWTF CS Electrical UP CAWWTF & SAWWTF August 2018 December 2019 November 2018 January 2020 January 2019 January 2020 January 2019 February 2020 March 2019 March 2020 November 2018 May 2020 November 2018 November 2020 Program Management Services for Lee County Utilities STA 1 - Solid Waste Compost Facilities Canopy Replacement CEI January 2019 January 2021 December 2017 April 2019 January 2018 June 2019 January 2019 June 2019 December2017 September2019 March 2017 December 2019 July 2018 January 2020 January 2018 January 2020 January 2019 January 2020 October 2017 February 2020 April 2018 July 2019 February 2019 February 2020 STA 3 - Canopy Repairs Shelter Structures CEI February 2019 February 2020 STA 2 - Canopy Repairs Legacy CEI January 2019 March 2020 2017 Inflow and Infiltration Specifications July 2017 April 2019 2017 Water Transmission Expansion August 2017 May 2019 Bobcat Village Forcemain Replacement December 2018 November 2019 WTP Structural Evaluation January 2010 December 2020 City of Punta Gorda Punta Gorda WWTP Operating PER Projected Projects Lee County Summerlin Road 20-IN Force Main October 2018 April 2019 TBD Smith Collier County, Florida I Solicitation 19-7583 1 Design Services for the NESA Wellfield 6-2 owl Required Forms As per the requirements of the County's Solicitation Package, as well as the Form 2: Vendor Check List, we have included the following forms at the end of this section: Insurance and Bonding Requirements CDM Smith's Certificate of Liability Insurance Form 1: Vendor's Non -Response Statement (N/A) Form 2: Vendor Check List Addendum 1 —Signed Division of Corporations - Florida Department of State (SunBiz Report) E-Verify Company Profile Page - Form 3: Conflict of Interest Affidavit - Form 4: Vendor Declaration Statement - Form 5: Immigration Affidavit Certification - Form 6: Vendor Substitute W-9 - Request for Professional Services (RPS) Process (Certification) Affidavit for Claiming Status as a Local Business (Not Included in Solicitation Package; however, we have included copies ofour local Business Tax Receipts on the following pages to prove our status as a local business) In addition, as requested by the County, we have included copies of all licenses required to complete the requirements of this contract on the following pages. Smith Collier County, Florida I Solicitation 19-7583 1 Design Services for the NESA Wellfield Required Forms Prime Licenses, Certifications, and Business Tax Receipts Smith State of Florida Department of State I certify from the records of this office that CDM SMITH INC. is a Massachusetts corporation authorized to transact business in the State of Florida, qualified on April 23, 1974. The document number of this corporation is 832235. I further certify that said corporation has paid all fees due this office through December 31, 2018, that its most recent annual report/uniform business report was filed on March 7, 2018, and that its status is active. I further certify that said corporation has not filed a Certificate of Withdrawal. Given under my hand and the Great Seal of the State of Florida at Tallahassee, the Capital, this the Second day of April, 2018 41 - =- 2 Secretary of State Tracking Number: CU4885430646 To authenticate this certiftcate,visitthe following site,enter this number, and then follow the instructions displayed. hftps://senices.sunhir org/FWngs/CertifcateOlStaMs/CertNcateAuthentication 2018.2019 LEE COUNTY LOCAL BUSINESS TAX RECEIPT Account Number: 08015% Accaual Expires: September 30, 2019 mass•+� m. n�n,� or Lorenaa: ENGINEERING FIRM 4210 METRO PKWY SUITE 230 FT MYERS FL 33916 TBISLOCALBr1 OSTAXRECEPr M5 RWMATORY COM SMITH INC CDM SMITH INC Payment lnfarru4w: 4210 METRO PKWY SUITE 230 FT MYERS FL 33916 IA. 49411411.3 191B3n018R3:oS EM s3nm 31282ma Licensee Details DBPR- CDM SMITH INC., Cen-to ofA R—fion Licensee Information Name: CDM SMITH INC. (Primary Name) Main Address: 621 N.W. 53RD ST. STE 265 BOCA RATON Florida 33487 County: PALM BEACH License Mailing: LicenseLOcation: 621 N.W. 53RD STREET, SUITE 265 BOCA RATON FL 33487 County: PALM BEACH License Information License Type: Certificate of Authorization Ran R: Cart of Auth License Number: 20 status: Current Licensure Date: 05/10/1977 Expires: 02/28/2021 Special Qualifications Qualification Effective 0MCs—,o-ER-R JONATHAN —HEM, SECRETARY d i1 pr STATE OF FLORIDA DEPARTMENT OF BUSINESS AND PROFESSIONAL REGULATION BOARD OF PROFESSIONAL GEOLOGISTS THE GEOLOGY BUSINESS HEREIN 15 CERTIFIED UNDER THE PROVISIONS OF CHAPTER 492, FLORIDA STATUTES CDM SMITH INC.' 75 STATE ST STE 701 BOSTON MA 02109, _ 51 C LICENSE NUMBER: GB422' EXPIRATION DATE: JULY 31, 2020 Always verify licenses online M MyFloridaLicensecom o, o P` Do not alter this document in any form. 0 This is your license. It is unlawful for anyone other than the licensee to use this document. Smith Collier County, Florida I Solicitation 19-7583 1 Design Services for the NESA Wellfield Required Forms Subconsultant Licenses, Certifications, and Business Tax Receipts Water Science Associates State of Florida Department of State I certify from the records of this office that WATER SCIENCE ASSOCIATES, INC. is a corporation organized under the laws of the State of Florida, filed on August 9, 2013. The document number of this corporation is P13000066587. I further certify that said corporation has paid all fees due this office through December 31, 2019, that its most recent annual report/uniform business report was filed on February 14, 2019, and that its status is active. I further certify that said corporation has not filed Articles of Dissolution. Given under my hand and the Great Seal of the State of Florida at Tallahassee, the Capital, this the Fourteenth day of February, 2019 THE WE Secretary of State Tracking Number: 9020214378CC To a,themieate this eerrifica[e,visit the following site,,,W, this number, and the, follow the instructions displayed. hfips://servtc...sonbiz.org/Filings/C,nificatoOfStatus/C,nificateAuthe,H,,tion F,BPE STATE OF FLORIDA BOARD OF PROFESSIONAL ENGINEERS THE ENGINEERING BUSINESS HEREIN IS AUTHORIZED UNDER THE PROVISIONS OF CHAPTER 4711,, FLORIDA STATUTES G+Uf4f - �-13�.rAt1 WATER SCIENCE ASSOCIATES, INC. *3620 METROPOLIS AVENUE SUITE 110 "ORT MYERS FL 33912 LICENSE NUMBER: CA30437 EXPIRATION DATE: FEBRUARY 28,2021 Always verify licenses online a[ MyFloridaLicense.c,m o 11-1t11er this document inany form. O This is your license.lt is unlawful for anyone other than the licensee to use this document. 2018 - 2019 LEE COUNTY LOCAL BUSINESS TAX RECEIPT Account Number: 1402800 Actual Expires: September 30, 2019 M.y sew m Is, n..i.R. a: Laetl°e: ENCINEERWC FIRM 13620 METROPOLIS AVE STE 110 IT MYERS FL 33912 MS LOCAL BUSINESS TAX RECEIPT IS NON REGULATORY WATER SCIENCEASSOCIATES WC WATERSCIENCEASSOCIATESINC 136M METROPOLIS AVE STE 110 FT MYERS FL 33912 PAM 487026391-2 ma.—oT fiPM W.. SOUTH FLORIDA WATER MANAGEMENT DISTRICT REGISTERED VENDOR NO.: 120107 May 1, 2017 Brian Bamee, VICE President CERTIFICATION EXPIRATION DATE May 1, 2020 Water Science Associates, Inc. 13620 Metropolis Avenue, Ste. 110 Fort Myers, FL 33928 Dear Mr. Bames: Congratulations, the South Florida Water Management District (District) has recertified your firm as a Small Business Enterprise (SEE). This certification is valid for three (3) years and may only be applied when business is conducted in the following area(s): Professional Engineering & Geological Consulting Services .i1I,w —ua/ oo de or Ep,W k ro supply ofierProduar oraervices ounide ojlhe specialty am/sJ nond above will nor count toward SBE parricipalion. /Jyou require certification in other specialty areas, please comsat lbe Procurement Bureau, SBE Sedlon,/or addltiond infnrmadan. Renewal is required every three (3) years and should be requested a minimum of 45 days prior to the above expiration date. If any changes occur within your company during the certification period such as ownership, affiliate company status, address, telephone number, licensing status, gross revenue, or any information that relates to your SBE Certification status, you must notify this office in writing immediately. It is imperative that we maintain curent information on your company at all times. FAILURE TO REPORT CHANGES MAY RESULT IN DECERTIFICATION. Certification is not a guarantee that your firm will receive work, nor an assurance that your firm will remain in the Districts vendor database. We look forward to a mutually beneficial working relationship. SAircerely, yyt'�µp�1Ll. /Sandra Hammerstein Sr. Compliance Specialist Procurement Bureau /sh M Gun Club I— wee Pal.—FWrida3 06 C-)sa6 saaa • 1-m0.ULX45 sud1n8 Add"ss: P.O. fi°x 2G69 ,— Palm eead,, Fl.3391— • wwv —d.8ov cXxoTr�oyaaN,a IaNA7NAN2ArNEMaara�Aaydb'pi STATE OF FLORIDA DEPARTMENT OF BUSINESS AND PROFESSIONAL REGULATION BOARD OF PROFESSIONAL GEOLOGISTS THE GEOLOGY BUSINESS HEREIN IS CERTIFIED UNDER THE PROVISIONS OF CHAPTER 492, FLORIDA STATUTES WATER SCIENCE ASSOCIATES, INC. 13620 METROPOLIS AVENUE SUITE 110 FT. MYERS FL 33912 LICENSE NUMBER: GB719 ] EXPIRATION DATE: JULY 31, 2020 Always verify licenses online at MyFloridaLicense.com o. o Do not alter this document in any form. 0 This is your license. It is unlawful foranyone other than the licensee to use this document. Water Science Collier County, Florida I Solicitation 19-7583 1 Design Services for the NESA Wellfield Associates Required Forms AGNOLI BARBER & BRUNDAGE, nvc. Professional Engineers, Planners, Surveyors & Landscape Architects State of Florida Department of State I certify from the records of this office that AGNOLI, BARBER & BRUNDAGE, INC. is a corporation organized under the laws of the State of Florida, filed on April 11, 1983. The document number of this corporation is G33364. I further certify that said corporation has paid all fees due this office through December 31, 2018, that its most recent annual report/uniform business report was filed on April 23, 2018, and that its status is active. I further certify that said corporation has not filed Articles of Dissolution. Given under my hand and the Great Seal of the State of Florida at Tallahassee, the Capital, this the Twenty-third day of April, 2018 lip Secretary of State Tracking Number: CC2148703559 To authenticate this ceniffcate,visit the following site,enter this number, and then follow the instructions displayed. https://services.sunbiz.org/Filings/CertifieateOtStatus/CeraficateAuthenticalion FlorNe Uepanmenr of ARnavltare end C...-1 _ L nEe No.: [; ¢ sion of Comannr Serncv Board of Ptof wi sal surveyors and Mappers Expiration Dale February 28.2021 3005 APalarbs, --y TsUabmee, Fonda a21BB— Professional Surveyor and Mapper Business License Under the provisions of Chapter 472. FRnda Sla ncs AO BARBER INC BRUNDAGE, AG TA OLL AfI TRAIL NORTH N 200 NAPLES, FL 34108 COMMISSIONF3t OF AGRICULTURE rn, u n omry ar de wnum.l „'rver �a o,qv .+on rs as, eoay. a<.ma. Ton o iNmm a ulna q eT4a an tiros suasn. aDa,a�t..�o�ma Rl,eree,hears.=e<,.v�dblDr STATE OF FLORIDA DEPARTMENT OF BUSINESS AND PROFESSIONAL REGULATION BOARD OF PROFESSIONAL ENGINEERS THE ENGINEERING BUSINESS HEREIN IS AUTHORIZED UNDER THE PROVISIONS OF CHAPTER 471, FLORIDA STATUTES AGNOLI, BARBER & BRUNDAGE, INC. 7400 TRAIL BLVD. SUITE 200 NAPLES FL 34108 LICENSE NUMBER: CA3664 EXPIRATION DATE: FEBRUARY 28, 2021 Always verify licenzes online at MyFloridaLicensecom �>�'�� Do no[alter this document in any form. 0 This is your license. It is unlawful foranyone other than the licensee to use this document. RICK SCOTT. GOVERNOR JONATHAN ZACHEM. SECRETARY STATE OF FLORIDA DEPARTMENT OF BUSINESS AND PROFESSIONAL REGULATION BOARD OF LANDSCAPE ARCHITECTURE Lczedtwezd The LANDSCAPE ARCHITECT BUSINESS Named below HAS REGISTERED Under the provisions, of Chappter 481 FS. Expirstion date: NOV 30, 2019 YQ AGNOU BARBER 8 BRUNDAGE INC 7400 TRAIL BLVD SUITE 200 NAPLES FL 34108 _ t1 , 0 ISSUED OM61201D DISPLAY AS REQUIRED BY LAW- EEO1 LIBO0000000598 COLUER COUNTY BUSINESS TAX BUSINESS TAX NUMBER: 821541 COLLIER COUNTYTM COLLECTOR. 28M N.HORSESHOE DRIVE NAPLES FLORIDA M104.(ZSS) 2$2.24n WSfr OUR M'EBSRE Ah wrw.coBlemx<om THIS 0.ECE'.?' EXPIR3'SEPTEMBER 30, 2018 CISP'.AY AT PIACE CFSI INESS FOR FUMC NSPECTOp LOCs ON: 740D TRAIL BLVD 0200 DER COS ZONED V BJSNESSPHONE 597.3111 �/C�qL FCA '1AILJRETODOSOISC0N.RARYTO10CA1—. STATEORCCUMYLIC* CA3 O/'(�C'.0 j AGNCLI, BARBER B BRUNDAGE. INC NOU. BAR FOR &BRUNDAGE. RJC •S 1 400 TRAIL aLw n200 4 I LES,FL M106 CIASBFICATON: ENGINEERING BUSINESS � / � A .1ROTp315 q-J�:aFE- ODSSIBCATITNCWE' 03800101 1/'t Eor sole abnneaa lar o^.ty. iTssntloenBuuonsgL �+•i' `O DATE 09108i201a 00 AlsIOUTha RECCIPNT 502-194=77200 1ldoea nM panlil Nakensea le vc'.are krymrsdg RgulNpymnigb ��Y /) nndoas it aaanaltlre {canl¢e har anypBmmm«r +a UAnMj be A.fiR� ST AGNOU ar ir'(2,AANt a Collier Count Florida Solicitation 19-7583 Design Services for the NESA Wellfield ''`.`,:DRUNDAcE,m Y� 9 Required Forms P°`PASSARELLA g! & ASSOCIATES � State of Florida Department of State I certify from the records of this office that PASSARELLA & ASSOCIATES, INC. is a corporation organized under the laws of the State of Florida, filed on May 14, 1996. The document number of this corporation is P96000043419. I further certify that said corporation has paid all fees due this office through December 31, 2018, that its most recent annual report/uniform business report was filed on January 16, 2018, and that its status is active. I further certify that said corporation has not filed Articles of Dissolution. Given under my hand and the Great Seal of the State of Florida at Tallahassee, the Capital, this the Twentieth day of July, 2018 _ 4N i1 J 1� Secretary of State Tracking Number: CU4779299494 To authenticate this certiflcate,visit the following site,enter this number, and then follow the i—metions displayed. https://ser iees.s,abiaorg/Filings/Certir,cateOfStaWs/CertifimteA,tbmticadon Business Tax Account tnformation PASSARELLA AND ASSOCEATES INC 13620 METROPOLIS AVE STE 200 FT MYERS FL 33912 (239)274-0067 9902560 CONSULTANT PASSARELLAANC ASSOCIATES INC 13620 METROPOLIS AVE STE 200 FT MYERS FL 33912 cceunt is p Iid current_ Outstantling Balance Due as of 212Wi 19 Consulting Group, PL Business Tax Account Information YPC CONSULTING GROUP PL 5931 COUNTRY LAID_S DR FT MYERS FL3 5 PASSARELLA & ss— o Collier County, Florida I Solicitation 19-7583 1 Design Services for the NESA Wellfield Capsule G PL '1 COUNTRY -DR MYERS FL 339D5 Required Forms Staff Licenses 0(: 41 KSCOT�. GOVERNOR JONATHAN ZACHEM, 5ECRI-RYd__,11fyFlgV'1(1 ' r Ron DeSantz Governor Halsey Beshears 5ecredry dblar Niai STATE OF FLORIDA DEPARTMENT OF BUSINESS AND PROFESSIONAL REGULATION BOARD OF PROFESSIONAL ENGINEERS THE PROFESSIONAL ENGINEER HEREIN IS LICENSED UNDER THE PROVISIONS OF CHAPTER 471. FLORIDA STATUTES SCIANDRA, JASON A. 2114 N W 14TH LN CAPE CORAL FL 33993 -LICENSE�NUMBER: PE68324' EXPIRATION DATE: FEBRUARY 28, 2021 Always verify licenses online at MyFloridaU—se.com or o Do not alter this document in any form. OThis is your license. It is unlawful for anyone he, than the licensee to use this document. CK SCOTr,GOVERNOR JONATHAN ZACHEM.sECRETARY dUpr STATE OF FLORIDA DEPARTMENT OF BUSINESS AND PROFESSIONAL REGULATION BOARD OF PROFESSIONAL GEOLOGISTS THE PROFESSIONAL GEOLOGIST HEREIN IS LICENSED UNDER THE PROVISIONS OF CHAPTER 492, FLORIDA STATUTES MARTIN, WILLIAM KIRK (+ 418 NW 37TH PL �0 APE CORAL FL 33993 yN LICENSE NUMBER: PG79 EXPIRATION DATE: JULY 31, 2020 Always verity licenses online at MyFlorid.H—se.com O 0 Do not alter this document in any form. O This is your license. It is unlawful for anyone other than the licensee to use this document O RICK SCOTT.GOVERNOR JpNgTHAN ZACHEM,SECRETARY dFddp STATE OF FLORIDA DEPARTMENT OF BUSINESS AND PROFESSIONAL REGULATION BOARD OF PROFESSIONAL GEOLOGISTS THE PROFESSIONAL GEOLOGIST HEREIN IS LICENSED UNDER THE PROVISIONS OF CHAPTER 492, FLORIDA STATUTES MAGENHEIMER, STEWART JACOB �LAAFE6510 SW 13 ST 510N FL 33317 LICENSE NUMBER: PG1168 EXPIRATION DATE: JULY 31, 2020 Always verify licenses online at MyH,nd,Ucense.com O O Do not alter this document in any form. O• This is your license. It is unlawful for anyone other than the licensee to use this document. STATE OF FLORIDA DEPARTMENT OF BUSINESS AND PROFESSIONAL REGULATION BOARD OF PROFESSIONAL ENGINEERS THE PROFESSIONAL ENGINEER HEREIN IS LICENSED UNDER THE PROVISIONS OF CHAPTER 471, FLORIDA STATUTES WISEMAN, LEE PETER 1500 BOYER ST LONGGWOOD FL 32750-6205 *LICENSE NUMBER: PE43448 J EXPIRATION DATE: FEBRUARY 28,2021 Always verify licenses online at MyFlorid.U—se.com Do not alter this document in any form. This is your license. It is unlawful for anyone other than the licensee to use this document o. anp SaM,a,Gayemor F BPE STATE OF FLORIDA BOARD OF PROFESSIONAL ENGINEERS THE PROFESSIONAL ENGINEER HEREIN IS LICENSED UNDER THE PROVISIONS OF CHAPTER 471, FLORIDA STATUTES FRIZZELL, CARL SPENCER 1100 MARION STREET SUITE 300 KNOXVILLE TN 37921 LICENSE NUMBER: PE67560 EXPIRATION DATE: FEBRUARY 28, 2021 Always verify licenses online at MyFloridaLicense.com p AM.] Do not alter this document in any form. Or This is your license. It is unlawful for anyone other than the licensee to use this document 0 RICK-1. GOVERNOR 10NAT1AN ZACHEM. 1-11 qR c1bpr STATE OF FLORIDA DEPARTMENT OF BUSINESS AND PROFESSIONAL REGULATION BOARD OF PROFESSIONAL GEOLOGISTS THE PROFESSIONAL GEOLOGIST HEREIN IS LICENSED UNDER THE PROVISIONS OF CHAPTER 492. FLORIDA STATUTES MILLS, JASON M 960 BLACKWOOD STREET ALTAMONTE SPRINGS FL32701 LICENSE NUMBER: PG2017_� EXPIRATION DATE: JULY 31, 2020 Always verify licenses online at MyFloridal-icense.com o_ R. not alter this document in any form. O r This is your license. It is unlawful for anyone other than the licensee to use this document. Smith Collier County, Florida I Solicitation 19-7583 1 Design Services for the NESA Wellfield Required Forms Staff Licenses (Continued) 4��,-' RICH SCOTT. GOVERNOR STATE OF FLORIDA DEPARTMENT OF BUSINESS AND PROFESSIONAL REGULATION BOARD OF PROFESSIONAL GEOLOGISTS THE PROFESSIONAL GEOLOGIST HEREIN IS LICENSED UNDER THE PROVISIONS OF CHAPTER 492, FLORIDA STATUTES IONgTHPN —HEM, SECRETARY dbpr RYAN, ANDREW JEREMY 733 CREEKWATER TERRACE, APT 303 LAKE MARY FL 32746 LICENSE NUMBER: PG2966 EXPIRATION DATE: JULY 31, 2020 Always verify licenses online a[ MyFlodd,U—se.com o. o 3 Do not alter this document in any form. O� { This is your license. It is unlawful for anyone other than the licensee to use this document. RICK sCOTT. GOVERNOR JONATHAN—HEM, SECRETARYd pr STATE OF FLORIDA DEPARTMENT OF BUSINESS AND PROFESSIONAL REGULATION BOARD OF PROFESSIONAL GEOLOGISTS THE PROFESSIONAL GEOLOGIST HEREIN IS LICENSED UNDER THE PROVISIONS OF CHAPTER 492, FLORIDA STATUTES JOHN,RAHUL 13211 HIGHLAND CHASE PL FORT MYERS FL 33913 ,q C LICENSE NUMBER: PG2761 EXPIRATION DATE: JULY 31, 2020 Always verify licenses online at MyHoddaLicense.com o, o Do not alter this document in any form. 0"q { This is your license. It is unlawful for anyone other than the roensee to use this document. Ron Dea 1K Governor FBPE STATE OF FLORIDA BOARD OF PROFESSIONAL ENGINEERS THE PROFESSIONAL ENGINEER HEREIN IS LICENSED UNDER THE PROVISIONS OF CHAPTER 471, FLORIDA STATUTES ANANDAM, SRINIVASAKUMAR 1529 WATER ELM CT :%`FORLANDO FL 32825 LICENSE NUMBER: PE73408 EXPIRATION DATE: FEBRUARY 28, 2021 Always verify licenses online at M,H,61aLicense.com o ~ o Do not alter this document in any form. o}q This is vour license. It is unlawful for anyone other than the reersee to use this document. Ron —rum Governor FBPE STATE OF FLORIDA BOARD OF PROFESSIONAL ENGINEERS THE PROFESSIONAL ENGINEER HEREIN IS LICENSED UNDER THE PROVISIONS OF CHAPTER 471, FLORIDA STATUTES TAPPAN, CLAY M 2532 LOCKWOOD MEADOWS ST SARASOTA FL34234 LICENSE NUMBER: PE42772-----� EXPIRATION DATE: FEBRUARY 28, 2021 Always verify licenses online a[ MyFloridaLicense.com o, o F Do not alter this document in any farm. 7o-mr This is your license. It is unlawful for anyone other than the licensee to use this document UtM9r.teo(Nawr�.., rLHome ServKchl q��N/ymdes �IXnseor,nePia Y w..i onGHwre Agercies/noare�m/Vmu NEW JERSEY DIVISION OF Raa—mg.. CONSUMER AFFAIRS ,Ra.°rr on 11-1., eo�emor H wae.near:, se<,�r�ry d b'pr `- STATE OF FLORIDA DEPARTMENT OF BUSINESS AND PROFESSIONAL REGULATION BOARD OF PROFESSIONAL ENGINEERS THE PROFESSIONAL ENGINEER HEREIN IS LICENSED UNDER THE PROVISIONS OF CHAPTER 471, FLORIDA STATUTES HOLOWELL, ISAAC DAVID 1614 SW 18TH STREET CAPE CORAL FL 33991 l LICENSE NUMBER: PE83413 EXPIRATION DATE: FEBRUARY 28, 2021 Always verify licenses online at MYFlorida License.com Do not alter this document in any form. r This is your license. It is unlawful for anyone other than the licensee to use this document 0 Smith Collier County, Florida I Solicitation 19-7583 1 Design Services for the NESA Wellfield Required Forms Staff Licenses (Continued) P, i�Rs<DT.GDyaRHGR 1DHaTHaH=AeH6M=E�R�ARydbpr STATE OF FLORIDA DEPARTMENT OF BUSINESS AND PROFESSIONAL REGULATION BOARD OF PROFESSIONAL GEOLOGISTS THE PROFESSIONAL GEOLOGIST HEREIN IS LICENSED UNDER THE PROVISIONS OF CHAPTER 492, FLORIDA STATUTES MCTHENIA, ANDREW WOLFE III 5959 WINKLER ROAD APT, 108 FORT MYERS FL 33919 L LICENSE NUMBER: PG2318 EXPIRATION DATE: JULY 31, 2020 Always verify licenses online a[ MyFloridaLicense.com o, o Do not alter this document in any form. I'- This is your license. It is unlawful for anyone other than the licensee to use this document. 17k IVN�' R R= OTT G ERHDR JONATHAN—I SECRETaRYdbpr STATE OF FLORIDA DEPARTMENT OF BUSINESS AND PROFESSIONAL REGULATION BOARD OF PROFESSIONAL ENGINEERS THE PROFESSIONAL ENGINEER HEREIN IS LICENSED UNDER THE PROVISIONS OF CHAPTER 471, FLORIDA STATUTES STELLMACK, CYNTHIA L 101 SOUTHHALL LANE SUITE 20D MAITLAND FL32751 F LICENSE NUMBER: PE37972 EXPIRATION DATE: FEBRUARY 28, 2021 Always verify licenses online at MyFloridaLicense.com o, o Do not alter this document in any form. O This is your license. It is unlawful for anyone other than the licensee to use this document. Ron De5an0x Governor AFBPE STATE OF FLORIDA BOARD OF PROFESSIONAL ENGINEERS THE PROFESSIONAL ENGINEER HEREIN IS LICENSED UNDER THE PROVISIONS OF CHAPTER 471, FLORIDA STATUTES LEFAVE, PAUL ALBERT %CA DRESSER & MCKEE INC 2002 N. LOIS AVE, SUITE 200 TAMPA FL33607 LICENSE NUMBER: PE48907 EXPIRATION DATE: FEBRUARY 28,2021 AlwaySverifylicenses online at 1yFI,,id,UOmse.— o, o Do not alter this document in any form. OH { This is your license. It is unlawful for anyone other than the licensee to use this document. CEM® Association of Energy Engineers certifies that Paul A. Lefave A e meted tl year>� l Wit, 4- drtdal/ eC� �andeali /— t,—den y 4� CERTIFIED ENERGY MANAGER® u hd Better October 4, 2016 to December 31, 2019 Buildings' CEM 13605 nwsarouiosuxsx �`i" � N.Q�e�t 9lutlan� RICK =CGrTGOVERNOR 1DHATHAH-cHH6,SECRETARY dbpr STATE OF FLORIDA DEPARTMENT OF BUSINESS AND PROFESSIONAL REGULATION BOARD OF PROFESSIONAL ENGINEERS THE PROFESSIONAL ENGINEER HEREIN IS LICENSED UNDER THE PROVISIONS OF CHAPTER 471, FLORIDA STATUTES WHITMORE, WILLIAM SCOTT 2301 MAITLAND CENTER PKWY #300 MAITLAND PL32751 C LICENSE NUMBER: PE58215 EXPIRATION DATE: FEBRUARY 28, 2021 Always verify licenses online at MyFlorida Licensa c- 0 ❑ Do not alter this document in any form. n This is your license. It is unlawful for anyone other than the licensee to use this document h 9 Ron DesaMis. Governor STATE OF FLORIDA DEPARTMENT OF BUSINESS AND PROFESSIONAL REGULATION BOARD OF PROFESSIONAL ENGINEERS THE PROFESSIONAL ENGINEER HEREIN IS LICENSED UNDER THE PROVISIONS OF CHAPTER 471, FLORIDA STATUTES FRANCOFORTE, KEVIN M. 101 SOUTHHALL LANE, SUITE 200 C/O CDM SMITH MAITLAND FL32751 Ha sey Beshears, Secretary d 1r LICENSE NUMBER:PE73949 __] EXPIRATION DATE: FEBRUARY 28, 2021 Always verify licenses on 11me at MyFloridaLicense.com o, o Do not alter this document in any form. O This is your license. It is unlawful for anyone other than the licensee to use this document. S � th Collier County, Florida I Solicitation 19-7583 1 Design Services for the NESA Wellfield Required Forms Staff Licenses (Continued) Ran DeSantix Goremor FBPI .�.,.. STATE OF FLORIDA BOARD OF PROFESSIONAL ENGINEERS THE PROFESSIONAL ENGINEER HEREIN IS LICENSED UNDERTHE PROVISIONS OF CHAPTER 471, FLORIDA STATUTES r .-=*-- VERWEY, TIMOTHY ANDREW CDM SMITH 101SOUTHHALL LANE-STE 200 MAITLAND FL32751 LICENSE NUMBER: PE50947 EXPIRATION DATE: FEBRUARY 28,2021 Always vedfy licenses online at MyFloridaLicense.com o. o - Do not alter this document in any form. O This is your license. It is unlavrful foranyone other than the licensee to use this document. Smith Collier County, Florida I Solicitation 19-7583 1 Design Services for the NESA Wellfield INSURANCE AND BONDING REQUIREMENTS Insurance / Bond Type Required Limits 1. ® Worker's Compensation Statutory Limits of Florida Statutes, Chapter 440 and all Federal Government Statutory Limits and Requirements Evidence of Workers' Compensation coverage or a Certificate of Exemption issued by the State of Florida is required. Entities that are formed as Sole Proprietorships shall not be required to provide a proof of exemption. An application for exemption can be obtained online at https://apps.fldfs.com/bocexempt/ 2. ® Employer's Liability $_1,000,000_ single limit per occurrence 3. ® Commercial General Bodily Injury and Property Damage Liability (Occurrence Form) patterned after the current $_1,000,000_single limit per occurrence, $2,000,000 aggregate for Bodily Injury ISO form Liability and Property Damage Liability. This shall include Premises and Operations; Independent Contractors; Products and Completed Operations and Contractual Liability. 4. ® Indemnification To the maximum extent permitted by Florida law, the Contractor/Vendor shall defend, indemnify and hold harmless Collier County, its officers and employees from any and all liabilities, damages, losses and costs, including, but not limited to, reasonable attorneys' fees and paralegals' fees, to the extent caused by the negligence, recklessness, or intentionally wrongful conduct of the Contractor/ Vendor or anyone employed or utilized by the Contractor/Vendor in the performance of this Agreement. 5. ® Automobile Liability $ 1,000,000_ Each Occurrence; Bodily Injury & Property Damage, Owned/Non-owned/Hired; Automobile Included 6. ® Other insurance as noted: ❑ Watercraft $ Per Occurrence ❑ United States Longshoreman's and Harborworker's Act coverage shall be maintained where applicable to the completion of the work. $ Per Occurrence ❑ Maritime Coverage (Jones Act) shall be maintained where applicable to the completion of the work. $ Per Occurrence ❑ Aircraft Liability coverage shall be carried in limits of not less than $5,000,000 each occurrence if applicable to the completion of the Services under this Agreement. $ Per Occurrence ❑ Pollution Per Occurrence ® Professional Liability $ _1,000,000_ Per claim & in the aggregate ❑ Project Professional Liability $ Per Occurrence ❑ Valuable Papers Insurance ❑ Cyber Liability Per Occurrence Per Occurrence ❑ Technology Errors & Omissions $ Per Occurrence 7. ❑ Bid bond Shall be submitted with proposal response in the form of certified funds, cashiers' check or an irrevocable letter of credit, a cash bond posted with the County Clerk, or proposal bond in a sum equal to 5% of the cost proposal. All checks shall be made payable to the Collier County Board of County Commissioners on a bank or trust company located in the State of Florida and insured by the Federal Deposit Insurance Corporation. 8. ❑ Performance and Payment For projects in excess of $200,000, bonds shall be submitted with the executed contract Bonds by Proposers receiving award, and written for 100% of the Contract award amount, the cost borne by the Proposer receiving an award. The Performance and Payment Bonds shall be underwritten by a surety authorized to do business in the State of Florida and otherwise acceptable to Owner; provided, however, the surety shall be rated as "A-" or better as to general policy holders rating and Class V or higher rating as to financial size category and the amount required shall not exceed 5% of the reported policy holders' surplus, all as reported in the most current Best Key Rating Guide, published by A.M. Best Company, Inc. of 75 Fulton Street, New York, New York 10038. 9. ® Vendor shall ensure that all subcontractors comply with the same insurance requirements that he is required to meet. The same Vendor shall provide County with certificates of insurance meeting the required insurance provisions. 10. ® Collier County must be named as "ADDITIONAL INSURED" on the Insurance Certificate for Commercial General Liability where required. This insurance shall be primary and non-contributory with respect to any other insurance maintained by, or available for the benefit of, the Additional Insured and the Vendor's policy shall be endorsed accordingly. 11. ® The Certificate Holder shall be named as Collier County Board of County Commissioners, OR, Board of County Commissioners in Collier County, OR Collier County Government, OR Collier County. The Certificates of Insurance must state the Contract Number, or Project Number, or specific Project description, or must read: For any and all work performed on behalf of Collier County. 12. ® On all certificates, the Certificate Holder must read: Collier County Board of Commissioners, 3295 Tamiami Trail East, Naples, FL 34112 13. ® Thirty (30) Days Cancellation Notice required. 14. Collier County shall procure and maintain Builders Risk Insurance on all construction projects where it is deemed necessary. Such coverage shall be endorsed to cover the interests of Collier County as well as the Contractor. Premiums shall be billed to the project and the Contractor shall not include Builders Risk premiums in its project proposal or project billings. All questions regarding Builder's Risk Insurance will be addressed by the Collier County Risk Management Division. 3/7/19 - CC Vendor's Insurance Statement We understand the insurance requirements of these specifications and that the evidence of insurability may be required within five (5) days of the award of this solicitation. The insurance submitted must provide coverage for a minimum of six (6) months from the date of award. Name of Firm CDM Smith Inc. Vendor Signature Print Name Insurance Agency Date April 15, 2019 Jason A. Sciandra, PE; Principal Liberty Mutual Fire Ins Co; Liberty Insurance Corporation; LM Insurance Corporation; Lloyd'syndicate No. 623; ACE Property & Casualty Insurance Co. Agent Name Aon Risk Services Northeast, Inc. Telephone Number 866.283.7122 Required Forms Certificate of Insurance CERTIFICATE OF LIABILITY INSURANCE DATE(MM/DD04/04/2019/Y1'1'V) 7 CI m 'w c v a a O 2 COVERAGES CERTIFICATE NUMBER: 570075834337 REVISION NUMBER: c W n O 2 d N O C m U 3 -J rt �y _? CERTIFICATE HOLDER CANCELLATION ud ©1988-2015 ACORD CORPORATION. All rights reserved. ACORD 25 (2016/03) The ACORD name and logo are registered marks of ACORD THIS CERTIFICATE IS ISSUED AS A MATTER OF INFORMATION ONLY AND CONFERS NO RIGHTS UPON THE CERTIFICATE HOLDER. THIS CERTIFICATE DOES NOT AFFIRMATIVELY OR NEGATIVELY AMEND, EXTEND OR ALTER THE COVERAGE AFFORDED BY THE POLICIES BELOW. THIS CERTIFICATE OF INSURANCE DOES NOT CONSTITUTE A CONTRACT BETWEEN THE ISSUING INSURER(S), AUTHORIZED REPRESENTATIVE OR PRODUCER, AND THE CERTIFICATE HOLDER. IMPORTANT: If the certificate holder is an ADDITIONAL INSURED, the policy(ies) must have ADDITIONAL INSURED provisions or be endorsed. If SUBROGATION IS WAIVED, subject to the terms and conditions of the policy, ce THIS IS TO CERTIFY THAT THE POLICIES OF INSURANCE LISTED BELOW HAVE BEEN ISSUED TO THE INSURED NAMED ABOVE FOR THE POLICY PERIOD INDICATED. NOTWITHSTANDING ANY REQUIREMENT, TERM OR CONDITION OF ANY CONTRACT OR OTHER DOCUMENT WITH RESPECT TO WHICH THIS CERTIFICATE MAY BE ISSUED OR MAY PERTAIN, THE INSURANCE AFFORDED BY THE POLICIES DESCRIBED HEREIN IS SUBJECT TO ALL THE TERMS, EXCLUSIONS AND CONDITIONS OF SUCH POLICIES. LIMITS SHOWN MAY HAVE BEEN REDUCED BY PAID CLAIMS. Limits shown are as requested INSIR TYPE OF INSURANCE INSD WVD POLICY NUMBER MMIDD/YYYY MhVDDIYYVY LIMITS B X COMMERCIAL GENERAL LIABILITY TB B T Z EACH OCCURRENCE $2,000,000 CLAIMS -MADE X❑OCCUR PREMISES', Ea occurrence $$UU,000 MED EXP (Any one person) $10, 000 PERSONAL&ADV INJURY $2,000,000 GEN'LAGGREGATE LIMITAPPLIES PER: GENERALAGGREGATE $4,000,000 POLICY ❑X PRO- �X LOC PRODUCTS -COMP/OPAGG $4,000,000 OTHER: A AUTOMOBILE LIABILITY A62-611-68T8z6-069 01/01/201901/01/2020 COMBINED SINGLE LIMIT Ea accident $2,000,000 BODILY INJURY (Per person) X ANYAUTO BODILY INJURY (Per accident) OWNED SCHEDULED AUTOS ONLY AUTOS HIRED AUTOS NON -OWNED ONLY AUTOS ONLY PROPERN DAMAGE Per accident UMBRELLA LIAB OCCUR EACH OCCURRENCE AGGREGATE EXCESS LIAB CLAIMS -MADE DED RETENTION C C WORKERS COMPENSATION AND EMPLOVERS'LIABILITV YIN ANV PROPRIETOR / PARTNER /EXECUTIVE OFFICERIMEMBER EXCLUDED? � (Mandatory In Nil) N/A wA561D68T8Z6019 ADS wC561188T8Z6029 WI 01/01/2019 01/01/2019 01/01/2020 01/01/2020 X PER STATUTE GTH- ER E. L. EACH ACCIDENT $1,000,000 E. L. DISEASE -EA EMPLOYEE $1,000,000 Use, describe under DESCRIPTION OF OPERATIONS below E.L. DISEASE -POLICY LIMIT $1,000,000 o Archi t&Eng Prof PSDEF1900033 01/01/2019 01/01/2020 Each Claim $1,000,000 Professional/Claims Made Aggregate $1, 000,000 DESCRIPTION OF OPERATIONS /LOCATIONS /VEHICLES (ACORD 101, Additional Remarks Schedule, may be aHached K more space is required) Re: RPS No.: 19-7583 Design Services for the NEBA wellfi eld. For any and all work performed on behalf of Collier Counter. Collier county is included as Additional insured in accordance with the policy provisions of the general Liability policy. General Liability evidenced herein is Primary and Non-contributory to other insurance available to an Additional insured, but only in accordance with the policy's provisions. SHOULD ANY OF THE ABOVE DESCRIBED POLICIES BE CANCELLED BEFORE THE EXPIRATION DATE THEREOF, NOTICE WILL BE DELIVERED IN ACCORDANCE WITH THE POLICY PROVISIONS. Collier County Board of County AUTHORIZED REPRESENTATIVE Commissioners 329$ Tdmi dmi Trdil East Naples FL 34112 USA Smlth Collier County, Florida I Solicitation 19-7583 1 Design Services for the NESA Wellfield Required Forms Certificate of Insurance Continued ADDITIONAL REMARKS SCHEDULE Page _ of _ AGENCY Aon Risk services Northeast, Inc. NAMED INSURED CDM Smith Inc. POLICY NUMBER See Certificate Number: 570075834337 CARRIER See Certificate Number: 570075834337 NAIC CODE EFFECTIVE DATE: ADDITIONAL REMARKS THIS ADDITIONAL REMARKS FORM IS A SCHEDULE TO ACORD FORM, FORM NUMBER: ACORD 25 FORM TITLE: Certificate of Liability Insurance INSURER(S) AFFORDING COVERAGE NAIC # INSURER INSURER INSURER INSURER ADDITIONAL POLICIES If a policy below does not include limit information, refer to the corresponding policy on the ACORD certificate form for policy limits. INS R I LR TYPEOFINSURANCE ADDL INSD SUBR wVD POLICY NUMBER POLICY EFFECTIVE DATE (MM/DD/VVYY) POLICY EXPIRATION DATE (MM/DD/YVYV) LIMITS WORKERS COMPENSATION B N/A WA761DB8T8Z6039 MA & PR 01/01/2019 01/01/2020 ACORD 101 (2008/01) The ACORD name and logo are registered marks of ACORD © 2008 ACORD CORPORATION. All rights reserved. Smith Collier County, Florida I Solicitation 19-7583 1 Design Services for the NESA Wellfield N/A Cofer County Administrative Semites Department Procurement Services Division Form 1: Vendor's Non -Response Statement The sole intent of the Collier County Procurement Services Division is to issue solicitations that are clear, concise and openly competitive. Therefore, we are interested in ascertaining reasons for prospective Vendors not wishing to respond to this solicitation. If your firm is not responding to this solicitation, please indicate the reason(s) by checking the item(s) listed below and return this form via email noted on the cover page, or mail to Collier County Government, Procurement Services Division, 3295 Tamiami Trail East, BLDG C-2, Naples, FL 34112. We are not responding to the solicitation for the following reason(s): ❑ Services requested not available through our company. ❑ Our firm could not meet specifications/scope of work. ❑ Specifications/scope of work not clearly understood or applicable (too vague, rigid, etc.) ❑ Project is too small. ❑ Insufficient time allowed for preparation of response. ❑ Incorrect address used. Please correct mailing address: ❑ Other reason(s): Name of Firm: Address: City, State, Zip: Telephone: Email: Representative Signature: Representative Name: Date Cofer CO-14V.ty Administrative Services Department Procurement Services Division Form 2: Vendor Check List IMPORTANT: THIS SHEET MUST BE SIGNED. Please read carefully, sign in the spaces indicated and return with your Proposal. Vendor should check off each of the following items as the necessary action is completed: 0 The Solicitation Submittal has been signed. ❑✓ The Solicitation Pricing Document (Bid Schedule/Quote Schedule/etc.) has been completed and attached. ✓❑ All applicable forms have been signed and included, along with licenses to complete the requirements of the project. Any addenda have been signed and included. ❑✓ Affidavit for Claiming Status as a Local Business, if applicable. Q Division of Corporations - Florida Department of State — http://dos.myflorida.com/sunbiz/ (If work performed in the State). ❑✓ E-Verify/Immigration Affidavit (Memorandum of Understanding). ALL SUBMITTALS MUST HAVE THE SOLICITATION NUMBER AND TITLE Name of Firm: CDM Smith Inc. Address: City, State, Zip: Telephone: Email: Representative Signature: Representative Name: 4210 Metro Parkway, Suite 230 Fort Mvers, FL 33916 239.938.9600 scciiaan�draja@cdmsmith.com Jason A. Sciandra, PE; Princi Date April 15, 2019 COVIer County Administrative SeNces Division Procurement Services Date: 4/8/2019 Email: Geof£Thomas@colliercountyfl.gov Telephone: (239) 252-6098 Addendum One From: Geoff Thomas, Procurement Strategist To: Interested Bidders Subject: Addendum # 1 Solicitation 19-7583 and Title Design Services for the Northeast Service Area Wellfield The following clarifications are issued as an addendum identifying the following clarification to the scope of work, changes, deletions, or additions to the original solicitation document for the referenced solicitation: Change 1. 19-7583 Design Services for the Northeast Service Area Wellfield has changed its solicitation opening date from 4/8/2019 at 3:00 PM to the new date of 4/15/2019 at 3:00 PM. If you require additional information, please post a question on our Bid Sync (www.bidsync.com) bidding platform under the solicitation for this project. C: Alicia Abbott Please sign below and return a copy of this Addendum with your submittal for the above referenced solicitation. (Signature) CDM Smith Inc. (Name of Firm) Jason A. Sciandra, PE; Principal April 15, 2019 Date Required Forms Division of Corporations - Florida Department of State (SunBiz Report) DIVISION OF CORPORATIONS J1'/I,JJt:f lIJ i wf u//iritft Suur of Florida tveb3ife Department of State / Division of Corporations / Search Records / Detail By Document Number / Detail by Entity Name Foreign Profit Corporation CDM SMITH INC. Filing Information Document Number 832235 FEI/EIN Number 04-2473650 Date Filed 04/23/1974 State MA Status ACTIVE Last Event NAME CHANGE AMENDMENT Event Date Filed 12/15/2011 Event Effective Date NONE Principal Address 75 State Street #701 Boston, MA 02109 Changed: 04/13/2015 Mailing Address 75 State Street #701 Boston, MA 02109 Changed: 04/13/2015 Registered Agent Name & Address C T CORPORATION SYSTEM 1200 S PINE ISLAND RD PLANTATION, FL 33324 Address Changed: 10/17/2014 Officer/Director Detail Name & Address Title CHB Wall, Timothy B 75 State Street #701 Smith Collier County, Florida I Solicitation 19-7583 1 Design Services for the NESA Wellfield Required Forms Division of Corporations - Florida Department of State (SunBiz Report) Continued Title Secretary Marcaccio, Mario J 75 State Street #701 Boston, MA 02109 Title P Bouchard, Anthony 75 State Street #701 Boston, MA 02109 Title T Desmaris, Thierry 75 State Street #701 Boston, MA 02109 Title D STEVENSON, HOWARD H 31 FAYERWEATHER STREET NESHANIC STATION, NJ 08853 Title Director O'Brien, William K 260 Beacon St. #6 Boston, MA 02116 Title Director Walters, Gae A 2007 Alaqua Lakes Blvd Longwood, FL 32779 Title Assistant Secretary Makofsky, Jason 75 State Street #701 Boston, MA 02109 Title Director Tunnicliffe, Peter W 75 State Street Smith Collier County, Florida I Solicitation 19-7583 1 Design Services for the NESA Wellfield Required Forms Division of Corporations - Florida Department of State (SunBiz Report) Continued Boston, MA 02109 Title Director Down, James W 20 Cabot St. Watertown, MA 01890 Title Asst. Treasurer Campbell, Christopher 75 State Street #701 Boston, MA 02109 Annual Reports Report Year Filed Date 2016 01/11/2016 2017 01/05/2017 2018 03/07/2018 Document Images 03/07/2018 -- ANNUAL REPORT View image in PDF format 01/05/2017 -- ANNUAL REPORT View image in PDF format 01/11/2016 -- ANNUAL REPORT View image in PDF format 04/13/2015 -- AMENDED ANNUAL REPORT View image in PDF format 01/12/2015 --ANNUAL REPORT View image in PDF format 10/17/2014 -- Reg. Agent Change View image in PDF format 07/29/2014 -- AMENDED ANNUAL REPORT View image in PDF format 02/25/2014 --ANNUAL REPORT View image in PDF format 09/11/2013 -- AMENDED ANNUAL REPORT View image in PDF format 03/04/2013 --ANNUAL REPORT View image in PDF format 03/19/2012 -- ANNUAL REPORT View image in PDF format 12/15/2011 -- Name Change View image in PDF format 01/31/2011 --ANNUAL REPORT View image in PDF format 01/13/2010 -- ANNUAL REPORT View image in PDF format 05/26/2009 --ANNUAL REPORT View image in PDF format 01/13/2009 --ANNUAL REPORT View image in PDF format 01/03/2008 -- ANNUAL REPORT View image in PDF format 01/04/2007 --ANNUAL REPORT View image in PDF format 04/06/2006 -- ANNUAL REPORT View image in PDF format 01/10/2005 --ANNUAL REPORT View image in PDF format 01/26/2004 --ANNUAL REPORT View image in PDF format 12/11/2003 -- Merger View image in PDF format 01/16/2003 --ANNUAL REPORT View image in PDF format 01/17/2002 --ANNUAL REPORT View image in PDF format 01/30/2001 --ANNUAL REPORT View image in PDF format 04/12/2000 --ANNUAL REPORT View image in PDF format Smith Collier County, Florida I Solicitation 19-7583 1 Design Services for the NESA Wellfield Required Forms Division of Corporations - Florida Department of State (SunBiz Report) Continued 03/29/1999 -- ANNUAL REPORT View image in PDF format 04/21/1998 -- ANNUAL REPORT View image in PDF format 05/06/1997 --ANNUAL REPORT View image in PDF format 05/01/1996 --ANNUAL REPORT View image in PDF format 02/14/1995 --ANNUAL REPORT View image in PDF format Florida Department of State, Division of Corporations Smith Collier County, Florida I Solicitation 19-7583 1 Design Services for the NESA Wellfield Required Forms E-Verify Company Profile Page I Company Information Company Name Company I❑ Number Doing Business As (DBA) Name CDNI Smith Inc_ 1363709 DUNS Number 042473650 Physical Location Address 1 75 State Street Address 2 Suite 701 C ity Boston State NIA Zip Code 02109 County SUFFOLK Mailing Address Address f Address 2 C ity State Zip Code Additional Information Employer Identification Number Total Number of Employees Parent Organization 042473650 2,500 to 4;999 CDM Smith Inc. Administrator Organisation Designation Employer Category Federal Contractor Category Employees Being Verified Federal Contractor with FAR E-Verify None of these categories apply All new hires and all existing employees Clause assigned to a Federat contract View! Edit NAICS Code Total Hiring Sites Total Points of Contact 541330 - ENGINEERING SERVIGES 109 3 View Edit 1iEw_ View 1 Edit Smith Collier County, Florida I Solicitation 19-7583 1 Design Services for the NESA Wellfield 00fleir CO-14VIty Administrative Services Department Procurement Services Division Form 3: Conflict of Interest Affidavit The Vendor certifies that, to the best of its knowledge and belief, the past and current work on any Collier County project affiliated with this solicitation does not pose an organizational conflict as described by one of the three categories below: Biased ground rules — The firm has not set the "ground rules" for affiliated past or current Collier County project identified above (e.g., writing a procurement's statement of work, specifications, or performing systems engineering and technical direction for the procurement) which appears to skew the competition in favor of my firm. Impaired objectivity — The firm has not performed work on an affiliated past or current Collier County project identified above to evaluate proposals / past performance of itself or a competitor, which calls into question the contractor's ability to render impartial advice to the government. Unequal access to information — The firm has not had access to nonpublic information as part of its performance of a Collier County project identified above which may have provided the contractor (or an affiliate) with an unfair competitive advantage in current or future solicitations and contracts. In addition to this signed affidavit, the contractor / vendor must provide the following: 1. All documents produced as a result of the work completed in the past or currently being worked on for the above -mentioned project; and, 2. Indicate if the information produced was obtained as a matter of public record (in the "sunshine") or through non-public (not in the "sunshine") conversation (s), meeting(s), document(s) and/or other means. Failure to disclose all material or having an organizational conflict in one or more of the three categories above be identified, may result in the disqualification for future solicitations affiliated with the above referenced project(s). By the signature below, the firm (employees, officers and/or agents) certifies, and hereby discloses, that, to the best of their knowledge and belief, all relevant facts concerning past, present, or currently planned interest or activity (financial, contractual, organizational, or otherwise) which relates to the project identified above has been fully disclosed and does not pose an organizational conflict. Firm: CDM Smith Inc. rr,, Signature and Date:'" "1' April 15, 2019 Print Name: Jason A. Riandra, PE Title of Signatory: Principal corms oonnty Administrative Services Department Procurement Services Division Form 4: Vendor Declaration Statement BOARD OF COUNTY COMMISSIONERS Collier County Government Complex Naples, Florida 34112 Dear Commissioners: The undersigned, as Vendor declares that this response is made without connection or arrangement with any other person and this proposal is in every respect fair and made in good faith, without collusion or fraud. The Vendor agrees, if this solicitation submittal is accepted, to execute a Collier County document for the purpose of establishing a formal contractual relationship between the firm and Collier County, for the performance of all requirements to which the solicitation pertains. The Vendor states that the submitted is based upon the documents listed by the above referenced Solicitation. Further, the vendor agrees that if awarded a contract for these goods and/or services, the vendor will not be eligible to compete, submit a proposal, be awarded, or perform as a sub -vendor for any future associated with work that is a result of this awarded contract. IN WITNESS WHEREOF, WE have hereunto subscribed our names on this 15th day of April 2019 in the County of Lee , in the State of Florida Firm's Legal Name: Address: City, State, Zip Code: Florida Certificate of Authority Document Number Federal Tax Identification Number *CCR # or CAGE Code *Only if Grant Funded Telephone: Signature by: (Typed and written) Title: CDM Smith Inc. 4210 Metro Parkway, Suite 230 Fort Myers, FL 33916 832235 04-2473650 N/A 239.938.9600 239.339.6418 Jason A. Sciandra, PE, Principal Additional Contact Information Send payments to: Same as Above (required if different from Company name used as payee above) Contact name: Jason A. Sciandra, PE Title: Principal Address: PO Box 100902 City, State, ZIP Atlanta, GA 30384-0902 Telephone: 239.938.9600 239.339.6418 Email: sciandraja@cdmsmith.com Office servicing Collier Same as Above County to place orders (required if different from above) Contact name: Jason A. Sciandra, PE Title: Principal Address: 4210 Metro Parkway, Suite 230 City, State, ZIP Fort Myers, FL 33916 Telephone: 239.938.9600 Email: sciandraja@cdmsmith.com Cofer CO-14V.ty Administrative Services Department Procurement Services Division Form 5: Immigration Affidavit Certification This Affidavit is required and should be signed, notarized by an authorized principal of the firm and submitted with formal solicitation submittals. Further, Vendors are required to enroll in the E-Verify program, and provide acceptable evidence of their enrollment, at the time of the submission of the Vendor's proposal. Acceptable evidence consists of a copy of the properly completed E-Verify Company Profile page or a copy of the fully executed E-Verify Memorandum of Understanding for the company. Failure to include this Affidavit and acceptable evidence of enrollment in the E-Verify program may deem the Vendor's proposal as non- responsive. Collier County will not intentionally award County contracts to any Vendor who knowingly employs unauthorized alien workers, constituting a violation of the employment provision contained in 8 U.S.C. Section 1324 a(e) Section 274A(e) of the Immigration and Nationality Act ("INA"). Collier County may consider the employment by any Vendor of unauthorized aliens a violation of Section 274A (e) of the INA. Such Violation by the recipient of the Employment Provisions contained in Section 274A (e) of the INA shall be grounds for unilateral termination of the contract by Collier County. Vendor attests that they are fully compliant with all applicable immigration laws (specifically to the 1986 Immigration Act and subsequent Amendment(s)) and agrees to comply with the provisions of the morandum of Understanding with E-Verify and to provide proof of enrollment in The Employment Eligibility Verification System (E-Verify), operated by the Department of Homeland Security in partnership with the Social Security Administration at the time of submission of the Vendor's proposal. Company Name CDM Smith Inc. Print Name Jason A Sciandra, PE Title Principal Signaturew- Date April 15, 2019 State of Florida County of Lee The signee of these Affidavit guarantees, as evidenced by the sworn affidavit required herein, the truth and accuracy of this affidavit to interrogatories hereinafter made. Corley county Administrative Services Department Procurement Services Division Form 6: Vendor Substitute W — 9 Request for Taxpayer Identification Number and Certification In accordance with the Internal Revenue Service regulations, Collier County is required to collect the following information for tax reporting purposes from individuals and companies who do business with the County (including social security numbers if used by the individual or company for tax reporting purposes). Florida Statute 119.071(5) requires that the county notify you in writing of the reason for collecting this information, which will be used for no other purpose than herein stated. Please complete all information that applies to your business and return with your quote or proposal. 1. General Information (provide all information) Taxpayer Name CDM Smith Inc. (as shown on income tax return) Business Name (ifdifferent from tax a er name) Address 4, Mtro Parkway, Sui ( 30 State Florida 239.938.9600 Fina;i sciand Order Information (Must be filled out) Address 4210 Metro Parkway, Suite 230 City Fort Myers Zip 33916 Amsmith.com Remit / Payment Information (Must be filled out) Address PO Box 100902 City Fort Myers State FL Zip 33916 City Atlanta State GA Zip 30384-0902 Email sciandraja@cdmsmith.com 2. Company Status (check only one) Individual / Sole Proprietor X Corporation Partnership Tax Exempt (Federal income tax-exempt entity Limited Liability Company under Internal Revenue Service guidelines IRC 501 (c) 3) C Enter the tax classification 3. Taxpayer Identification Number (for tax reportingpurposes only) Federal Tax Identification Number (TIN) 04-2473650 (Vendors who do not have a TIN, will be required to provide a social security number prior to an award). 4. Sign and Date Form: Certification: Under penalties ofneriurv. I certifv that the information shown on this form is correct to my knowledge. Signature rrAA ^ Jason A. Sciandra PE "1�" l✓l. Date April 15, 2019 Title Principal Phone Number 239.938.9600 Dale Mabry Diversion RFQ Page 1 of 11 REQUEST FOR PROFESSIONAL SERVICES (RPS) PROCESS 1.1 The selection process will involve a two-step proposal review to minimize Proposers' costs in preparing initial qualification proposals and expediting the review process. The Proposers will initially submit a qualifications proposal which will be scored based on the criteria in Grading Criteria for Development of Shortlist, which will be the basis for short -listing no less than three (3) firms. The Proposers will need to meet the minimum requirements outlined herein in order for their proposal to be evaluated and scored by the COUNTY. The COUNTY will then issue an invitation for oral presentations (Step 2) to at least the top three short-listed firms and produce a final ranking for approval by the Board of County Commissioners. Upon approval, the County will enter into negotiations with the top ranked firms to establish cost for the services needed. With successful negotiations, a contract will be developed with the selected firm, based on the negotiated price and technical components. The COUNTY plans to include an allowance in the contract for items such as changes in scope and permit acquisition. 1.2 The COUNTY will use a Selection Committee in the Request for Professional Services selection process. 1.3 The intent of the Step 1 scoring of the qualifications proposal is for consultants to indicate their interest, relevant experience, financial capability, staffing and organizational structure. 1.4 Based upon a review of these qualification proposals, the short-listed firms will be requested to submit Step 2, to make oral presentations. 1.5 The scores from the RPS - Step 1 used for short -listing for this Project will not be carried forward for the Step 2 of this selection process. 1.6 The intent of the Step 2 oral presentations is to provide the firms with a venue where they can conduct discussions with the Selection Committee to clarify questions and concerns before providing a final rank. 1.7 After review of the Step 2 oral presentations, the COUNTY will rank the Proposers based on the discussion and clarifying questions on their approach and related criteria, and then negotiate in good faith an Agreement with the top ranked Proposer. 1.8 If, in the sole judgment of the COUNTY, a contract cannot be successfully negotiated with the top -ranked firm, negotiations with that firm will be formally terminated and negotiations shall begin with the firm ranked second. If a contract cannot be successfully negotiated with the firm ranked second, negotiations with that firm will be formally terminated and negotiations shall begin with the third ranked firm, and so on. The COUNTY reserves the right to negotiate any element of the proposals in the best interest of the COUNTY. GRADING CRITERIA FOR DEVELOPMENT OF SHORTLIST: 1.9 For the development of a shortlist, this evaluation criteria will be utilized by the COUNTY'S Selection Committee to score each proposal. Consultants are encouraged to keep their proposals concise and to include a minimum of marketing materials. Proposals must address the following criteria: Evaluation Criteria Maximum Points 1. Ability of Professional Personnel 20 Points 2. Certified Minority Business Enterprise 5 Points 3. Past Performance 25 Points 4. Project Approach, Willingness to Meet Time and Budget Requirements 20 Points 5. Location 10 Points 6. Recent, Current, and Projected Workloads of the Firm 20 Points TOTAL POSSIBLE POINTS 100 Points Tie Breaker: In the event of a tie at final ranking, award shall be made to the proposer with the lower volume of work previously awarded. Volume of work shall be calculated based upon total dollars paid to the proposer in the twenty-four (24) months prior to the RFP submittal deadline. Payment information will be retrieved from the County's financial system of record. The tie breaking procedure is only applied in the final ranking step of the selection process and is invoked by the Procurement Services Division Director or designee. In the event a tie file:///O:/!%20000_Proposals%202019/SEG/Collier%20County%20Wellfield Salesforce... 3/18/2019 Dale Mabry Diversion RFQ Page 2 of 11 still exists, selection will be determined based on random selection by the Procurement Services Director before at least three (3) witnesses. Each criterion and methodology for scoring is further described below. EVALUATION CRITERIA NO. 1: ABILITY OF PROFESSIONAL PERSONNEL (20 Total Points Available) This criterion measures the ability of professional team personnel as shown by their level of experience on projects of similar type, size and complexity. This criterion measures how well the team is staffed to address all facets of the project. It measures how well the team is organized to deliver the project for the COUNTY. Preference will be given to teams with knowledge and experience with local construction and regulatory conditions and who demonstrate a strong commitment to team collaboration proximate to the project site. Preference will also be given to teams (both individual within the teams and the companies making up the team) that have worked together on successful delivery of similar projects. It measures the overall level of the team's qualifications to successfully complete the project. EVALUATION CRITERIA NO. 2: CERTIFIED MINORITY BUSINESS ENTERPRISE (5 Total Points Available) Submit certification with the Florida Department of Management Service, Office of Supplier Diversity as a Certified Minority Business Enterprise EVALUATION CRITERIA NO. 3: PAST PERFORMANCE (25 Total Points Available) This criterion measures the professional team's past experience with projects similar in size, type and complexity as this project. The professional team will be evaluated on past services provided for projects of similar size and scope of this project, including the experience the team members proposed on this project have together on the previous projects presented. Experience with all elements of the project scope as generally described herein will be evaluated, with specific emphasis on experience addressing the technical, community and project delivery categories. The professional team's minimization of change orders will be an important consideration. Preference will be given to similar services constructed within the last 5 years in proximity to the proposed prof ect. The County requests that the vendor submits no fewer than three (3) and no more than ten (10) completed reference forms from clients whose projects are of a similar nature to this solicitation as a part of their proposal. Provide information on the projects completed by the Proposer that best represent projects of similar size, scope and complexity of this project using form provided in Attachment B — Form 8. Proposer may include two (2) additional pages for each project to illustrate aspects of the completed project that provides the PSC information to assess the experience of the Proposer on relevant project work. EVALUATION CRITERIA NO. 4: PROJECT APPROACH, WILLINGNESS TO MEET TIME AND BUDGET REQUIREMENTS (20 Total Points Available) Limited to 7 pages total Written overview of the professional team's resources available to complete the services requested in the schedule outlined in the scope of services. The Proposer should illustrate to the COUNTY how they propose to approach the project and assemble the resources to meet each phase and each major element of the project. (Limit response to 3 pages) A conceptual level schedule should be included as a separate page to illustrate concepts of design and permitting time, sequencing of the major elements. (Limit schedule to 1 page, 11" x 17" page size and 40 activities maximum) Written overview of professional team's concept and approach to managing the overall cost of the project (Limit response to 3 pages). Include in the 3-page response specific information on past project performance that demonstrates the Proposer's ability to meet owners' budgets including change order history on similar projects. EVALUATION CRITERIA NO. 5: LOCATION (10 Total Points Available) The professional team's approach to management and execution of work with respect to location of various key project team members will be evaluated under this criterion. The Proposer shall demonstrate from the project kick-off how they will establish the project location in order to manage day-to-day or on -site information file: ///0:/!%20000_Proposals%202019/SEG/Collier%20County%20Wellfield Salesforce... 3/18/2019 Dale Mabry Diversion RFQ Page 3 of 11 collection and distribution between internal and external team members, and County staff, as well as other entities involved in the project. EVALUATION CRITERIA NO. 6: RECENT, CURRENT, AND PROJECTED WORKLOADS OF THE FIRM (20 Total Points Available) This criterion measures the team's proposed resources for the project and their availability to complete all elements of this project with regards to the closeout of recent work, current workload, and projected projects that could impact the completion of this project. INSTRUCTIONS TO PROPOSERS 2. QUESTIONS 2.1 Direct questions related to this RPS to the Collier County Procurement Services Division Online Bidding System website: htt)s://www.bidsync.com/bidsync-cas/. 2.2 Consultants must clearly understand that the only official answer or position of the County will be the one stated on the Collier County Procurement Services Division Online Bidding System website. For general questions, please call the referenced Procurement Strategist noted on the cover page. 3. PRE -PROPOSAL CONFERENCE 3.1 The purpose of the pre -proposal conference is to allow an open forum for discussion and questioning with County staff regarding the RPS with all prospective Consultants having an equal opportunity to hear and participate. Oral questions will receive oral responses, neither of which will be official, nor become part of the RPS. Only written responses to written questions will be considered official, and will be included as part of the RPS as an addendum. 3.2 All prospective Consultants are strongly encouraged to attend, as, this will usually be the only pre -proposal conference for this solicitation. If this pre -proposal conference is denoted as "mandatory", prospective Consultants must be present in order to submit a proposal response. 4. COMPLIANCE WITH THE RPS Proposals must be in strict compliance with this RPS. Failure to comply with all provisions of the RPS may result in disqualification. 5. AMBIGUITY. CONFLICT. OR OTHER ERRORS IN THE RPS It is the sole responsibility of the Consultant if the Consultant discovers any ambiguity, conflict, discrepancy, omission or other error in the RPS, to immediately notify the Procurement Strategist, noted herein, of such error in writing and request modification or clarification of the document prior to submitting the proposal. The Procurement Strategist will make modifications by issuing a written revision and will give written notice to all parties who have received this RPS from the Procurement Services Division. 6. PROPOSALS, PRESENTATIONS, AND PROTEST COSTS The County will not be liable in any way for any costs incurred by any Consultant in the preparation of its proposal in response to this RPS, nor for the presentation of its proposal and/or participation in any discussions, negotiations, or, if applicable, any protest procedures. 7. DELIVERY OF PROPOSALS 7.1 All proposals are to be submitted by the due date and Naples local time, on the Collier County Procurement Services Division Online Bidding System website: https://www.bidsync.com/bidsync-cas/. 7.2 The County does not bear the responsibility for proposals delivered to the Procurement Services Division past the stated date and/or time indicated. 8. VALIDITY OF PROPOSALS 8.1 No proposal can be withdrawn after it is opened unless the Consultant makes their request in writing to the County. All proposals shall be valid for a period of one hundred eighty (180) days from the submission date to accommodate evaluation and selection process. file: ///O:/!%20000_Proposals%202019/SEG/Collier%20County%20Wellfield Salesforce... 3/18/2019 Dale Mabry Diversion RFQ Page 4 of 11 9. METHOD OF SOURCE SELECTION 9.1 The County is using the Competitive Sealed Proposals methodology of source selection for this procurement, as authorized by Ordinance Number 2017-08, establishing and adopting the Collier County Procurement Ordinance. 9.2 If the County receives proposals from less than three (3) firms, the Procurement Director shall review all the facts and determine if it is in the best interest of the County to solicit additional proposals or request that the Selection Committee rank order the received proposals. 10. EVALUATION OF PROPOSALS 10.1 Collier County will evaluate and the proposals and select the firm in accordance with Florida Statute 287.055, Consultants' Competitive Negotiation Act (CCNA). 10.2 The County's procedure for selecting is as follows: 10.2.1 The Procurement Services Director shall appoint a selection committee to review all proposals submitted. 10.2.2 The Request for Professional Services is issued. 10.2.3 Subsequent to the receipt closing date for the proposals, the Procurement professional will review the proposals received and verify each proposal to determine if it minimally responds to the requirements of the published RPS. 10.2.4 Selection committee meetings will be open to the public and publicly noticed by the Procurement Services Division. 10.2.5 In an initial organization meeting, the selection committee members will receive instructions, the submitted proposals, and establish the next selection committee meeting date and time. After the first meeting, the Procurement professional will publicly announce all subsequent committee meeting dates and times. The subsequent meeting dates and times will be posted with at least one (1) day advanced notice. 10.2.6 Selection committee members will independently review and score each proposal based on the evaluation criteria stated in the Request for Professional Services using the Individual Selection Committee Score and Rank Form and prepare comments for discussion at the next meeting. The Individual Selection Committee Score and Rank Form is merely a tool to assist the selection committee member in their review of the proposals. 10.2.7 At the publicly noticed selection committee meeting, the members will present their independent findings / conclusions / comments based on their reading and interpretation of the materials presented to each other, and may ask questions of one another. Time will be allowed for public comment. 10.2.8 Collier County selection committee members may consider all the material submitted by the Proposer and other information Collier County may obtain to determine whether the Proposer is capable of and has a history of successfully completing projects of this type, including, without limitation, additional information Collier County may request, clarification of proposer information, and/or additional credit information. 10.2.9 Once the individual scoring has been completed, the Procurement professional will read the results publicly. The committee will make a determination on which firms will be invited to give oral presentations by short listing the proposals submitted with the goal of having a minimum of three (3) firms giving oral presentations. The selection committee may ask for additional information, present materials, interview, ask questions, etc. The members may consider any and all information obtained through this method in formulating their final ranking. 10.2.10 The selection committee's overall rank of firms in order of preference (from highest beginning with a rank of one (1) to the lowest) will be discussed and reviewed by the Procurement Professional. By final consensus, and having used all information presented (proposal, presentation, references, etc.), the selection committee members will create a final ranking and staff will subsequently enter into negotiations. 10.3 The County reserves the right to withdraw this RPS at any time and for any reason, and to issue such clarifications, modifications, addendums, and/or amendments as it may deem appropriate, including, but not limited, to requesting supplemental proposal information. file: ///0:/!%20000_Proposals%202019/SEG/Collier%20County%20Wellfield Salesforce... 3/18/2019 Dale Mabry Diversion RFQ Page 5 of 11 10.4 Receipt of a proposal by the County offers no rights upon the Consultant nor obligates the County in any manner. 10.5 Acceptance of the proposal does not guarantee issuance of any other governmental approvals. 11. REFERENCES The County reserves the right to contact any and all references submitted as a result of this solicitation. 12. RESERVED RIGHTS Collier County reserves its right in any solicitation to accept or reject any or all bids, proposals or offers; to waive minor irregularities and technicalities; or to request resubmission. Also, Collier County reserves the right to accept all or any part of any bid, proposal, or offer, and to increase or decrease quantities to meet the additional or reduced requirements of Collier County. Collier County reserves its right to cancel, extend or modify any or all bids, proposals or offers; to award to one or more vendors; to award all or part of a solicitation; and to award by individual line items when it is deemed to be in the best interest of the County. Collier County reserves its right to reject any sole response. 13. INSURANCE AND BONDING REQUIREMENTS 13.1 The Consultant shall at its own expense, carry and maintain insurance coverage from responsible companies duly authorized to do business in the State of Florida as set forth in the Insurance and Bonding attachment of this solicitation. The Consultant shall procure and maintain property insurance upon the entire project, if required, to the full insurable value of the scope of work. 13.2 The County and the Consultant waive against each other and the County's separate Consultants, Contractors, Design Consultant, Subcontractors agents and employees of each and all of them, all damages covered by property insurance provided herein, except such rights as they may have to the proceeds of such insurance. The Consultant and County shall, where appropriate, require similar waivers of subrogation from the County's separate Consultants, Design Consultants and Subcontractors and shall require each of them to include similar waivers in their contracts. 13.3 Collier County shall be responsible for purchasing and maintaining, its own liability insurance. 13.4 Certificates issued as a result of the award of this solicitation must identify "For any and all work performed on behalf of Collier County." 13.5 The General Liability Policy provided by Consultant to meet the requirements of this solicitation shall name Collier County, Florida, as an additional insured as to the operations of Consultant under this solicitation and shall contain a severability of interests provisions. 13.6 Collier County Board of County Commissioners shall be named as the Certificate Holder. The Certificates of Insurance must state the Contract Number, or Project Number, or specific Project description, or must read: For any and all work performed on behalf of Collier County. The "Certificate Holder" should read as follows: Collier County Board of County Commissioners Naples, Florida 13.7 The amounts and types of insurance coverage shall conform to the minimum requirements set forth in Insurance and Bonding attachment, with the use of Insurance Services Office (ISO) forms and endorsements or their equivalents. If Consultant has any self -insured retentions or deductibles under any of the below listed minimum required coverage, Consultant must identify on the Certificate of Insurance the nature and amount of such self - insured retentions or deductibles and provide satisfactory evidence of financial responsibility for such obligations. All self -insured retentions or deductibles will be Consultant's sole responsibility. 13.8 Coverage(s) shall be maintained without interruption from the date of commencement of the Work until the date of completion and acceptance of the scope of work by the County or as specified in this solicitation, whichever is longer. 13.9 The Consultant and/or its insurance carrier shall provide 30 days written notice to the County of policy cancellation or non -renewal on the part of the insurance carrier or the Consultant. The Consultant shall also notify the County, in a like manner, within twenty-four (24) hours after receipt, of any notices of expiration, cancellation, non -renewal or material change in coverage or limits received by Consultant from its insurer and nothing contained herein shall relieve Consultant of this requirement to provide notice. In the event of a reduction file: ///0:/!%20000_Proposals%202019/SEG/Collier%20County%20Wellfield Salesforce... 3/18/2019 Dale Mabry Diversion RFQ Page 6 of 11 in the aggregate limit of any policy to be provided by Consultant hereunder, Consultant shall immediately take steps to have the aggregate limit reinstated to the full extent permitted under such policy. 13.10 Should at any time the Consultant not maintain the insurance coverage(s) required herein, the County may terminate the Agreement or at its sole discretion shall be authorized to purchase such coverage(s) and charge the Consultant for such coverage(s) purchased. If Consultant fails to reimburse the County for such costs within thirty (30) days after demand, the County has the right to offset these costs from any amount due Consultant under this Agreement or any other agreement between the County and Consultant. The County shall be under no obligation to purchase such insurance, nor shall it be responsible for the coverage(s) purchased or the insurance company or companies used. The decision of the County to purchase such insurance coverage(s) shall in no way be construed to be a waiver of any of its rights under the Contract Documents. 13.11 If the initial or any subsequently issued Certificate of Insurance expires prior to the completion of the scope of work, the Consultant shall furnish to the County renewal or replacement Certificate(s) of Insurance not later than ten (10) calendar days after the expiration date on the certificate. Failure of the Consultant to provide the County with such renewal certificate(s) shall be considered justification for the County to terminate any and all contracts. 14. ADDITIONAL ITEMS AND/OR SERVICES Additional items and / or services may be added to the resultant contract, or purchase order, in compliance with the Procurement Ordinance. 15. COUNTY'S RIGHT TO INSPECT The County or its authorized Agent shall have the right to inspect the Consultant's facilities/project site during and after each work assignment the Consultant is performing. 16. VENDOR PERFORMANCE EVALUATION The County has implemented a Vendor Performance Evaluation System for all contracts awarded in excess of $25,000. To this end, vendors will be evaluated on their performance upon completion/termination of this Agreement. The County reserves the right to take into consideration a vendor's past performance under a prior or current County contract when it is considering the granting of a new contract, the assignment of a work order, or any additional work. Past poor performance may result in the County deeming the vendor non -responsible and therefore refraining from awarding such work. 17. ADDITIONAL TERMS AND CONDITIONS OF CONTRACT 17.1 The selected Consultant shall be required to sign a standard Collier County contract. 17.2 The resultant contract(s) may include purchase or work orders issued by the County's project manager. 17.3 The County reserves the right to include in any contract document such terms and conditions, as it deems necessary for the proper protection of the rights of Collier County. A sample copy of this contract is available upon request. The County will not be obligated to sign any contracts, maintenance and/or service agreements or other documents provided by the Consultant. 17.4 The County's project manager shall coordinate with the Vendor / Contractor the return of any surplus assets, including materials, supplies, and equipment associated with the scope or work. 18. PUBLIC RECORDS COMPLIANCE 18.1 Florida Public Records Law Chapter 119, including specifically those contractual requirements in 119.0701(2) (a)-(b) as follows: IF THE CONTRACTOR HAS QUESTIONS REGARDING THE APPLICATION OF CHAPTER 119, FLORIDA STATUTES, TO THE CONTRACTOR'S DUTY TO PROVIDE PUBLIC RECORDS RELATING TO THIS CONTRACT, CONTACT THE CUSTODIAN OF PUBLIC RECORDS AT: Communication and Customer Relations Division file: ///0:/!%20000_Proposals%202019/SEG/Collier%20County%20Wellfield Salesforce... 3/18/2019 Dale Mabry Diversion RFQ Page 7 of 11 3299 Tamiami Trail East Suite 102 Naples, FL 34112-5746 Telephone: (239) 252-8383 18.2 The Contractor must specifically comply with the Florida Public Records Law to: 18.2.1 Keep and maintain public records required by the public agency to perform the service. 18.2.2 Upon request from the public agency's custodian of public records, provide the public agency 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 this chapter or as otherwise provided by law. 18.2.3 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 contract if the Contractor does not transfer the records to the public agency. 18.2.4 Upon completion of the contract, transfer, at no cost, to the public agency all public records in possession of the Contractor or keep and maintain public records required by the public agency to perform the service. If the Contractor transfers all public records to the public agency upon completion of the contract, the Contractor shall destroy any duplicate public records that are exempt or confidential and exempt from public records disclosure requirements. If the Contractor keeps and maintains public records upon completion of the contract, the Contractor shall meet all applicable requirements for retaining public records. All records stored electronically must be provided to the public agency, upon request from the public agency's custodian of public records, in a format that is compatible with the information technology systems of the public agency. 19. WORK ORDERS ON FIXED TERM CONTRACTS 19.1 The County reserves the right to order such services from selected firms as may be required during said period, but does not guarantee any minimum or maximum services to be ordered during the period specified from any given firm. Work Order service assignments shall be at the sole discretion of the County. 19.2 Agreements issued that are determined to be "CONTINUING CONTRACTS" where services will be requested by Work Orders in excess of $200,000 shall be approved by the Board of County Commissioners. 19.3 Should any project that is active on a work order extend past the contract termination date, that work order will be active and extended as necessary until completion of such project. 20. PAYMENT METHOD 20.1 Payments are made in accordance with the Local Government Prompt Payment Act, Chapter 218, Florida Statutes. Vendor's invoices must include: 20.1.1 Purchase Order Number 20.1.2 Description and quantities of the goods or services provided per instructions on the County's purchase order or contract. Invoices shall be sent to: Board of County Commissioners Clerk's Finance Department ATTN: Accounts Payable 3299 Tamiami Trail East, Suite 700 Naples FL 34112 Or Emailed to: bccapclerkC&collierclerk.com file: ///0:/!%20000_Proposals%202019/SEG/Collier%20County%20Wellfield Salesforce... 3/18/2019 Dale Mabry Diversion RFQ Page 8 of 11 20.2 Payments will be made for articles and/or services furnished, delivered, and accepted, upon receipt and approval of invoices submitted on the date of services or within six (6) months after completion of contract. Any untimely submission of invoices beyond the specified deadline period is subject to non-payment under the legal doctrine of "laches" as untimely submitted. Time shall be deemed of the essence with respect to the timely submission of invoices under this agreement. 20.3 In instances where the successful contractor may owe debts (including, but not limited to taxes or other fees) to Collier County and the contractor has not satisfied nor made arrangement to satisfy these debts, the County reserves the right to off -set the amount owed to the County by applying the amount owed to the vendor or contractor for services performed of for materials delivered in association with a contract. 20.4 Invoices shall not reflect sales tax. After review and approval, the invoice will be transmitted to the Finance Division for payment. Payment will be made upon receipt of proper invoice and in compliance with Chapter 218 Florida Statutes, otherwise known as the "Local Government Prompt Payment Act." Collier County reserves the right to withhold and/or reduce an appropriate amount of any payment for work not performed or for unsatisfactory performance of Contractual requirements. 21. ENVIRONMENTAL HEALTH AND SAFETY 21.1 All Consultants and Sub Consultants performing service for Collier County are required and shall comply with all Occupational Safety and Health Administration (OSHA), State and County Safety and Occupational Health Standards and any other applicable rules and regulations. Consultants and Sub Consultants shall be responsible for the safety of their employees and any unsafe acts or conditions that may cause injury or damage to any persons or property within and around the work site. All firewall penetrations must be protected in order to meet Fire Codes. 21.2 Collier County Government has authorized OSHA representatives to enter any Collier County facility, property and/or right-of-way for the purpose of inspection of any Consultant's work operations. This provision is non- negotiable by any department and/or Consultant. 21.3 All new electrical installations shall incorporate NFPA 70E Short Circuit Protective Device Coordination and Arc Flash Studies where relevant as determined by the engineer. 21.4 All electrical installations shall be labeled with appropriate NFPA 70E arch flash boundary and PPE Protective labels. 22. POLLUTION PREVENTION The vendor is required to implement industry relevant pollution prevention and best management practices. Should pollution incidents occur, Collier County Pollution Control must be notified immediately. 23. LICENSES 23.1 The Consultant is required to possess the correct Business Tax Receipt, professional license, and any other authorizations necessary to carry out and perform the work required by the project pursuant to all applicable Federal, State and Local Law, Statute, Ordinances, and rules and regulations of any kind. Additionally, copies of the required licenses must be submitted with the proposal response indicating that the entity proposing, as well as the team assigned to the County account, is properly licensed to perform the activities or work included in the contract documents. Failure on the part of any Consultant to submit the required documentation may be grounds to deem Consultant non -responsive. A Consultant, with an office within Collier County is also required to have an occupational license. 23.2 All State Certified contractors who may need to pull Collier County permits or call in inspections must complete a Collier County Contractor License registration form and submit the required fee. After registering the license/registration will need to be renewed thereafter to remain "active" in Collier County. 23.3 If you have questions regarding professional licenses contact the Contractor Licensing, Community Development and Environmental Services at (239) 252-2431, 252-2432 or 252-2909. Questions regarding required occupational licenses, please contact the Tax Collector's Office at (239) 252-2477. 24. SURVIVABILITY The Vendor agrees that any Purchase Order/Work Order/Solicitation Documents that extends beyond the expiration date of the original Solicitation will survive and remain subject to the terms and conditions of that Agreement until the completion or termination. 25. PRINCIPAL/COLLUSION file: ///0:/!%20000_Proposals%202019/SEG/Collier%20County%20Wellfield Salesforce... 3/18/2019 Dale Mabry Diversion RFQ Page 9 of 11 By submission of this Proposal the undersigned, as Consultant, does declare that the only person or persons interested in this Proposal as principal or principals is/are named therein and that no person other than therein mentioned has any interest in this Proposal or in the contract to be entered into; that this Proposal is made without connection with any person, company or parties making a Proposal, and that it is in all respects fair and in good faith without collusion or fraud. 26. RELATION OF COUNTY It is the intent of the parties hereto that the Consultant shall be legally considered an independent Consultant, and that neither the Consultant nor their employees shall, under any circumstances, be considered employees or agents of the County, and that the County shall be at no time legally responsible for any negligence on the part of said Consultant, their employees or agents, resulting in either bodily or personal injury or property damage to any individual, firm, or corporation. 27. TERMINATION Should the Consultant be found to have failed to perform services in a manner satisfactory to the County, the County may terminate this Agreement immediately for cause; further the County may terminate this Agreement for convenience with a thirty (30) day written notice. The County shall be sole judge of non-performance. In the event that the award of this solicitation is made by the Procurement Services Director, the award and any resultant purchase orders may be terminated at any time by the County upon thirty (30) days written notice to the awarded vendor(s) pursuant to the Board's Procurement Ordinance. 28. LOBBYING After the issuance of any solicitation, no current or prospective vendor or any person acting on their behalf, shall contact, communicate with or discuss any matter relating to the solicitation with any Collier County employee or elected or appointed official, other than the Procurement Services Director or his/her designees. This prohibition ends upon execution of the final contract or upon cancellation of the solicitation. Any current or prospective vendor that lobbies any Collier County employee or elected or appointed official while a solicitation is open or being recommended for award (i) may be deemed ineligible for award of that solicitation by the Procurement Services Director, and (ii) will be subject to Suspension and Debarment outlined in section Twenty-eight of County Ordinance 2017-08. 29. CERTIFICATE OF AUTHORITY TO CONDUCT BUSINESS IN THE STATE OF FLORIDA (Fl Statute 607.1501) In order to be considered for award, firms must be registered with the Florida Department of State Divisions of Corporations in accordance with the requirements of Florida Statute 607.1501 and provide a certificate of authority (www.sunbiz.org/search.html) prior to execution of a contract. A copy of the document may be submitted with the solicitation response and the document number shall be identified. Firms who do not provide the certificate of authority at the time of response shall be required to provide same within five (5) days upon notification of selection for award. If the firm cannot provide the document within the referenced timeframe, the County reserves the right to award to another firm. 30. SINGLE PROPOSAL Each Consultant must submit, with their proposal, the required forms included in this RPS. Only one proposal from a legal entity as a primary will be considered. A legal entity that submits a proposal as a primary or as part of a partnership or joint venture submitting as primary may not then act as a sub -consultant to any other firm submitting under the same RPS. If a legal entity is not submitting as a primary or as part of a partnership or joint venture as a primary, that legal entity may act as a sub -consultant to any other firm or firms submitting under the same RPS. All submittals in violation of this requirement will be deemed non -responsive and rejected from further consideration. 31. PROTEST PROCEDURES 31.1 Any prospective vendor / proposer who desires to protest any aspect(s) or provision(s) of the solicitation (including the form of the solicitation documents or procedures) shall file their protest with the Procurement Director strictly in accordance with the County's current Procurement Ordinance and policies. 31.2 Any actual or prospective respondent who desires to formally protest the recommended contract award must file a notice of intent to protest with the Procurement Director within three (3) calendar days (excluding weekends and County holidays) of the date that the recommended award is posted. file: ///0:/!%20000_Proposals%202019/SEG/Collier%20County%20Wellfield Salesforce... 3/18/2019 Dale Mabry Diversion RFQ Page 10 of 11 31.3 Upon filing of said notice, the protesting party will have five (5) days to file a formal protest and will be given instructions as to the form and content requirements of the formal protest. A copy of the "Protest Policy" is available at the office of the Procurement Director. 32. PUBLIC ENTITY CRIME A person or affiliate who has been placed on the convicted Consultant list following a conviction for a public entity crime may not submit a bid, proposal, or reply on a contract to provide any goods or services to a public entity; may not submit a bid, proposal, or reply on a contract with a public entity for the construction or repair of a public building or public work; may not submit bids, proposals, or replies on leases of real property to a public entity; may not be awarded or perform work as a contractor, supplier, subcontractor, or consultant under a contract with any public entity; and may not transact business with any public entity in excess of the threshold amount provided in s. 287.017 for CATEGORY TWO for a period of 36 months following the date of being placed on the convicted Consultant list. 33. SECURITY AND BACKGROUND CHECKS 33.1 The Contractor is required to comply with County Ordinance 2004-52, as amended. Background checks are valid for five (5) years and the Contractor shall be responsible for all associated costs. If required, Contractor shall be responsible for the costs of providing background checks by the Collier County Facilities Management Division for all employees that shall provide services to the County under this Agreement. This may include, but not be limited to, checking federal, state and local law enforcement records, including a state and FBI fingerprint check, credit reports, education, residence and employment verifications and other related records. Contractor shall be required to maintain records on each employee and make them available to the County for at least four (4) years. 33.2 All of Contractor's employees and subcontractors must wear Collier County Government Identification badges at all times while performing services on County facilities and properties. Contractor ID badges are valid for one (1) year from the date of issuance and can be renewed each year at no cost to the Contractor during the time period in which their background check is valid, as discussed below. All technicians shall have on their shirts the name of the contractor's business. 33.3 The Contractor shall immediately notify the Collier County Facilities Management Division via e-mail (DL- FMOPS@colliergov.net) whenever an employee assigned to Collier County separates from their employment. This notification is critical to ensure the continued security of Collier County facilities and systems. Failure to notify within four (4) hours of separation may result in a deduction of $500 per incident. 33.4 CCSO requires separate fingerprinting prior to work being performed in any of their locations. This will be coordinated upon award of the contract. If there are additional fees for this process, the vendor is responsible for all costs. 34. CONFLICT OF INTEREST Consultant shall complete the Conflict of Interest Affidavit included as an attachment to this RPS document. Disclosure of any potential or actual conflict of interest is subject to County staff review and does not in and of itself disqualify a firm from consideration. These disclosures are intended to identify and or preclude conflict of interest situations during contract selection and execution. 35. PROHIBITION OF GIFTS TO COUNTY EMPLOYEES No organization or individual shall offer or give, either directly or indirectly, any favor, gift, loan, fee, service or other item of value to any County employee, as set forth in Chapter 112, Part III, Florida Statutes, the current Collier County Ethics Ordinance and County Administrative Procedure 5311. Violation of this provision may result in one or more of the following consequences: a. Prohibition by the individual, firm, and/or any employee of the firm from contact with County staff for a specified period of time; b. Prohibition by the individual and/or firm from doing business with the County for a specified period of time, including but not limited to: submitting bids, RPS, and/or quotes; and, c. immediate termination of any contract held by the individual and/or firm for cause. 36. IMMIGRATION LAW AFFIDAVIT CERTIFICATION 36.1 Statutes and executive orders require employers to abide by the immigration laws of the United States and to employ only individuals who are eligible to work in the United States. 36.2 The Employment Eligibility Verification System (E-Verify) operated by the Department of Homeland Security (DHS) in partnership with the Social Security Administration (SSA), provides an Internet -based means of file: ///0:/!%20000_Proposals%202019/SEG/Collier%20County%20Wellfield Salesforce... 3/18/2019 Dale Mabry Diversion RFQ Page 11 of 11 verifying employment eligibility of workers in the United States; it is not a substitute for any other employment eligibility verification requirements. The program will be used for Collier County formal Invitations to Bid (ITB) and Request for Proposals (RFP) including Request for Professional Services (RPS) and construction services. 36.3 Exceptions to the program: 36.3.1 Commodity based procurement where no services are provided. 36.3.2 Where the requirement for the affidavit is waived by the Board of County Commissioners 36.4 Consultants / Bidders are required to enroll in the E-Verify program, and provide acceptable evidence of their enrollment, at the time of the submission of the Consultant's/bidder's proposal. Acceptable evidence consists of a copy of the properly completed E-Verify Company Profile page or a copy of the fully executed E-Verify Memorandum of Understanding for the company. Consultants are also required to provide the Collier County Procurement Services Division an executed affidavit certifying they shall comply with the E-Verify Program. The affidavit is attached to the solicitation documents. If the Bidder/Consultant does not comply with providing the acceptable E-Verify evidence and the executed affidavit the bidder's / Consultant's proposal may be deemed non -responsive. 36.5 Additionally, Consultants shall require all subcontracted Consultants to use the E-Verify system for all purchases not covered under the "Exceptions to the program" clause above. 36.6 For additional information regarding the Employment Eligibility Verification System (E-Verify) program visit the following website: http://www.dhs.gov/E-Verify. It shall be the Consultant's responsibility to familiarize themselves with all rules and regulations governing this program. 36.7 Consultant acknowledges, and without exception or stipulation, any firm(s) receiving an award shall be fully responsible for complying with the provisions of the Immigration Reform and Control Act of 1986 as located at 8 U.S.C. 1324, et seq. and regulations relating thereto, as either may be amended and with the provisions contained within this affidavit. Failure by the awarded firm(s) to comply with the laws referenced herein or the provisions of this affidavit shall constitute a breach of the award agreement and the County shall have the discretion to unilaterally terminate said agreement immediately. ❑✓ Yes ❑ No Certification: I certify that I am in agreement, to the best of my knowledge, with the Request for Professional Services Process above. file: ///0:/!%20000_Proposals%202019/SEG/Collier%20County%20Wellfield Salesforce... 3/18/2019 dp*L- l m._- CDM Smith® cdmsmith.com